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HomeMy WebLinkAboutBATCH 2 - Supplemental - 1840 Spear StreetSite Plan Application Permit Number Sp - LOT 4A - APPLICATION FOR SITE PLAN REVIEW All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the site plan will result in your application being rejected and a delay in the review before the Development Review Board. OWNER OF RECORD (Name as shown on deed, mailing address, phone and fax #): South Village Communities, LLC c/o SD Ireland Companies Ms. Robin Jeffers, Project Manager Williston, Vermont 05495 Ph 1-802-863-2946 Email: robin(a�SDIRELAND.COM 2. LOCATION OF LAST RECORDED DEED (Book and page #): Book 419 Page 454-455 3. APPLICANT (Name, mailing address, phone and fax #): South Village Communities, LLC c/o SD Ireland Companies Ms. Robin Jeffers, Project Manager Williston, Vermont 05495 Ph 1-802-863-2946 Email: robin(a7SDIRELAND. COM 4. CONTACT PERSON (person who will receive all correspondence from Staff. Include name, address, phone & fax #): David S. Marshall Civil Engineering Associates, 10 Mansfield View Lane, South Burlington, Vermont 05403 Ph 864-2323 x310 F 864-2271 Email: dmarshall@cea-vt.com 5. PROJECT STREET ADDRESS: 1-84G 8PeaF-9feet-- / y 6. TAX PARCEL ID # (can be obtained at Assessor's Office): 1640-01840 7. PROJECT DESCRIPTION a. General project description: Construction of 12-unit condominium building and associated infrastructure. Site Plan Application b. Existing Uses on Property (including description and size of each separate use): None c. Proposed Uses on property (include description and size of each new use and existing uses to remain): One 12-unit residential condominium building. d. Total building square footage on property (proposed buildings and existing buildings to remain): 0 SF Existing, one proposed building at 8,121 SF. e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine): 3 Floors plus underground parking. f. Number of residential units (if applicable, new units and existing units to remain): 12 g. Number of employees & company vehicles (existing and proposed, note office versus non - office employees): Not applicable. h. Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): Please see cover letter. 9. LOT COVERAGE (ALL information MUST be provided here, even if no change is proposed) a. Size of Parcel: Proposed Lot 4A - 0.53 Acres (23,087 SF) b. Building Coverage: Existing: 0 square feet: 0 % Proposed: 8121 square feet 35.1 % c. Overall Coverage (building, parking, outside storage, etc): Existing: 0 square feet: 0 % Proposed: 15,896 square feet 68.6 % a. Size of Parcel: Proposed Lot 4B - 0.52 Acres (22,651 SF) d. Front Yard Coverage(s) (commercial projects only): NA Existing: 0 square feet: 0.0 % Proposed: 0 square feet 0 % e. Total area to be disturbed during construction (sq. ft.) 1.5 Acres (both Lot 4A & 4B)* n Site Plan Application * Projects disturbing more than one-half acre of land must follow the City's specifications for erosion control in Article 16 of the Land Development Regulations. Projects disturbing more than one acre require a permit from the Vermont Department of Environmental Conservation. 9. COST ESTIMATES a. Building (including interior renovations): $ 1,500,000 b. Landscaping: $ 22,500 c. Other site improvements (please list with cost): $150,000. 10. ESTIMATED TRAFFIC a. Average daily traffic for entire property (in and out): 191 VPD b. A.M. Peak hour for entire property (in and out): 8 VPH (weekday) As taken from South Village Traffic Study— ITE LUC 221 c. P.M. Peak hour for entire property (In and out): 9 VPH (weekday) 11. PEAK HOURS OF OPERATION: 8 to 9 Am and 5 to 6 PM 12. PEAK DAYS OF OPERATION: Monday through Friday 13. ESTIMATED PROJECT COMPLETION DATE: Summer, 2011 14. ABUTTERS (please list all abutting landowner. Include mailing address. Also include those across a street or right-of-way. You may use a separate sheet if necessary) Please see attached list 15. SITE PLAN AND FEE A site plan shall be submitted which shows the information listed on Exhibit A attached. Five (5) regular size copies and one reduced copy (11" x 17") of the site plan must be submitted. A site plan application fee shall be paid to the City at the time of submitting the site plan application (see Exhibit A). I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. Site Plan Application 15. SITE PLAN AND FEE A site plan shall be submitted which shows the information listed on Exhibit A attached. Five (5) regular size copies and one reduced copy (11" x 17") of the site plan must be submitted. A site plan application fee shall be paid to the City at the time of submitting the site plan application (see Exhibit A). I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. SIGNATURE O PLICANT IGNATURE OF PRORtRTY OWNER PRINT NAME Do not write below this line DATE OF SUBMISSION: 7 �1 0 REVIEW AUTHORITY: Ve.6evelopment Review Board [] Administrative Officer I have reviewed this site plan application and find it to be: P " Complete ❑ Incomplete of Planning & Zoning or Designee f Date 4 Interested Persons Record and Service List M04T Under the 2004 revisions to chapter 117, the Development Review Board (DRB) has certain administrative obligations with respect to interested persons. At any hearing, there must be an opportunity for each person wishing to achieve interested person status to demonstrate compliance with the applicable criteria. 24 V.S.A. § 4461(b). The DRB must keep a written record of the name, address and participation of each person who has sought interested person status. 24 V.S.A. § 4461(b). A copy of any decision rendered by the DRB must be mailed to every person or body appearing and having been heard by the DRB. 24 V.S.A. § 4461(b)(3). Upon receipt of.notice of an appeal to the environmental court, the DRB must supply a list of interested persons to the appellant in five working days. 24 V.S.A. 4471(c). HEARING DATE: PLEASE PRINT CLEARLY! NAME 4 % 1 IV WQ,0t1Cj(A "- 5 HAIvE A,t.i,-rN MAILING ADDRESS V- "II ►-Si zO k j1[? vy- 7 ��7 f- _w PC,. 3�x `��a3 vS�tLjy1�L DA° T/i o)'(a Marq 1660.1,f�r-j �� E-Swe �Mml- PROJECT OF INTEREST vAnn 0 A Interested Persons Record and Service List south Imen.-T )NT Under the 2004 revisions to Chapter 117, the Development Review Board (DRB) has certain administrative obligations with respect to interested persons. At any hearing, there must be an opportunity for each person wishing to achieve interested person status to demonstrate compliance with the applicable criteria. 24 V.S.A. § 4461(b). The DRB must keep a written record of the name, address and participation of each person who has sought interested person status, 24 V.S.A. § 4461(b). A copy of any decision rendered by the DRB must be mailed to every person or body appearing and having been heard by the DRB. 24 V.S.A. receipt of notice of an appeal to the environmental court, the DRB must supply( alist of interested o persons to the appellant in five working days. 24 V.S.A. § 4471(c). HEARING DATE: PLEASE PRINT CLEARLY! NAME Q,kF? (;'� � ca;--t� .' f .AA --try. &ja-v\� C� I Q !', 0 n ZLA(t) 16 P-4 A-04 54:iCt v 4450 ! �W . ra".4 R.�.. q,0G.T-Z" Cak3rv.k SP-�, 4t,W',LLr^ �� aCa_ PROJECT OF INTEREST �l X0-Aj i4 ft-qrA&ko' Interested Persons Record and Service Ice List Under the 2004 revisions to Chapter 117, the Development Review Board (DRB) has certain administrative obligations with respect to interested persons. At any hearing, there must be an Opportunity for each person wishing to achieve interested person status to demonstrate compliance with the applicable criteria. 24 V.S.A. § 4461(b). The DRB must keep a written record of the name, address and participation of each person who has sought interested person status. 24 V.S.A. § 4461(b). A copy of any decision rendered by the DRB must be mailed to every person or body appearing and having been heard by the DRB. 24 V.S.A. § 4461(b)(3). Upon receipt of notice of an appeal to the environmental court, the DRB must supply a list of interested persons to the appellant in five working days. 24 V.S.A. § 44711c). HEARING DATE: PLEASE PRINT CLEARLY! NAME nnnii Mir. --- N Mall Interested Persons Record and Service List soutNh.qitu. (F.M0v, Under the 2004 revisions to Chapter 117, the Development Review Board (DRB) has certain administrative obligations with respect to interested persons. At any hearing, there must be an opportunity for each person wishing to achieve interested person status to demonstrate compliance with the applicable criteria. 24 V.S.A. § 4461(b). The DRB must keep a written record of the name, address and participation of each person who has sought interested person status. 24 V.S.A. § 4461(b). A copy of any decision rendered by the DRB must be mailed to every person or body appearing and having been heard by the DRB. 24 V.S.A. § 4461(b)(3). Upon receipt of.notice of an appeal to the environmental court, the DRB must supply a list of interested persons to the appellant in five working days. 24 V. .AA. § 4471(c). HEARING DATE: T PLEASE PRINT CLEARLY! NAME MAII INC. ennpr:cc M"r. �L6c�vt 'Z.D ylt1� �A 2 S� 1 VI- IN I CREST Q4G C ?n /� . r (fir+ lVF r — joo A,/10 Pet 3 vZ?-c-t-f,3 TRUE bf?-. -SP -10-51 J�+ 51VA e;7 jd 4M 1�41 % Cw -7 s � --PA-.te la 'ems=•s�� `t�� Inc Yelrz. S -i0 53�Sq- AV Z-r / �0 �`?1^ Interested Persons Record and Service List 7;d 04T Under the 2004 revisions to Chapter 117, the Development Review Board (DRB) has certain administrative obligations with respect to interested persons. At any hearing, there must be an sted person status to demonstrate opportunity for each person wishing to achieve intere compliance with the applicable criteria. 24 V.S.A. § 4461(b). The DRB must keep a written record of the name, address and participation of each person who has sought interested person status. 24 V.S.A. § 4461(b). A copy of any decision rendered by the DRB must be mailed to every person or body appearing and having been heard by the DRB. 24 V.S.A. § 4461(b)(3). Upon receipt of notice of an appeal to the environmental court, the DRB must supply a list of interested persons to the appellant in five working days. 24 V.S.A. §§ 4471(c). HEARING DATE: _S_nr -�(,� r PLEASE PRINT CLEARLY! NAME MAIL Mr. Anna=cc c 13b .'WL.. (�j 1 OF m i EKES I 17Y AVeC W)W)5f06 `0 sly /�crn�cics 1 070 ( ii Iz,L P Q}es1 to %1lms�lelc� V��w Lin- *1F- to -Sot 1 1 v 1/►j �- in �l i^� , Ve-VLVLLk C-c l ��l�l �3 C-A kxl Or N south: PLANNING & ZONING September 27, 2010 David Marshall Civil Engineering Associates, Inc. 10 Mansfield View Lane South Burlington, VT 05403 Dear Applicant: Enclosed, please find a copy of the Findings of Fact and Decision of the above referenced project approved by the South Burlington Development Review Board on September 21, 2010 (effective 9/21 /2010). Please note the conditions of approval, including that the applicant shall obtain a zoning permit within six (6) months of this approval or this approval is null and void If you have any questions, please contact me. Sincerely, Raymond Belair Administrative Officer Encl. CERTIFIED MAIL RETURN RECEIPT: 7010 0290 0000 2215 2807 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.shurl.com Interested Persons Record and Service List F:,A0NT Under the 2004 revisions to Chapter 117, the Development Review Board (DRB) has certain administrative obligations with respect to interested persons. At any hearing, there must be an opportunity for each person wishing to achieve interested person status to demonstrate compliance with the applicable criteria. 24 V.S.A. § 4461(b). The DRB must keep a written record of the name, address and participation of each person who has sought interested person status. 24 V.S.A. § 4461(b). A copy of any decision rendered by the DRB must be mailed to every person or body appearing and having been heard by the DRB. 24 V.S.A. § 4461(b)(3). Upon receipt of notice of an appeal to the environmental court, the DRB must supply a list of interested persons to the appellant in five working days. 24 V.S.A. § 4471(c). HEARING DATE: _ r 1. 'Q PLEASE PRINT CLEARLY! NAME MAILING ADDRESS -Ar -,q-(2 t74 Pk- y. S 04 ZM PROJECT nF INTFR1=cT 0,7jjr1l ZI Sty )41-f ej Dom-. 0- CrahLe �` September 27, 2010 David Marshall Civil Engineering Associates, Inc. 10 Mansfield View Lane South Burlington, VT 05403 Dear Applicant: Enclosed, please find a copy of the Findings of Fact and Decision of the above referenced project approved by the South Burlington Development Review Board on September 21, 2010 (effective 9/21 /2010). Please note the conditions of approval, including that the applicant shall obtain a zoning permit within six (6) months of this approval or this approval is null and void If you have any questions, please contact me. Sincerely, Raymond Belair Administrative Officer Encl. CERTIFIED MAIL RETURN RECEIPT: 7010 0290 0000 2215 2807 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846,4101. www.shurl.com NNW Lrjoiol south PLANNING & ZONING September 27, 2010 David Marshall Civil Engineering Associates, Inc. 10 Mansfield View Lane South Burlington, VT 05403 Dear Applicant: Enclosed, please find a copy of the Findings of Fact and Decision of the above referenced project approved by the South Burlington Development Review Board on September 21, 2010 (effective 9/21 /2010). Please note the conditions of approval, including that the applicant shall obtain a zoning permit within six (6) months of this approval or this approval is null and void If you have any questions, please contact me. Sincerely, Raymond Belair Administrative Officer Encl. CERTIFIED MAIL RETURN RECEIPT: 7010 0290 0000 2215 2807 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sht�ri.com At C� �' Interested Persons Record and Service List ' F.H 4O14T Under the 2004 revisions to Chapter 117, the Development Review Board (DRB) has certain administrative obligations with respect to interested persons. At any hearing, there must be an opportunity for each person wishing to achieve interested person status to demonstrate compliance with the applicable criteria. 24 V.S.A. § 4461(b). The DRB must keep a written record of the name, address and participation of each person who has sought interested person status. 24 V.S.A. § 4461(b). A copy of any decision rendered by the DRB must be mailed to every person or body appearing and having been heard by the DRB. 24 V.S.A. § 4461(b)(3). Upon receipt of notice of an appeal to the environmental court, the DRB must supply a list of interested persons to the appellant in five working days. 24 V.S.A. § 4471(c). HEARING DATE: ��1. PLEASE PRINT CLEARLY, NAME MAILING ADDRESS ,�o. /g®,4 A 13 6 -.q- c GZ c3't P k- %/ -s PX ice, MP-,' �'U- =- j �; I plc' --in Wa PROJECT OF INTEREST I 421- Q «�-c Dom. 8 L�,,���(�— CtC'SLe y Interested Persons Record and Service List i'f.R fA OUT .. Under the 2004 revisions to Chapter 117, the Development Review Board (DRB) has certain administrative obligations with respect to interested persons. At any hearing, there must be an opportunity for each person wishing to achieve interested person status to demonstrate compliance with the applicable criteria. 24 V.S.A. § 4461(b). The DRB must keep a written record of the name, address and participation of each person who has sought interested person status. 24 V.S.A. § 4461(b). A copy of any decision rendered by the DRB must be mailed to every person or body appearing and having been heard by the DRB. 24 V.S.A. § 4461(b)(3). Upon receipt of notice of an appeal to the environmental court, the DRB must supply a list of interested persons to the appellant in five working days. 24 V.S.A. § 4471(c). HEARING DATE: PLEASE PRINT CLEARLY! u NAME MAILING ADDRESS PROJECT OF INTEREST �. /3®� a 13 iv"� c4. 4s '> �e.09 30 tea (S©v 4-C 4 (2 P c3Z 1 Pk.4/. S_'9Lfc` S D / U -� 3 a CC� Crleen &uvjer c�6 ?91rp�rT %,�' S� - �o - 5 V �Cr ►�Qsti. J�1 V " J Sn lA� Ctnb e C Y ) PAT b ( 00 , rtal'o., 3 `i, VInterested Persons Record and Service List southhu g-tory Yf F. 'Ap A Under the 2004 revisions to Chapter 117, the Development Review Board (DRB) has certain administrative obligations with respect to interested persons. At any hearing, there must be an opportunity for each person wishing to achieve interested person status to demonstrate compliance with the applicable criteria. 24 V.S.A. § 4461(b). The DRB must keep a written record of the name, address and participation of each person who has sought interested person status. 24 V.S.A. § 4461(b). A copy of any decision rendered by the DRB must be mailed to every person or body appearing and having been heard by the DRB. 24 V.S.A. § 4461(b)(3). Upon receipt of notice of an appeal to the environmental court, the DRB must supply a list of interested persons to the appellant in five working days. 24 V. .A. § 4471(c). HEARING DATE: T` PLEASE PRINT CLEARLY! NAME MAII Mr.' AnnRr:cc nr•e% lr-,.T .... ctvl 20 Y_1V14 �---��� Oc Aae 1; r"RVJCI,r I �r iry � tKtS I � G ® 5 DR C�or� 3 C�a-C�•9 TRUE bfR. S. 33c aj i N(aT6j sp -i0-5q � o ' b4 ' I CD I O- Z% 17 C-j_ Pe"a(ZL i0-53AS+ Rm s�s Interested Persons Record and Service List so th . _EN 0 N T Under the 2004 revisions to Chapter 117, the Development Review Board (DRB) has certain administrative obligations with respect to interested persons. At any hearing, there must be an opportunity for each person wishing to achieve interested person status to demonstrate compliance with the applicable criteria. 24 V.S.A. § 4461(b). The DRB must keep a written record of the name, address and participation of each person who has sought interested person status. 24 V.S.A. § 4461(b). A copy of any decision rendered by the DRB must be mailed to every person or body appearing and having been heard by the DRB. 24 V.S.A. § 4461(b)(3). Upon receipt of notice of an appeal to the environmental court, the DRB must supply a list of interested persons to the appellant in five working days. 24 V.S.A. § 4471(c). HEARING DATE:eo 01. i PLEASE PRINT CLEARLY! NAME MAIL Mr. nnnaP:cc F-KWEG I OF IN I EKES I 17 y Ave c �A);1I;5f 01 r— l z7o cQ ,i l IZ je# �ks � 1O M>natelA U�&w LA- to-S� v iIV� Ve- vLr �.\ CIO IVI L It' , IGIIN5EiitlIN G A 15 150CIAfEEi. II IC, 10 Mansfield View Lane South Burlington, VT 05403 September 2, 2010 Ms. Cathyann LaRose, Assistant Planner City of South Burlington 575 Dorset Street South Burlington, Vermont 05403 Re: South Village PRD South Village Communities, LLC Site Plan Applications for Lots 4A & 4B Dear Ms. LaRose: Phone: 802-864-2323 Fax: 802-864-2271 E-Mail: mail@cea-vt.com As outlined in our August 31, 2010 cover letter to you, please find attached the updated landscaping plans reflecting the new pavement edges. The changes to the plans include: 1. We have added plants on L101 (Lot 4b) on the south side of the building. We added 9 Bush Cherries, 1 Spruce (7'), and one raspberry bush to the planting plan. 2. We moved the spruce, cedars and chokeberry on the south side of the road 3.5' north. 3. The drive lane narrowed and we moved these plants on the property. We have added these plants on the property to the L4b cost estimate. 4. We reduced the sizes of the Serviceberry, Cornelian Cherry and Rasberry bushes to reflect the same sizes as the L100 planting plan. Originally, we increased the size of these plants to make the $22,500 budget, but we don't have to now since 4 cedars and 1 chokeberry have been added to the property. This completes our summary of the landscaping plan modifications. If you should have any questions, please feel free to contact me at 864-2323 x310. Res e David S. hail, P. Project Engineer Attachments: 9-2-10 Landscaping Values Schedules & Landscaping Plans (L-100 & L-101) 1 set of updated 11" x 17" plans, 5 sets of full size updated plans CC' R. Jeffers (w/ enclosures, 11x17 plans); CEA File 10146.00 (w/ enclosure) P-\AutoCADD Projects\2010\10146\City Permitting\LaRose3- Lot 4 Site Plan Application Cover letter.wpd Prepared by T.J. Boyle Associates, LLC September 2, 2010 SOUTH VILLAGE LOT 46: PLANTING SCHEDULE Trees Qty. Code Scientific Name Common Name Size Spec Edible Notes Unit Price Installed 2 AG ACER griseum Paperbark Maple 12' Ht. B&B clump, 3 stems $ 360.00 $ 1,800.00 1 AxG AMELANCHIER x grandiflora Apple Serviceberry (Juneberry) 8' Ht. B&B X clump, 6-7 stems $ 120.00 $ 300.00 3 CM CORNUS mas Cornelian Cherry 8' Ht. B&B X clump, 3-5 stems $ 140.00 $ 1,050.00 3 GTIS GLEDITSIA t.i. 'Skyline' Skyline Honeylocust 3" Cal. B&B $ 230.00 $ 1,725.00 1 JC JUGLANS cincerea Butternut 2.5" Cal. B&B X $ 235.00 $ 587.50 2 MFJ MALUS'Fuji Fuji Fruiting Apple 2.5" Cal. B&B X $ 230.00 $ 1,150.00 2 MMC MALUS'Mclntosh' McIntosh Fruiting Apple 2.5" Cal. B&B X $ 228.00 $ 1,140.00 1 PG1 PICEA glauca White Spruce 10' Ht. B&B $ 260.00 $ 650.00 1 PG2 PICEA glauca White Spruce 7' Ht. B&B $ 120.00 $ 300.00 2 PMR PRUNUS x'Mount Royal' Mount Royal Plum 2" Cal. B&B X $ 165.00 $ 825.00 1 PxB Pyrus x'Bartlett' Bartlett Pear 2.5" Cal. B&B X $ 260.00 $ 650.00 1 PxS Pyrus x'Seckel' Seckel Pear 2.5" Cal. B&B X $ 260.00 $ 650.00 3 QR QUERCUS rubra Red Oak 3" Cal. B&B $ 324.00 $ 2,430.00 17 TOE THUJA occidentalis'Emerald' Emerald Arborvitae 6' Ht. B&B 30" O.C. - maintain at 5-6' ht. $ 57.00 $ 2,422.50 4 TON JTHUJA occidentalis 'Nigra' Dark American Arborvitae 6' Ht. B&B 1 $ 50.00 $ 500.00 Sub -Total $ 15,680.00 Shrubs Qty. Code Scientific Name Common Name Size Sec Notes wholesale installed 3 AAR AMELANCHIER an ifolia 'Regent' Regent Serviceberry 36" Cont. X 4' O.C. $ 24.50 $ 183.75 3 AAB AROMA arbutifolia 'Brilliantissima' Brilliant Red Chokeberry 5' Ht. B&B $ 56.00 $ 420.00 1 CB CORNUS baileyi Bailey Dogwood #5 Cont. X $ 25.50 $ 63.75 8 FNH FORSYTHIA'New Hampshire Gold' New Hampshire Gold Forsythia 4' Ht. Cont. X $ 30.00 $ 600.00 12 PB PRUNUS besseyi Hansen's Bush Cherry 36" Ht. Cont. X 2' O.C. $ 36.00 $ 1,080.00 6 RAG RHUS aromatica'Grow Low' Grow Low Sumac #5 Cont. Cont. $ 28.00 $ 420.00 10 RBS RIBES'Ben Sarek Black' Ben Sarek Black Currant 36" Ht. Cont. X $ 28.00 $ 700.00 10 RHR RIBES'Hinnonmaki Red' Hinnomaki Red Gooseberry 36" Ht. Cont. X $ 28.00 $ 700.00 6 RH RUBUS'Heritage' Heritage Raspberry 30" Ht. Cont. X 2' O.C. $ 26.50 $ 397.50 6 RB RUBUS'Boyne' Boyne Raspberry 30" Ht. Cont. X 2' O.C. $ 26.50 $ 397.50 13 TMD TAXUS x m.'Densiformis' Everlow Yew 36" Ht. B&B 3.5' O.C. $ 42.00 $ 1,365.00 10 1 THE TAXUS x m.'Everlow' Everlow Yew 36" W. B&B 4'-3" O.C. $ 48.00 L.$ 1,200.00 Sub -Total $ 7,527.50 Groundcovers & Grasses Qty. Code Scientific Name Common Name Size Sec Notes wholesale installed 220 1 ABG IAJUGA reptans'Burgundy Glow' Burgundy Glow Bugleweed 8" Clump Cont. 10" O.C. $ $ 130 1 WT IWALDSTEINIA temata Barren Srawberry 2 Qt. Cont. 10" O.C. $ $ Sub -Total $ Perennials Qty. Code Scientific Name Common Name Size Sec Notes wholesale installed 10 HSD HEMEROCCALLIS' Stella d Oro' #2 Cont. 1 1 $ $ PM Perennial & Hosta Mix #2 Cont. I Cont. TO BE DETERMINED 1 $ $ Sub -Total $ GRANDTOTAL:l $ 23,207.50 (Page 1 of 1) Prepared by T.J. Boyle Associates, LLC September 2, 2010 SOUTH VILLAGE LOT 4A: PLANTING SCHEDULE Trees Qty. I Code Scientific Name Common Name Size Spec Edible Notes Unit Price Installed 1 AG ACER griseum Paperbark Maple 12' Ht. B&B clump, 3 stems $ 360.00 $ 900.00 3 AxG AMELANCHIER x grandiFlora Apple Serviceberry (Juneberry) 8' Ht. B&B X clump, 6-7 stems $ 120.00 $ 900.00 3 CM CORNUS mas Cornelian Cherry 8' Ht. B&B X clump, 3-5 stems $ 140.00 $ 1,050.00 3 GTIS GLEDITSIA U. 'Skyline' Skyline Honeylocust 3" Cal. B&B $ 230.00 $ 1,725.00 1 JC JUGLANS cincerea Butternut 2.5" Cal. B&B X $ 235.00 $ 587.50 2 MFJ MALUS'Fuji' Fuji Fruiting Apple 2.5" Cal. B&B X $ 230.00 $ 1,150.00 2 j MMC j MALUS'McIntosh' McIntosh Fruiting Apple 2.5" Cal. B&B X $ 228.00 $ 1,140.00 1 PG1 PICEA glauca White Spruce 10' Ht. B&B $ 260.00 $ 650.00 1 PG2 PICEA glauca White Spruce 7' Ht. B&B $ 128.00 $ 320.00 2 PxB Pyrus x'Bartlett' Bartlett Pear 2.5" Cal. B&B X $ 260.00 $ 1,300.00 1 PxS Pyrus x'Seckel' Seckel Pear 2.5" Cal. B&B X $ 260.00 $ 650.00 4 QR QUERCUS rubra Red Oak 3" Cal. B&B $ 324.00 $ 3,240.00 17 TOE THUJA occidentalis'Emerald' Emerald Arborvitae 6' Ht. B&B 30" O.C. - maintain at 5-6' ht. $ 57.00 $ 2,422.50 5 TON THUJA occidentalis 'Nigra' Dark American Arborvitae 6' Ht. B&B $ 50.00 $ 625.00 Sub -Total $ 16,660.00 Shrubs Qty. Code Scientific Name Common Name Size Sec Notes wholesale installed 5 AAR AMELANCHIER anifolia 'Regent' Regent Serviceberry 36" Cont. X 4' O.C. $ 24.50 $ 306.25 2 AAB ARONIA arbutifolia 'Brilliantissima' Brilliant Red Chokeberry 5' Ht. B&B $ 56.00 $ 280.00 1 CB CORNUS baileyi Bailey Dogwood #5 Cont. X $ 25.50 $ 63.75 5 PB PRUNUS besseyi Hansen's Bush Cherry 36" Ht. Cont. X 2' O.C. $ 36.00 $ 450.00 10 RIBS RIBES'Ben Sarek Black' Ben Sarek Black Currant 36" Ht. Cont. X $ 28.00 $ 700.00 10 RHR RIBES'Hinnonmaki Red' Hinnomaki Red Gooseberry 36" Ht. Cont. X $ 28.00 $ 700.00 6 RA RUBUS'Arapaho' Arapaho Blackberry 30" Ht. Cont. X $ 26.50 $ 397.50 6 RD RUBUS'Darrow' Darrow 30" Ht. Cont. X $ 26.50 $ 397.50 13 TMD JTAXUS x m. 'Densiformis' Everlow Yew 36" Ht. B&B 3.5' O.C. $ 42.00 $ 1,365.00 10 THE JTAXUS x m. 'Everlow' Everlow Yew 36" W. B&B 4'-3" O.C. $ 48.00 $ 1,200.00 Sub -Total $ 5,860.00 Groundcovers & Grasses Qty. Code Scientific Name Common Name Size Sec Notes wholesale installed 180 ABG AJUGA reptans'Burgundy Glow' Burgundy Glow Bugleweed 8" Clump Cont. loll O.C. $ $ 6 PVCN PANICUM v. 'Cloud Nine' Cloud Nine Switch Grass #5 Cont. Cont. $ $ 200 WT IWALDSTEINIA ternata Barren Srawberry 2 Qt. Cont. 10" O.C. $ $ Sub -Total $ Perennials Qty. Code Scientific Name Common Name Size Sec Notes wholesale installed 10 1 HSD I HEMEROCCALLIS 'Stella d Oro' #2 Cont. $ $ PM Perennial & Hosta Mix #2 Cont. Cont. TO BE DETERMINED $ $ Sub -Total $ GRANDTOTAL:l $ 22,520.00 (Page 1 of 1) No Text No Text `p Interested Persons Record and Service List V F. H!A D NT Under the 2004 revisions to Chapter 117, the Development Review Board (DRB) has certain administrative obligations with respect to interested persons. At any hearing, there must be an opportunity for each person wishing to achieve interested person status to demonstrate compliance with the applicable criteria. 24 V.S.A. § 4461(b). The DRB must keep a written record of the name, address and participation of each person who has sought interested person status. 24 V.S.A. § 4461(b). A copy of any decision rendered by the DRB must be mailed to every person or body appearing and having been heard by the DRB. 24 V.S.A. § 4461(b)(3). Upon receipt of.notice of an appeal to the environmental court, the DRB must supply a list of interested persons to the appellant in five working days. 24 V.S.A1610 4471(c). HEARING DATE: �-'� ' � PLEASE PRINT CLEARLY! NAME MAILING ADDRESS PROJECT OF INTEREST CjG� �� 1Liw�l�c� r3 OY- :1 '7 HkIE Pc 3-x `r�03 ANth I > r �FAs t` Tz, Interested Persons Record an d Service Llst :En.'.IUNT Under the 2004 revisions to Chapter 117, the Development Review Board (DRB) has certain administrative obligations with respect to interested persons. At any hearing, there must be an Opportunity for each person wishing to achieve interested person status to demonstrate compliance with the applicable criteria. 24 V.S.A. § 4461(b). The DRB must keep a written record of the name, address and participation of each person who has sought interested person status. 24 V.S.A. § 4461(b). A copy of any decision rendered by the DRB must be mailed to every person or body appearing and having been heard by the DRB. 24 V.S.A. § 4461(b)(3). Upon receipt of notice of an appeal to the environmental court, the DRB must supply a list of interested persons to the appellant in five working days. 24 V.S.A. § 4471(c). HEARING DATE: III 6, (qf; olv PLEASE PRINT CLEARLY1 NAME Q'r? I IV � La;_00 u 4kwa_e\� lc�" I MAILING ADDRESS g0c—.T� Zja (4161 !�. Ao 'UU� 1Z) ((n�3 U L, SP +vL*',Lt( .L. 55- f 4,e-"4 ---Ie,s4 d Oz- 1 l r o ,, Li1 C i\ ' I S PROJECT OF INTEREST 5 . `itLc..-'�d ( , 14 _'. e-5 4 J'�Vp Op�v51r� � S Te J� <L)'j- Interested Persons Record and Service List o u T Under the 2004 revisions to Chapter 117, the Development Review Board (DRB) has certain administrative obligations with respect to interested persons. At any hearing, there must be an Opportunity for each person wishing to achieve interested person status to demonstrate compliance with the applicable criteria. 24 V.S.A. § 4461(b). The DRB must keep a written record of the name, address and participation of each person who has sought interested person status. 24 V.S.A. § 4461(b). A copy of any decision rendered by the DRB must be mailed to every person or body appearing and having been heard by the DRB. 24 V.S.A. § 4461(b)(3). Upon receipt of notice of an appeal to the environmental court, the DRB must supply a list of interested persons to the appellant in five working days. 24 V.S.A. § 4471, c). HEARING DATE: PLEASE PRINT CLEARLY! NAME Rfi A 11 ---- - U CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING DEVELOPMENT REVIEW BOARD Report preparation date: September 13, 2010 \drb\sub\southvillage\Fill_73Chipman_MS-10-10.doc Application received: August 12, 2010 SOUTH VILLAGE COMMUNITIES LLC 73 CHIPMAN STREET MISCELLANEOUS APPLICATION #MS-10-10 Agenda # 7 Meeting Date: September 21, 2010 Owners/Applicant Propertv Information South Village Communities LLC Tax Parcel 0386-00073 c/o SD Ireland companies SEQ Zoning District Ms. Robin Jeffers, Project Manager Williston, VT 05495 Contact David Marshall Civil Engineering Associates, Inc. 10 Mansfield View Lane South Burlington, VT 05403 CITY OF SOUTH BURLINGTON 2 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\southvillage\Fill 73Chipman MS-10-10 doc South Village Communities LLC, hereafter referred to as the applicant, is seeking miscellaneous approval to alter the grade by adding 75 cubic yards of fill to lot #5A, 73 Chipman Street. Associate Planner Cathyann LaRose and Administrative Officer Ray Belair have reviewed the plans submitted on August 12, 2010 and have the following comments. This application shall be reviewed under Section 3.12 of the Land Development Regulations. The removal from land or the placing on land of fill, gravel, sand, loam, topsoil, or other similar material in an amount equal to or greater than twenty (20) cubic yards, except when incidental to or in connection with the construction of a structure on the same lot, shall require the approval of the Development Review Board. The Development Review Board may grant such approval where such modification is requested in connection with the approval of a site plan, planned unit development or subdivision plat. This section does not apply to the removal of earth products in connection with a resource extraction operation. Standards and Conditions for Approval: (1) The Development Review Board shall review a request under this Section for compliance with the standards contained in this sub -Section 3.12(B). An application under Section 3.12(A) above shall include the submittal of a site plan, planned unit development or subdivision plat application showing the area to be filled or removed, and the existing grade and proposed grade created by removal or addition of material. The applicant has submitted an 8 '/2" x 11" sheet showing only the portion of the property with the proposed change in grade due to the addition of fill. The existing and proposed grade changes are shown. It appears that the addition of fill will result in a steeper bank, falling away the recently approved 12-unit building on Aiken Street and towards the subject lot. The Board could discuss the steepness of this bank if it wishes. (2) The Development Review Board, in granting approval may impose any conditions it deems necessary, including, but not limited to, the following: (a) Duration or phasing of the permit for any length of time. The applicant has noted that this fill is used to re -grade the subject lot. For this reason, staff does not recommend a time limit on the placement of the fill. (b) Submission of an acceptable plan for the rehabilitation of the site at the conclusion of the operations, including grading, seeding and planting, fencing drainage, and other appropriate measures. CITY OF SOUTH BURLINGTON 3 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\southvillaae\Fill 73Chipman MS 10 10 doc The applicant has submitted an 8'/z" x 11" sheet showing an area with "erosion control matting, loam seed (typ)", but no typicals have been submitted. The applicant should submit a typical detailing the proposed seeding and other rehabilitation of the site after the placement of the fill. 1. The applicant shall submit a plan detailing the erosion control and seeding proposed for the rehabilitation of the site after the placement of the fill. (c) Provision of a suitable bond or other security adequate to assure compliance with the provisions of this Section. Staff does not feel this requirement will be necessary for the subject application. (d) Determination of what shall constitute pre -construction grade under Section 3.07, Height of Structures. The pre -construction height for future development will be the existing grade. 2. The pre -construction height for future development will be the existing grade. �1lll _,42 1 91WAX991L Staff recommends that the DRB approve miscellaneous application #MS-10-10 subject to the conditional items included herein. Respectfully submitted, Cathy n LaRose, AICP, Associate Planner Copy to: Dave Marshall, Civil Engineering Associates, Contact "0Ol TC .0 i x 1-+_f (; BC 374. -- J-, I-, A r ,! 77 BEND B d IX II_,iii _i -in 375.3 I i g ". SC 377. C/rC s hn w w 3 78.6 / VAN-HC v 75 CD rn DNC ETE f URB ADA SI N I A TYP. ESS BLE 1 HA D I CAP SPACE I Porn ^te, 7m F. p 5 G V4"P j- PPW-n ^t.. f W-0M stt� G t 3. -+ 0.0 ► t 0 \\ , I /J 7 WIDE N R TI SIDE-*ALK W/ i o BIKE] RAC � i I 0 01 WE ' RAC4 i I 380 o o 0 0 / ``' O/ i1 7 3 I I ' E D'K:4 �o I80.0 J \ v� r I 0 30 00 -- I� ---�--_- 5 i I rjc4lE t N Zo f co 7' A D E �N � SIDE-NALK W/ B I K Ej RAC i + I o bo I ° I i o + 0/ j �W i \00 i Q,O\ \j/ j �ARDj DRAT RIM=P79.4 , INV.4375. �• i I i 30 �00 I o j I ,2 Ci 116 C4 RAVE> t4q pc.A.1 - P awn on- F ZU� a tali -a C 13. 2 4=x p.1. E I "= zo , CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING DEVELOPMENT REVIEW BOARD Report preparation date: September 13, 2010 \drb\sub\southvi11age\Fi11_81 Chipman_MS-10-09.doc Application received: August 12, 2010 SOUTH VILLAGE COMMUNITIES LLC 81 CHIPMAN STREET MISCELLANEOUS APPLICATION #MS-10-09 Agenda # 6 Meeting Date: September 21, 2010 Owners/Applicant Property Information South Village Communities LLC Tax Parcel 0386-00081 c/o SD Ireland companies SEQ Zoning District Ms. Robin Jeffers, Project Manager Williston, VT 05495 Contact David Marshall Civil Engineering Associates, Inc. 10 Mansfield View Lane South Burlington, VT 05403 CITY OF SOUTH BURLINGTON 2 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\southvillage\Fill 81 Chipman MS-10-09.doc South Village Communities LLC, hereafter referred to as the applicant, is seeking miscellaneous approval to alter the grade by adding 42 cubic yards of fill to lot #5, 81 Chipman Street. COMMENTS Associate Planner Cathyann LaRose and Administrative Officer Ray Belair have reviewed the plans submitted on August 12, 2010 and have the following comments. This application shall be reviewed under Section 3.12 of the Land Development Regulations. The removal from land or the placing on land of fill, gravel, sand, loam, topsoil, or other similar material in an amount equal to or greater than twenty (20) cubic yards, except when incidental to or in connection with the construction of a structure on the same lot, shall require the approval of the Development Review Board. The Development Review Board may grant such approval where such modification is requested in connection with the approval of a site plan, planned unit development or subdivision plat. This section does not apply to the removal of earth products in connection with a resource extraction operation. Standards and Conditions for Approval: (1) The Development Review Board shall review a request under this Section for compliance with the standards contained in this sub -Section 3.12(B). An application under Section 3.12(A) above shall include the submittal of a site plan, planned unit development or subdivision plat application showing the area to be filled or removed, and the existing grade and proposed grade created by removal or addition of material. The applicant has submitted an 8 '/2" x 11" sheet showing only the portion of the property with the proposed change in grade due to the addition of fill. The existing and proposed grade changes are shown. It appears that the addition of fill will result in a steeper bank, falling away the recently approved 12-unit building on Aiken Street and towards the subject lot. The Board could discuss the steepness of this bank if it wishes. (2) The Development Review Board, in granting approval may impose any conditions it deems necessary, including, but not limited to, the following: (a) Duration or phasing of the permit for any length of time. The applicant has noted that this fill is used to re -grade the subject lot. For this reason, staff does not recommend a time limit on the placement of the fill. (b) Submission of an acceptable plan for the rehabilitation of the site at the conclusion of the operations, including grading, seeding and planting, fencing drainage, and other appropriate measures. CITY OF SOUTH BURLINGTON 3 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\southvillage\Fill 81 Chipman MS-10-09.doc The applicant has submitted an 8'/2" x 11" sheet showing an area with "erosion control matting, loam seed (typ)", but no typicals have been submitted. The applicant should submit a typical detailing the proposed seeding and other rehabilitation of the site after the placement of the fill. 1. The applicant shall submit a plan detailing the erosion control and seeding proposed for the rehabilitation of the site after the placement of the fill. (c) Provision of a suitable bond or other security adequate to assure compliance with the provisions of this Section. Staff does not feel this requirement will be necessary for the subject application. (d) Determination of what shall constitute pre -construction grade under Section 3.07, Height of Structures. The pre -construction height for future development will be the existing grade. 2. The pre -construction height for future development will be the existing grade. 1CZxK01►T,luhl� Staff recommends that the DRB approve miscellaneous application #MS-10-09 subject to the conditional items included herein. Respectfully submitted, Cathya LaRose, AICP, Associate Planner Copy to: Dave Marshall, Civil Engineering Associates, Contact K , ��.. (�J i 7 WIDE N i •_ Tc SIDE-NALK W/ I BC 374. -�- i-° o BIKE] RAC E A iC4ie i BIKE ! i RAC14 d i � O 180.0'COI �W cO 375.3 O '0) / 3 s �i _- ro RDI DRAT I _ i o.d-= RIM=79.4 l i 8, 80.0 INV.=4375. ' BC 377. S � E WALK I C/7C 378.6 / VAN-HC _ v co01) o CONC ETE / URB.-----t:- \pro �ADT SIGN (T4 V AC ESSIBLE, j MR) HA DICAP SPACE Lor S,o► T 5 r j t� C.aP.AkCA Pc.A J — ►V PIZn M� FJZOM 6 t4lz-ET C. t 3, L. E t zo , -- 0.0 ~ , / 7 HIDE N R I -- -- W I SIDE ALK W I _ I x _ BC 374. i- B I K Ej RACRAOI 00 00, BEND Bd ; i I N O I a 0 ' LV, a 1 7 - �— 375.3 G�; C yq ' _ ff f 3 . 9 t —1 BC 377.'E �! +C/TC 378 WAS lc VAN- 7 o , -. NC ETE l00 URB _ ----- ---- - 3 _, V A ESS- ; I (TYP.) , BLEB- HA DICAP SPACE j I Ego sto..1 co VZOL- Lor 6Lo E p5 G �c.,Pvl — Ppw--n j*eL, fV-OOA srtl-vat' c, I CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING DEVELOPMENT REVIEW BOARD Report preparation date: September 13, 2010 \drb\sub\southvillage\Fill_1840SpearSt_MS-10-08.doc Application received: August 12, 2010 SOUTH VILLAGE COMMUNITIES LLC 1840 SPEAR STREET MISCELLANEOUS APPLICATION #MS-10-08 Agenda # 5 Meeting Date: September 21, 2010 Owners/Applicant Property Information South Village Communities LLC Tax Parcel 1640-1840 c/o SD Ireland companies SEQ Zoning District Ms. Robin Jeffers, Project Manager Williston, VT 05495 Contact David Marshall Civil Engineering Associates, Inc. 10 Mansfield View Lane South Burlington, VT 05403 CITY OF SOUTH BURLINGTON 2 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\southvillage\Fill 1840SPearSt MS-10-08.doc South Village Communities LLC, hereafter referred to as the applicant, is seeking miscellaneous approval to alter the grade by adding 55 cubic yards of fill to lot #1, 1840 Spear Street. COMMENTS Associate Planner Cathyann LaRose and Administrative Officer Ray Belair have reviewed the plans submitted on August 12, 2010 and have the following comments. This application shall be reviewed under Section 3.12 of the Land Development Regulations. The removal from land or the placing on land of fill, gravel, sand, loam, topsoil, or other similar material in an amount equal to or greater than twenty (20) cubic yards, except when incidental to or in connection with the construction of a structure on the same lot, shall require the approval of the Development Review Board. The Development Review Board may grant such approval where such modification is requested in connection with the approval of a site plan, planned unit development or subdivision plat. This section does not apply to the removal of earth products in connection with a resource extraction operation. Standards and Conditions for Approval: (1) The Development Review Board shall review a request under this Section for compliance with the standards contained in this sub -Section 3.12(B). An application under Section 3.12(A) above shall include the submittal of a site plan, planned unit development or subdivision plat application showing the area to be filled or removed, and the existing grade and proposed grade created by removal or addition of material. The applicant has submitted an 8 '/2" x 11" sheet showing only the portion of the property with the proposed change in grade due to the addition of fill. The existing and proposed grade changes are shown. It appears that the addition of fill will result in a steeper bank, falling away the recently approved 12-unit building on Aiken Street and towards the subject lot. The Board could discuss the steepness of this bank if it wishes. (2) The Development Review Board, in granting approval may impose any conditions it deems necessary, including, but not limited to, the following: (a) Duration or phasing of the permit for any length of time. The applicant has noted that this fill is used to re -grade the subject lot. For this reason, staff does not recommend a time limit on the placement of the fill. (b) Submission of an acceptable plan for the rehabilitation of the site at the conclusion of the operations, including grading, seeding and planting, fencing drainage, and other appropriate measures. CITY OF SOUTH BURLINGTON 3 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\southvillage\Fill 1840SpearSt MS-10-08.doc The applicant has submitted an 8'/2" x 11" sheet showing an area with "erosion control matting, loam seed (typ)", but no typicals have been submitted. The applicant should submit a typical detailing the proposed seeding and other rehabilitation of the site after the placement of the fill. 1. The applicant shall submit a plan detailing the erosion control and seeding proposed for the rehabilitation of the site after the placement of the fill. (c) Provision of a suitable bond or other security adequate to assure compliance with the provisions of this Section. Staff does not feel this requirement will be necessary for the subject application. (d) Determination of what shall constitute pre -construction grade under Section 3.07, Height of Structures. The pre -construction height for future development will be the existing grade. 2. The pre -construction height for future development will be the existing grade. [MCK018ml�' •► Staff recommends that the DRB approve miscellaneous application #MS-10-08 subject to the conditional items included herein. Respectfully submitted, 19AC�"rri-e — Cathyaro LaRose, AICP, Associate Planner Copy to: Dave Marshall, Civil Engineering Associates, Contact K �l .51 N-1 d TC 0 BC 374.4 L A d� 375.3 9 C/TC 3;78 , �)' ggp 6 VAN cp CONJCETE U URIB, SIGN (T4FO V AC E SIBLE, (TYP.) HA DICAP SPACE nor s,& co 7' VOIDE N Fc, SIDE-*ALK W/ BIKEi RAC \cD (D\ YARDj DRAI RIM=1379.4 INV.=�375. 30 i 0 0 A- C-> 115 (4 MAt> Ktq f 7 LA-1 - t-7 PIZ n M- FgoM 6 t4u,-ST C 13. 2 4:�pc� cj �,�,� W I 7 kIDE N R TI SIDEWALK W � ---,- TC .0 j � �� � / I I x - BC 374. i M o B I K Ei RAC 1 co Oo 77 01 1 BEND B d II N 0 00 3 380. o 7 3 1 �/ - _ I YJ CJ I 4VDO 375.3 fi 3 9 X ' r / L._ '80.0 I // � I BC 377. 5' C WI yy l .t ETC 378.6 W VAN_ I — 7 5 HC co ,� I o T , N C ETE 3 0 F- .O 'l Cka zs +� 00 URB ADA SI N B i V== A 5 _ - (TYP.) HA DICAP SPACE LoT' I I I O sttlVT G► v Permit # 0 00 APPLICATION FOR THE DEVELOPMENT REVIEW BOARD All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the site plan will result in your application being rejected and a delay in the review before the Development Review Board. I understand the presentation procedures required by State Law (Section 4468 of the Planning & Development Act). Also that hearings are held twice a month. That a legal advertisement must appear a minimum of fifteen (15) days prior to the hearing. I agree to pay a hearing fee which is to off -set the cost of the hearing. Type of application (check one).- ( ) Appeal from decision of the Administrative Officer (includes appeals from Notice of Violation ( ) Request for a conditional use ( ) Request for a variance (vO'ther PROVISION OF ZONING ORDINANCE IN QUESTION (IF ANY): CA k WHAT ACTION OF THE ADMINISTRATIVE OFFICER ARE YOU APPEALING ? 1) OWNER OF. RECORD (Name as shown on deed, mailing add , phone & fax #): 2) LOCATION OF LAST RECORDED DEED (book & page #)b 414 3) APPLICANT (name, mailing address, phone and fax #) ' A L!!t ^5 g2%04 atg%_. Ruth Trevithick Harold & Eleanor Bensen Janet Farina 1751 Spear Street 1303 Hayward Road 1807 Spear Street So. Burlington, VT 05403 Corinth, VT 05039 So. Burlington, VT 05403 Mary Pappas PO Box 5735 Burlington, VT 05402-5735 Stuart & Helen Hall Trust 1815 Spear Street So. Burlington, VT 05403 George & Shelley Vinal 1845 Spear Street So. Burlington, VT 05403 William Reed 1967 Spear Street So. Burlington, VT 05403 Alan & Diane Sylvester 1985 Spear Street So. Burlington, VT 05403 Harlan & John Sylvester (reL2003 Spear St.) 51 South Street Burlington, VT 05401 Donald R. Cummings 1811 Spear Street So. Burlington, VT 05403 1827 Spear St. LLC Ref.1827 Spear St. 410 Shelburne Rd. So. Burlington, VT 05403 Mark S. Westergard/Curt Moody 1855 Spear Street So. Burlington, VT 05403 Frank Costantino 1971 Spear Street So. Burlington, VT 05403 John & Amy Averill 3958 Spear Street Shelburne, VT 05482 Craig S. Bartlett, III 4047 Spear Street Shelburne, VT 05482 Carolyn E. Long Revocable Trust Long Littleton, Exempt Family 1720 Spear Street Trust So. Burlington, VT 05403 1720 Spear Street So. Burlington, VT 05403 Richard & Dawn Derridinger 1575 Dorset Street So. Burlington, VT 05403 P:\AutoCADD Pro j ects\2010\10146\City Permitting\SVABUTTERS- PERMITS; NOTIFICATIONS 7- �.(1_10_,CnPar William & Gail Lang 1675 Dorset Street So. Burlington, VT 05403 Ayse Floyd 1813 Spear Street So. Burlington, VT 05403 Patricia C. Calkins Trust 1835 Spear Street So. Burlington, VT 05403 Barbara P. Lande Trust 1865 Spear Street So. Burlington, VT 05403 Diane Sylvester 1985 Spear St. So. Burlington, VT 05403 Daniel Martin 4012 Spear Street Shelburne, VT 05482 Rodolphe & Denise Vallee 4043 Spear Street Shelburne, VT 05482 Lucien & Jane Demers Trust (ref.1505 Dorset St.) P.O. Box 359 Essex Jct, VT 05453 CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING DEVELOPMENT REVIEW BOARD Report preparation date: August 31, 2010 \drb\sub\southvi11age\96Aiken SP10-54.doc Application received: July 27, 2010 SOUTH VILLAGE COMMUNITIES LLC 96 AIKEN STREET SITE PLAN APPLICATION #SP-10-54 Agenda # 5 Meeting Date: September 7, 2010 Owners/Applicant Property Information South Village Communities LLC Tax Parcel 1640-01840 c/o SD Ireland companies SEQ Zoning District Ms. Robin Jeffers, Project Manager Williston, VT 05495 Contact David Marshall Civil Engineering Associates, Inc. 10 Mansfield View Lane South Burlinqton, VT 05403 CITY OF SOUTH BURLINGTON 2 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\southvil1age\96Aiken SP10-54doc South Village Communities, LLC, hereafter referred to as the applicant, is seeking site approval to construct a 12 unit multi -family dwelling, 96 Aiken Street. The Board held a meeting on August 17, 2010 and continued to September 7, 2010 so that the Design Review Committee could review the proposed 12-unit building. COMMENTS Associate Planner Cathyann LaRose and Administrative Officer Ray Belair, referred to herein as Staff, have reviewed the plans submitted on July 27, 2010 and have the following comments. Zoning District & Dimensional Requirements The subject lot is part of a previously approved master plan for the entire Planned Unit Development known as South Village. The proposed project will meet all dimensional requirements and limits which had been approved as part of the Master Plan approval (MP-04- 01 and the amendment MP-05-02). Building coverage is calculated at 35.8% (maximum approved per MP is 50%) and the overall coverage is proposed to be 70.4% (maximum approved per the MP is 75%). SITE PLAN REVIEW STANDARDS Section 14.06 of the South Burlington Land Development Regulations establishes the following general review standards for all site plan applications: (a) The site shall be planned to accomplish a desirable transition from structure to site, from structure to structure, and to provide for adequate planting, safe pedestrian movement, and adequate parking areas. Access to the building is proposed via a one -directional, 22' wide curb cut from Aiken Street, across lot 4A, or 64 Aiken Street. This is a private entrance drive which is proposed to circulate around 64 and 96 Aiken, in one direction, exiting just south of 96 Aiken. There are parallel parking spaces proposed along most of the length of this drive. The drive splits between the buildings to access underground parking for each building. Staff is concerned with how close the private drive is to the property lines, especially the southern egress. Here, the pavement is as close as two (2) feet from the abutting property. This does not provide any room for landscaped screening, or much room for snow storage. This egress is one direction, yet is 22 feet wide. Staff recommends that the parking space here be removed, and that the drive be narrowed, with a minimum of five feet of separation from the property to the south. The Board discussed this at the August 171h meeting and agreed. They have stated that the drive should be at least 5 feet from the property line. 1. The plans shall be revised to show that a grassed or landscaped separation of at least five feet between the egress drive and the property line. CITY OF SOUTH BURLINGTON 3 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drblsub\southvillage\96Aiken SP10-54doc The twelve (12) proposed units require twenty-seven (27) parking spaces. This may be reduced to 24 parking spaces if all spaces are in common and not reserved. The site plan includes parking for 27 vehicles. Pedestrian movement is adequate. (b) Parking shall be located to the rear or sides of buildings. Parking is proposed to be located to the rear and underneath of the building. (c) Without restricting the permissible limits of the applicable zoning district, the height and scale of each building shall be compatible with its site and existing or adjoining buildings. The proposed building is a pitched roof structure. The maximum allowable height in the district is 45 feet for a pitched roof. The proposed building is 44'8". Therefore no height waiver is requested or required. (d) Newly installed utility services and service modifications necessitated by exterior alterations or building expansions shall, to the extent feasible, be underground. 2. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. The South Burlington Water Department reviewed a similar set of previously approved plans and provided comments in a letter dated May 8, 2008 (attached). 3 The applicant shall adhere to the comments of the South Burlington Water Department per the letter dated May 8, 2008. (e) The DRB shall encourage the use of a combination of common materials and architectural characteristics, landscaping, buffers, screens and visual interruptions to create attractive transitions between buildings of different architectural styles. The applicant has submitted elevations of the proposed buildings. Staff finds the proposed buildings to be in compliance with this criterion. (t) Proposed structures shall be related harmoniously to themselves, the terrain, and to existing buildings and roads in the vicinity that have a visual relationship to the proposed structures. The applicant has submitted elevations of the proposed buildings. Staff finds the proposed buildings to be in compliance with this criterion. Site plan applications shall meet the followinq specific standards as set forth in Section 14.07 of the South Burlington Land Development Regulations: (a) The reservation of land may be required on any lot for provision of access to abutting properties whenever such access is deemed necessary to reduce curb cuts CITY OF SOUTH BURLINGTON 4 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\southvi1lage\96Aiken SP10-54doc onto an arterial of collector street, to provide additional access for emergency or other purposes, or to improve general access and circulation in the area. The proposed building is access via a shared curb cut with a similar 12-unit multi -family building. Furthermore, the overall layout of the subdivision has been reviewed as part of Master Plan review and as a 3-step PUD. Staff does not find any need for additional access to abutting properties in relation to this site plan application. (b) Electric, telephone and other wire -served utility lines and service connections shall be underground. Any utility installations remaining above ground shall be located so as to have a harmonious relation to neighboring properties and to the site. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. (c) All dumpsters and other facilities to handle solid waste, including compliance with any recycling or other requirements, shall be accessible, secure and properly screened with opaque fencing to ensure that trash and debris do not escape the enclosure(s). The applicants are proposing to locate the trash and recycling facilities between the two buildings, close to Aiken Street and approximately 30 feet from the sidewalk. However, the applicant is proposing to install a block retaining wall with a 6' high fence atop the wall. The applicant should describe the proposed wall. 4. The Board should discuss the proposed wall, as well as provide testimony that the trash enclosure will also be fully screened to prevent debris from escaping. (d) Landscaping and Screening Requirements Based on submitted building costs of $1,500,000, the minimum landscaping budget should be $22,500. The applicant's current on -site landscaping budget for acceptable trees and shrubs is $22,520. The City Arborist has reviewed the plans for planting details and species selection and provided comments in a memo dated August 23, 2010 (attached). 5. The plans shall be revised to be in compliance with the comments of the City Arborist. Pursuant to Section 13.06(B) of the Land Development Regulations, the plans shall depict snow storage areas that will minimize the potential for run-off. No snow storage areas are shown on the plans. 6. The plans shall be revised to show snow storage areas. A note on the site plan ensures that a bicycle storage rack is to be placed to the front of the building. Lighting Pursuant to Section 13.07(A) of the Land Development Regulations, all exterior lighting shall be CITY OF SOUTH BURLINGTON 5 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\southvi11age\96Aiken SP10-54doc shielded and downcasting to prevent light from spilling onto adjacent properties and rights -of - way. The applicant has submitted lighting details for building mounted lights; they meet the standards set forth in the SBLDR. There is no proposed ground or pole -mounted lights. Other Section 9.05B states that the DRB may approve up to 12 dwelling units per structure, provide that "such approval must be granted in conjunction with approval of a Master Plan, and shall require review and a recommendation of approval by the Design Review Committee of the architectural design, massing, materials, landscaping and other site plan features." The Design Review met on August 23 to discuss this plan, per Section 13.07 of the SBLDRs. They did not recommend any changes to the plans. Staff recommends that the Board continue Site Review Committee meeting and the applicant included in the comments section of this report. Respectfully submitted, CathyanrVLaRose, Associate Planner Plan Application #SP-10-54 subject to a Design satisfactorily addressing the conditional items Copy to: Dave Marshall, Civil Engineering Associates, Contact CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING DEVELOPMENT REVIEW BOARD Report preparation date: August 30, 2010 \drb\sub\southvillage\64Aiken_SP10-54.doc Application received: July 27, 2010 SOUTH VILLAGE COMMUNITIES LLC 64 AIKEN STREET SITE PLAN APPLICATION #SP-10-53 Agenda # 4 Meeting Date: September 7, 2010 Owners/Applicant Property Information South Village Communities LLC Tax Parcel 1640-01840 c/o SD Ireland companies SEQ Zoning District Ms. Robin Jeffers, Project Manager Williston, VT 05495 Contact David Marshall Civil Engineering Associates, Inc. 10 Mansfield View Lane South Burlington, VT 05403 CITY OF SOUTH BURLINGTON 2 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\southvillage\64Aiken SP10 53doc South Village Communities, LLC, hereafter referred to as the applicant, is seeking site approval to construct a 12 unit multi -family dwelling, 64 Aiken Street. The Board held a meeting on August 17, 2010 and continued to September 7, 2010 so that the Design Review Committee could review the proposed 12-unit building COMMENTS Associate Planner Cathyann LaRose and Administrative Officer Ray Belair, referred to herein as Staff, have reviewed the plans submitted on July 27, 2010 and have the following comments. Zoning District & Dimensional Requirements The subject lot is part of a previously approved master plan for the entire Planned Unit Development known as South Village. The proposed project will meet all dimensional requirements and limits which had been approved as part of the Master Plan approval (MP-04- 01 and the amendment MP-05-02). Building coverage is calculated at 35.1 % (maximum approved per MP is 50%) and the overall coverage is proposed to be 68.6% (maximum approved per the MP is 75%). SITE PLAN REVIEW STANDARDS Section 14.06 of the South Burlington Land Development Regulations establishes the followinq general review standards for all site plan applications: (a) The site shall be planned to accomplish a desirable transition from structure to site, from structure to structure, and to provide for adequate planting, safe pedestrian movement, and adequate parking areas. Access to the building is proposed via a one -directional, 22' wide curb cut from Aiken Street, across lot 4A, or 64 Aiken Street. This is a private entrance drive which is proposed to circulate around 64 and 96 Aiken, in one direction, exiting just south of 96 Aiken. There are parallel parking spaces proposed along most of the length of this drive. The drive splits between the buildings to access underground parking for each building. Staff is concerned with how close the private drive is to the property lines, especially the southern egress. Here, the pavement is as close as two (2) feet from the abutting property. This does not provide any room for landscaped screening, or much room for snow storage. This egress is one direction, yet is 22 feet wide. Staff recommends that the parking space here be removed, and that the drive be narrowed, with a minimum of five feet of separation from the property to the south. The Board discussed this at the August 17th meeting and agreed. They have stated that the drive should be at least 5 feet from the property line. 1. The plans shall be revised to show that a grassed or landscaped separation of at least five feet between the egress drive and the property line. CITY OF SOUTH BURLINGTON 3 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\southvillage\64Aiken SP10-53doc The twelve (12) proposed units require twenty-seven (27) parking spaces. This may be reduced to 24 parking spaces if all spaces are in common and not reserved. The site plan includes parking for 27 vehicles. Pedestrian movement is adequate (b) Parking shall be located to the rear or sides of buildings. Parking is proposed to be located to the rear and underneath of the building. (c) Without restricting the permissible limits of the applicable zoning district, the height and scale of each building shall be compatible with its site and existing or adjoining buildings. The proposed building is a pitched roof structure. The maximum allowable height in the district is 45 feet for a pitched roof. The proposed building is 42.4'. Therefore no height waiver is requested or required. (d) Newly installed utility services and service modifications necessitated by exterior alterations or building expansions shall, to the extent feasible, be underground. 2. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. The South Burlington Water Department reviewed a similar set of previously approved plans and provided comments in a letter dated May 8, 2008 (attached). 3. The applicant shall adhere to the comments of the South Burlington Water Department per the letter dated May 8, 2008. (e) The DRB shall encourage the use of a combination of common materials and architectural characteristics, landscaping, buffers, screens and visual interruptions to create attractive transitions between buildings of different architectural styles. The applicant has submitted elevations of the proposed buildings. Staff finds the proposed buildings to be in compliance with this criterion. (t) Proposed structures shall be related harmoniously to themselves, the terrain, and to existing buildings and roads in the vicinity that have a visual relationship to the proposed structures. The applicant has submitted elevations of the proposed buildings. Staff finds the proposed buildings to be in compliance with this criterion. Site plan applications shall meet the following specific standards as set forth in Section 14.07 of the South Burlington Land Development Regulations - (a) The reservation of land may be required on any lot for provision of access to abutting properties whenever such access is deemed necessary to reduce curb cuts CITY OF SOUTH BURLINGTON 4 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\southvillage\64Aiken SP10-53doc onto an arterial of collector street, to provide additional access for emergency or other purposes, or to improve general access and circulation in the area. The proposed building is access via a shared curb cut with a similar 12-unit multi -family building. Furthermore, the overall layout of the subdivision has been reviewed as part of Master Plan review and as a 3-step PUD. Staff does not find any need for additional access to abutting properties in relation to this site plan application. (b) Electric, telephone and other wire -served utility lines and service connections shall be underground. Any utility installations remaining above ground shall be located so as to have a harmonious relation to neighboring properties and to the site. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. (c) All dumpsters and other facilities to handle solid waste, including compliance with any recycling or other requirements, shall be accessible, secure and properly screened with opaque fencing to ensure that trash and debris do not escape the enclosure(s). The applicants are proposing to locate the trash and recycling facilities between the two buildings, close to Aiken Street and approximately 30 feet from the sidewalk. However, the applicant is proposing to install a block retaining wall with a 6' high fence atop the wall. The applicant should describe the proposed wall. 4. The Board should discuss the proposed wall, as well as provide testimony that the trash enclosure will also be fully screened to prevent debris from escaping. (d) Landscaping and Screening Requirements Based on submitted building costs of $1,500,000, the minimum landscaping budget should be $22,500. The applicant's current on -site landscaping budget for acceptable trees and shrubs is $22, 520. The City Arborist has reviewed the plans for planting details and species selection and provided comments in a memo dated August 23, 2010 (attached). 5. The plans shall be revised to be in compliance with the comments of the City Arborist. Pursuant to Section 13.06(B) of the Land Development Regulations, the plans shall depict snow storage areas that will minimize the potential for run-off. No snow storage areas are shown on the plans. 6. The plans shall be revised to show snow storage areas. A note on the site plan ensures that a bicycle storage rack is to be placed to the front of the building. Lighting Pursuant to Section 13.07(A) of the Land Development Regulations, all exterior lighting shall be shielded and downcasting to prevent light from spilling onto adjacent properties and rights-of- CITY OF SOUTH BURLINGTON 5 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\southvillage\64Aiken SP10 53doc way. The applicant has submitted lighting details for building mounted lights; they meet the standards set forth in the SBLDR. There is no proposed ground or pole -mounted lights. Other Section 9.05E states that the DRB may approve up to 12 dwelling units per structure, provide that "such approval must be granted in conjunction with approval of a Master Plan, and shall require review and a recommendation of approval by the Design Review Committee of the architectural design, massing, materials, landscaping and other site plan features." The Design Review met on August 23 to discuss this plan, per Section 13.07 of the SBLDRs. They did not recommend any changes to the plans. Staff recommends that the Board approve Site Plan Application #SP-10-53 subject to the conditional items included in the comments section of this report. Respectfully submitted, AM ka4thyan",LaRose, AICP, Associate Planner Copy to: Dave Marshall, Civil Engineering Associates, Contact Landscape Review South Village Lot 4A T J Boyle, Assoc, LA 8/23/10 I noticed a couple of discrepancies between the planting schedule and the abbreviations on the plan: 1. MFG listed on the plan but closest thing in planting schedule is MFJ, Malus fuji ' 2. PB listed on the plan, closest thing in planting schedule is P x B, Pyrus x `bartlett' Item 6 in General Planting Notes should be changed to read that all root wrapping materials shall be removed (regardless of whether or not they are natural or synthetic) Prepared by T.J. Boyle Associates, LLC SOUTH VILLAGE LOT 4A: PLANTING SCHEDULE August 13, 2010 Trees Qty. Code Scientific Name Common Name Size Sec Edible Notes Unit Price Installed 1 AG ACER griseum Paperbark Maple 12' Ht. B&B clump, 3 stems $ 360.00 S 900.00 3 AxG AMELANCHIER x grandiflora Apple Serviceberry (Juneberry) 6' Ht. B&B X clump, 6-7 stems $ 120.00 S 900.00 3 CM CORNUS mas Cornelian Cherry 8' Ht. B&B X clump, 3-5 stems $ 140.00 $ 1,050.00 3 GTIS GLEDITSIA t.i. 'Skyline' Skyline Honeylocust 3" Cal. B&B $ 230.00 $ 1,725.00 1 JC JUGLANS cincerea Butternut 2.5" Cal. B&B X $ 235.00 $ 587.50 2 MFJ MALUS'Fuji' Fuji Fruiting Apple 2.5" Cal. B&B X $ 230.00 S 1,150.00 2 MMC MALUS'Mclntosh' McIntosh Fruiting Apple 2.5" Cal. B&B X $ 228.00 S 1,140.00 1 PG1 PICEA glauca White Spruce 10' Ht. B&B $ 260.00 $ 650.00 1 PG2 PICEA glauca White Spruce 7' Ht. B&B $ 128.00 S 320.00 2 PxB Pyrus x'Bartlett' Bartlett Pear 2.5" Cal. B&B X $ 260.00 S 1,300.00 1 PxS Pyrus x'SeckeI' Seckel Pear 2.5" Cal. B&B X $ 260.00 $ 650.00 4 OR QUERCUS rub Red Oak 3" Cal. B&B $ 324.00 $ 3,240.00 17 TOE I THUJA occidentalis'Emerald' Emerald Arborvitae 6' Ht. B&B 30" O.C. -maintain at 5-6' ht. $ 57.00 S 2,422.50 5 1 TON ITHUJA occidentalis 'Nigra' Dark American Arborvitae 6' Ht. B&B $ 50.00 S 625.00 Sub -Total S 16,660.00 Shrubs Qty. Code Scientific Name Common Name Size Sec Notes wholesale installed 5 AAR AMELANCHIER an ifolia 'Regent' Regent Serviceberry 36" Cont. X 4' O.C. $ 24.50 S 306.25 2 AAB ARONIA arbutifolia 'Brill ia ntissima' Brilliant Red Chokeberry 5' Ht. B&B $ 56.00 $ 280.00 1 CB CORNUS baileyi Bailey Dogwood #5 Cont. X $ 25.50 $ 63.75 5 PB PRUNUS besseyi Hansen's Bush Cherry 36" Ht. Cont. X 2' O.C. $ 36.00 $ 450.00 10 RBS RIBES 'Ben Sarek Black' Ben Sarek Black Currant 36" Ht. Cant. X $ 28.00 S 700.00 10 RHR RIBES'Hinnonmaki Red' Hinnomaki Red Gooseberry 36" Ht. Cont. X $ 28.00 $ 700.00 6 RA RUBUS'Arapaho' Arapaho Blackberry 30" Ht. Cont. X $ 26.50 $ 397.50 6 RD RUBUS'Darrow' Darrow 30" Hit. Cont. X $ 26.50 S 397.50 13 TMD TAXUS x m. 'Densiformis' Everlow Yew 36" Ht. B&B 3.5' O.C. $ 42.00 S 1,365.00 10 THE TAXUS x m. 'Everlow' Everlow Yew 36" W. B&B 4'-3" O.C. $ 48.00 $ 1,200.00 Sub -Total $ 5,860.00 ^ Groundcovers & Grasses Code Scientific Name Common Name Size Sec Notes wholesale installed AJUGA reptans'Burgundy Glow' Burgundy Glow Bugleweed 8" Clump Cont. 10" O.C. $ $ I �ABG N PANICUM v.'Cloud Nine' Cloud Nine Switch Grass #5 Cont. Cont. $ $ WALDSTEINIA ternata Barren Srawberry 2 Qt. Cont. 10" O.C. $ $ Sub -Total $ Perennials Qt . Code I Scientific Name Common Name Size Sec Notes wholesale installed 10 HSD I HEMEROCCALLIS 'Stella d Oro' #2 Cont. $ $ PM jPerennial & Hosta Mix #2 Cont. Cont. TO BE DETERMINED $ $ - Sub -Total S GRAND T0TAL:1 $ 22,520.00 (Page 1 of 1) SOUTH BURLINGTON WATER DEPARTMENT 403 Queen City Park Road South Burlington, VT 05403 Phone: (802) 864-4361 Fax: (802) 864-0435 MEMORANDUM To: Ray Belair Cathyann LaRose From: Jay Nadeau Date: May 8, 2008 Re: Site Plan Comments 64 and 96 Aiken Street, Lot 4 South Village Below are my comments on the above referenced site plans: 1. The proposed six-inch (6") water service to lot 4B must not be installed within three -feet (3') of the fire hydrant swivel -tee, nor within four -feet (4') of the proposed gas lines to lot 21. 2. The proposed gas lines to lot 21 must not be located within ten -feet (10') of the fire hydrant (STA. 602+05) Please contact me if you have any questions. rAVI! t, IGAI ICH;RlNG I, K, 10 Mansfield View Lane South Burlington, VT 05403 August 31, 2010 Ms. Cathyann LaRose, Assistant Planner City of South Burlington 575 Dorset Street South Burlington, Vermont 05403 Re: South Village PRD South Village Communities, LLC Site Plan Applications for Lots 4A & 4B Dear Ms. LaRose: Phone: 802-864-2323 Fax: 802-864-2271 E-Mail: mail@cea-vt.com RECEIVED AUG 3 1 2010 City of So. Burlington In accordance with guidance from the Development Review Board received at the last public hearing, we have outlined below the modifications to the design plans in support of the proposed 12-unit condominium buildings on Lots 4A and 4B. Lot 4B Pavement Width - We have revised the egress lane on the south side of the Lot 4B building to eliminate the van accessible handicap space. This has allowed the pavement width to be reduced by 8 feet while also introducing the recommended 5-foot green space between the pavement and the property line. Parking Waiver - The van accessible handicap space was relocated to the common area between the underground garage entry points. This relocation has caused the loss of one parking space in this area for the loading aisle along with the loss of the space on the south side of the building. The parallel parking on the west side of the buildings was shifted slightly to maximize the number of parking spaces that could be accommodated creating an increase of one parking space. Despite this effort, the relocation of the handicap space and its associated unloading/loading aisle has created a deficit of one parking space from the required number of 12 units x 2.25 spaces/unit = 27 spaces. .As such, we are now formally requesting a one space waiver as we discussed during the past hearing. Dumpster Screening - Sheet C13.7 now includes the details for the proposed means of screening the dumpster area located between the garage entry points. Ms. Cathyann LaRose Page 2 of 2 August 31, 2010 Fencing - The safety fencing proposed along the top of the wall has been revised to now reflect the proposed use of a 42" (minimum height for safety) picket fence consistent with the type of fencing already in use at South Village. Site Landscaping — We submit as a hard copy attachment the same landscaping plans and schedule of values submitted to you via e-mail on August 17th. These revisions reflect the proper valuation of the proposed landscaping. These landscaping plans will be updated to show the new pavement edges developed with the handicap space relocation and will be forwarded under separate cover. This completes our summary of the proposed submittal updates associated with the Site Plan Applications for the Lot 4A and Lot 413 Condominium Buildings. If you should have any questions, please feel free to contact me at 864-2323 x310. Respectfully, --------------- David S. Marshall, P.E. Project Engineer \dsm Attachments: 8-17-10 Landscaping Values Schedules 8-17-10 Landscaping Plans (to be updated) 1 set of updated 11" x 17" plans, 5 sets of full size updated plans CC' R. Jeffers (w/ enclosures, 11x17 plans) M. Dufresne (w/ enclosures, 11x17 plans) M. Buscher (w/ enclosures, 11x17 plans) CEA File 10146.00 (w/ enclosure) P:\AutoCADD Projects\2010\10146\City Permitting\LaRose3- Lot 4 Site Plan Application Cover letter.wpd Prepared by T.J. Boyle Associates, LLC August 13, 2010 Qnl ITH VII I Ar:F I r)T AA- PI ANTINr. SCHFntll F Trees Qty. Code Scientific Name Common Name Size Spec Edible Notes Unit Price Installed 1 AG ACER griseum Paperbark Maple 12' Ht. B&B clump, 3 stems $ 360.00 $ 900.00 3 AxG AMELANCHIER x grandiflora Apple Serviceberry (Juneberry) 8' Ht. B&B X clump, 6-7 stems $ 120.00 $ 900.00 3 CM CORNUS mas Cornelian Cherry 8' Ht. B&B X clump, 3-5 stems $ 140.00 $ 1,050.00 3 GTIS GLEDITSIA t.i.'Skyline' Skyline Honeylocust 3" Cal. B&B $ 230.00 $ 1,725.00 1 JC JUGLANS cincerea Butternut 2.5" Cal. B&B X $ 235.00 $ 587.50 2 MFJ MALUS'Fuji' Fuji Fruiting Apple 2.5" Cal. B&B X $ 230.00 $ 1,150.00 2 MMC MALUS'Mclntosh' McIntosh Fruiting Apple 2.5" Cal. B&B X $ 228.00 $ 1,140.00 1 PG1 PICEA glauca White Spruce 10' Ht. B&B $ 260.00 $ 650.00 1 PG2 PICEA glauca White Spruce 7' Ht. B&B $ 128.00 $ 320.00 2 PxB Pyrus x'Bartlett' Bartlett Pear 2.5" Cal. B&B X $ 260.00 $ 1,300.00 1 PxS Pyrus x'Seckel' Seckel Pear 2.5" Cal. B&B X $ 260.00 $ 650.00 4 OR QUERCUS rubra Red Oak 3" Cal. B&B $ 324.00 $ 3,240.00 17 1 TOE JTHUJA occidentalis'Emerald' Emerald Arborvitae 6' Ht. B&B 30" O.C. - maintain at 5-6' ht. $ 57.00 $ 2,422.50 5 1 TON JTHUJA occidentalis 'Nigra' Dark American Arborvitae 6' Ht. B&B $ 50.00 $ 625.00 Sub -Total $ 16,660.00 Shrubs Qty. Code Scientific Name Common Name Size Sec Notes wholesale installed 5 AAR AMELANCHIER anifolia 'Regent' Regent Serviceberry 36" Cont. X 4' O.C. $ 24.50 $ 306.25 2 AAB AROMA arbutifolia 'Brilliantissima' Brilliant Red Chokeberry 5' Ht. B&B $ 56.00 $ 280.00 1 CB CORNUS baileyi Bailey Dogwood #5 Cont. X $ 25.50 $ 63.75 5 PB PRUNUS besseyi Hansen's Bush Cherry 36" Ht. Cont. X 2' O.C. $ 36.00 $ 450.00 10 RBS RIBES 'Ben Sarek Black' Ben Sarek Black Currant 36" Ht. Cont. X $ 28.00 $ 700.00 10 RHR RIBES'Hinnonmaki Red' Hinnomaki Red Gooseberry 36" Ht. Cont. X $ 28.00 $ 700.00 6 RA RUBUS'Arapaho' Arapaho Blackberry 30" Ht. Cont. X $ 26.50 $ 397.50 6 RD RUBUS'Darrow' Darrow 30" Ht. Cont. X $ 26.50 $ 397.50 13 TMD TAXUS x m. 'Densiformis' Everlow Yew 36" Ht. B&B 3.5' O.C. $ 42.00 $ 1,365.00 10 THE TAXUS x m.'Everlow' Everlow Yew 36" W. B&B 4'-3" O.C. $ 48.00 $ 1,200.00 sub- I otal s 5,86o.00 Gmunrlrnvars A Grasses Qty. Code Scientific Name Common Name Size Sec Notes wholesale installed 180 ABG AJUGA reptans'Burgundy Glow' Burgundy Glow Bugleweed 8" Clump Cont. loll O.C. $ $ 6 PVCN PANICUM v. 'Cloud Nine' Cloud Nine Switch Grass #5 Cont. Cont. $ $ 200 WT IWALDSTEINIA temata Barren Srawberry 2 Qt. Cont. 10" O.C. $ $ Sub- I otal $ Parannialc Qty. Code Scientific Name Common Name Size Sec Notes wholesale Iinstalled 10 1 HSD I HEMEROCCALLIS' Stella d Oro' #2 Cont. $ $ PM jPerennial & Hosta Mix #2 Cont. Cont. TO BE DETERMINED 1 $ $ RECEIVED AUG 3 1 2010 Sub- I otal $ GRAND TOTAL: $ 22,520.00 City of So. Burlington (Page 1 of 1) Prepared by T.J. Boyle Associates, LLC August 13, 2010 SOUTH VILLAGE LOT 413: PLANTING SCHEDULE Trees Qty. Code Scientific Name Common Name Size Spec Edible Notes Unit Price Installed 2 AG ACER griseum Paperbark Maple 12' Ht. B&B clump, 3 stems $ 360.00 $ 1,800.00 1 AxG AMELANCHIER x grandiflora Apple Serviceberry (Juneberry) 14' Ht. B&B X clump, 6-7 stems $ 360.00 $ 900.00 3 CM CORNUS mas Cornelian Cherry 9' Ht. B&B X clump, 3-5 stems $ 140.00 $ 1,050.00 3 GTIS GLEDITSIA U. 'Skyline' Skyline Honeylocust 3" Cal. B&B $ 230.00 $ 1,725.00 1 JC JUGLANS cincerea Butternut 2.5" Cal. B&B X $ 235.00 $ 587.50 2 MFJ MALUS'Fuji' Fuji Fruiting Apple 2.5" Cal. B&B X $ 230.00 $ 1,150.00 2 MMC MALUS'Mclntosh' McIntosh Fruiting Apple 2.5" Cal. B&B X $ 228.00 $ 1,140.00 1 PG1 PICEA glauca White Spruce 10' Ht. B&B $ 260.00 $ 650.00 2 PMR PRUNUS x'Mount Royal' Mount Royal Plum 2" Cal. B&B X $ 165.00 $ 825.00 1 PxB Pyrus x'Bartlett' Bartlett Pear 2.5" Cal. B&B X $ 260.00 $ 650.00 1 PxS Pyrus x'Seckel' Seckel Pear 2.5" Cal. B&B X $ 260.00 $ 650.00 3 OR QUERCUS rubra Red Oak 3" Cal. B&B $ 324.00 $ 2,430.00 17 1 TOE JTHUJA occidentalis'Emerald' Emerald Arborvitae 6' Ht. B&B 30" O.C. - maintain at 5-6' ht. $ 57.00 $ 2,422.50 Sub -Total $ 15,980.00 Shrubs Qty. Code Scientific Name Common Name Size Spec Notes wholesale installed 3 AAR AMELANCHIER anifolia'Regent' Regent Serviceberry 36" Cont. X 4' O.C. $ 24.50 $ 183.75 2 AAB ARONIA arbutifolia'Brilliantissima' Brilliant Red Chokeberry 5' Ht. B&B $ 56.00 $ 280.00 1 CB CORNUS baileyi Bailey Dogwood #5 Cont. X $ 25.50 $ 63.75 8 FNH FORSYTHIA'New Hampshire Gold' New Hampshire Gold Forsythia 4' Ht. Cont. X $ 30.00 $ 600.00 3 PB PRUNUS bessep Hansen's Bush Cherry 36" Ht. Cont. X 2' O.C. $ 36.00 $ 270.00 6 RAG RHUS aromatica'Grow Low' Grow Low Sumac #5 Cont. Cont. $ 28.00 $ 420.00 10 RBS RIBES 'Ben Sarek Black' Ben Sarek Black Currant 36" Ht. Cont. X $ 28.00 $ 700.00 10 RHR RIBES'Hinnonmaki Red' Hinnomaki Red Gooseberry 36" Ht. Cont. X $ 28.00 $ 700.00 6 RH RUBUS'Heritage' Heritage Raspberry 36" Ht. Cont. X 2' O.C. $ 30.00 $ 450.00 5 RB RUBUS'Boyne' Boyne Raspberry 36" Ht. Cont. X 2' O.C. $ 30.00 $ 375.00 13 TMD TAXUS x m. 'Densiformis' Everlow Yew 36" Ht. B&B 3.5' O.C. $ 42.00 $ 1,365.00 10 1 THE TAXUS x m. 'Everlow' lEverlowYew 36" W. B&B 4'-3" O.C. $ 48.00 $ 1,200.00 5uD- I otal $ ti,bui.su Groundcovers & Grasses Qty. I Code I Scientific Name I Common Name Size Spec Notes wholesale installed 220 1 ABG JAJUGA reptans 'Burgundy Glow' IBurgundy Glow Bugleweed 8" Clump Cont. 10" O.C. $ $ 130 1 WT IWALDSTEINIAternata jBarren Srawberry 2 Qt. Cont. loll O.C. $ $ 5uo- I otal $ Perennials Qty. Code Scientific Name Common Name Size Sec Notes wholesale installed 4 1 HSD I HEMEROCCALLIS ' Stella d Oro' #2 Cont. $ $ PM jPerennial & Hosta Mix #2 Cont. Cont. TO BE DETERMINED $ $ RECEIVED AUG 3 1 2010 Sub- I otal $ GRAND T0TAL:j $ 22,587.50 City of So. Burlington (Page 1 of 1) CIVIL e! IGI1111HI'Mi IG A`J:JOCIArt"'50, INC, 10 Mansfield View Lane South Burlington, VT 05403 August 12, 2010 Ms. Cathyann LaRose, Assistant Planner City of South Burlington 575 Dorset Street South Burlington, Vermont 05403 Phone: 802-864-2323 Fax: 802-864-2271 E-Mail: mail@cea-vt.com RECEIVED AUG 12 2010 City of So. Burlington Re: South Village PRD South Village Communities, LLC Miscellaneous Permit Applications for fill placement on Lots 1, 5, & 5A Dear Ms. LaRose: In accordance with the guidance provided by Ray belair, please find attached individual applications for the proposed placement of fill on Lots 1, 5 and 5A at South Village. Each application includes an 8.5" x 11" plan of the proposed fill areas and grading and EPSC measures to be employed. These plans represent portions of the plan sheets submitted for the Lot 4A and Lot 4B condominium buildings and rely upon the same detail sheets and narratives in that application package. If you should have any questions, please feel free to contact me at 864-2323 x310. Respectfully, David S. Marshall, P. Project Engineer Attachments: Individual Permit Applications packages for Lots 1, 5 & 5A with the following enclosures: Miscellaneous Permit Application $88 Application Fee List of Abutters Partial Site Plans cc: R. Jeffers (w/ enclosures, 11 x1 7 plans) CEA File 10146.00 (w/ enclosure) PAAutoCADD Projects\20IO\10146\City Permitting\LaRose - Lot 4 Misc Permits Cover letter.wpd } Page 1 of 1 ray From: Dave Marshall [dmarshall@cea-vt.com] Sent: Monday, August 30, 2010 4:24 PM To: ray Cc: 'Robin Jeffers' Subject: RE: South Village Fill Applications Ray - These are the computed fill quantities. 1840 Spear Street - Lot 1 - 55 c.y. 73 Chipman Street - Lot 5 - 75 c.y. 81 Chipman Street - Lot 5A - 42 c.y. Sorry for the delay. Best David S. Marshall, P.E Civil Engineering Associates, Inc. 10 Mansfield View Lane South Burlington, VT 05403 P 802-864-2323 x310 F 864-2271 From: ray [mailto:rbelair@sburl.com] Sent: Thursday, August 19, 2010 1:55 PM To: dmarshall@cea-vt.com Subject: South Village Fill Applications Hi Dave, Could you please let me know how much fill is involved on each lot? Thanks. 8/31/2010 r A►2 southburlinpton PLANNING & ZONING April 5, 2011 Ms. Robin Jeffers, Project Manager South Village Communities, LLC c/o SD Ireland Companies Williston, VT 05495 Re: Expiration of Site Plan Approval #SP-10-53, 64 Aiken Street Dear Ms. Jeffers: Please be advised that site plan approval #SP-10-53 issued to you on 9/10/10 for a 12 unit multi -family dwelling at 64 Aiken Street has expired. This approval expired due to the failure to obtain a zoning permit within six (6) months from the approval date as required by condition # 7 of said decision. Should you have any questions, please feel free to contact me. Sincer 14V�k Raymond J. Belair Administrative Officer 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com A southburlington PLANNING & ZONING April 5, 2011 Ms. Robin Jeffers, Project Manager South Village Communities, LLC c/o SD Ireland Companies Williston, VT 05495 Re: Expiration of Site Plan Approval #SP-10-54, 96 Aiken Street Dear Ms. Jeffers: Please be advised that site plan approval #SP-10-54 issued to you on 9/10/10 for a 12 unit multi -family dwelling at 96 Aiken Street has expired. This approval expired due to the failure to obtain a zoning permit within six (6) months from the approval date as required by condition # 8 of said decision. Should you have any questions, please feel free to contact me. Sincerel ., i Raymond J. Belair Administrative Officer 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com 400�.VERMONn �/4 State of Vermont Agency of Natural Resources Department of Environmental Conservation [Phone] 802-879-5656 Drinking Water and Groundwater Protection Division [fax] 802-879-3871 Essex Regional Office ill West Street Essex Junction, VT 05452-4695 www.seMic.vt.gov April 15, 2015 Judith L. Zullo, Esquire Doremus Kantor & Zullo PO Box 445 Burlington, VT 05402-0445 Dear Judith: Subject: WW-4-2613-2 - South Village Communities, LLC Lot 48 and SMSDC, LLC Lot 5o boundary line adjustment Lot 48Project description located S. Jefferson Avenue in South Burlington, Vermont. Thank you for your request for a determination for the above referenced project. It is my understanding that the acreage of the two lots will remain the same before and after the boundary line adjustment, Lot 50 is served by municipal water and sewer services and Lot 48 is unimproved. The boundary line adjustment was shown on the plan entitled "Boundary Adjustment Lots 48 & 50 South Village Communities LLC South Jefferson Road, South Burlington, Vermont" dated April 9, 2015 prepared by Civil Engineering Associates, Inc. Therefore, the project as described above meets the criteria for an exemption under Section 1-304(a)(11) of the Wastewater System and Potable Water Supply Rules. In issuing this opinion we have relied entirely on the information submitted to us, and the landowner(s) submitting this application are responsible for its accuracy. Should it be determined in the future that the facts were not as stated, this letter will not prevent the Agency from taking appropriate enforcement action. There shall be no change in use, expansion, modification or replacement of the water supply and / or wastewater disposal systems serving this project without prior review and approval by the Drinking Water and Groundwater Protection Division. Although not required, it is recommended that this letter be recorded in the South Burlington Land Records. For The Drinking Water and Groundwater Protection Division J anne Wyman J Regional Engineer cc: South Burlington Planning Commission Civil Engineering Associates Regional Offices —Barre/EssexJct./Rutland/Springfield/St. Johnsbury VERMONT State of Vermont Department of Environmental Conservation Agency of Natural Resources Drinking Water and Groundwater Protection Division WASTEWATER SYSTEM AND POTABLE WATER SUPPLY PERMIT LAWS/REGULATIONS INVOLVED io V.S.A. Chapter 64, Potable Water Supply and Wastewater System Permit Wastewater System and Potable Water Supply Rules, Effective September 29, 2007 Chapter 21, Water Supply Rules, Effective December 1, 2oio Landowner(s): South Village Communities, LLC Permit Number: WW-4-2613-2 c/o SD Ireland Properties PIN: 193 Industrial Avenue Williston VT 05495 This permit affects property identified as Town Tax Parcel ID # South Burlington: 164o-o184o referenced in a deed recorded in Book 8o1 Page(s) 465-466 of the Land Records in South Burlington, Vermont. This project, consisting of amending WW-4-2613 and WW-4-2613-1 for the construction of Building A (two 1-bedroom units and ten 2-bedroom units), Building B (ten 2-bedroom units), and Building C (two 1-bedroom units and ten 2- bedroom units) on Lot #50, construction of water service and wastewater service lines, served by municipal water supply services and municipal wastewater disposal services located on S. Jefferson Avenue in South Burlington, Vermont, is hereby approved under the requirements of the regulations named above subject to the following conditions. 1.GENERAL 1.1 The project shall be completed as shown on the following plans and/or documents prepared by David Marshall, P.E., of Civil Engineering Associates, Inc. with the stamped plans listed as follows: Sheet Number Title Plan Date Plan Revision Date C25.0 Overall Site Plan 5/01/2013 8/13/2013 C25.3 Lot 50 Utility Plan 5/01/2013 8/13/2013 C25.9 Site & Utility Details 5/01/2013 11/27/2013 C25.10 Specifications 5/01/2013 C25.11 Specifications 5/01/2013 C25.11 Specifications 5/01/2013 C25.12 Specifications 5/01/2013 C25.12 Specifications 5/01/2013 1.2 This permit does not relieve the landowner from obtaining all other approvals and permits PRIOR to construction including, but not limited to, those that may be required from the Act 25o District Environmental Commission; the Drinking Water and Groundwater Protection Division; the Watershed Management Division; the Division of Fire Safety; the Vermont Department of Health; the Family Services Division; other State departments; or local officials. 1.3 The conditions of this permit shall run with the land and will be binding upon and enforceable against the landowner and all assigns and successors in interest. The landowner shall record and index this permit in the South Burlington Land Records within thirty, (3o) days of issuance of this permit and prior to the conveyance of any lot subject to the jurisdiction of this permit. 1.4 The landowner shall record and index all required installation certifications and other documents that are required to be filed under these Rules or under a specific permit condition in the South Burlington Land Records and ensure that copies of all certifications are sent to the Secretary. Regional Offices — Barre/Essex Jet./Rutland/Springfield/St. Johnsbury Wastewater System and Potable Water c. � ly Permit W W-4-2613-2 r Page 2 of 3 1.5 No permit issued by the Secretary shall be valid for a substantially completed potable water supply and wastewater system until the Secretary receives a signed and dated certification from a Vermont Licensed Designer (or where allowed, the installer) that states: "I hereby certify that, in the exercise of my reasonable professional judgment, the installation -related information submitted is true and correct and the potable water supply and wastewater system were installed in accordance with the permitted design and all the permit conditions, were inspected, were properly tested, and have successfully met those performance tests", or which otherwise satisfies the requirements of §1-308 and §1-911 of the referenced rules. 1.6 All conditions set forth in Permit Number WW-4-2613 and WW-6-2613-1 shall remain in effect except as amended or modified herein. This project is approved for the construction of two 12-unit townhouse buildings and one 10-unit townhouse building on the existing 1.4o acre Lot# 50. 1.7 Construction of additional nonexempt buildings, including commercial and residential buildings, is not allowed without prior review and approval by the Drinking Water and Groundwater Protection Division and such approval will not be granted unless the proposal conforms to the applicable laws and regulations. No construction is allowed that will cause non-compliance with an existing permit. 1.8 Each purchaser of any portion of the project shall be shown a copy of the Wastewater System and Potable Water Supply Permit and the stamped plan(s), if applicable, prior to conveyance of any portion of the project to that purchaser. 1.9 By acceptance of this permit, the landowner agrees to allow representatives of the State of Vermont access to the property covered by the permit, at reasonable times, for the purpose of ascertaining compliance with the Vermont environmental and health statutes and regulations, and permit conditions. 1.10 Any person aggrieved by this permit may appeal to the Environmental Court within 36 days of the date of issuance of this permit in accordance with io V.S.A. Chapter 22o and the Vermont Rules of Environmental Court Proceedings. 2.WATER SUPPLY 2.1 The components of the potable water supply herein approved shall be routinely and reliably inspected during construction by a Vermont Licensed Designer (or where allowed, the installer) who shall, upon completion and prior to occupancy of the associated building, report in writing to the Drinking Water and Groundwater Protection Division that the installation was accomplished in accordance with the referenced plans and permit conditions, as specifically directed in Condition #1.5 herein. 2.2 This project is approved for connection to the water supply system owned by the City of South Burlington for a maximum of 8640 gallons of water per day. 2.3 The landowner shall install and maintain backflow preventign devices that conform to Vermont Department of Public Safety standards and NFPA 13 for any connection of a sprinkler fire suppression system to a public drinking water system. 2.4 This permit is based, in part, on a municipal approval for connection to their water distribution system. If the municipal approval expires, this permit shall be invalid unless the municipality renews its approval. If the municipality approval expires, a new permit must be issued for the project. An updated application form and an application fee will be required for the project. A new municipal approval letter shall be required. The rules in effect at the time of the filing of the application for a new permit will be applied to the project. g.WASTEWATER DISPOSAL 3.1 The components of the sanitary wastewater system herein approved shall be routinely and reliably inspected during construction by a Vermont Licensed Designer (or where allowed, the installer) who shall, upon completion and prior to occupancy of the associated building, report in writing to the Drinking Water and Groundwater Protection Division that the installation was accomplished in accordance with the referenced plans and permit conditions, as specifically directed in Condition #1.5 herein. 3.2 This project is approved for connection to the City of South Burlington wastewater treatment facility as depicted on the plan(s) stamped by the Drinking Water and Groundwater Protection Division. The project is approved for a maximum of 686o gallons of wastewater per day. 3.3 This permit is based, in part, on a municipal approval for connection to their wastewater treatment facility. If the municipal approval expires, this permit shall be invalid unless the municipality renews its approval. If the Wastewater System and Potable Water S• ­Tly Permit WW-4-2613-2 Page 3Of3 municipality approval expires, a new permit must be issued for the project. An updated application form and an application fee will be required for the project. A new municipal approval letter shall be required if the project is served by the municipal wastewater collection system. The rules in effect at the time of the filing of the application for a new permit will be applied to the project. David K. Mears, Commissioner Department of Environmental Conservation By IV IAJ VM4— W Ir- JVsanne Wyman, ReWonal Engineer Dated December lo, 2013 cc South Burlington Planning Commission David Marshall/CEA Act 25o District Environmental Commission-4Cii6o Department of Public Safety, Division of Fire Safety r Oil southburlington PLANNING & ZONING December 27, 2013 David S. Marshall Civil Engineering Associates 10 Mansfield View Lane So. Burlington Jct., VT 05403 Re: Final Plat Approval #SD-13-37 — 1840 Spear Street Dear Mr. Marshall: Enclosed, please find a copy of the Findings of Fact and Decision of the Development Review Board on the above referenced project, the hearing for which was closed on December 17, 2013 (effective 12/19/13). Please note the conditions of approval, including that the final plat plan must be recorded in the land records (in mylar format) within 180 days (must be submitted to me in time for recording along with a $15 recordingfee ee by June 17, 2014) or this approval is null and void. If you have any questions, please contact me. Sinc ly aymond J. Belair Administrative Officer Encl. CERTIFIED MAIL- RETURN RECEIPT: 7010 0290 0000 2215 5815 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com south Int r]ington PLANNING & ZONING Legal Review Invoice December 20, 2013 Robin Jeffers South Village Communities, LLC P.O. Box 2276 So. Burlington, VT 05407-2276 Re: Legal Review - #SD-13-37 Pursuant to the requirement to have required legal documents reviewed by the City Attorney and as required by the "Planning and Zoning Fee Schedule" adopted by the South Burlington City Council on April 20, 2011 (as amended), please remit the following amount to be used to pay for the Legal Review: Amount requested: $ 500.00 No Legal Review shall be authorized by the City without receipt of these funds. The City shall hold these funds and use them only to pay for the required Legal Review. If at any time the amount being held is reduced to $0, the City shall request an additional amount sufficient to cover estimated costs from the applicant prior to authorizing any further expenditures of the Legal Review. Following the completion of the legal review, any unused funds shall be returned to the applicant. Further, the applicant retains; at all times, the right to request any unused funds be returned. Upon receipt of any such request, in writing, the city shall inform the City Attorney of this request and require that they cease any further work. Following the payment of any work done to date, the city shall return unused funds and inform the City Council that the legal review has been ceased at the request of the applicant. Checks should be made out to the City of South Burlington Please remit payments to: Raymond Belair Administrative Officer City of South Burlington 575 Dorset Street South Burlington, VT 05403 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com } C I V I L s1 IGIINEt"IRII G ASZo0CIAr�'50. IIN C, 10 Mansfield View Lane South Burlington, VT 05403 December 18, 2013 Mr. Ray Belair, Administrative Officer City of South Burlington 575 Dorset Street South Burlington, Vermont 05403 Phone: 802-864-2323 Fax: 802-864-2271 E-Mail: mail@cea-vt.com Re: South Village Communities, LLC SD-13-37 Subdivision - Boundary Adjustments and creation of one new lot Dear Mr. Belair: Please find enclosed the following information in support of the recent approval of the Findings of Fact by the Development Review Board. • Stamped and signed mylar of the approved subdivision plat. • Three (3) full size paper copies of subdivision plat. • Executed Waiver of Appeal Rights If you should have any questions, please feel free to contact me at 864-2323 x310. Respectfully, David S. Marshall, P.E. ._..._.__ Project Engineer Attachments: 1 mylar, 3 sets of full size plans ACa--ef-a-pplieation materials Filing Fee Check RECEIVu DEC 18 2013 City of So. Burlington cc: R. Jeffers (no enclosures); CEA File 01243.08 (w/ enclosure) PAAutoCADD Projects\2001\01243.080-Perm itting\1-Local Applications0-Final\Lot 23 adjustments Mylar Submittal.docx CITY OF SOUTH BURLINGTON WAIVER OF RIGHT TO APPEAL The Administrative Officer may issue a Zoning Permit pursuant to an approval of a Zoning Permit Application prior to expiration of the thirty -day appeal period set forth in 24 V.S.A. section 4471 only if there are no interested persons, as defined in the aforementioned section, other than the City and the applicant/landowner, and if the applicant/landowner waives his or her rights to appeal any relevant Development Review Board approvals. In order to ensure the finality and validity of any relevant Development Review Board approvals in those cases where there are no interested persons other than the applicant/landowner and the City, the applicant/landowner must waive his or her rights to appeal in order to receive a Zoning Permit prior to the expiration of the appeal period. Zoning Permit Application No. (office use only) The undersigned property owner(s) hereby waives any and all rights to appeal the approval(s) of the Development Review Board, listed below. South Village Communities, LLC Date The undersigned applicant(s) hereby waives any and all rights to appeal the approval(s) of the Development Review Board, listed below. South Village Communities, LLC Date Robin Jeffers for South Village Communities LLC Do not write below this line - For office use only Date of site plan approval/denial Approval Date Denial Date Date of subdivision approval/denial Approval Date Denial Date CITY OF SOUTH BURLINGTON WAIVER OF RIGHT TO APPEAL Date of conditional use approval/denial Date of appeal variance approval/denial Date of miscellaneous approval/denial Date of design approval/denial Approval Date Denial Date Approval Date Denial Date Approval Date Denial Date Approval Date Denial Date -2- southburlingto PLANNING & ZONING Permit Number SD - (office use only) APPLICATION FOR SUBDIVISION PLAT REVIEW Preliminary/Final PUD Being Requested? ❑ Yes ❑ No All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the plans will result in your application being rejected and a delay in the review before the Development Review Board. 1. OWNER(S) OF RECORD (Name(s) as shown on deed, mailing address, phone and fax #) South Village Communities, LLC c/o SD Ireland Companies Ms. Robin Jeffers, Project Manager Williston, Vermont 05495 Ph 1-802-863-2946 Email: robin@SDIRELAND.COM Offer of Dedication - 2. LOCATION OF LAST RECORDED DEED (Book and page #) Book 419 Page 454-455 3. APPLICANT (Name, mailing address, phone and fax South Village Communities, LLC c/o SD Ireland Companies Ms. Robin Jeffers, Project Manager Williston, Vermont 05495 Ph 1-802-863-2946 Email: robin@SDIRELAND.COM 4. CONTACT PERSON (Name, mailing address, phone and fax David S. Marshall Civil Engineering Associates, 10 Mansfield View Lane, South Burlington, Vermont 05403 Ph 864-2323 x310 F 864-2271 Contact email address:_dmarshall@cea-vt.com Subdivision Application Form. Rev. 12-2011 5. PROJECT STREET ADDRESS: 1840 Spear Street (South Village) 6. TAX PARCEL ID # (can be obtained at Assessor's Office)1640-01840 (South Village) 7. PROJECT DESCRIPTION a. General Project Description (describe what you are proposing): Modify property lines between Chipman Street and South Jefferson b. Existing Uses on Property (including description and size of each separate use): None c. Proposed Uses on property (include description and size of each new use and existing uses to remain): Mix of residential homes d. Total building square footage on property (proposed buildings and existing buildings to remain): No change from previous approval e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine): Not applicable f. Number of residential units (if applicable, new units and existing units to remain): No change g. Number of employees (existing and proposed, note office versus non -office employees): Not applicable. h. Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): i. List any changes to the subdivision, such as property lines, number of units, lot mergers, etc. 8. LOT COVERAGE (ALL information MUST be provided here, even if no change is proposed) a. Size of Parcel: * No change from Phase I Approval b. Building Coverage: Existing: Proposed: * square feet: square feet * * c. Overall Coverage (building, parking, outside storage, etc): Existing: square feet: * % Proposed: * square feet * % d. Front Yard Coverage(s) (commercial projects only): 2 Subdivision Application Form. Rev. 12-2011 Existing: square feet: % Proposed: square feet % *No change from Phase I Approval 9. WETLAND INFORMATION a. Are there any wetlands (Class I, II, or III) on the subject property? ❑ Yes X No (Not in the area of the proposed boundary adjustment) b. If yes, is the proposed development encroaching into any of these wetlands associated 50' buffers (describe) c. If yes, please submit the following with this application: 1. A site specific wetland delineation of the entire property or a written statement that the applicant is relying on the City's wetland map. 2. Response to the criteria outlined in Section 12.02(E) of the Land Development Regulations (applicant is strongly encouraged to have a wetland expert respond to these criteria)_ 10. AREA DISTURBED DURING CONSTRUCTION: No change 11. COST ESTIMATES a. Building (including interior renovations): $ Not Applicable b. Landscaping: $ Not Applicable (Please submit itemized list of landscaping proposed) c. Other site improvements (please list with cost) Parking Lots and utilities Not Applicable 12. ESTIMATED TRAFFIC a. Average daily traffic for entire property (in and out): * No change from previous approval b. A.M. Peak hour for entire property (in and out): * No change from previous approval c. P.M. Peak hour for entire property (In and out): * No change from previous approval 13. PEAK HOURS OF OPERATION: 8 to 9 Am and 5 to 6 PM 14. PEAK DAYS OF OPERATION: Monday through Friday 15. ESTIMATED PROJECT COMPLETION DATE: Summer, 2014 3 Subdivision Application Form. Rev. 12-2011 16. PLANS AND FEE Plat plans shall be submitted which shows the information required by the City's Land Development Regulations. Five (5) regular size copies, one reduced copy (I I" x 17"), and one digital (PDF-format) copy of the plans must be submitted. A subdivision application fee shall be paid to the City at the time of submitting the application. See the City fee schedule for details. (b NOTE: NOTIFICATION of ADJOINING PROPERTY OWNERS: Notification of adjoining property owners, in accordance with 24 V.S.A. §4464(a) and Section 17.06(B) of the South Burlington Land Development Regulations, is the responsibility of the applicant. After deeming an application complete, the Administrative Officer will provide the applicant with a draft meeting agendas or public hearing notice and sample certificate of service. The sworn certificate of service shall be returned to the City prior to the start of any public hearing. I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. SIGNAT�F APPLICANT SIGNATURE ORMOPERTY OWNER PRIM' NAME SIGNATURE OF PROPERTY OWNER o not write below this line i DATE OF SUBMISSION: I have reviewed this preliminary plat application and find it to be: PRINT NAME The applicant or permittee retains the obligation to identify, apply for, and obtain relevant state permits for this project. Call (802) 879-5676 to speak with the regional Permit Specialist. Subdivision Application Form. Rev. 12-2011 oi.�y ►♦ south PLANNING & ZONING <ip Permit Number SD- in `J (office use only) APPLICATION FOR SUBDIVISION SKETCH PLAN REVIEW All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the plans will result in your application being rejected and a delay in the review before the Development Review Board. For amendments, please provide pertinent information only. 1) OWNER(S) OF RECORD (Name(s) as shown on deed, mailing address, phone and fax#) South Village Communities, LLC c/o SD Ireland Companies Ms. Robin Jeffers, Project Manager Williston, Vermont 05495 Ph 1-802-863-2946 Email: robin@SDIRELAND.COM 2) LOCATION OF LAST RECORDED DEED(S) (Book and page #) Book 419 Page 454-455 3) APPLICANT (Name, mailing address, phone and fax #) South Village Communities, LLC c/o SD Ireland Companies Ms. Robin Jeffers, Project Manager Williston, Vermont 05495 Ph 1-802-863-2946 Email: robin@SDIRELAND.COM 4) APPLICANT'S LEGAL INTEREST IN THE PROPERTY (fee simple, option, etc.) FEE SIMPLE 5) CONTACT PERSON (Name, mailing address, phone and fax #) David S. Marshall Civil Engineering Associates, 10 Mansfield View Lane, South Burlington, Vermont 05403 Ph 864-2323 x310 F 864-2271 Contact email address:-dmarshall@cea-vt.com 6) PROJECT STREET ADDRESS: 1840 Spear Street (South Village) 7) TAX PARCEL ID # (can be obtained at Assessor's Office) 1640-01840 (South Village) Sketch Plan Application Form. Rev. 12-2011 8) PROJECT DESCRIPTION a) General project description (explain what you want approval for): Modify property lines between Chipman Street and South Jefferson b) Existing Uses on Property (including description and size of each separate use) None c) Proposed Uses on property (include description and size of each new use and existing uses to remain) Mix of residential homes d) Total building square footage on property (proposed buildings and existing buildings to remain) No change from previous approval e) Proposed height of building (if applicable) Not applicable f) Number of residential units (if applicable, new units and existing units to remain) Not applicable g) Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable) 9) LOT COVERAGE *No change from Phase I Approval * a) Building: Existing * % Proposed b) Overall (building, parking, outside storage, etc) Existing___* % Proposed c) Front yard (along each street) Existing * % Proposed * 10) TYPE OF EXISTING OR PROPOSED ENCUMBRANCES ON PROPERTY (easements, covenants, leases, rights of way, etc.) NONE ENVISIONED 11) PROPOSED EXTENSION, RELOCATION, OR MODIFICATION OF MUNICIPAL FACILITIES (sanitary sewer, water supply, streets, storm drainage, etc.) NONE ENVISIONED 12) ESTIMATED PROJECT COMPLETION DATE Summer, 2014 13) PLANS AND FEE Plat plans shall be submitted which shows the information required by the City's Land Development Regulations. Five (5) regular size copies, one reduced copy (11" x 17"), and one digital (PDF-format) copy of the plans must be submitted. The application fee shall be paid to the City at the time of submitting the application. See the City fee schedule for details. Sketch Plan - Base fee $350+$13+$363 + 2 residential unit/lot (first 2) x $25 ($50) + 6 residential unit/lot (units / lots 3-9) X $50 ($300) _ $713 11 /tm 1111V47 2 Sketch Plan Application Form. Rev. 12-2011 } NOTE: NOTIFICATION of ADJOINING PROPERTY OWNERS: Notification of adjoining property owners, in accordance with 24 V.S.A. §4464(a) and Section 17.06(B) of the South Burlington Land Development Regulations, is the responsibility of the applicant. After deeming an application complete, the Administrative Officer will provide the applicant with a draft meeting agendas or public hearing notice and sample certificate of service. The sworn certificate of service shall be returned to the City prior to the start of any public hearing. I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. SIGNATURE OF, APPLICANT TURE Do not write below this line DATE OF SUBMISSION: I have reviewed this sketch plan application and find it to be: omplete Incomplete The applicant or permittee retains the obligation to identify, apply for, and obtain relevant state permits for this project. Call (802) 879-5676 to speak with the regional Permit Specialist. Sketch Plan Application Form. Rev. 12-2011 } CITY OF SOUTH BURLINGTON CERTIFICATE OF SERVICE I hereby certify that on this 22 day of _Nov_, 2013_, a copy of the foregoing public notice for Preliminary and Final Plat [type of application] #_ SD- 13-A [application number], was sent by U.S. mail, postage prepaid to the owners of all properties adjoining the subject property to development, without regard to any public right-of-way, and including the description of the property and accompanying information provided by the City of South Burlington. I further certify that this notification was provided to the following parties in accordance with 24 V.S.A. §4464(a) and Section 17.06(B) of the South Burlington Land Development Regulations: List of recipients: (full names and addresses) Dated at < AV44- [town/city], Vermont, this Z day of ICJ �� , 20 13 Printed Name: Robin Jeffers Phone number and email: 8 2-316-6004, robin @sdireland.com Signature: Z Date: t�• zz Remit to: City of South Burlington Department of Planning & Zoning 575 Dorset Street South Burlington, VT 05403 South Burlington Sample Certificate of Service Form. Rev. 1-2012 CITY OF SOUTH BURLINGTON CERTIFICATE OF SERVICE I hereby certify that on this _22 day of —Nov_, 2013_, a copy of the foregoing public notice for —Sketch Plan[type of application] #_ SD-13-35_ [application number], was sent by U.S. mail, postage prepaid to the owners of all properties adjoining the subject property to development, without regard to any public right-of-way, and including the description of the property and accompanying information provided by the City of South Burlington. I further certify that this notification was provided to the following parties in accordance with 24 V.S.A. §4464(a) and Section 17.06(B) of the South Burlington Land Development Regulations: List of recipients: (full names and addresses) Dated at 1 [town/city], Vermont, this z- _zday of N&V , 20 1,3 Printed Name: Robin Jeffers Phone number and email: 802-316-6004, robin @sdireland.com Signature: Date:zz- Remit to: City of South Burlington Department of'Planning & Zoning 575 Dorset Street South Burlington, VT 05403 South Burlington Sample Certificate of Service Form. Rev. 1-2012 submit with the appiJion a list of all adjoining landowners with mailing addresses. An "adjoiner" is a person or organization which owns or controls land or easements on lands which physically abut the tract or tracts of land on which your project is located. Be certain to include landowners on the opposite sides of highways, railways, and rivers. Also include homeowner associations, utility companies, and others with significant legal interest in the project land. It is very helpful if you indicate the location of each adjoiner on your site plan. If you do not provide a list which is thorough and up-to-date, your application could be delayed because of improper notice distribution! Please note: For lists which include more than 20 adjoining landowners, our administrative staff appreciates receiving the list on mailing labels to facilitate the notification process. Thank you. NAME MAILING ADDRESS WITH ZIP CODE Ruth Trevithick Harold & Eleanor Bensen 1751 Spear Street 1303 Hayward Road So. Burlington, VT 05403 Corinth, VT 05039 Mary Pappas PO Box 5735 Burlington, VT 05402-5735 Stuart & Helen Hall Trust 1815 Spear Street So. Burlington, VT 05403 George & Shelley Vinal 1845 Spear Street So. Burlington, VT 05403 William Reed 1967 Spear Street So. Burlington, VT Donald R. Cummings 1811 Spear Street So. Burlington, VT 05403 1827 Spear St. LLC Ref.1827 Spear St. 410 Shelburne Rd. So. Burlington, VT 05403 Mark S. Westergard/Curt Moody 1855 Spear Street So. Burlington, VT 05403 Frank Costantino 05403 1971 Spear Street So. Burlington, VT 05403 Janet Farina 1807 Spear Street So. Burlington, VT 05403 Ayse Floyd 1813 Spear Street So. Burlington, VT 05403 Patricia C. Calkins Trust 1835 Spear Street So. Burlington, VT 05403 Barbara P. Lande Trust 1865 Spear Street So. Burlington, VT 05403 Diane Sylvester 1985 Spear St. So. Burlington, VT 05403 Alan & Diane Sylvester John & Amy Averill 1985 Spear Street 3958 Spear Street Daniel Martin So. Burlington, VT 05403 Shelburne, VT 05482 4012 Spear Street Shelburne, VT 05482 Harlan & John Sylvester Craig S. Bartlett, III Rodolphe & Denise Vallee (ref.2003 Spear St.) 4047 Spear Street 4043 Spear Street 51 South Street Shelburne, VT 05482 Shelburne, VT 05482 Burlington, VT 05401 Carolyn E. Long Revocable Trust 1720 Spear Street So. Burlington, VT 05403 Richard & Dawn Derridinger 1575 Dorset Street So. Burlington, VT 05403 P:1AutoCADD Projects120IOki 0146\City PermlttingLSVABUrTERS-PERMITS; NOTIFICATIONS 7-20-Spear St.doc Long Littleton, Exempt Family Trust 1720 Spear Street So. Burlington, VT 05403 William & Gail Lang 1675 Dorset Street So. Burlington, VT 05403 Lucien & Jane Demers Trust (reM505 Dorset St.) P.O. Box 359 Essex Jct, VT 05453 I -L �?�I � ♦j � � I Iz I C� I i•. � II � r"4 I I I I � �' I � I 7,Oi In i 0,d + NO II Ii oo ol-.: Ian �! zj o I' � _ � Io � oI � aO � � /� " [ I > ° CIVIL INGINIIRING ASSOGATIS° INC. O P.O. BOX 485 SHELBURNE, VT 05482 W eoaee5 1 I ur f =3 W eDss 271 .en: ».w.cee-kcnm III Lam- CR I NOCHANG o DM11N 1 ZE I 4 I I / I LOT TO INCREASE J - _ _ I L T TO IN I� MO ED P� IN LOT SIZE J - _,- - J - / X / \v \ , - �•' ACL L _ IN SIZE a 4' 85 - ! IN SIZE .1 AG UN 5' TO S _ - ` 0 00 cxscrsD DSM LOT t _ v y DSM 811v Z v % + ■ I + 4 - L31. U].� APPLICANT: ►o = .. ci ■ I I+oo- 4 IIIII,11111 �. E4 o o 'Alla I� o�+oo i J _' /��� o u■ SOUTH VILLAGE i _ til r To i I ---------- 4os+oo---.�� _ _ i COMMUNITIES, LLC. 39 26' 1 1111 A ��/ �Su'� 0p'P"� ■ �- o 1 IIr -____ 2�09' r _- p 3.� =S+ PROJECT CONSULTANTS: _ � � O I M o ° O I W I Cb o -826. 0 G oho a <�ooIO IO I it 0 1� ��� ♦' Pi a II' ca 1 I ■ ■■ ■■,■, 4� E L'_ - I W 1 j W Ih 1 v - i --- -------- 0 CD I-L__ 3E 1A%. L �l (� c/1 �� j I _ _ - — S82-24'44"E L _ 1� ���`� o Sg 4'4 ■ T 5--_ i i 7 _ C CT i ..r _ 2'? 4 r - - _ N81 °51�8• w _ J ftERANGE I N � o o I O 1 i ■ � _ •E ►o ;------ -__ -'�. U�4"' 'y" \ o I - N PROJECT TITLE: _ NO + �a 0 fir'=J IN LOT SIZE m j to O o v � I .1 a -- - i N I- , �m NI� 10 N - 114.01-- N o I -E o M;^ i-� Io O O I r 4.01 r-�� - -1 L - I + SPEARALLEN ROAD D --S8 l 2 0 .. __.:3_4�'4 `. N I Caj A 214.01 w 1 �. SOUTH BURLINGTON, VT I W _ `- _----L� I _ _ ld o — - - -- _ _ 0 Cr — _ alj I o o h I �' I' 1 I LOT TO DEC /`C[7 1 .0 coh �. a i , I IN SIZE REAS I I I SIZE' '; - o, - � - p o. (� a. 1 1 n z .; , I rjQ� 1 5+00 i I z I I I----- 25+ 9 ISLEIMPA) 1 �I I I � •con 1 � I 1 O I vi — c O ti — z I In o I DRANTLOC. III 2 `� 0"E 10 69'-° o n r• I _ _ _ _ _ I S I m '� jc„ -� of j I gp�� I"_..t—t86-65=— — J 7 I OT TO DE _ o1N a l u, I o f L v'-� /�'� cj o Iti L� �� o I ° I O Iv �� crn Illolglllll I$ l it I !� p Io L=J s n a Z+00 +---_.--- cn 3+ I S o 1 f l / xecia CD R-SION i 1 i O i 23Tp -J L- o W I I �� l- T I y 7.43, v 02' _ .,��._ _ i� I III _ _ Fat 4 � "69 LOT s ;!CO _ I FD D n V0.11 o LOT IS U SHORTE �` CRl'S' I" 1 m - - N T ' ;' Z 1 C L/� ' NO LIVABLE SPA -WETi;" SETBACK OVER PORCH „ !—► W p WET � D REMEDY FOR E/� LOT 23 u o i c� ✓�� fy'�,., OCT. 30, 2013 S TQR4A 1�:30' SK-1 �: I i l Page 1 of 1 ray From: Robin Jeffers [robin@SDIRELAND.COM] Sent: Wednesday, November 13, 2013 4:19 PM To: ray Cc: Robin Jeffers Subject: SV subdivision sketch application notes Ray, The following is a list of changes from CEA on the South Village SK-1 plan. Common Lot 26A is 373 sf larger but still 0.09acres. Common Lot 49 is 372 sf smaller but still at 0.11 acres. Shortened Lots 29-31 from 114.01' to 113.0' Moved Madison Lane North a foot. Shortened lots 39,39A and 40 by just over 2' to 113.5' [David Marshall] Chipman Street was moved 5' south (west of Frost Street) The Chipman Street curb alignment was modified to soften the ROW shift. Let us know if you have additional questions. Thank you- •.• Robin Jeffers S D Ireland PO Box 2286 S. Burlington, VT 05401 802-863-6222 Cell: 802-316-6004 robin@sdireland.com 11/14/2013 40 ` VERMONT State of Vermont Department of Environmental Conservation Drinking Water and Groundwater Protection Division Essex Regional Office 1u West Street Essex Junction, VT 05452-4695 www.septie.vt.gov October 17, 2013 South Village Communities, LLC c/o SD Ireland Properties 193 Industrial Avenue Williston VT 05495 Agency of Natural Resources [Phone] 802-879-5656 [fax] 802-879-3871 RE: WW-4-2613-2, Lot 5o Townhouses; amend WW-4-2613 for proposed two- twelve unit townhouse buildings and a ten unit townhouse building on Lot #50 located on S. Jefferson Avenue in South Burlington, Vermont, Dear Applicant: We received your completed application for the above -referenced project on October 17, 2013, including a fee of $5,000.00 paid by check #554480. Under the performance standards for this program, we will have a maximum of 45 days of "in-house" time to review your application. If we require further information from you to make a decision, the time until we receive it is not included in the in-house performance standards. If you have any questions about the review process, or if you have not received a decision on your application within the 45 in-house days, please contact this office. We have forwarded the information contained in your application to the Information Specialist for this region. A Project Review Sheet will be sent to you indicating other state agencies and departments you should contact regarding additional permits or approvals you may need under their programs. If you have not already done so, you should also check with town officials about any necessary town permits. If you submitted your application electronically through eDEC, your consultant will need to upload anyy revisions and send an email to Ernestine Chevrier, James Sandberg and the reviewer notifying us that you have resubmitted information. This email should reference both the eDEC number and the WW number for the project. For the Drinking Water and Groundwater Protection Division 2 ✓�KIJ •✓�/N`I \ �t J Ernestine Chevrier Regional Office Coordinator cc: South Burlington Planning Commission David Marshall/Civil Engineering Associates, Inc. Regional Offices — Barre/Essex Jet./Rutland/Springfield/St. Johnsbury `lam south'' PLANNING & ZONING September 23, 2013 Re: #SP-13-33 Dear Applicant: Enclosed, please find a copy of the Findings of Fact and Decision rendered by the Development Review Board concerning your recent application. Please note the conditions of approval including that a zoning permit must be obtained within six (6) months. If you have any questions, please contact me. Sin reI 1 � aymond J. Belair Administrative Officer Encl. CERTIFIED MAIL -Return Receipt Requested # 7010 0290 0000 2215 5617 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com #S P-13-33 CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING AND ZONING SOUTH VILLAGE COMMUNITIES, LLC 74-110-144 SOUTH JEFFERSON AVENUE SITE PLAN APPLICATION #SP-13-33 FINDINGS OF FACT AND DECISION South Village Communities, LLC, is seeking site approval to construct two (2) 12 unit multi -family dwellings and one (1) 10 unit multi -family dwelling, 74, 110 and 144 South Jefferson Avenue. The Development Review Board held a public hearing on July 16, August 20, and September 3, 2013. Dave Marshall & Greg Rabideau represented the applicant. Based on testimony provided at the file for this application, the Development Review Board finds, concludes, and decides above mentioned public hearing and the plans and supporting materials contained in the document the following: FINDINGS OF FACT 1. South Village Communities, LLC, hereinafter referred to as the applicant, is seeking site approval to construct two (2) 12 unit multi -family dwellings and one (1) 10 unit multi -family dwelling, 74, 110 and 144 South Jefferson Avenue. 2. The owner of record of the subject property is South Village Communities, LLC. 3. The application was received on June 14, 2013. 4. The subject property is located in the Southeast Quadrant Neighborhood Residential Zoning District. 5. The plans submitted consist of a 23 page set of plans, page one (1) entitled "South Village Spear Street & Allen Road South Burlington, VT Phase 1 Subdivision Plat", prepared by Civil Engineering Associates, Inc., dated July 2004, and last revised on 8/30/10. Zoning District & Dimensional Requirements The subject lot is part of a previously approved master plan for the entire Planned Unit Development known as South Village. Setback requirements are met. Building coverage is calculated at 34.5% (maximum approved per Master Plan is 50%) and is also met. The proposed project meets dimensional requirements and limits for overall coverage which had been approved as part of the Master Plan approval (#MP-04-01 and the amendment #MP-05-02). The overall coverage is proposed to be 65.0% (maximum approved per the MP is 65%). SP_13_33_74-110-1445_Jefferson_SouthVi I lage_ffd #S P-13-33 6. The Board finds that these requirements are being met. Height Section 3.07(C)(1) states that "Where a structure has been approved as part of a Master Plan prior to January 9, 2012 with a height greater than that permitted in these Regulations, such approved maximum height shall remain in effect." The maximum height at time of the Master Plan approval was 40 feet for a pitched roof structure. The heights of the proposed pitched -roof buildings are as follows: • Building A = 32.7 ft. • Building B = 29.1 ft. • Building C = 29.8 ft. 7. The Board finds that all buildings will comply with the height limitation. SITE PLAN REVIEW STANDARDS Section 14.06 of the South Burlington Land Development Regulations establishes the following general review standards for all site plan applications: (a) The site shall be planned to accomplish a desirable transition from structure to site, from structure to structure, and to provide for adequate planting, safe pedestrian movement, and adequate parking areas. The 34 units of housing will require 68 spaces calculated as 2 spaces per unit as the spaces will not be reserved. The applicant proposes a total of 68 spaces on the property itself: 44 underground spaces and 24 surface parking spaces. The applicant also notes that eight (8) parallel parking spaces will be constructed along the south side of South Jefferson Avenue. The applicant notes that the SBLDR and the ADAAG require that the 68 combined spaces include three (3) handicap spaces. In response to concerns discussed at the August 20th meeting these 3 handicap spaces are now proposed to be located in the off-street parking areas and are noted on the revised plans submitted on August 23`d. Pedestrian movement is adequate between buildings. 8. The Board finds that this standard is being met. (b) Parking shall be located to the rear or sides of buildings. Parking is proposed to be located to the side and underneath of the buildings. Section 13.01(G) (5) requires that bicycle parking or storage facilities are provided for employees, residents, and visitors to the site. Bicycle racks are shown on the plans (one (1) for each building). (c) Without restricting the permissible limits of the applicable zoning district, the height and scale of each building shall be compatible with its site and existing or adjoining buildings. SP_13_33_74-110-144S_Jefferson_SouthViIIage _ffd 2 #SP-13-33 The proposed buildings are a pitched roof type structure. The maximum allowable height in the district is currently 28 feet for a pitched roof. The proposed buildings are between 29.1' and 32.7' high at the midpoint of the sloped roof. Section 3.07 (C) of the LDRs states that "where a structure has been approved as part of a Master Plan prior to January 9, 2012 with a height greater than that permitted in these Regulations, such approved maximum height shall remain in effect ". The structures were approved as part of a Master Plan prior to 1/9/12 so the current height limit does apply. 9. The Board finds that no height waiver is requested or required. (d) Newly installed utility services and service modifications necessitated by exterior alterations or building expansions shall, to the extent feasible, be underground. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. The South Burlington Water Department has no comments. (e) The DRB shall encourage the use of a combination of common materials and architectural characteristics, landscaping, buffers, screens and visual interruptions to create attractive transitions between buildings of different architectural styles. The applicant has submitted elevations of the proposed buildings. 10. The Board finds that the proposed buildings are in compliance with this criterion. (f) Proposed structures shall be related harmoniously to themselves, the terrain, and to existing buildings and roads in the vicinity that have a visual relationship to the proposed structures. The applicant has submitted elevations of the proposed buildings. 11. The Board finds that the proposed buildings are in compliance with this criterion. Site plan applications shall meet the following specific standards as set forth in Section 14.07 of the South Burlington Land Development Regulations: (a) The reservation of lard may be required on any lot for provision of access to abutting properties whenever such access is deemed necessary to reduce curb cuts onto an arterial of collector street, to provide additional access for emergency or other purposes, or to improve general access and circulation in the area. The proposed buildings are accessed via two curb cuts. Furthermore, the overall layout of the subdivision has been reviewed as part of Master Plan review and as a 3-step PUD. 12. The Board finds that this this criterion has been met. (b) Electric, telephone and other wire -served utility lines and service connections shall be underground. Any utility installations remaining above ground shall be located so as to have a harmonious relation to neighboring properties and to the site. SP_13_33_74-110-144S_Jefferson_SouthVillage_ffd 3 #S P-13-33 Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. (c) All dumpsters and other facilities to handle solid waste, including compliance with any recycling or other requirements, shall be accessible, secure and properly screened with opaque fencing to ensure that trash and debris do not escape the enclosure(s). The applicants are proposing to locate the trash and recycling facilities in an enclosed area on the south side of the parcel between Buildings 50B and 50C. No details on the enclosure are provided. 13. The Board finds that these plans should be revised to include the details of the dumpster enclosure. (d) Landscaping and Screening Requirements Based on submitted building costs of $3,600,000, the minimum landscaping budget should be $43,500. The applicant's current on -site landscaping budget for acceptable trees and shrubs is $43,500. Pursuant to Section 13.06(B) of the Land Development Regulations, the plans shall depict snow storage areas that will minimize the potential for run-off. Snow storage will be off -site and the plans should be revised to note this. The landscaping plan depicts a "Japanese Pagoda Tree" within the street right-of-way at the northeast corner of the site. This tree should be relocated so that it located on -site. 14. The landscaping plan should be revised to relocate the "Japanese Pagoda Tree" located at the northeast corner of the site such that it is placed on -site. Lighting Pursuant to Section 13.07(A) of the Land Development Regulations, all exterior lighting shall be shielded and downcasting to prevent light from spilling onto adjacent properties and rights -of -way. The applicant has submitted revised lighting details on August 23rd in response to concerns identified at the August 20th meeting. Different luminaires and rear shields are now proposed to reduce the lighting levels to comply with the 0.3 fc standard. 15. The Board finds that these standards are being met. Other — Units in a Structure Section 9.05(B) of the LDRs limits the number of units in a building to four (4), and provides the following: "Where a structure has been approved as part of a Master Plan prior to January 9, 2012 with a greater number of dwelling units than those permitted in these Regulations, such approved number of units in a structure shall remain in effect". SP_13_33_74-110-1445_Jefferson_SouthViIlage_ffd 4 #S P-13-33 16. The Board finds that the proposed two (2) 12 unit buildings and the 10-unit building were approved as part of the South Village Master Plan on this lot and are therefore in compliance. DECISION Motion by Tim Barritt, seconded by Bill Miller, to approve the site plan application #SP-13-33 of South Village Communities, LLC, subject to the following conditions: 1. All previous approvals and stipulations shall remain in full effect except as amended herein. 2. This project shall be completed as shown on the plat submitted by the applicant and on file in the South Burlington Department of Planning and Zoning. 3. Prior to permit issuance, the applicant shall post a $43,500 landscaping bond. This bond shall remain in full effect for three (3) years to assure that the landscaping has taken root and has a good chance of survival. 4. Any new exterior lighting shall consist of downcasting fixtures. Any change to approved lights shall require approval of the Administrative Officer prior to installation. 5. Prior to permit issuance, the applicant shall obtain final wastewater allocation. 6. The applicant shall adhere to the comments of the Fire Chief in his letter dated August 13, 2013. 7. The proposed project shall adhere to standards for erosion control as set forth in Section 16.03 of the South Burlington Land Development Regulations. In addition, the grading plan shall meet the standards set forth in Section 16.04 of the South Burlington Land Development Regulations. 8. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. 9. The site plan shall be revised to show the changes below and shall require approval of the Administrative Officer. Three (3) copies of the approved revised plan shall be submitted to the Administrative Officer prior to permit issuance. a. The landscaping plan shall bp revised to show the "Japanese Pagoda Tree", which is located at the northeast corner of the site, relocated such that it is placed on -site. b. The site plan shall be revised to indicate that snow storage will be off -site. c. The site plan shall be revised to include details of the dumpster enclosure. 10. The applicant shall obtain a zoning permit within six (6) months pursuant to Section 17.04 of the Land Development Regulations or this approval is null and void. 11. The applicant shall obtain a Certificate of Occupancy from the Administrative Officer prior to use or occupancy of the buildings. SP_13_33_74-110-1445_J effe rso n_Sou th V i 11 a ge_ffd #SP-13-33 12. Any changes to the site plan shall require approval of the South Burlington Development Review Board. Tim Barritt— yea nay abstain not present Mark Behr— yea nay abstain not present Art Klugo— yea nay abstain not present Bill Miller— vea nay abstain not present David Parsons yea nay abstain not present Michael Sirotkin — yea nay abstain not present Jennifer Smith — yea nay abstain not present The application was approved by a vote of 5 — 0 — 0 Signed this 20th day of September 2013, by Digitally signed by Mark C. Behr BehrDN:cmC.Behr, o,ou, Mark C. Be email=markark@rhbpc.com, c=US Date: 2013.09.20 15:12:32-04'00' Mark Behr, Chair Please note: An appeal of this decision may be taken by filing, within 30 days of the date of this decision, a notice of appeal and the required fee by certified mail to the Superior Court, Environmental Division. See V.R.E.C.P. 5(b). A copy of the notice of appeal must also be mailed to the City of South Burlington Planning and Zoning Department at 575 Dorset Street, South Burlington, VT 05403. See V.R.E.C.P. 5(b)(4)(A). Please contact the Environmental Division at 802-828-1660 or http://vermontiudiciarV.org/GTC/environmental/defauIt.aspx for more information on filing requirements, deadlines, fees and mailing address. The applicant or permittee retains the obligation to identify, apply for, and obtain relevant state permits for this project. Call 802.879.5676 to speak with to speak with the regional Permit Specialist. SP_13_33_74-110-144S_Jefferson_SouthVillage_ffd 6 South Burlington Fire Department 575 Dorset Street South Burlington, Vermont 05403 802-846-4110 August 13, 2013 Mr. Ray Belair, Planning and Zoning City of South Burlington 575 Dorset Street South Burlington, Vermont 05403 Re: Proposed (3) 12 unit building project South Jefferson Avenue Dear Ray: We have reviewed the plans for this proposed development. We have the following concerns and/or recommendations. 1. Commercial structures and multifamily units will need fire protection plan review from the South Burlington Fire Marshal's office to review for compliance with the Vermont Fire and Building Safety Codes. 2. Sprinklers, fire alarms, and standpipes per the VFBSC. 3. Trees, fences and floral outcroppings should be placed so as not to interfere with the deployment of the aerial ladder, hoselines, portable ladders and other firefighting equipment. 4. Provide 24 hour per day off -site (central station) monitoring of all fire alarm and protection systems. 5. Provide emergency key boxes, location to be specified by SBFD. 6. No gas or charcoal grills on outside porches. Should you need any further assistance on this project please feel free to contact mc. Sincerely, Douglas S. Brent Fire Chief Page 1 of 1 ray From: Justin Rabidoux Sent: Wednesday, August 28, 2013 1:43 PM To: ray Subject: RE: South Village Plans Review Ray, Craig Lambert looked these over and saw nothing that had changed enough to warrant any comments from him. Justin From: ray Sent: Friday, August 23, 2013 4:01 PM To: Justin Rabidoux Subject: South Village Plans Review Hi Justin, I just received a revised set of plans for the 3 apartment buildings at South Village. Would you please stop by and pick them up. Thanks. Ray Belair Administrative Officer City of So. Burlington 575 Dorset Street So. Burlington, VT 05403 802-846-4106 www.sburl.com www.sbpathtosustainability.com Notice - Under Vermont's Public Records Act, all a -mail, a -mail attachments as well as paper copies of documents received or prepared for use in matters concerning City business, concerning a City official or staff, or containing information relating to City business are likely to be regarded as public records which maybe inspected by any person upon request, unless otherwise made confidential by law. Ifyou have received this message in error, please notify its immediately by return email. Thank you for your cooperation. 8/28/2013 rl�/1! �� Irll Ic�;�ll Ir r\��OCI��r��. 10 Mansfield View Lane South Burlington, VT 05403 August 23, 2013 Mr. Ray Belair, Administrative Officer City of South Burlington 575 Dorset Street South Burlington, Vermont 05403 Phone: 802-864-2323 Fax: 802-864-2271 E-Mail: mailCCcea-vt.com Re: South Village Communities, LLC Site Plan Application for Lot 50 (Three Multi -family Buildings) Dear Mr. Belair: CEIVD AUG z 3 2013 City of Sri. SlAinown Please find enclosed the updated plans which reflect those revisions recommended to be implemented. The revisions include: • Revising the landscaping plan so that the minimum required value is located within the limits of the parcel. • The bicycle racks have been labeled. • The lighting plan has been revised to reduce the wattage and through the utilization of a different luminaire and rear shield have reduced the lighting levels to comply with the 0.3 fc standard. • A handicap spot has been added on the parcel to provide the minimum three spaces on the property. The handicap spot located within the rights -of -way has been removed in favor of a traditional parallel space. • The utility plan now shows all of the utility connections (gas and electric) • Call -outs for the modification of the curb line on South Jefferson Avenue to support the traffic calming design at the crosswalks consistent with the Southeast Quadrant design standards has been added. This completes our summary of the recent modifications that are reflected in the Site Plan Application for Lot 50 Townhome type condominium buildings. If you should have any qi iiectinnc nlPagP feel free to contact meat 864-2323 x310. Respectfully, David S. Marshal , P.E. Project Engineer Attachments: 1 set of 11" x 17" plans, 3 sets of full size plans of revised drawings CD of application materials cc: R. Jeffers (w/ enclosures, 11x17 plans), G. Rabideau (w/ enclosures, 11x17 plans) CEA File 13162.00 (w/ enclosure) P:AAutoCADD Projects\2013\13162\3 -Permitting\ I -Local Applications\3-Final\13elair - Lot 50 Site Plan Application 8-23-13 Cover letter. rtf XS Pl TM XSP Series LED Street Light - Horizontal Tenon - Type II Product Description Designed from the ground up as a totally optimized LED street light system, the XSP Series delivers incredible efficiency and is designed to provide L70 lifetime over 100,000 hours without sacrificing application performance. Beyond substantial energy savings and reduced maintenance, Cree achieves better optical control with our NanoOptic® Precision Delivery Grid'" optic than a traditional cobra head luminaire. The Cree XSP Series LED Street Light is the best alternative for traditional street lighting with better payback and better performance. Performance Summary Utilizes BetaLED" Technology NanoOptic Precision Delivery Grid optic CRI: Minimum 70 CRI CCT: 4000K (+/- 300K), 5700K (+/- 500K) Warranty:10 years on luminaire/10 years on Colorfast DeltaGuard• finish Made in the U.S.A. of U.S. and imported parts Accessories XA-SP18LS Backlight Control Shield Provides 1/2 Mounting Height Cutoff XA-SPIBRDSPK Bird Spikes Ordering Information Example: BXSPA021A-USF 73.7" C601mm1 I nlIt,IX. \/ g_3,. b V L23�mm] N O BXSP A A 0 --- A -- - _, A 0 2 1 A - U S A ROAM` Controls _!XSP - _ Horizontal Type II Standard 53W Universal Silver - Installation of ROAM dimming control module only. Tenon G 4000K 120-277V (Standard) Services provided by others. Type II A V T - Includes R option w/ BLS Standard Universal Black F Fuse 5700K 347- Z - When code dictates fusing, use time delay fuse G 480V" Bronze - Not available with V voltage FI� B Efficacy Platinum K Occupancy Control 40 Bronze - Refer to Occupancy Control spec sheet for details N N W N Utility Label and NEMA Photocell Receptacle High White Includes O option Efficacy - Refer to Field Adjustble Output spec sheet for details 5700K" 0 Field Adjustable Output - Refer to Field Adjustable Output spec sheet for details R NEMA Photocell Receptacle - Photocell by others U Utility -Includes exterior wattage label that indicates the maximum available wattage of the luminaire Includes O option - Refer to Field Adjustable Output spec sheet for details ' Available 03 2012preliminary data shown 347-480V utilizes magnetic step-down transformer. For input power for 347-480V, refer to the Lumen Output, Electrical, and 'Lumen Maintenance data table below. ®Beta LED M C U` us Rev. Date: 9/14/2012 ®_ CM CCNNOLOGY ill® www.cree.com/lighting T (800) 236-6800 F (262) 504-5415 XSP Series LED Street Light - Horizontal Tenon - Type II Product Specifications CONSTRUCTION & MATERIALS • Die cast aluminum housing • Tool -less entry • Mounts on 1.25" IP (1.66" [42mm] O.D.) or 2" IP (2.375" [60mm] O.D.) horizontal tenon (minimum 8" [203mm] in length) and is adjustable +/- 5• to allow for fixture leveling (includes two axis T-level to aid in leveling) • Designed with 0-10V dimming capabilities. Controls by others • Exclusive Colorfast DeltaGuard® finish features an E-Coat epoxy primer with an ultradurable powder topcoat, providing excellent resistance to corrosion, ultraviolet degradation and abrasion. Standard is silver. Black, bronze, platinum bronze and white are also available ELECTRICAL SYSTEM • Input Voltage: 120-277V or 347-48OV, 50/60Hz • Class 2 output • Power Factor: > 0.9 at full load • Total Harmonic Distortion: < 20% at full load • Integral IOkV surge suppression protection standard To address inrush current, slow blow fuse or type C/D breaker should be used REGULATORY & VOLUNTARY QUALIFICATIONS • cULus Listed Suitable for wet locations • Product qualified on the DesignLights Consortium ("DLC") Qualified Products List ("QPL"). Exceptions apply when N. U, or 0 options are ordered - see Field Adjustable Output spec sheet for details. • Certified to ANSI C136.31-2001, 3G bridge and overpass vibration standards • IOkV surge suppression protection tested in accordance with IEEE/ANSI C62.41.2 • Meets CALTrans 611 Vibration testing and GR-63-CORE Section 4.4.1/5.4.2 C62.41.2 • Luminaire and finish endurance tested to withstand 5,000 hours of elevated ambient salt fog conditions as defined in ASTM Standard B 117 RoHS Compliant Meets Buy American requirements within ARRA PATENTS • Visit website for patents that cover these products: Patents http.,//www,cree.com/patents Photometry All published luminaire photometric testing performed to IESNA LM-79-08 standards by Independent Testing Laboratories, a NVLAP certified laboratory. ITL Test Report #: 72723 BXSPA'21A-U Initial Delivered Lumens: 3,954 ITL Test Report #: 72722 BXSPA•G1A-U Initial Delivered Lumens: 3,427 BXSPA'21A-U Mounting Height: 25' (7.6m) Initial Delivered Lumens:3,500 Initial FC at grade. BXSPA'G1A-U Mounting Height: 25' (7.6m) Initial Delivered Lumens: 3,065 Initial FC at grade. 4000K 5700K TOTAL CURRENT TOTAL CURRENT 50K Hours Input System System Calculated Lumen Module Power Initial BUG Initial BUG Watts Watts Maintenance Designator Delivered Ratings- Delivered Ratings" 120-277V 120V 208V 240V 277V 347-480V 347V 480V Factor Lumens Per TM-15-11 Lumens Per TM-15.11 (a 15-C (59-F)••• Standard A 3,500 81 UO Gt 3,850 Bl UO Gt 53 OA4 0.26 023 0.20 57 0.16 0.12 91% High A 4,806 31 l,0 G1 5,340 B', UO G', 53 0.44 0.26 0.23 0.20 57 0.16 0.12 91% -1 J 4000K 5700K TOTAL CURRENT TOTAL CURRENT 50K Hours Input System System -_-- Calculated Lumeni - - � Module Power Initial BUG Initial BUG Watts Watts Maintenance Designator Delivered Ratings- Delivered Ratings" 120-277V 120V 208V 240V 277V 347-480V 347V 480V Factor Lumens Per TM-15-11 Lumens Per TM-15-11 (N 15'C (59'F)•" Standard A 3.065 81 UO GI 3.371 BI UO GI 53 0.44 026 0.23 0.20 57 0.16 0.12 91% High 1 Efficacy' A 4209 Bl UO 31 4,674 Bl UO 31 53 0.44 0.26 0.23 0.20 57 0.16 0.12 91% For more information on the IES BUG (Backlight-Uplight-Glare) Rating visit www,iesna.org/PDF/Erratas/TM-15-IlBugRatingsAddendum.pdf Projected L _. (6K) Hours: >36.000. For recommended lumen maintenance factor data see TD-13 EPA and Weight Input Power Weight Weight EPA Designator 120-277V 347-480V 1@g0 2@90 2@780 3@90 4@90 - A 18ibs(8kg) 221bs(9kg) 0774 1.021 -- 1.428 1.735 2,041 © 2012 Cree, Inc. and/or one of its subsidiaries. All rights reserved. For informational purposes only. See www.cree.com/lighting for warranty terms. Cree', the Cree logo, BetaLED", NanoOptice, and Colorfast DeltaGuard• are registered trademarks and the BetaLED _ Technology logo, Precision Delivery Grid'", XSPIT" and XSP2- are trademarks of Cree, Inc. or one of its subsidiaries. ®■ -i♦ a; ROAM' is a registered trademark of Acuity Brands, Inc. www.cree.com/lighting T (800) 236-6800 F (262) 504-5415 XS PZTM XSP Series LED Street Light - Horizontal Tenon - Type III Product Description Designed from the ground up as a totally optimized LED street light system, the XSP Series delivers incredible efficiency and is designed to provide L70 lifetime over 100,000 hours without sacrificing application performance. Beyond substantial energy savings and reduced maintenance, Cree achieves better optical control with our NanoOptic• Precision Delivery Grid'" optic than a traditional cobra head luminaire. The Cree XSP Series LED Street Light is the best alternative for traditional street lighting with better payback and better performance. M4, Performance Summary Utilizes BetaLED1 Technology NanoOptic Precision Delivery Grid optic ,,.�rsy,► CRI: Minimum 70 CRI CCT: 4000K (+/- 300K), 5700K (+/- 500K) Warranty: 10 years on luminaire/limited 10 years on Colorfast DeltaGuard° finish Made in the U.S.A. of U.S. and imported parts 16662m1 Accessories XA-SP2BLS Backlight Control Shield �•e" P171 - Provides 1/2 Mounting Height Cutoff _ — -- — — — - XA-SP2BRDSPK Bird Spikes ICI o� 14.8" [seemm7 Ordering Information Fxamole: RXSPA032A-USF BXSP BXSP A A 0 0 2 A - s A ROAM* Controls 3 A - U Horizontal Type III Standard 101W Universal Silver Installation of ROAM dimming control module only. Tenon H 4000K 120-277V (Standard) Services provided by others. Type III B V T Includes R option w/ BLS Standard Universal Black F Fuse 5700K 347- z When code dictates fusing, use time delay fuse H Hir 480V" Bronze B - Not available with V voltage Efficacy Platinum K Occupancy Control 4000K' Bronze - Refer to Occupancy Control spec sheet for details P W N Utility Label and NEMA Photocell Receptacle High White Includes 0 option Efficacy - Refer to Field Adjustble Output spec sheet for details 5700K' O Field Adjustable Output - Refer to Field Adjustable Output spec sheet for details R NEMA Photocell Receptacle - Photocell by others U Utility -Includes exterior wattage label that indicates the maximum available wattage of the luminaire - Includes 0 option - Refer to Field Adjustable Output spec sheet for details v u, rreu ary data snown. " 347-480V utilizes magnetic step-down transformer. For input power for 347-480V, refer to the Lumen Output, Electrical, and Lumen Maintenance data table below. Beta�ED C FHNOLOGY ® C UL us Rev. Date:9/14/2012 ®— �® — — — — — www.cree.com/lighting T (800) 236-6800 F (262) 504-5415 XSP Series LED Street Light - Horizontal Tenon - Type III Product Specifications CONSTRUCTION & MATERIALS Die cast aluminum housing Tool -less entry • Mounts on 1.25" IP (1.66" [42mm] O.D.) or 2" IP (2.375" [60mm] O.D.) horizontal tenon (minimum 8" [203mm] in length) and is adjustable +/- 5' to allow for fixture leveling (includes two axis T-level to aid in leveling) • Designed with 0-10V dimming capabilities. Controls by others • Exclusive Colorfast DeltaGuard'° finish features an E-Coat epoxy primer with an ultradurable powder topcoat, providing excellent resistance to corrosion, ultraviolet degradation and abrasion. Standard is silver. Black, bronze, platinum bronze and white are also available ELECTRICAL SYSTEM • Input Voltage: 120-277V or 347-48OV, 50/6OHz • Class 2 output • Power Factor: > 0.9 at full load • Total Harmonic Distortion: < 20% at full load • Integral1OkV surge suppression protection standard • To address inrush current, slow blow fuse or type C/O breaker should be used REGULATORY & VOLUNTARY QUALIFICATIONS cULus Listed • Suitable for wet locations • Product qualified on the DesignLights Consortium ("DLC") Qualified Products List ("OPL"). Exceptions apply when N, U, or 0 options are ordered - see Field Adjustable Output spec sheet for details. • Certified to ANSI C136.31-2001, 3G bridge and overpass vibration standards • 1OkV surge suppression protection tested in accordance with IEEE/ANSI C62.41.2 • Meets CALTrans 611 Vibration testing and GR-63-CORE Section 4.4.1/5.4.2 C62.41.2 • Luminaire and finish endurance tested to withstand 5,000 hours of elevated ambient salt fog conditions as defined in ASTM Standard B 117 RoHS Compliant Meets Buy American requirements within ARRA PATENTS • Visit website for patents that cover these products: Patents http://www.cree.com/patents )Curren butini Electrical and Lumpn Maintpnanrp r)ata Photometry All published luminaire photometric testing performed to IESNA LM-79-08 standards by Independent Testing Laboratories, a NVLAP certified laboratory. BXSPA'32A-U Initial Delivered Lumens: 7,406 �7 M OKI �i DS 3a - 61 - 6i 12t 183•� 3 BXSPA'32A-U Mounting Height: 25' (7.6m) Initial Delivered Lumens: 7,000 Initial FC at grade. 4000K 5700K TOTAL CURRENT TOTAL CURRENT 50K Hours Input System --- System Calculated Lumen Module Power Initial BUG Initial BUG Watts Watts Maintenance Designator Delivered Ratings" Delivered Ratings" 120-277V 120V 208V 240V 277V 347-480V 347V 480V Factor Lumens Per TM-15-11 Lumens Per TM-15-11 (015'C (59•F)•'• tartdar A 7,000 B2 UO GI 7,700 B2 UO G2 101 0.84 0.50 0.44 0.39 106 0.31 0.22 91% High Efficacy' A 9612 B2 UO G2 10,680 82 UO G2 101 0,84 0.50 0.44 0.39 106 0.31 0.22 91% 4000K ------ Type 5700K 3 Distribution w/ BLS TOTAL CURRENTF347-480V TOTAL CURRENT 50K Hours Input System Calculated Lumen Module Power Initial BUG Initial BUG Watts Maintenance Designator Delivered Ratings" Delivered Ratings" 120-277V 120V 208V 240V 277V 347V 480V Factor Lumens Per M 1511 Lumens PerTM-IS n # 15•C (59-F)••• Standar A 6,130 TBD 6,742 TBD 101 0.84 0.50 0.44 0.390.31 0.22 91% High —1 Efficacy' A 8,417 IdD 9,352 TBD 101 0.84 0.50 0.44 0.39 106 0.31 0.22 91% 'Available reTimmary data shown . "--- --_--- -- —' --------- " For more information on the IES BUG (Backlight Upllght-Glare) Rating visit www.lesna.org/PDF/Erratas/TM-15-IlBugRatingsAddendum.pdf —Projected L,o(6K) Hours. >36,000. For recommended lumen m,an rter-ineri factor data see TD-13 EPA and Weight Input EPA Power Weight Weight Designator 120-277V 347-480V 1@90 2,,90 2(g�180 — _- 3490� A 26lbs(12kg) 29 lbs (13.2kg) 0.692 1,140 1.384 1.832 I 1280 , © warranty Cree, Inc. and/or one of its subsidiaries. All rights reserved. For informational purposes only. See wwmarks and the for t;REE< � warranty terms. Cree*, the Cree logo, BetaLED', NanoOptic•, and Colorfast DeltaGuard•are registered trademarks and the BetaLED Technology logo, Precision Delivery Grid'". XSPP" and XSP2 "are trademarks of Cree, Inc. or one of its subsidiaries. ROAM' is a registered trademark of Acuity Brands, Inc. www.cree.com/lighting T (800) 236-6800 F (262) 504-5415 BXABW3 AerobladesT" BXABW Luminaires - Wall Mount with Integral Driver - T.. - III KA^.41, ,,ti. Product Description Cree® AerobladeSTM luminaires were designed from the LED out, maximizing LED component technology and thermal management. Aeroblades luminaires define a new perspective and standard of architectural grade lighting for the exterior environment. Our design team created a system that is true to the lasting performance of LED technology. The choice is yours: Aeroblades luminaires are offered in two, four and six blade configurations; color temperatures of 5700K or 4000K; and three drive currents to maximize performance for any project. Luminaire heat sinks and housing are manufactured from high performance, low copper, die cast aluminum. Wall mount box houses driver and includes mounting plate for installation over recessed junction box. Performance Summary Utilizes BetaLED' Technology Made in the U.S.A. of U.S. and imported parts CRI: Minimum 70 CRI CCT: 5700K (+/-500K), 4000K (+/- 300K) Limited Warranty:10 years on luminaire/10 years on Colorfast DeitaGuard' finish+ Ordering Information Example: BXABW32D-UCG7-OPTIONS Gasket ar _.Q (12anm) -- --- 21.g' • _ (BBBmm) _. _.. u.r (ASmm) , Imo- ZSZZ BriBy ots (�qia thers) weu Mggnt Hgg�l�g (pe Ust Alumlrum7 (S". EWcB EWx mFor _ _ (9xSmm) Pony Sgvre) 36C Light EV. C— (OkUstAluminun)- (De CatAl~) Cwntv,hk Bolts �_ IT 011mm) V/IRxe/ (AWN. UM.) `__Mn (Ole Cat Aiwlwm) OIM W 1(I LEDs _ M_LEDs 60lEDs --_ T _ _ I U'(07mm) II gr(]Sgmm) I6'(406mm) BXAB W 3 D - - --- - BXAB W 3 2 D - u C G 6 5700K Color Temperature Y 0-10V Dimming Wall Type III 4 Universal 525mA Graphite - Color temperature per luminaire - Control by Mount w/ Medium 6 120-277V D (Standard) 7 4000K Color Temperature others Integral v 700mA A - Color temperature per luminaire - Can't exceed Driver Universal X Platinum specified drive 347-480V 1000mA• S current Silver T Black B Platinum Bronze W White Z Bronze See www.cree.com/lighting/products/warranty for warranty terms. `Not available with V voltage or 60 LEDs. Beta LED M cL us ®'FCHNOLOGY Apk wmft rN Rev. Date: 12/12/2012 V E IL �►(a1 www.cree.com/lighting T (800) 236-6800 F (262) 504-5415 BXABW3 Product Specifications BETALED'TECHNOLOGY Creel Aeroblades'" luminaires are powered by BetaLED4 Technology delivering outstanding illumination, lasting performance and optimum energy efficiency. Patented NanoOptic° technology optimizes target illumination, performance and offers flexibility with multiple optic choices. CONSTRUCTION & MATERIALS • Slim, low profile, minimizing wind load requirements • Luminaire is rugged die cast, low copper aluminum with integral weather -tight LED driver compartments and high performance heat sinks • Exclusive Colorfast DeltaGuard' finish features an E-Coat epoxy primer with an ultradurable powder topcoat, providing excellent resistance to corrosion, ultraviolet degradation and abrasion. Standard is graphite. Bronze, black, white, platinum bronze, silver and platinum are also available ELECTRICAL SYSTEM • Input Voltage:12O-277V or 347-48OV, 50/6OHz, Class 1 drivers • Power Factor: > 0.9 at full load • Total Harmonic Distortion: < 20% at full load • Integral 1OkV surge suppression protection standard • To address inrush current, slow blow fuse or type C/D breaker should be used REGULATORY & VOLUNTARY QUALIFICATIONS • cULus Listed • Suitable for wet locations • Enclosure rated IP66 per IEC 60529 • Consult factory for CE Certified products • Certified to ANSI C136.31-2001, 343 bridge and overpass vibration standards • 1OkV surge suppression protection tested in accordance with IEEE/ANSI C62.41.2 • Luminaire and finish endurance tested to withstand 5,000 hours of elevated ambient salt fog conditions as defined in ASTM Standard B 117 • RoHS Compliant • Meets Buy American requirements within ARRA Lumen Output, Electrical, and Lumen Maintenance Data Photometry All published luminaire photometric testing performed to IESNA LM-79-08 standards by a NVLAP certified laboratory. :xx� no so' so' 40 0' o• xo' 40' sa eo• �°ios 56' ea as 40VL­ 40ix.x loss x0.61 - 0 20p c6'as l6l S44 ms w ea - bi - si - .1 x< ITL Test Report p: 72902 BXAB'34D-UX7 Initial Delivered Lumens. 8,878 I° BXAB"34D-UX7 Mounting Height: 25' (7.6m) A.F.G. Initial Delivered Lumens: 9.023 Initial FC at grade IES Files To obtain an IES file specific to your project consult: http V/www.cree.com/lig hting/tools-and-support/exterior-ies-conf igumt ion -tool Weight LED Count (AO) Weight 02 251bs Cn.31g) 04 35 lbs (15.91,g) 06 451bs (2O.4kg) LED 57O0K 4000K System TOTAL CURRENT 5OK Hours Projected Count Initial Initial BUG Initial BUG Lumen Maintenance (x1W Delivered Ratings' Delivered Ratings' 120-48OV 12OV 2O8V 240V 277V 141V 48OV Factor @ 15'C (59`F)'• Lumens Per TM-15-11 Lumens Per TM-15-11 2 2591 Bl U1 Gl 2688 81 U1 Gl .i9 O.S2 0.70 0.19 0.18 O.'J 0.10 70 93% 7 773 1 B2 01 G2 8 063 82 Ut G2 I U 5 1 0.85 i 0.49 0777 0.38 .31 02t 2 1 3,331 B1 U1 G1 1 3.455 1 B1 U1 G1 i 51 041 1 0.25 1 0.23 1 0,21 1 0.15 0.12 0,77 91% 61 9.994 B3 U1 (;3__I 10,366 1 83 U1 G3 1 138 1 Ili 1 0.65 1 0.56 1 0.50 10.41 2 4 S49 BI U1 G2 4.5 11 10OOmA B1 U1 G2 • 73 _ 0.61 _.. 0.36 0.32 1 0.29 1 N/A N/A 86% ' For more information on the IES BUG (Backlight-Uplight-Glare) Rating visit www.iesna,org/PDF/Erratas/TM-15-IlBug Rat,ngsAddendum.pdf Projected L,o COK) Hours: > 60,000. For recommended lumen maintenance factor data see TD-13. to Lep 'In vow 3y7/`@3I( tw'oc- 'SzSw,A c e r y 000 < H-e- A ieeb © 2012 Cree, Inc. and/or one of its subsidiaries. All rights reserved. For informational purposes only. ate See www.cree.com/patents for patents that cover these products. Creel, the Cree logo, — — BetaLED° NanoOptic', and Colorfast DeltaGuard° are registered trademarks, and the BetaLED 11 S Technology logo and Aeroblades'" are trademarks of Cree, Inc. prone of its subsidiaries. www.cree.com/lighting T (800) 236-6800 F (262) 504-5415 Page 1 of 2 ray From: David Marshall [dmarshall@cea-vt.com] Sent: Thursday, August 15, 2013 4:21 PM To: Tom Dipietro; Justin Rabidoux Cc: ray; 'Robin Jeffers'; 'Greg Rabideau' Subject: RE: Comments on South Village Lot 50 Plans Tom - Thanks for putting together the comments on the South Village Lot 50 Townhouse project. We have provided responses embedded next to each of your questions below. Best David S. Marshall, P.E Civil Engineering Associates, Inc. 10 Mansfield View Lane South Burlington, VT 05403 P 802-864-2323 x310 F 864-2271 From: Tom Dipietro [mailto:tdipietro@sburl.com] Sent: Tuesday, August 13, 2013 1:38 PM To: Justin Rabidoux Subject: Comments on South Village Lot 50 Plans Justin, I reviewed the plans for the proposed South Village Communities, LLC. project located South Jefferson Road. The plans I reviewed were developed by Civil Engineering Associate and, dated May 2013 with no revision dates. I would like to offer the following review comments: It appears that the project will disturb greater than 1 acre of land and will therefore require a construction stormwater permit (3-9020 or individual permit) from the State of Vermont DEC Stormwater Division. This lot appears to covered under a previous authorization (4096-9020). The applicant should provide updated information on State permit coverage.[David Marshall] This project will be proceeding under the existing Moderate Risk Permit with an update on the phasing plan which limits the maximum area of disturbance at any one time to no more than 5 acres. The State will be iivuccu ofthe Niaii update. vve will send you a why of uie nuuilcatlUn. If the project creates greater than 1 acre of impervious area it will require a stormwater permit (3-9015 or individual permit) from the State of Vermont DEC Stormwater Division. This lot appears to be covered under an existing State issued stormwater permit (4096-INDS). ). The applicant should provide updated information on State permit coverage.[David Marshall] The South Village project has been issued an Individual Permit for Operational stormwater runoff. The Lot 50 Townhouse was shown on the City and Act2 50 and Stormwater master plans. As the Lot 50 townhouse project sits atop a high point of the landform, the impervious areas will be collected, treated in two separate systems, both of which were designed to accommodate this project. Provide a description of what these changes will mean for the previously approved stormwater collection and treatment system.[David Marshall] The project remains consistent with the intent of the original design. Will these changes later [David Marshall] (alter) the amount of runoff generated on Lot 50? [David Marshall] No, it remains consistent with the originally permitted impervious area. Will these changes alter the previously approved drainage plan? [David Marshall] No. Although the State 8/15/2013 Page 2 of 2 did review and approve the modifications of the west stormwater management facility so that there is less impact on the VELCO ROW. Is runoff generated on lot 50 receiving treatment in the same treatment practices as previously approved? [David Marshall] As outlined above the answer is yes. 4. The DRB should include a condition requiring the applicant to regularly maintain all stormwater treatment and conveyance structures on-site.[David Marshall] This is acceptable. 5. The final decision should require that final hydrologic modeling be submitted to the Department of Public Works so that this information can be included in the City's watershed model for Munroe Brook. [David Marshall] This is acceptable. Thank you for the opportunity to comment. -Tom Thomas J. DiPietro Jr. Deputy Director Department of Public Works 104 Landfill Road South Burlington, VT 05403 Phone: (802) 658-7961 x108 Email: Tdipietro(o-)sburl.com Web Site: www.sburi.com Twitter: @SBPubWorks Notice - Under Vermont's Public Records Act, all e-mail, e-mail attachments as well as paper copies of documents received or prepared for use in matters concerning City business, concerning a City official or staff, or containing information relating to City business are likely to be regarded as public records which may be inspected by any person upon request, unless otherwise made confidential by law. /f you have received this message in error, please notify us immediately by return email. Thank you for your cooperation. 8/15/2013 Page 1 of 1 ray From: Tom Dipietro Sent: Tuesday, August 13, 2013 1:38 PM To: Justin Rabidoux Subject: Comments on South Village Lot 50 Plans Follow Up Flag: Follow up Flag Status: Green Justin, I reviewed the plans for the proposed South Village Communities, LLC. project located South Jefferson Road. The plans I reviewed were developed by Civil Engineering Associate and, dated May 2013 with no revision dates. I would like to offer the following review comments: 1. It appears that the project will disturb greater than 1 acre of land and will therefore require a construction stormwater permit (3-9020 or individual permit) from the State of Vermont DEC Stormwater Division. This lot appears to covered under a previous authorization (4096-9020). The applicant should provide updated information on State permit coverage. 2. If the project creates greater than 1 acre of impervious area it will require a stormwater permit (3-9015 or individual permit) from the State of Vermont DEC Stormwater Division. This lot appears to be covered under an existing State issued stormwater permit (4096-INDS). ). The applicant should provide updated information on State permit coverage. 3. Provide a description of what these changes will mean for the previously approved stormwater collection and treatment system. Will these changes later the amount of runoff generated on Lot 50? Will these changes alter the previously approved drainage plan? Is runoff generated on lot 50 receiving treatment in the same treatment practices as previously approved? 4. The DRB should include a condition requiring the applicant to regularly maintain all stormwater treatment and conveyance structures on -site. 5. The final decision should require that final hydrologic modeling be submitted to the Department of Public Works so that this information can be included in the City's watershed model for Munroe Brook. Thank you for the opportunity to comment. -Tom Thomas J. DiPietro Jr. Deputy Director Department of Public Works 104 Landfill Road South Burlington, VT 05403 Phone: (802) 658-7961 x108 Email: Tdipietrop_sburl.com Web Site: www.sburl.com Twitter: @SBPubWorks Notice - Under Vermont's Public Records Act, all e-mail, e-mail attachments as well as paper copies of documents received or prepared for use in matters concerning City business, concerning a City official or staff, or containing information relating to City business are likely to be regarded as public records which may be inspected by any person upon request, unless otherwise made confidential by law. If you have received this message in error, please notify us immediately by return email. Thank you for your cooperation. 8/15/2013 CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING DEVELOPMENT REVIEW BOARD Report preparation date: August 15, 2013 Application received: June 14, 2013 SOUTH VILLAGE COMMUNITIES LLC 47, 110 & 144 SOUTH JEFFERSON AVENUE SITE PLAN APPLICATION #SP-13-33 Agenda # 5 Meeting Date: August 20, 2013 Owners/Applicant Property Information South Village Communities LLC Tax Parcel 1640-01840 c/o SD Ireland companies SEQ Zoning District Ms. Robin Jeffers, Project Manager Williston, VT 05495 Contact David Marshall Civil Engineering Associates, Inc. 10 Mansfield View Lane South Burlington, VT 05403 t e CITY OF SOUTH BURLINGTON 2 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \F:\USERS\Planning & Zoning\Development Review Board\Staff Comments\2013\SP_13 33_74-110- 144S_Jefferson_SouthVil lage_revision s_Aug_mtg.doc PROJECT DESCRIPTION South Village Communities, LLC, hereafter referred to as the applicant, is seeking site approval to construct two (2) 12 unit multi -family dwellings and one (1) 10 unit multi -family dwelling, 47, 110 and 144 South Jefferson Avenue. COMMENTS Administrative Officer Ray Belair and Planner, Temporary Assignment Dan Albrecht, referred to herein as Staff, have reviewed the plans submitted on June 14, 2013 and have the following comments. Zoning District & Dimensional Requirements The subject lot is part of a previously approved master plan for the entire Planned Unit Development known as South Village. Setback requirements are met. Building coverage is calculated at 34.5% (maximum approved per MP is 50%) is also met. The proposed project does meet dimensional requirements and limits for overall coverage which had been approved as part of the Master Plan approval (#MP-04-01 and the amendment #MP-05-02). The overall coverage is proposed to be 65.0% (maximum approved per the MP is 65%). This requirement is being met. Height The height limit for these buildings is 40 feet as they are pitched roof buildings. The heights of the buildings proposed are as follows: • Building A = 32.7 ft. • Building B = 29.1 ft. • Building C = 29.8 ft. All buildings will comply with the height limitation. SITE PLAN REVIEW STANDARDS Section 14.06 of the South Burlington Land Development Regulations establishes the following genera! review standards for all site plan applications: (a) The site shall be planned to accomplish a desirable transition from structure to site, from structure to structure, and to provide for adequate planting, safe pedestrian movement, and adequate parking areas. The 34 units of housing will require 68 spaces calculated as 2 spaces per unit as the spaces will not be reserved. The applicant proposes a total of 68 spaces on the property itself: 44 underground spaces and 24 surface parking spaces. The applicant also notes that eight (8) parallel parking spaces will be constructed along the south side of South Jefferson Avenue. The applicant notes that the SBLDR and the ADAAG require that the 68 combined spaces include three (3) handicap spaces. Applicant proposes to meet this requirement with two (2) handicap spaces in the off-street parking area and one (1) handicap space in the curbside street spaces. 'CITY OF SOUTH BURLINGTON 3 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \F:\USERS\Planning & Zoning\Development Review Board\Staff Comments\2013\SP_13 33_74-110- 144S_Jefferson_SouthVillage_revisions_Aug_mtg.doc The applicant's proposal is non -compliant with regards to handicap parking. The three (3) required handicapped spaces are required to be in the off-street parking lot. The proposal that one (1) of the handicap spaces be on -street would result in this space not being available from December 1S'through April 1st during the winter parking ban. Staff recommends that this handicap space be relocated to be on -site. 1. The plans should be revised to relocate the handicap space located in the street to the off-street parking lot. Pedestrian movement is adequate between buildings (b) Parking shall be located to the rear or sides of buildings. Parking is proposed to be located to the side and underneath of the buildings. Section 13.01(G) (5) requires that bicycle parking or storage facilities are provided for employees, residents, and visitors to the site. No bicycle racks are shown. 2. The plans should be revised to show one bicycle rack for each building. (c) Without restricting the permissible limits of the applicable zoning district, the height and scale of each building shall be compatible with its site and existing or adjoining buildings. The proposed buildings are a pitched roof structure. The maximum allowable height in the district is 45 feet for a pitched roof. The proposed buildings are between 29.1' and 32.7' high at the midpoint of the sloped roof. Therefore no height waiver is requested or required. (d) Newly installed utility services and service modifications necessitated by exterior alterations or building expansions shall, to the extent feasible, be underground. 3. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. The South Burlington Water Department has no comments at this time. (e) The DRB shall encourage the use of a combination of common materials and architectural characteristics, landscaping, buffers, screens and visual interruptions to create attractive transitions between buildings of different architectural styles. The applicant has submitted elevations of the proposed buildings. Staff finds the proposed buildings to be in compliance with this criterion. (f) Proposed structures shall be related harmoniously to themselves, the terrain, and to existing buildings and roads in the vicinity that have a visual relationship to the proposed structures. The applicant has submitted elevations of the proposed buildings. Staff finds the proposed buildings to be in compliance with this criterion. `CITY OF SOUTH BURLINGTON 4 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \F:\USERS\Planning & Zoning\Development Review Board\Staff Comments\2013\SP_13 33_74-110- 144S_Jefferson_SouthVillage_revisions _Aug_mtg.doc Site plan applications shall meet the following specific standards as set forth in Section 14.07 of the South Burlington Land Development Regulations: (a) The reservation of land may be required on any lot for provision of access to abutting properties whenever such access is deemed necessary to reduce curb cuts onto an arterial of collector street, to provide additional access for emergency or other purposes, or to improve general access and circulation in the area. The proposed buildings are accessed via two curb cuts. Furthermore, the overall layout of the subdivision has been reviewed as part of Master Plan review and as a 3-step PUD. Staff does not find any need for additional access to abutting properties in relation to this site plan application. (b) Electric, telephone and other wire -served utility lines and service connections shall be underground. Any utility installations remaining above ground shall be located so as to have a harmonious relation to neighboring properties and to the site. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. (c) All dumpsters and other facilities to handle solid waste, including compliance with any recycling or other requirements, shall be accessible, secure and properly screened with opaque fencing to ensure that trash and debris do not escape the enclosure(s). The applicants are proposing to locate the trash and recycling facilities in an enclosed area on the south side of the parcel between Buildings 50B and 50C. The plans should be revised to include details of the enclosure. 4. The plans should be revised to include the details of the dumpster enclosure. Staff notes that the distance from Building 50A and the proposed facilities is approximately 270 feet. Staff recommends that the applicant consider installing a second enclosed dumpster area between Buildings 50A and 50B. (d) Landscaping and Screening Requirements Based on submitted building costs of $3,600,000, the minimum landscaping budget should be $43,500. The applicant's current on -site landscaping budget for acceptable trees and shrubs is $43,500 The City Arborist has reviewed the plans for planting details and species selection and provided the following comments in a memo dated August 13, 2013 (these comments do not reflect the plans received on 8/14): The plan looks good overall with good species selections • Tree and Shrub Planting Details and Specifications need to be included with plans • Should specify that bump out areas where trees are to be planted should be filled with quality planting soil to a depth of 2.5-3 ft to provide adequate soil volume to support tree growth 5. The plans should be revised to be in compliance with the comments of the City Arborist. `CITY OF SOUTH BURLINGTON 5 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \F:\USERS\Planning & Zoning\Development Review Board\Staff Comments\2013\SP_13 33_74-110- 144S_Jefferson_SouthVillage_revisions Aug_mtg.doc Staff notes that the applicant is proposing that many of the tree plantings be located outside of the parcel completely and that several other trees be located in a proposed twenty foot wide "slope, utility and landscaping" easement to be provided by the homeowners association. No provisions are made in the SBLDRs for off -site landscaping to meet landscaping requirements. Staff notes there are several large lawn areas that could be landscaped instead. These areas might also prove useful for the placement of extensive rain gardens to treat stormwater runoff from the parking lots. 6. The plans shall be revised to remove proposed plantings located beyond the parcel boundaries. Pursuant to Section 13.06(B) of the Land Development Regulations, the plans shall depict snow storage areas that will minimize the potential for run-off. No snow storage areas are shown on the plans. 7. The plans shall be revised to show snow storage areas. Lighting Pursuant to Section 13.07(A) of the Land Development Regulations, all exterior lighting shall be shielded and downcasting to prevent light from spilling onto adjacent properties and rights -of -way. The applicant has submitted lighting details. They meet the standards set forth in the SBLDR. The point by point lighting plan appears to show that direct glare from the southernmost light poles could spill onto adjacent properties. 8. The applicant should provide additional detail on light dispersal onto adjacent properties. Other Section 9.05(B) of the LDRs limits the number of units in a building to four (4) and 10 & 12 units are proposed. The proposal is acceptable "where a structure has been approved as part of a Master Plan prior t.^, January, O 2017 with a r eater number of dwellin Units than those permitted Ifl these p r IL11 g g p- - - Regulations, such approved number of units in a structure shall remain in effect". Three (3) 12 unit buildings were approved as part of the South Village Master Plan on this lot. Fire Chief's Comments We have reviewed the plans for this proposed development. We have the following concerns and/or recommendations. a. Commercial structures and multifamily units will need fire protection plan review from the South Burlington Fire Marshal's office to review for compliance with the Vermont Fire and Building Safety Codes. b. Sprinklers, fire alarms, and standpipes per the VFBSC. CITY OF SOUTH BURLINGTON 6 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \F:\USERS\Planning & Zoning\Development Review Board\Staff Comments\2013\SP_13 33_74-110- 144S_Jefferson_SouthVil lage_revisions_Aug_mtg.doc c. Trees, fences and floral outcroppings should be placed so as not to interfere with the deployment of the aerial ladder, hoselines, portable ladders and other firefighting equipment. d. Provide 24 hour per day off -site (central station) monitoring of all fire alarm and protection systems. e. Provide emergency key boxes, location to be specified by SBFD. f. No gas or charcoal grills on outside porches. Public Works Comments I reviewed the plans for the proposed South Village Communities, LLC. project located South Jefferson Road. The plans I reviewed were developed by Civil Engineering Associate and, dated May 2013 with no revision dates. I would like to offer the following review comments: a. It appears that the project will disturb greater than 1 acre of land and will therefore require a construction stormwater permit (3-9020 or individual permit) from the State of Vermont DEC Stormwater Division. This lot appears to covered under a previous authorization (4096-9020). The applicant should provide updated information on State permit coverage. b. If the project creates greater than 1 acre of impervious area it will require a stormwater permit (3-9015 or individual permit) from the State of Vermont DEC Stormwater Division. This lot appears to be covered under an existing State issued stormwater permit (4096-INDS). ). The applicant should provide updated information on State permit coverage. c. Provide a description of what these changes will mean for the previously approved stormwater collection and treatment system. Will these changes later the amount of runoff generated on Lot 50? Will these changes alter the previously approved drainage plan? Is runoff generated on lot 50 receiving treatment in the same treatment practices as previously approved? d. The DRB should include a condition requiring the applicant to regularly maintain all stormwater treatment and conveyance structures on -site. The final decision should require that final hydrologic modeling be submitted to the Department of Public Works so that this information can be included in the City's watershed model for Munroe Brook. RECOMMENDATION Staff recommends that the applicant address the numbered items outlined above. Respectfully submitted, Raymond Belair, Administrative Officer 'CITY OF SOUTH BURLINGTON 7 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \F:\USERS\Planning & Zoning\Development Review Board\Staff Comments\2013\SP_13 33_74-110- 144S_Jefferson_SouthVillage_revisions Aug_mtg.doc Copy to: Dave Marshall, Civil Engineering Associates, Contact CIVIL EI Irll Iiit"kIIN r A S'!'oOCIA IIIC. 10 Mansfield View Lane South Burlington, VT 05403 August 13, 2013 Phone: 802-864-2323 Fax: 802-864-2271 E-Mail: mail@cea-vt.com RECEIVED Ms. Cathyann LaRose, Assistant Planner AUG 14 2013 City of South Burlington City of So. Burlington 575 Dorset Street South Burlington, Vermont 05403 Re: South Village PRD South Village Communities, LLC Site Plan Applications for Lot 50 (Three Multi -family Buildings) Dear Ms. LaRose: We have addressed the one outstanding item associated with the Site Plan application in which lot coverage exceeded the 65% value set forth in the South Village Master Plan approval. The measures that have been integrated into the site clan include: • Redesigning the pavement area in front of the trash enclosure • Narrowing the walkways • Reducing the footprint in the middle "B" Building by eliminating two units • Reducing the surface parking by four (4) spaces Another item of note on this revised set of plans is that the grading off of the property beyond the retaining walls has been eliminated thereby eliminating the need for a fill permit. Parking Waiver - Two parking spaces per unit are required for the 35 units of housing ([2 bldgs x 12 + 1 bldg x 10] x 2 = 70 spaces). We understand that as long as the parking spaces are not assigned (and they are not) then the requirement to provide supplemental spaces for visitors (one space for each four units ([3 bldgs x 12/4 x 1 = 9 spaces]) is not required. This application proposes to provide 44 underground parking spaces, and 24 surface parking spaces for a total of 68 spaces. The site plan depicts 8 parking spaces along the south side of South Jefferson Avenue providing a non -official total of 76 spaces in the immediate vicinity of the buildings. This compares favorably against the required 70 parking spaces. Competition for the use of these spaces will be minimal as this section of South Jefferson fronts two open space parcels. As such, and in the effort to not create Ms. Cathy LaRose Page 2 of 2 August 13, 2013 excess parking and associated impervious areas, the applicant seeks a 2 space (or 2.9 %) waiver of the parking requirement. The SBLDR and ADAAG require that for the combined 68 spaces that 3 handicap spaces be provided. Two (2) of these spaces have been located within the off-street parking area while the third has been provided along South Jefferson as close as possible to the ADA compliant unit of Building 50B. This completes our summary of the proposed changes that are reflected in the Site Plan Application for Lot 50 Townhome type condominium buildings. If you should have any questions, please feel free to contact me at 864-2323 x310. Respectfully, G Dav-0-S—Marshall, P.E. Project Engineer \dsm Attachments: Updated Site Plan Application Updated Waiver Request 1 set of 11" x 17" plans, 3 sets of full size plans of revised drawings CD of application materials CC' R. Jeffers (w/ enclosures, 11 x17 plans); G. Rabideau (w/ enclosures, 11 x17 plans) CEA File 13162.00 (w/ enclosure) P:AAutoCADD Projects\2013\13162\3-Permitting\1-1 ocal Applications\3-Final\LaRose- Lot 50 Site Plan Application 8-13-13 Cover letter.rtf Site Plan Application A ,k 0, A' LIF40011" sout btu PLANNING & ZONING Permit Number SP- APPLICATION FOR SITE PLAN REVIEW All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the site plan will result in your application being rejected and a delay in the review before the Development Review Board. OWNER OF RECORD (Name as shown on deed, mailing address, phone and fax #): South Village Communities, LLC c/o SD Ireland Companies Ms. Robin Jeffers, Project Manager Williston, Vermont 05495 Ph 1-802-863-2946 Email: robin(a)_SDIRELAND.COM 2. LOCATION OF LAST RECORDED DEED (Book and page #): Book 419 Page 454-455 3. APPLICANT (Name, mailing address, phone and fax #): South Village Communities, LLC c/o SD Ireland Companies Ms. Robin Jeffers, Project Manager Williston, Vermont 05495 Ph 1-802-863-2946 Email: robin(a)SDIRELAND.COM 4. CONTACT PERSON (person who will receive all correspondence from Staff. Include name, address, phone & fax #): David S. Marshall Civil Engineering Associates, 10 Mansfield View Lane, South Burlington, Vermont 05403 Ph 864-2323 x310 F 864-2271 Email: dmarshall@cea-vt.com 5. PROJECT STREET ADDRESS; 1840 Spear Street South Village) The addresses for the proeosed buildings on Lot 50 are 74 (Bldg A), 110 (BId�F3��144 (Bldg CSouth Jefferson Av 6., TAX PARCEL ID # (can be obtained at Assessor's Office): 1640-01840 (South Village) Site Plan Application 7. PROJECT DESCRIPTION a. General project description: Construction of two (2) 12-unit condominium buildings and one (1) 10-unit building and associated infrastructure on a 1.49 acre parcel. b. Existing Uses on Property (including description and size of each separate use): None c. Proposed Uses on property (include description and size of each new use and existing uses to remain): Three residential townhouse type condominium buildings with a total of 35 units. d,. Total building square footage on property (proposed buildings and existing buildings to remain): 0 SF Existing, two proposed buildings at 7,784 SF each and one building at 6,592 SF for a total of 22,160 SF. e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine): 2 Floors with subsurface garage on Buildings A and C. f. Number of residential units (if applicable, new units and existing units to remain): 35 new units g. Number of employees & company vehicles (existing and proposed, note office versus non - office employees): Not applicable. h. Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): Please see cover letters. 9. LOT COVERAGE (ALL information MUST be provided here, even if no change is proposed) a. Size of Parcel: Proposed Lot 50 - 1.49 Acres (69,904 SF) b. Building Coverage. - Existing: 0 _square feet: 0 % Proposed: 22,400 square feet 34.5 % c. Overall Coverage (building, parking, outside storage, etc). - Existing: 0 square feet: 0 _ % Proposed: 45,430 square feet 65.0 % a. Size of Parcel: Proposed Lot 50 - 1.49 Acres (69,904 SF) 2 Site Plan Application d. Front Yard Coverage(s) (cornmercial projects only): NA Existing: 0 square feet: 0.0 __ % Proposed: 0 square feet 0 % e. Total area to be disturbed during construction (sq. ft.) 1.7 Acres (Lot 50 and a portion of the South Jefferson ROW)* * Projects disturbing more than one-half acre of land must follow the City's specifications for erosion control in Article 16 of the Land Development Regulations. Projects disturbing more than one acre require a permit from the Vermont Department of Environmental Conservation. 9. COST ESTIMATES a. Building (including interior renovations): 2 x $ 1,300,000 + 1 x 1,100,000 = $3,700,000 b. Landscaping: $ 43,500 c. Other site improvements (please list with cost): Parking Lots and utilities $240,000. 10. ESTIMATED TRAFFIC a. Average daily traffic for entire property (in and out): 315 VPD b. A.M. Peak hour for entire property (in and out): 23.3 VPH (weekday) As taken from South Village Traffic Study— ITE LUC 221 c. P.M. Peak hour for entire property (In and out): 26.3 VPH (weekday) 11. PEAK HOURS OF OPERATION: 8 to 9 Am and 5 to 6 PM 12. PEAK DAYS OF OPERATION: Monday through Friday 13. ESTIMATED PROJECT COMPLETION DATE: Summer, 2014 14. ABUTTERS (please list all abutting landowner. Include mailing address. Also include those across a streei or right-of-way. You may use a separate sheet if necessary) Please see attached list 3 Site Plan Application 15. SITE PLAN AND FEE A site plan shall be submitted which shows the information listed on Exhibit A attached. Five (5) regular size copies, one reduced copy (11" x 17"), and one digital (PDF-format) copy of the site plan must be submitted A site plan application fee shall be paid to the City at the time of submitting the site plan application in accordance with the city's fee schedule. I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. SIGNATURE OF APPLICANT SIGNATURE OF PROPERTY OWNER Do not write below this line DATE OF SUBMISSION: PRINT NAME REVIEW AUTHORITY: ❑ Development Review Board [1 Administrative Officer I have reviewed this site plan application and find it to be: i_I Complete u Incomplete Director of Planning & Zoning or Designee 4 Date South Village Lot 50 — Multi -Family Buildings 8-13-13 Request for Waivers 1. Off -Street Parking - 2 space (or 2.9%) waiver of the parking requirement. Landscape Review South Village 12 Plex Michael Lawrence LA 8/13/13 The plan looks good overall with good species selections • Tree and Shrub Planting Details and Specifications need to be included with plans • Should specify that bump out areas where trees are to be planted should be filled with quality planting soil to a depth of 2.5-3 ft to provide adequate soil volume to support tree growth CIVIL EINGINEHERli Ir ASISOOCI rIES. 1, iC, 10 Mansfield View Lane South Burlington, VT 05403 Phone: 802-864-2323 Fax: 802-864-2271 E-Mail: mail@cea-vt.com August 6, 2013 RECEIVED Ms. Cathyann LaRose, Assistant Planner AUG 0 6 2013 City of South Burlington City of So. Burlington 575 Dorset Street South Burlington, Vermont 05403 Re: South Village PRD South Village Communities, LLC Site Plan Applications for Lot 50 (Three Multi -family Buildings) Dear Ms. LaRose: Based upon the limitations set forth by the LDR's on the DRB's limited ability to grant waivers, we have revised the site plan to avoid the need for dimensional waivers. This has been accomplished primarily by introducing underground parking to the two outer buildings. This has reduce the amount of surface parking, thereby reducing lot coverage and allowing the buildings to be re -oriented to comply with the front yard setback requirements. In order to avoid the need to modify the approved Master Plan for south Village (and thereby trigger an Interim Zoning review process by the City Council), South Village Communities, LLC has prepared a site plan that accommodates the originally planned three multi -family buildings. The surface parking within the horizontal limits (up to the edge of the VELCO easement) depicted in the Master Plan approval has been rolled back to no longer encroach over the property line. The grading within the open space lot has bee.. reduced t� be n� more than what would have likely been the case or a surface parking lot depicted in the master Plan approval. In order to support the required landscaping an easement (subservient to the VELCO use guidelines) is proposed to be provided along the south edge of the parcel. The project proposes two points of access and both will be two-way entering surface parking lot areas. Landscaping - The value of the proposed planting on this parcel is depicted on the Landscaping Plan. Building Height - The proposed buildings are two stories tall as it relates to the street frontage. Ms. Cathy LaRose Page 2 of 3 August 6, 2013 Building Elevations The worst case regulatory building elevations are summarized below. The relationship of mid -height of roof as it relates to existing grade for each half of the step down for Buildings 50A and 50 C are outlined in the attached Zoning Summary: Lot 50A Bldg Lot 50B Bldg Lot 50C Bldg Avg. Preconst Grade 359.2 365.4 362.1 1st Floor Elevation 368.0 370.6 368.0 Feet from 1 st Flr to Mid Pt 23.9 23.9 23.9 Elev at Midpoint of sloped roof 391.9 394.5 391.9 32.7' 29.1' 29.8 The Phase I Final Plat approval indicates on page 7 of the Findings of Fact that f he rnaximum height for buildings with a pitched roof �s 40' from average pre -construction trade. The maximum height for build ngs with a flat roof is 35' from average pro- ;onstruction grade. All of the proposed buildings readily comply with this requirement. Parking - Two spaces per unit are required for the 12 units of housing for each building (3 bldgs x 12 x 2 = 72 spaces) one space for each four units (3 bldgs x 12/4 x 1 = 9 spaces). For a total of 81 spaces. This application proposes to provide 44 underground parking spaces, and 32 surface parking spaces for a total of 76 spaces. The site plan depicts 8 parking spaces along the south side of South Jefferson Avenue providing a non -official total of 84 spaces in the immediate vicinity of the buildings. This compares favorably against the 81 parking spaces required to accommodate the additional visitor '.ling (one p 9 p q �arr�ii iy (one space per 4 units or 9 spaces total). Competition for the use of these spaces will be minimal as this section of South Jefferson fronts two open space parcels. It should be noted that the off-street parking requirements have increased 12.5% through changes in the Land Development Regulations since the Master Plan approval. As such, and in the effort to not create excess parking and associated impervious areas, the applicant seeks a 5 space (or 6.1 %) waiver of the parking requirement. The SBLDR and ADAAG require that for the combined 76 spaces that 4 handicap spaces be provided. Three (3) of these spaces have been located within the off-street parking area while the forth has been provided along South Jefferson as close as possible to the ADA compliant unit of Building 50B. Ms. Cathy LaRose Page 3 of 3 August 6, 2013 Parking Landscaping — Neither of the surface parking lots exceed the 27 space threshold (15 spaces and 17 spaces) so they do not trigger the parking lot landscaping and green space requirements. T The landscaping plans depict the placement of trees along the south side of the parking lots as a means of shaping the parking surface. These trees are located within an easement area being provided by the homeowners association. The proposed trees comply with the siting requirements set forth by the VELCO easement use guidelines (previously submitted). Trash Retention - The trash and recycling will be stored in the enclosed dumpster located on the south side between Buildings 50B and 50C. Lot Coverage - The computation of the lot coverage conservatively included the segmental retaining walls and all of the steps. These can be modified to achieve a "non -impervious" surface as a means of reducing the 71 % lot coverage that this application depicts. This completes our summary of the proposed changes that are reflected in the Site Plan Application for Lot 50 Townhome type condominium buildings. If you should have any questions, please feel free to contact me at 864-2323 x310. Respectfully, Uavlu J. IViars, all, r .E. ---_._ Project Engineer 1 R1i1 Attachments: Updated Site Plan Application Updated Waiver Request 1 set of 11" x 17" plans, 5 sets of full size plans CD of application materials cc: R. Jeffers (w/ enclosures, 11x17 plans); G. Rabideau (w/ enclosures, 11x17 plans) CEA File 13162.00 (w/ enclosure) P:\AutoCADD Projects\2013\13162\3-Permitting\I-I,ocal Applications\3-Final\LaRose- Lot 50 Site Plan Application 8-6-13 Cover Icttcr.rtf Site Plan Application south PLANNING & ZONING Permit Number SP- APPLICATION FOR SITE PLAN REVIEW All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the site plan will result in your application being rejected and a delay in the review before the Development Review Board. OWNER OF RECORD (Name as shown on deed, mailing address, phone and fax #): South Village Communities, LLC c/o SD Ireland Companies Ms. Robin Jeffers, Project Manager Williston, Vermont 05495 Ph 1-802-863-2946 Email: robinpSDIRELAND.COM 2. LOCATION OF LAST RECORDED DEED (Book and page #): Book 419 Page 454-455 3. APPLICANT (Name, mailing address, phone and fax #): South Village Communities, LLC c/o SD Ireland Companies Ms. Robin Jeffers, Project Manager Williston, Vermont 05495 Ph 1-802-863-2946 Email: robin(a)SDIRELAND.COM 4. CONTACT PERSON (person who will receive all correspondence from Staff. Include name, address, phone & fax #): David S. Marshall Civil Engineering Associates, 10 Mansfield View Lane, South Burlington, Vermont 05403 Ph 864-2323 x310 F 864-2271 Email: dmarshall@cea-vt.com 5. PROJECT STREET ADDRESS: 1840 Spear Street (South Village) The addresses for the proposed buildings on Lot 50 are 74 (Bldg A), 110 Bld B), 144.(BIdg Q South ,Jefferson Ave 6. TAX PARCEL ID # (can be obtained at Assessor's Office): 1640-01840 (South Village) Site Plan Application 7. PROJECT DESCRIPTION a. General project description: Construction of three (3) 12-unit condominium building and associated infrastructure on a 1.49 acre parcel. b. Existing Uses on Property (including description and size of each separate use): None c. Proposed Uses on property (include description and size of each new use and existing uses to remain): Three 12-unit residential townhouse type condominium buildings. d. Total building square footage on property (proposed buildings and existing buildings to remain): 0 SF Existing, three proposed buildings at 7053 SF each for a total of 21,159 SF. e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine): 2 Floors with subsurface basement. f. Number of residential units (if applicable, new units and existing units to remain): 36 new units g. Number of employees & company vehicles (existing and proposed, note office versus non - office employees): Not applicable. h. Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): Please see cover letter. 9. LOT COVERAGE (ALL information MUST be provided here, even if no change is proposed) a. Size of Parcel: Proposed Lot 50 - 1.49 Acres (69,904 SF) b. Building Coverage: Existing: 0 square feet: 0 % Proposed: 23,094 square feet 35.7 _% c. Overall Coverage (building, parking, outside storage, etc): Existing: 0 square feet: 0 % Proposed: 45,993 square feet 71.0 % a. Size of Parcel: Proposed Lot 50 - 1.49 Acres (69,904 SF) d. Front Yard Coverage(s) (commercial projects only): NA r, Site Plan Application Existing: 0 square feet: 0.0 % Proposed: 0 square feet 0 % e. Total area to be disturbed during construction (sq. ft.) 1.7 Acres (Lot 50 and a small portion of Lot 48)* * Projects disturbing more than one-half acre of land must follow the City's specifications for erosion control in Article 16 of the Land Development Regulations. Projects disturbing more than one acre require a permit from the Vermont Department of Environmental Conservation. 9. COST ESTIMATES a. Building (including interior renovations): 3 x $ 1,200,000 = $3,600,000 b. Landscaping: $ 43,500 c. Other site improvements (please list with cost): Parking Lots and utilities $250,000. 10. ESTIMATED TRAFFIC a. Average daily traffic for entire property (in and out): 324 VPD b. A.M. Peak hour for entire property (in and out): 24 VPH (weekday) As taken from South Village Traffic Study — ITE LUC 221 c. P.M. Peak hour for entire property (In and out): 27 VPH (weekday) 11. PEAK HOURS OF OPERATION: 8 to 9 Am and 5 to 6 PM 12. PEAK DAYS OF OPERATION: Monday through Friday 13. ESTIMATED PROJECT COMPLETION DATE: Summer, 2014 14. ABUTTERS (please list all abutting landowner. Include mailing address. Also include those across a street or right-of-way. You may use a separate sheet if necessary_) Please see attached list 3 Site Plan Application 15. SITE PLAN AND FEE A site plan shall be submitted which shows the information listed on Exhibit A attached. Five (5) regular size copies, one reduced copy (11" x 17"), and one digital (PDF-format) copy of the site plan must be submitted A site plan application fee shall be paid to the City at the time of submitting the site plan application in accordance with the city's fee schedule. I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. SIGNATURE OF APPLICANT SIGNATURE OF PROPERTY OWNER Do not write below this line DATE OF SUBMISSION: REVIEW AUTHORITY: E Development Review Board I have reviewed this site plan application and find it to be: 11-1 Complete I Incomplete �plete Director of Planning & Zoning or Designee 4 ►: 0 Administrative Officer Date South Village Lot 50 — Multi -Family Buildings 8-6-13 Request for Waivers 1. Off -Street Parking - 5 space (or 6.1%) waiver of the parking requirement. Lot 50 Townhouse Condominiums Zoning Summary 6-Aug-13 Lot 50 Zoning Setback Summary Req'd Existing Proposed Building Coverage (Ft) 50% 0.0% 35.3% Lot Coverage (Ft) 65% 0.0% 71.0% Building Height (Ft) 40 0.0 33.7 Building 50A Front Yard Setback (Ft) 10 NA 10 Side Yard Setback (Ft) 5 NA 10 Rear Yard Setback (Ft) 5 NA 33.5 Building 50B Front Yard Setback (Ft) 10 NA 10 Side Yard Setback (Ft) 5 NA >100 Rear Yard Setback (Ft) 5 NA 33 Building 50C Front Yard Setback (Ft) 10 NA 10 Side Yard Setback (Ft) 5 NA 10.2 Rear Yard Setback (Ft) 5 NA 47 Bldg 50A Average Existing Grade Computation Location Elev NW 358.0 SW 356.1 NE 362.5 SE 360 Existing Average Grade 359.2 Threshold 368.0 Height above threshold 23.3 Total Height 32.8 Bldg 50B Average Existing Grade Computation Location Elev NW 365.2 SW 363.7 NE 366.4 SE 3fifi1 Existing Average Grade 365.4 Threshold 370.6 Height above threshold 23- Total Height 29.2 Bldg 50C Average Existing Grade Computation Location Elev NW 364.9 SW 364.5 NE 359.5 SE 3596 Existing Average Grade 362.1 Threshold 368.0 Height above threshold 23.9 Total Height 29.8 10 Mansfield View Lane South Burlington, VT 05403 August 6, 2013 Ms. Cathyann LaRose, Assistant Planner City of South Burlington 575 Dorset Street South Burlington, Vermont 05403 Phone: 802-864-2323 Fax: 802-864-2271 E-Mail: mail@cea-vt.com Re: South Village PRD South Village Communities, LLC Miscellaneous Permit Applications for fill placement on Lot 48 Dear Ms. LaRose: Please find attached an updated application form for the proposed placement of fill on Lot 48 in support of the grading tie-in design associated with the proposed development of Lot 50 at South Village. The updated application identifies a reduced amount of fill from 600 CY to 120 CY being placed on Lot 48 as a result of the site plan modifications made on Lot 50. The application package includes a site plan of the proposed fill areas and grading and EPSC measures to be employed. These plans represent portions of the plan sheets submitted for the Lot 50 condominium buildings and rely upon the same detail sheets and narratives in that application package (attached). If you should have any questions, please feel free to contact me at 864-2323 x310. Respectfully, " 6avid S. Marshall, P.E. Project Engineer Attachments: Permit Application package for Lot 50 with the following enclosures: Miscellaneous Permit Application — Updated cc: R. Jeffers (w/ enclosures, 11x17 plans) CEA File 13162.00 (w/ enclosure) P:AAutoCADD Projects\2013\13162\3-Permitting\I-Local Applications\3-Final\LaRose - Misc Fill Applic Cover Letter.doc si���� south'' PLANNING & ZONING Miscellaneous Fill Application Permit # (office use only) CONDITIONAL USE / VARIANCE / MISCELLANEOUS FILL APPLICATION FOR THE DEVELOPMENT REVIEW BOARD All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the site plan will result in your application being rejected and a delay in the review before the Development Review Board. I understand the presentation procedures required by State Law (Section 4468 of the Planning & Development Act). Also that hearings are held twice a month. That a legal advertisement must appear a minimum of fifteen (15) days prior to the hearing. I agree to pay a hearing fee which is to off -set the cost of the hearing. Type of application (check one): ( ) Request for a conditional use ( ) Request for a variance (X) Other (Miscellaneous Fill) OWNER OF RECORD (Name as shown on deed, mailing address, phone and fax #): South Village Communities, LLC c/o SD Ireland Companies Ms. Robin Jeffers, Project Manager Williston, Vermont 05495 Ph 1-802-863-2946 Email: robin@SDIRELAND. COM 2. LOCATION OF LAST RECORDED DEED (Book and page #): Bock 419 Page 454-455 3. APPLICANT (Name, mailing address, phone and fax #): South Village Communities, LLC c/o SD Ireland Companies Ms. Robin Jeffers, Project Manager Williston, Vermont 05495 Ph 1-802-863-2946 Email: robinASDIRELAND.COM Miscellaneous Fill Application 4. CONTACT PERSON (person who will receive all correspondence from Staff. Include name, address, phone & fax #): David S. Marshall Civil Engineering Associates, 10 Mansfield View Lane, South Burlington, Vermont 05403 Ph 864-2323 x310 F 864-2271 Email: dmarshall@cea-vt.com 5. PROJECT STREET ADDRESS: 1840 Spear Street (South Village) The addresses for the proposed buildings on Lot 50 are 74 (Bldg A), 110 (Bldg B), 144 (Bldg C) South Jefferson Ave 6. TAX PARCEL ID # (can be obtained at Assessor's Office): 1640-01840 (South village) 7. PROJECT DESCRIPTION a. General project description: Placement of a small amount of fill (120 CY) on Lot 48 off of primary Lot 50 in support of tying in the parking lot grading. b. Existing Uses on Property (including description and size of each separate use): None c. Proposed Uses on property (include description and size of each new use and existing uses to remain): On Lot 48 the proposed uses are active and passive recreation as well as supporting a portion of the infrastructure requirements (electrical, light pole (consistent with Master Plan). d. Total building square footage on property (proposed buildings and existing buildings to remain): 0 SF Existing and proposed. e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine): None. f. Number of residential units (if applicable, new units and existing units to remain): None g. Number of employees & company vehicles (existing and proposed, note office versus non - office employees): Not applicable. h. Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): Please see cover letter. 8. LOT COVERAGE (ALL information MUST be provided here, even if no change is proposed) a. Size of Parcel: Lot 48 - 187.8 Acres b. Building Coverage: Miscellaneous Fill Application Existing: _ 0 square feet: 0 % Proposed: 0 square feet: 0 % c. Overall Coverage (building, parking, outside storage, etc): Existing: 0 square feet: 0 % Proposed: 0 square feet 0.00 % a. Size of Parcel: Proposed Lot 48 - 187.8 d. Front Yard Coverage(s) (commercial projects only): NA Existing: 0 square feet: 0.0 % Proposed: 0 square feet 0 % e. Total area to be disturbed during construction (sq. ft.) 0.2 Acres (Part of overall 1.7 Acres (Lot 50 and a small portion of Lot 48)" * Projects disturbing more than one-half acre of land must follow the City's specifications for erosion control in Article 16 of the Land Development Regulations. Projects disturbing more than one acre require a permit from the Vermont Department of Environmental Conservation. 9. COST ESTIMATES a. Building (including interior renovations): $0 b. Landscaping: $0 c. Other site improvements (please list with cost): Parking Lots and utilities $20,000. 10. ESTIMATED TRAFFIC a. Average daily traffic for entire property (in and out): 0 VPD b. A.M. Peak hour for entire property (in and out): O WE c. P.M. Peak hour for entire property (In and out): 0 VPH 11. PEAK HOURS OF OPERATION: NA 12. PEAK DAYS OF OPERATION: NA 13. ESTIMATED PROJECT COMPLETION DATE: Summer, 2014 14. ABUTTERS (please list all abutting landowner. Include mailing address. Also include those across a street or right-of-way. You may use a separate sheet if necessary) Please see attached list. 3 Miscellaneous Fill Application 15. SITE PLAN AND FEE A site plan shall be submitted which shows the information listed on Exhibit A attached. Five (5) regular size copies, one reduced copy (11" x 17"), and one digital (PDF-format) copy of the site plan must be submitted A site plan application fee shall be paid to the City at the time of submitting the site plan application in accordance with the city's fee schedule. I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. SIGNATURE OF APPLICANT SIGNATURE OF PROPERTY OWNER Do not write below this line DATE OF SUBMISSION: REVIEW AUTHORITY: ❑ Development Review Board I have reviewed this site plan application and find it to be: � Complete n Incomplete PRINT NAME 11 Administrative Officer Director of Planning & Zoning or Designee 4 Date C 8 6x 1.f 57 x C365. p �• _ BC3 >6 x x LOT SIZE: \ 108.12 SQUAB MAXIMUM COVERAGE PER MASTER P 42,320.20 S EET (65%) PROPOSED BUILDING COVERAGE: 20,15 RE FE (31%) PROPOSED PARKING COVERAGE: 16,890 SQUARE FEE TOTAL PROPOSED COVERAGE: 37,044 SQUARE FEET 56%) DENSITY PROPOSED: 36 UNITS PARKING REQUIRED: (2 PER+10%) 79 SPACES PARKING PROPOSED: BASEMENT PARKING 44SPACES SURFACE PARKING: 35 SPACES TOTAL PARKING: 79SPACES STORIES FACING STREET: TWO STORIES STORIES FACING REAR LOT LINE: THREE STORIES AT GARAGE ENTRY ONLY BUILDING HEIGHT: NOT TO EXCEED 40 FEET PROPOSED BUILDING HEIGHT: 35 FEET FROM APCG. 8 o 6 0 BC368.7 7+,00 SC365.2 8+ 0 to Lo z 0 m X W fZ g a� a � P Lu �z W Lu Qn uj D ♦�.�. Vi 0 N Ln z 0 z z m x 0 hK 8 ca � P`d w` PROJECT N 1303 SHEET NUMBER SK-1 DATE: 7/16/2013 366.0 I] - Lc I IN GI111EERIIN G A'5OCIArt'S. 111r,, 10 Mansfield View Lane Phone: 802-864-2323 South Burlington, VT 05403 Fax: 802-864-2271 E-Mail: mail@cea-vt.com June 3, 2013 Ms. Cathyann LaRose, Assistant Planner City of South Burlington 575 Dorset Street South Burlington, Vermont 05403 Re: South Village PRD South Village Communities, LLC Site Plan Applications for Lot 50 (Three Multi -family Buildings) Dear Ms. LaRose: South Village Communities, LLC hereby submits a Site Plan application for Lot 50 which details the proposed site improvements and three 12-unit condominium buildings. In order to avoid the need to modify the approved Master Plan for south Village (and thereby trigger an Interim Zoning review process by the City Council), South Village Communities, LLC has prepared a site plan that accommodates the originally planned three multi -family buildings and surface parking within the horizontal limits (up to the edge of the VELCO easement) depicted in the Master Plan approval. In order to support the required landscaping and grading and an easement (subservient to the VELCO use guidelines) is proposed to be provided along the south edge of the parcel. The project proposes two points of access consistent with the layout depicted on the approved Master Plan. The west entry point will be one-way in and will become the fourth leg of the Chipman Street and South Jeffferson Avenue intersection while the east entry point will be located between Buildings 50-B and 50-C, across from the open space parcel, and will be a two-way access point. Landscaping - The value of the proposed planting on this parcel is depicted on the Landscaping Plan. Building Height - The proposed building is two stories tall as it relates to the street frontage. Ms. Cathy LaRose Page 2 of 4 Jun 3, 2013 Building Elevations The worst case regulatory building elevations are summarized below. The relationship of mid -height of roof as it relates to existing grade for each half of the step down for Buildings 50A and 50 C are outlined in the attached Zoning Summary: Lot 50A Bldg Lot 50B Bldg Lot 50C Bldg Avg. Preconst Grade 360.2 365.5 361.8 1 St Floor Elevation 367.3 370.6 367.5 Feet from 1 St Fir to Mid Pt 27.5 27.5 27.5 Elev at Midpoint of sloped roof 394.8 398.1 395.0 34.6' 32.6' 33.2 The Phase I Final Plat approval indicates on page 7 of the Findings of Fact that Fhe maximum height for buildings with a pit;hed roof s 40' from average pre -construction trade. The maximum height for build ngs Wth a flat roof is 35' from average pre- ;onstruction grade. All of the proposed buildings comply with this requirement. In the off -chance that the findings are found not to be applicable, the maximum allowed building height for a sloped roof building is 28 feet under the current LDR's. The original Master Plan, Phase I approval and most recent Lot 4A and 4B approval anticipated the creation of 3 story structures with a 35 foot high pitched roof mid -height. The Master Plan sought to consolidate the housing in support of the retention of the 150 acres of open space and avoided development areas originally identified in the City Zoning Regulations when the project was first planned in 2001. The more recent changes in building heights effectively removed the density that the applicant had agreed to consolidate within the three village areas in the multi -family buildings. As a good faith effort the applicant has designed these multi -family buildings to eliminate common area foyers and hallways in an effort to more fully reduce the height of the structures. Still, despite these efforts full compliance could not be met. As such, the applicant hereby seeks height waivers for all three buildings in the amounts: Bldg A 6.6 Feet; Bldg B 4.6 feet; Bldg C 5.2 feet Parking - Two spaces per unit are required for the 12 units of housing for each building plus one space for each four units. This application proposes to provide 70 spaces of the 72 dedicated parking spaces for the residential component. The site plan depicts 12 parking spaces along the south side of South Jefferson Avenue providing a non -official total of 82 spaces in the immediate vicinity of the Ms. Cathy LaRose Page 3 of 4 Jun 3, 2013 buildings. This compares favorably against the 81 parking spaces required to accommodate the additional visitor parking (one space per 4 units or 9 spaces total). Competition for the use of these spaces will be minimal as this section of South Jefferson fronts two open space parcels. It should be noted that the off-street parking requirements have increased 12.5% through changes in the Land Development Regulations since the Master Plan approval. As such, and in the effort to not create excess parking and associated impervious areas, the applicant seeks an 11 space (or 14%) waiver of the parking requirement. The SBLDR and ADAAG require that for the combined 81 spaces that 4 handicap spaces be provided. Three (3) of these spaces have been located within the off-street parking area while the forth has been provided along South Jefferson as close as possible to the ADA compliant unit of Building 50B. Parking Landscaping - The surface parking lots total 70 spaces and trigger the parking lot landscaping and green space requirements. The landscaping plans depict the placement of trees along the south side of the parking lot as a means of shaping the parking surface. These trees are located within an easement area being provided by the homeowners association. The proposed trees comply with the siting requirements set forth by the VELCO easement use guidelines (attached). The green spaces within the parking areas total 9.2%. Island green spaces have been located so as to break-up the mass of the proposed parking along the south edge of the parking area. The intent of the parking landscaping is to shade the parking lot (see tree locations along the south edge of the parking facilities); to provide screening to area residents (there are non), and to provide a suitable atmosphere. The proposed plan achieves these goals and rather than achieving full compliance by converting two (2) parking spaces into green space and seeking a waiver for two additional parking spaces, the applicant seeks a 0.8% waiver on the "green space island requirement. Trash Retention - The trash and recycling will be stored in the enclosed dumpster located on the south side between Buildings 50B and 50C. Front Building Setback — The three buildings are proposing a front yard setback of 8 feet. The applicant seeks a two (2)-foot waiver of the standard 10' front yard setback set forth in the Master Plan. This lot is not one identified as being eligible for the 5' front yard setback previously approved by the DRB. Ms. Cathy LaRose Page 4 of 4 Jun 3, 2013 Lot Coverage Waiver - The city previously granted a lot coverage waiver for the condominium buildings on Lot 4 from 65% to 75% (approval now expired). The Lot coverage for Lot 50 is 74.8%. The request is to re-establish a waiver for this lot for 75% lot coverage from the Master Plan approved value of 65%. No change in the required lot coverage for the entire project is being requested. In fact the computed lot coverage is still in the range of 16% for the entire build -out. This completes our summary of the proposed changes that are reflected in the Site Plan Application for Lot 50 Townhome type condominium buildings. If you should have any questions, please feel free to contact me at 864-2323 x310. Respectfu y,_______ David S. Marshall, P.E. Project Engineer \dsm Attachments: Site Plan Application Application Fee of $3,886 ($275 Base Fee + $13 Filing Fee + $100/unit x 36 units) Waiver Request VELCO Easement Use Guidelines 1 set of 11" x 17" plans, 5 sets of full size plans CD of application materials cc: R. Jeffers (w/ enclosures, 11 x17 plans); G. Rabideau (w/ enclosures, 11 x17 plans) CEA File 13162.00 (w/ enclosure) P:\AutoCADD Projects\2013\13162\3-Permitting\1-1,ocal Applications\3-Final\LaRose- Lot 50 Site Plan Application Cover letter.rtf { Michael Lawrence Associates Landscape Architects / Site Planning Consultants June 21, 2013 South Village Estimate of Plant Materials Project 1303 Scientific Name Size Quan $Unit Sub -Tot SHADE TREES Acer x freemanii `Celzam 2.5-3" 04 $687 2,061 Aesculaus hippocastanum `Baumanni 2-2.5" 01 625 625 Ginko biloba `Autumn Glory' 2-2.5" 01 687 687 Ginko biloba `Magyar' 2-2.5" 04 687 2,748 Ginko biloba `Princeton Sentry' 2-2.5" 02 687 1,374 Quercus bicolor 2-2.5" 08 540 4,320 Quercus imbricaria 2-2.5" 03 540 1,620 Quercus rubra 2-2.5" 04 540 2,160 Sophora japonica 2-2.5" 02 600 600 Tilia euchlora 2-2.5" 02 610 1,220 Ulmus Americana `Princeton' 2-2.5" 02 610 1,220 FLOWERING & EVERGREEN TREES Amelanchier Canadensis 6-7' 14 385 5,390 Magnolia x loebneri `Leonard Messell' 5-6' 10 290 2,900 Magnolia stellata `Royal Star' 5-6' 01 300 300 Picea glauca 6-7' 12 417 5,004 Syringa meyeri `Paliban' 2-2.5" 04 540 2,160 Taxus cuspidate `Capitata 4-5' 03 285 855 SHRUBS Cornus alternifolia `Prairie Fire' 2 gal. 12 42 504 Cornus stonlonifera `Arctic Fire' 5 gal. 01 82 82 Euonymus fortuneii vegetus `Green Lane' 2 gal. 61 45 2,745 Hamamelis vernalis 5-6' 08 95 760 Hydrangea arborescens `Blue Billows' 3 gal. 10 67 670 Hydrangea arborescens `Invincible Spirit' 1.5 gal. 15 50 750 Hydrangea macrophylla `Endless Sum'r' 7 gal. 06 150 900 Ilex verticillata `Berry Heavy' 3 gal. 06 50 300 Ilex verticillata `Jim Dandy' 3 gal. 02 50 100 Ilex verticillata `Winter Red' 3 gal. 01 50 150 Salix discolor 2 gal. 03 42 126 Salix integra `Flamingo' 3 gal. 05 50 250 Rhododendron catawbiense `Album' 3 gal. 13 77 1,001 Rhododendron catawbiense `Eng. Roseum' 3 gal. 10 67 670 Rhododendron RIM 5 gal. 07 150 1,050 Thuja occidentalis `Techny' 5-6' 05 190 950 TOTAL 46,252 MEMBER Eight Linden Lane Essex Junction, Vermont, 05452 American Society PH/FAX 802-878-2778 C 802-578-9591 of Landscape Architects I mike@mclasla.com South Village Lot 50 — Multi -Family Buildings Request for Waivers 1. Front Yard Setback — from 10-feet to 8 feet. 2. Off -Street Parking - 11 space (or 14%) waiver of the parking requirement. 3. Off -Street Parking - Green spaces within the parking areas; 0.8% waiver from 10% requirement to 9.2%. 4. Lot Coverage — Increase from Master Plan approval of 65% to 75%. Non -recognition of Phase I Final Plat Findings of Fact 5. Height waivers for all three buildings in the amounts: Bldg A 6.6 Feet; Bldg B 4.6 feet; Bldg C 5.2 feet Michael Lawrence Associates Landscape Architects / Site Planning Consultants June 21, 2013 South Village Estimate of Plant Materials Project 1303 Scientific Name Size Quan $Unit Sub -Tot SHADE TREES Acer x freemanii `Celzam 2.5-3" 04 $687 2,061 Aesculaus hippocastanum `Baumanni 2-2.5" 01 625 625 Ginko biloba `Autumn Glory' 2-2.5" 01 687 687 Ginko biloba `Magyar' 2-2.5" 04 687 2,748 Ginko biloba `Princeton Sentry' 2-2.5" 02 687 1,374 Quercus bicolor 2-2.5" 08 540 4,320 Quercus imbricaria 2-2.5" 03 540 1,620 Quercus rubra 2-2.5" 04 540 2,160 Sophorajaponica 2-2.5" 02 600 600 Tilia euchlora 2-2.5" 02 610 1,220 Ulmus Americana `Princeton' 2-2.5" 02 610 1,220 FLOWERING & EVERGREEN TREES Amelanchier Canadensis 6-7' 14 385 5,390 Magnolia x loebneri `Leonard Messell' 5-6' 10 290 2,900 Magnolia stellata `Royal Star' 5-6' 01 300 300 Picea glauca 6-7' 12 417 5,004 Syringa meyeri `Paliban' 2-2.5" 04 540 2,160 Taxus cuspidate `Capitata 4-5' 03 285 855 SHRUBS Cornus alternifolia `Prairie Fire' 2 gal. 12 42 504 Corpus stonlonifera `Arctic Fire' 5 gal. 01 82 82 Euonymus fortuneii vegetus `Green Lane' 2 gal. 61 45 2,745 Hamamelis vernalis 5-6' 08 95 760 Hydrangea arborescens `Blue Billows' 3 gal. 10 67 670 Hydrangea arborescens `Invincible Spirit' 1.5 gal. 15 50 750 Hydrangea macrophylla `Endless Sum'r' 7 gal. 06 150 900 Ilex verticillata `Berry Heavy' 3 gal. 06 50 300 Ilex verticillata `Jim Dandy' 3 gal. 02 50 100 Ilex verticillata `Winter Red' 3 gal. 01 50 150 Salix discolor 2 gal. 03 42 126 Salix integra `Flamingo' 3 gal. 05 50 250 Rhododendron catawbiense `Album' 3 gal. 13 77 1,001 Rhododendron catawbiense `Eng. Roseum' 3 gal. 10 67 670 Rhododendron PJM 5 gal. 07 150 1,050 Thuja occidentalis `Techny' 5-6' 05 190 950 TOTAL 46,252 MEMBER I Eight Linden Lane Essex Junction, Vermont, 05452 American Society PH/FAX 802-878-2778 C 802-578-9591 of Landscape Architects mike@mclasla.com 2 RhpJ 3 HymE EufG + Amc Rev Hyal Ma1L RhcA H 2 EOG EufG RhcA 2 RhcE 2 Amc 2 Hyab Amc 9 Pig waaav 22 EufGm Mel Tie ThoT 7 Hyal 2 E&G _ 1 Thor MaIL _ McIL a Ti + INJ� 2 CoaP 2 RhcE 2 Rhpj Mav a GIbM EufG EufG 2Eu1G— SymP ThoT MaIL Thor vW 2 CoaP _- Amc 2 EufG 1 + ACM GIL Eu Ame Hyal EufG Rhpj CceP u Rhpj 211vB GIbP — mc + A 2 gur — — EufG Sol NJ Rhpj 2 GoaP - 4Pq 2 Dui QC 1 P, LANDSCAPE PLAN i I P L A N Large Shade Trees KEY QU SCIENTIFIC NAME AcfB 3 Acerxfraemanil'Calzam' bicolor imbricaria Sol 1 Sophora japonica Tie 2 THIS euchlora UIaP 2 Ulmusamericana'Princeton' Flowering Trees KEY L,oa, Tace 3 SCIENTIFIC NAME IN COMMON NAME Celebration Maple Baumann Horsechestnut Autumn Gold Ginko Maavar Ginko Princeton Sentry Ginko Swamp White Oak Shingle Oak Red Oak - Japanese Pagoda Tree Crimean Linden Princeton American Elm COMMON NAME L I I i L i I j I I I RIrcE 2 EofG Nov a.ern+aars aaa IIaIe ro " Hav R- x ...E RhcA 2 Hy.b Hyal Amp RhcA 2 EufG 2 HymE / Hav 2RME UIaP TaeC RhcE Map Maar Hyal 2 Hyeb y RhcE Hav 2 Myab RhcA E /G 9 Hyal Rhpj Amc Rh.A Hysb 2 EufG ". Hav +, pub Mav EufG 2 EufG ® CUP 2 RhcAnrr^' CUP RhcE Ma1L EufG TecC III} EurG CUP RhcA 3 EufG Bye— Sy1nP 4 EufG M.11- EyRKi 2 EU/G Amp + Qub — SON N, 2 EufG / + 4 8 IF Gibe Ame 3Sad 9ymP gub — 5 EufG IIVB u� 2 Eu1fi WWII A— S iF CUA ,,,a CUP PI Mail- Moll. 9 Euf6 g 2 EufG 2 AciB � Qub ePq PG,�A AahePig 2 guru Gul 1 S T Shrubs SPEC 2 - 2.5" cal.. S&B 2 - 2.5" cal., S&S 2 - 2.5" cal., S&B 2 - 2.5" cal., S&B 2 - 2.5" cal., S&B 2 - 2.5" cal., B&B 2 - 2.5" cal., B&B 2 - 2.5" cal., B&B 2 - 2.5" cal., B&B 2 - 2.5" cal.. S&B SPEC Amelanchler canadensis Shadblow Serviceberry 6-7 % Magnolia x loebneri'Leonard Messel' _ _ Leonard Mee-sel Magnolia 5-6 ft. Magnolia stellata'Royal Star' Royal Star Magnolia 5-6 ft. Picea glauca White Spruce _._ 6.7fL _ Syringe meyeri 'Palibin' Dwarf Korean Lilac Tree Form 2-2.5-In. B_&_S Taxus cuspid ata 'Capitata' Pyramidal Upright Japanese Yew 4-5 ft. RECEIVED jo 2 4 2013 City of So. Budin9ton KEY QU SCIENTIFIC NAME COMMON NAME SPEC CoaP 12 Coreus aaereifolia'Preirie Fire' Prolria Fire Red TWia Dogwood- _ ---2-021 CosA 1 Coreus stokmtfere'Arctic Fire' Arotic Fire Rad Twig Dogwood 5 cal. WIG 61 Euonvmusfortunelivenetus'Green_Lane' Green Lane Wintemreeper Nov S Hamamelis vernalis Vernal Witchhazel Hyab 10 Hydrangea arborescens'Blue Billows' Blue Billows Hydrangea 3 gal. _ Hyal 15 Hydrangea arborescens'InvinclMs Spirit' Invincible Spirit Hydrangea —_ _ 1.5 gal._ HymE 6 Hydranaea macroahvlla'Endless Summer Twist & Shout' Twist & Shout Hydrangea _— _ 7 gal. INB S Ilex verticillate'Berry Heavy' _ _Barry Heavy Wlnterbernt 3 gal. INJ 2 Ilex verticillata'Jim Dandy Jim Dandy Winterberry_ 3 gal.. INW 3 Ilex verticillata'Winter Red' Winter Red NInterbarry _ _ 3 gal. Sad 3 _ Salix discolor _ Pussy Willow _ _ 2 gal. SalF 5 Salix inteara'Flamingo' Flamingo Japanese Willow 3 gal. RhcA 13 Rhododendron catawbiense'Album' White Flowering Catawba Rhododendron 3 gal RhcE 10 Rhododendron catawbiense'Enallah Roseum' English Rose Flowering Rhododendron 3cal. Rhpj - 7 Rhododendron'PJM' -__ PJM Rhododendron 5 gal. _ Thot _ 5 Thula occidentalls Techny' _- Techny Arborvitae 5 6 ft - 1'-V -PROTFCTt- 1303 SHEET NUMBER Laa 1 DATE: *,Michael Lawrence Associates Landscape Architects / Site Planning Consultants June 21, 2013 South Village Estimate of Plant Materials Project 1303 Scientific Name Size Quan $Unit Sub -Tot SHADE TREES Acer x freemanii `Celzam 2.5-3" 04 $687 2,061 Aesculaus hippocastanum `Baumanni 2-2.5" 01 625 625 Ginko biloba `Autumn Glory' 2-2.5" 01 687 687 Ginko biloba `Magyar' 2-2.5" 04 687 2,748 Ginko biloba `Princeton Sentry' 2-2.5" 02 687 1,374 Quercus bicolor 2-2.5" 08 540 4,320 Quercus imbricaria 2-2.5" 03 540 1,620 Quercus rubra 2-2.5" 04 540 2,160 Sophorajaponica 2-2.5" 02 600 600 Tilia euchlora 2-2.5" 02 610 1,220 Ulmus Americana `Princeton' 2-2.5" 02 610 1,220 FLOWERING & EVERGREEN TREES Amelanchier Canadensis 6-7' 14 385 5,390 Magnolia x loebneri `Leonard Messell' 5-6' 10 290 2,900 Magnolia stellata `Royal Star' 5-6' 01 300 300 Picea glauca 6-7' 12 417 5,004 Syringa meyeri `Paliban' 2-2.5" 04 540 2,160 Taxus cuspidate `Capitata 4-5' 03 285 855 SHRUBS Corpus alternifolia `Prairie Fire' 2 gal. 12 42 504 Corpus stonlonifera `Arctic Fire' 5 gal. 01 82 82 Euonymus fortuneii vegetus `Green Lane' 2 gal. 61 45 2,745 Hamamelis vernalis 5-6' 08 95 760 Hydrangea arborescens `Blue Billows' 3 gal. 10 67 670 Hydrangea arborescens `Invincible Spirit' 1.5 gal. 15 50 750 Hydrangea macrophylla `Endless Sum'r' 7 gal. 06 150 900 Ilex verticillata `Berry Heavy' 3 gal. 06 50 300 Ilex verticillata `Jim Dandy' 3 gal. 02 50 100 Ilex verticillata `Winter Red' 3 gal. 01 50 150 Salix discolor 2 gal. 03 42 126 Salix integra `Flamingo' 3 gal. 05 50 250 Rhododendron catawbiense `Album' 3 gal. 13 77 1,001 Rhododendron catawbiense `Eng. Roseum' 3 gal. 10 67 670 Rhododendron PJM 5 gal. 07 150 1,050 Thuja occidentalis `Technv' 5-6' 05 190 950 TOTAL 46,252 MEMBER Eight Linden Lane Essex Junction, Vermont, 05452 American Society PH/FAX 802-878-2778 C 802-578-9591 of Landscape Architects I mike@mclasla.com Miscellaneous Fill Application southburlin tou PLANNING & ZONING Permit # ►� I ' - /� -A (office tie only) CONDITIONAL USE / VARIANCE / MISCELLANEOUS FILL APPLICATION FOR THE DEVELOPMENT REVIEW BOARD All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the site plan will result in your application being rejected and a delay in the review before the Development Review Board. I understand the presentation procedures required by State Law (Section 4468 of the Planning & Development Act). Also that hearings are held twice a month. That a legal advertisement must appear a minimum of fifteen (15) days prior to the hearing. I agree to pay a hearing fee which is to off -set the cost of the hearing. Type of application (check one): ( ) Request for a conditional use ( ) Request for a variance (X) Other (Miscellaneous Fill) OWNER OF RECORD (Name as shown on deed, mailing address, phone and fax #): South Village Communities, LLC c/o SD Ireland Companies Ms. Robin Jeffers, Project Manager Williston, Vermont 05495 Ph 1-802-863-2946 Email: robin(a-)_SDIRELAND. COM 2. LOCATION OF LAST RECORDED DEED (Book and page #): Book 419 Page 454-455 3. APPLICANT (Name, mailing address, phone and fax #): South Village Communities, LLC c/o SD Ireland Companies Ms. Robin Jeffers, Project Manager Williston, Vermont 05495 Ph 1-802-863-2946 Email: robin(a-)_SDIRELAND. COM Miscellaneous Fill Application 4. CONTACT PERSON (person who will receive all correspondence from Staff. Include name, address, phone & fax #): David S. Marshall Civil Engineering Associates, 10 Mansfield View Lane, South Burlington, Vermont 05403 Ph 864-2323 x310 F 864-2271 Email: dmarshaii@cea-vt.com 5. PROJECT STREET ADDRESS: 1840 Spear Street (South Village) The addresses for the proposed buildings on Lot 50 are 74 (Bldg A), 110 (Bldg B), 144 (Bldg C) South Jefferson Ave 6. TAX PARCEL ID # (can be obtained at Assessor's Office): 1640-01840 (South Village) 7. PROJECT DESCRIPTION a. General project description: Placement of a small amount of fill on Lot 48 off of primary Lot 50 in support of tying in the parking lot grading. b. Existing Uses on Property (including description and size of each separate use): None c. Proposed Uses on property (include description and size of each new use and existing uses to remain): On Lot 48 the proposed uses are active and passive recreation as well as supporting a portion of the infrastructure requirements (electrical, light pole (consistent with Master Plan) . d. Total building square footage on property (proposed buildings and existing buildings to remain): 0 SF Existing and proposed. e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine): None. f. Number of residential units (if applicable, new units and existing units to remain): None g. Number of employees & company vehicles (existing and proposed, note office versus non - office employees): Not applicable. h. Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): Please see cover letter. 8. LOT COVERAGE (ALL information MUST be provided here, even if no change is proposed) a. Size of Parcel: Lot 48 - 187.8 Acres b. Building Coverage: 2 Miscellaneous Fill Application Existing: 0 square feet: 0 % Proposed: 0 square feet: 0 % c. Overall Coverage (building, parking, outside storage, etc): Existing: 0 square feet: 0 % Proposed: 600 square feet 0.007 % a. Size of Parcel: Proposed Lot 48 - 187.8 d. Front Yard Coverage(s) (commercial projects only): NA Existing: 0 square feet: 0.0 % Proposed: 0 square feet 0 % e. Total area to be disturbed during construction (sq. ft.) 0.2 Acres (Part of overall 1.7 Acres (Lot 50 and a small portion of Lot 48)* * Projects disturbing more than one-half acre of land must follow the City's specifications for erosion control in Article 16 of the Land Development Regulations. Projects disturbing more than one acre require a permit from the Vermont Department of Environmental Conservation. 9. COST ESTIMATES a. Building (including interior renovations): $0 b. Landscaping: $0 c. Other site improvements (please list with cost): Parking Lots and utilities $20,000. 10. ESTIMATED TRAFFIC a. Average daily traffic for entire property (in and out): 0 VPD b. A.M. Peak hour for entire property (in and out): O WE c. P.M. Peak hour for entire property (In and out): 0 VPH 11. PEAK HOURS OF OPERATION: NA I'll 9T-.V&K41&01,=1:7_rIEel .`A,12/_l 13. ESTIMATED PROJECT COMPLETION DATE: Summer, 2014 14. ABUTTERS (please list all abutting landowner. Include mailing address. Also include those across a street or right-of-way. You may use a separate sheet if necessary) Please see attached list. 3 Site Plan Application regular size copies, one reduced copy (11" x 17"), and one digital (PDF-format) copy of the site plan must be submitted A site plan application fee shall be paid to the City at the time of submitting the site plan application in accordance with the city's fee schedule. C � I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. 71_lhk_� SIGNA F APPLICANT SIiGNATURE 0140P'OPERTY OWNER Do not write below this line PRINT NAME DATE OF SUBMISSION: 6 REVIEW AUTHORITY: Development Review Board Administrative Officer have reviewed this site plan application and find it to be: Complete ❑ Incomplete 6, rector of Planning & Zoning or Designee 4 Ruth Trevithick Harold & Eleanor Bensen Janet Farina 1751 Spear Street 1303 Hayward Road 1807 Spear Street So. Burlington, VT 05403 Corinth, VT 05039 So. Burlington, VT 05403 Mary Pappas PO Box 5735 Burlington, VT 05402-5735 Stuart & Helen Hall Trust 1815 Spear Street So. Burlington, VT 05403 George & Shelley Vinal 1845 Spear Street So. Burlington, VT 05403 William Reed 1967 Spear Street So. Burlington, VT 05403 Alan & Diane Sylvester 1985 Spear Street So. Burlington, VT 05403 Harlan & John Sylvester (ref.2003 Spear St.) 51 South Street Burlington, VT 05401 Donald R. Cummings 1811 Spear Street So. Burlington, VT 05403 1827 Spear St. LLC ReL1827 Spear St. 410 Shelburne Rd. So. Burlington, VT 05403 Mark S. Westergard/Curt Moody 1855 Spear Street So. Burlington, VT 05403 Frank Costantino 1971 Spear Street So. Burlington, VT 05403 John & Amy Averill 3958 Spear Street Shelburne, VT 05482 Craig S. Bartlett, III 4047 Spear Street Shelburne, VT 05482 Carolyn E. Long Revocable Trust Long Littleton, Exempt Family 1720 Spear Street Trust So. Burlington, VT 05403 1720 Spear Street So. Burlington, VT 05403 Richard & Dawn Derridinger 1575 Dorset Street So. Burlington, VT 05403 P:\AutoCADD Pro j ects\2010\10146\City Permitting\S VABUTTERS- PERMITS; NOTIFICATIONS 7- 20-10-Spear St..doc William & Gail Lang 1675 Dorset Street So. Burlington, VT 05403 Ayse Floyd 1813 Spear Street So. Burlington, VT 05403 Patricia C. Calkins Trust 1835 Spear Street So. Burlington, VT 05403 Barbara P. Lande Trust 1865 Spear Street So. Burlington, VT 05403 Diane Sylvester 1985 Spear St. So. Burlington, VT 05403 Daniel Martin 4012 Spear Street Shelburne, VT 05482 Rodolphe & Denise Vallee 4043 Spear Street Shelburne, VT 05482 Lucien & Jane Demers Trust (ref.1505 Dorset St.) P.O. Box 359 Essex Jct, VT 05453 rlV!! t� Irll It�;tl� Ir r���Orl�\1'��, UNIC 10 Mansfield View Lane Phone: 802-864-2323 South Burlington, VT 05403 Fax: 802-864-2271 E-Mail: mail@cea-vt.com May 31, 2013 Ms. Cathyann LaRose, Assistant Planner City of South Burlington 575 Dorset Street South Burlington, Vermont 05403 Re: South Village PRD /V South Village Communities, LLC Miscellaneous Permit Applications for fill placement on Lot 50 Dear Ms. LaRose: Please find attached individual applications for the proposed placement of fill on Lot 59 South Village. This application includes a site plan of the proposed fill areas and grading and EPSC measures to be employed. These plans represent portions of the plan sheets submitted for the proposed Lot 50 condominium buildings and rely upon the same detail sheets and narratives in that application package (attached). If you should have any questions, please feel free to contact me at 864-2323 x310. Respectfully, J David S. Marshall, P.E. Project Engineer Attachments: Individual Permit Applications packages for Lot 50 with the following enclosures: Miscellaneous Permit Application $113 Application Fee List of Abutters Site Plans and Details cc: R. Jeffers (w/ enclosures, 11x17 plans) CEA File 13162.00 (w/ enclosure) P:AAutoCADD Projects\2013\131620-Permitting\I-Local Applications\3-Final\LaRose - Lot 50 Misc Permits Cover letter2.rtr r Site Plan Application rr O Km" sout'i,01rgoon PLANNING & ZONING Permit Number SP- - 3ill APPLICATION FOR SITE PLAN REVIEW All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the site plan will result in your application being rejected and a delay in the review before the Development Review Board., 1. OWNER OF RECORD (Name as shown on deed, mailing address, phone and fax #): South Village Communities, LLC c% SD Ireland Companies Ms. Robin Jeffers, Project Manager Williston, Vermont 05495 Ph 1-802-863-2946 Email: robin(c-)SDIRELAND. COM 2. LOCATION OF LAST RECORDED DEED (Book and page #): Book 419 Page 454-455 3. APPLICANT (Name, mailing address, phone and fax #): South Village Communities, LLC c/o SD Ireland Companies Ms. Robin Jeffers, Project Manager Williston, Vermont 05495 Ph 1-802-863-2946 Email: robin(a)SDIRELAND. COM 4. CONTACT PERSON (person who will receive all correspondence from Staff. Include name, address, phone & fax #): David S. Marshall Civil Engineering Associates, 10 Mansfield View Lane, South Burlington, Vermont 05403 Ph 864-2323 x310 F 864-2271 Email: dmarshall@cea-vt.com 5. PROJECT STREET ADDRESS: 1840 Spear Street (South Village) The addresses for the proposed buildings on Lot 50 are 74 (Bldg A) 110 (Bldg B) 144 (Bldg C) South Jefferson Ave 6. TAX PARCEL ID # (can be obtained at Assessor's Office): 1640-01840 (South Village) 1 Site Plan Application 7. PROJECT DESCRIPTION a. General project description: Construction of three (3) 12-unit condominium building and associated infrastructure on a 1.49 acre parcel. b. Existing Uses on Property (including description and size of each separate use): None c. Proposed Uses on property (include description and size of each new use and existing uses to remain): Three 12-unit residential townhouse type condominium buildings. d. Total building square footage on property (proposed buildings and existing buildings to remain): 0 SF Existing, three proposed buildings at 7053 SF each for a total of 21,159 SF. e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine): 2 Floors with subsurface basement. f. Number of residential units (if applicable, new units and existing units to remain): 36 new units g. Number of employees & company vehicles (existing and proposed, note office versus non - office employees): Not applicable. h. Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): Please see cover letter. 9. LOT COVERAGE (ALL information MUST be provided here, even if no change is proposed) a. Size of Parcel: Proposed Lot 50 - 1.49 Acres (69,904 SF) b. Building Coverage: Existing: 0 square feet: 0 % Proposed: 21,159 square feet 32.6 % c. Overall Coverage (building, parking, outside storage, etc): Existing: 0 square feet: 0 % Proposed: 48,545 square feet 74.8 % a. Size of Parcel: Proposed Lot 50 - 1.49 Acres (69,904 SF) d. Front Yard Coverage(s) (commercial projects only): NA 2 Site Plan Application Existing: 0 square feet: 0.0 % Proposed: 0 square feet 0 % e. Total area to be disturbed during construction (sq. ft.) 1.7 Acres (Lot 50 and a small portion of Lot 48)* * Projects disturbing more than one-half acre of land must follow the City's specifications for erosion control in Article 16 of the Land Development Regulations. Projects disturbing more than one acre require a permit from the Vermont Department of Environmental Conservation. 9. COST ESTIMATES a. Building (including interior renovations): 3 x $ 1,200,000 = $3,600,000 b. Landscaping: $ 43,500 c. Other site improvements (please list with cost): Parking Lots and utilities $250,000. 10. ESTIMATED TRAFFIC a. Average daily traffic for entire property (in and out): 324 VPD b. A.M. Peak hour for entire property (in and out): 24 VPH (weekday) As taken from South Village Traffic Study — ITE LUC 221 c. P.M. Peak hour for entire property (In and out): 27 VPH (weekday) 11. PEAK HOURS OF OPERATION: 8 to 9 Am and 5 to 6 PM 12. PEAK DAYS OF OPERATION: Monday through Friday 13. ESTIMATED PROJECT COMPLETION DATE: Summer, 2014 14. ABUTTERS (please list all abutting landowner. Include mailing address. Also include those across a street or right-of-way. You may use a separate sheet if necessary) Please see attached list 3 Site Plan Application regular size copies, one reduced copy (11" x 17"), and one digital (PDF-format) copy of the site plan must be submitted A site plan application fee shall be paid to the City at the time oA Q ia submitting the site plan application in accordance with the city's fee schedule. f I hereby certify that all the information requested as part of this application has been submi and is accurate to the best of my knowledge. . M4 4e. SIGNA F APPLICANT rn SfGNATURE O PERTY OWNER PRINT NAME Do not write below this line DATE OF SUBMISSION: REVIEW AUTHORITY: 'Jt-,Development Review Board ❑ Administrative Officer I have reviewed this site plan application and find it to be: Complete L] Incomplete irector of Planning & Zoning or Designee ate Ruth Trevithick Harold & Eleanor Bensen Janet Farina 1751 Spear Street 1303 Hayward Road 1807 Spear Street So. Burlington, VT 05403 Corinth, VT 05039 So. Burlington, VT 05403 Mary Pappas PO Box 5735 Burlington, VT 05402-5735 Stuart & Helen Hall Trust 1815 Spear Street So. Burlington, VT 05403 George & Shelley Vinal 1845 Spear Street So. Burlington, VT 05403 William Reed 1967 Spear Street So. Burlington, VT 05403 Alan & Diane Sylvester 1985 Spear Street So. Burlington, VT 05403 Harlan & John Sylvester (reL2003 Spear St.) 51 South Street Burlington, VT 05401 Donald R. Cummings 1811 Spear Street So. Burlington, VT 05403 1827 Spear St. LLC Ref.1827 Spear St. 410 Shelburne Rd. So. Burlington, VT 05403 Mark S. Westergard/Curt Moody 1855 Spear Street So. Burlington, VT 05403 Frank Costantino 1971 Spear Street So. Burlington, VT 05403 John & Amy Averill 3958 Spear Street Shelburne, VT 05482 Craig S. Bartlett, III 4047 Spear Street Shelburne, VT 05482 Carolyn E. Long Revocable Trust Long Littleton, Exempt Family 1720 Spear Street Trust So. Burlington, VT 05403 1720 Spear Street So. Burlington, VT 05403 Richard & Dawn Derridinger 1575 Dorset Street So. Burlington, VT 05403 P:\AutoCADD Projects\2010\10146\City Permitting\S VABUTTERS- PERMITS; NOTIFICATIONS 7- 20-1.0-Spear St..doc William & Gail Lang 1675 Dorset Street So. Burlington, VT 05403 Ayse Floyd 1813 Spear Street So. Burlington, VT 05403 Patricia C. Calkins Trust 1835 Spear Street So. Burlington, VT 05403 Barbara P. Lande Trust 1865 Spear Street So. Burlington, VT 05403 Diane Sylvester 1985 Spear St. So. Burlington, VT 05403 Daniel Martin 4012 Spear Street Shelburne, VT 05482 Rodolphe & Denise Vallee 4043 Spear Street Shelburne, VT 05482 Lucien & Jane Demers Trust (ref.1505 Dorset St.) P.O. Box 359 Essex Jct, VT 05453 Vr� t, _tom /ETC; VELCO's (Vermont Electric Power Company) Electric Transmission Right -of -Way Usage Policy This document sets forth VELCO's general policy regarding landowner requests to use rights -of -way. This policy serves as a useful guideline for resolving landowner requests to use VELCO rights -of -way. Each landowner request to use VECLO rights -of -way will be granted or denied by VELCO in its sole discretion, on a case -by -case basis. Any right-of-way use approved or allowed by VELCO may be revoked by VELCO at any time. Any right-of- way use approved or allowed by VELCO may include conditions or terms that, in VELCO's opinion, are necessary to protect VELCO's interests in the right-of-way. The Right -of -Way Usage Policy may be amended, in VELCO's discretion, from time to time. One of VELCO's primary objectives is to provide safe, reliable, and economical electrical service to all customers. Maintaining reliability of electrical service requires unobstructed, continuous, all weather access for constructing, operating, and maintaining power lines, facilities, and hundreds of miles of transmission rights -of -way. These must be kept free from hazards and interfering encroachments. Accordingly, VELCO exercises its rights acquired by easements over private properties, allowing VELCO to control and restrict certain uses of rights -of -way. Many conditional landowner use requests of VELCO's rights -of -way interfere with this objective and/or increase the company's cost of service. For those reasons, VELCO does not routinely grant joint right-of-way use and will only consider those uses where the requirements of the following guidelines are fully met. The guidelines have been developed to provide an overview of the joint uses of VELCO transmission rights -of -way that will be considered. The first step in all related planning for any proposed use of VELCO transmission rights -of -way for any purpose is to contact the appropriate VELCO representative to discuss preliminary plans prior to a formal design and submittal that is detailed below. Request for Landowner Conditional Right -of -Way Use Approval: A properly submitted proposal will be reviewed and considered for conditional approval if the request, in VELCO's sole opinion, does not interfere with the operating needs of VELCO (including regulatory requirements) or compromise public safety. A complete request for Landowner Conditional Right -of -Way Use Approval shall be submitted in writing (along with all required documentation) to: Director of Planning, Operations, & Engineering Vermont Electric Power Company, Inc. 366 Pinnacle Ridge Road Rutland, VT 05701 A submittal should include a letter of request and an engineered plot plan and elevation drawn to scale and stamped by a Vermont Registered Land Surveyor. Profile sections should have an exaggerated vertical scale ten times that of the horizontal scale, for example V: 1" =10' & H: 1" =100'. The plan must show all pertinent dimensions referenced to the right-of-way bounds and numbered structures within. Grounding and other design 3/11/08 Pagel VELCO's (Vermont Electric Power Company) Electric Transmission Right -of -Way Usage Policy plans, where needed, are also to be prepared and stamped by a Vermont Professional Engineer. When a proposed utilization requires a permit or license, to be granted by others than VELCO, a list of approved and pending permits shall be included in the submittal package, except for the storm water permits. A complete copy of the storm water permit (or pending application) is required, since it may involve grading within VELCO's right-of- way. Proposals that include driveways or parking areas near VELCO structures may require protective barriers to prevent vehicular contact with towers and other utility equipment. Parking within or adjacent to the right-of-way may induce an electric charge on the vehicle. Induced charges may also be imposed on objects such as fences, signs, or any other conductive object. An engineering firm should be consulted to provide a proper grounding system to prevent induced shock. Construction vehicles operating near transmission lines should also be properly grounded. General Restrictions and Conditions for Riaht-of-Wav Use: General restrictions and conditions applicable to right-of-way use include: 1) Safety, not only for VELCO workers, but also for the public, is of paramount concern to VELCO, therefore: a) Any approval given for the utilization of rights -of -way is with the understanding that any unsafe activity or condition observed that is associated with such utilization will be cause for VELCO to order immediate correction to meet VELCO's satisfaction. b) Construction equipment operators must remain constantly aware of the hazards associated with working under or near high voltage electric lines. c) Stockpiling of loam, gravel, stumps, rubble, snow, or any other material whatsoever, under or close to the electric lines, structures, and access roads is prohibited. d) Burning of any material within the right-of-way is prohibited. 2) Structures, above and below ground, including, but not limited to dwellings, decks, barns, storage buildings, foundations, swimming pools, landscaping berms, towers, flag poles, and storage tanks are not permitted in VELCO rights -of -ways. a) Lighting structures within the right-of-way may not exceed 14 feet in height, and must have a grounded power source and a grounded exterior, if applicable. b) Flammable, hazardous, and explosive materials are not allowed within the right-of-way limits, regardless of the type of vessel used for containment. 3) Mobile homes and recreational type trailers are not allowed in the rights -of -way. 4) Fences may be approved subject to the following conditions: a) They shall not exceed 6 feet in height. b) They shall not be attached or closer than 20 feet to electric line poles or towers. c) All metal fences must be grounded. Grounding shall be in accordance with all applicable rules and requirements contained in Section 9 of the National Electrical Safety Code. 5) Vehicle parking may be approved subject to the following conditions: a) Parking is restricted to no closer than 20 feet from any pole or tower. b) No signs will be installed within the right-of-way, and any attachments to VELCO structures are prohibited. c) Safe clearance from electric lines, as determined by VELCO, must be maintained. d) Access roads, or any access areas, entrances, or exits should be aligned (where feasible) at right angles to the centerline of the right-of-way and shall not pass within 20 feet of any pole or tower or structure. 3/11/08 Page 2 VELCO's (Vermont Electric Power Company) Electric Transmission Right -of -Way Usage Policy e) Paving of parking areas is subject to review and approval by VELCO. f) To protect a pole or tower, a barrier, sufficient to withstand a 15 mph vehicular impact shall be erected by the party constructing the parking area. The barrier(s) shall be located in such a manner as to restrict parking to at least 20 feet from the structure. 6) Grading, filling or gravel excavation is generally prohibited. Approval may be given subject to the following conditions (in addition to the general provisions above): a) A plan must be submitted for review that describes in detail the intended activity. The existing and final profile of the right-of-way must be included on the plan(s). b) The intended activity cannot impede VELCO's established travel routes or access to lines and structures. c) Any modifications to VELCO lines and structures that may be necessitated by unsafe clearances between the overhead lines and the finished grade — resulting from grade changes — will be paid for by the party encroaching or requesting utilization of the right-of-way. VELCO is responsible for determining what the minimum clearance will be, in accordance with the appropriate governing bodies. d) Grading is prohibited within 30 feet of any pole, tower leg, or guy wire. e) Grading shall not result in slopes exceeding 3:1 (three units horizontal to one unit vertical) on the right-of- way. f) VELCO and other appropriate groups (i.e. Dig Safe) must be appropriately notified prior to the commencement of any activity that disturbs the existing grades in the right-of-way. 7) Roads, streets, walkways and driveways may be approved subject to the following conditions: a) They shall not parallel the centerline of the right-of-way b) The conditions previously mentioned in reference to grading and excavating in Part 6 above are applicable here. c) Ramps for crossing purposes may be installed where roads will cross the existing right-of-way. d) Paving is subject to review and approval by VELCO. 8) Buried counterpoise wires associated with the electric line(s) must remain continuous. VELCO will advise the applicant of any buried counterpoise in the vicinity of an approved joint -use area. If a wire is inadvertently exposed, severed or otherwise damaged, VELCO must be notified. The party will provide trenching if required and VELCO will repair and reconnect the counterpoise wire. 9) The utilization of rights -of -way for subsurface items such as septic systems, drainage systems, or utilities conduits requires specific approval. Approval may be given subject to the following conditions: a) A detailed plan prepared and signed by an individual possessing a Vermont ANR (Agency of Natural Resources) "Designer License" (or by a Vermont Profession Engineer with appropriate endorsement) must be submitted for review. The location and route of all system appurtenances must be dimensioned on the plan and referenced to VELCO's numbered structures and right-of-way bounds. Systems must be adequately delineated to prevent inadvertent damage by heavy equipment. b) The creation of new wells is not permitted within rights -of -ways. c) Marking tape must be installed within six inches of finished grade for all buried piping and conduit. d) Drainage systems that have the potential to allow water to pond or cause erosion of right-of-way will not be approved. e) Underground utilities conduit and piping may be allowed to run parallel to the center line if buried within the first 10 feet from the edge of the right-of-way. f) Underground installations in the right-of-way will not be permitted when deemed, in VELCO's sole opinion, to be hazardous to VELCO facilities or to have the potential to interfere with maintenance and construction operations. g) The practice of burying tree stumps in rights -of -way is a hazard, and is not permitted. 3/11/08 Page 3 VELCO's (Vermont Electric Power Company) Electric Transmission Right -of -Way Usage Policy 10) Vegetation growth in rights -of -way is restricted and controlled by VELCO. Periodic maintenance is performed to remove uncontrolled brush and trees in the rights -of -way that have the potential to interfere with or damage lines. The following vegetation restrictions apply on rights -of -way: a) If there is a landscaping planned for the area within the right-of-way, a landscaping plan shall be submitted for VELCO approval. Elevation changes and mature species heights should be clearly indicated. b) Trees and other vegetation may be allowed, but are restricted to low growing species that do not mature at heights greater than 12 feet. c) Agriculture activities, such as plowing, are not allowed underneath or within 10 feet of individual transmission structure components, to prevent damage to grounding equipment (i.e. counterpoise or ground rods) installed in the right-of-way. (Generally, this restriction does not apply to areas underneath transmission lines.) The preceding restrictions are based upon safety and VELCO's immediate and future needs. These restrictions should answer the most often asked questions but are not intended to cover every possible situation. Any request for use of rights -of -way not specifically mentioned here will be processed on an individual basis with these considerations in mind. Any approval by VELCO is given with the understanding that our easement rights are in no way diminished nor does the company assume any liability. The landowner is solely responsible for complying with all applicable federal, state, and local laws, regulations, (and obtaining any necessary permits and approvals) including, but not limited to, local zoning requirements, Act 250 requirements, Army Corps of Engineers regulations, and the Vermont Agency of Natural Resources regulations. All Landowner Conditional Right -of -Way Use Approvals are conditioned on the landowner holding VELCO harmless from and defending VELCO against all claims for injury or property damage arising from the landowners' use of the right of way. Furthermore, it is specifically understood that, in the event that VELCO, in its sole opinion, determines that a violation of any condition or term set forth herein or in an conditional right of way use approval has occurred or is likely to occur, or, due to the activity in its rights -of -way, an unsafe or unauthorized activity is taking place, VELCO shall have the right, without notice to the landowner, to take any and all action, at the landowner's expense, as is deemed necessary by VELCO. 3/11/08 Page 4 c5OUthy � Ray Belair Zoning Administrator Planning & Zoning Dept City of South Burlington, VT Dear Ray, We would like to formally withdraw our application for a DRB Final Plat Review for South Village referenced below. The review has become unnecessary for us at this time. We thawe CITY OF SOUTH BURLINGTON CERTIFICATE OF SERVICE hereby certify that on the 19th day of January, 2012. a copy of the foregoing public notice for South Villages, SD-12-03 DRB Hearing, South Village's Lots 58 & 61 Final Plat Revie-*I'-# was posted on the property, notice was sent by email, & then U.S. mail. postage prepaid to the owners of all properties adjoining the subject property to development, without regard to any public right-of-way, and including the description of the property and accompanying information provided by the City of South Burlington. I further certify that this notification was provided to the following parties in accordance with 24 V.S.A. §4464(a) and Section 17.06(B) of the South Burlington Land Development Regulations: List of recipients: (full names and addresses) Steven M. and Meagan E. Roy 344 South .Jefferson Road S. Burlington. VT 05403 We thank you for all your time and assistance with regard to the above. Respectfully Submitted, Robin effers South Village Communities, LLC c/o Spear & Allen LLC P.O. Box 2286, S. Burlington, VT 05407 Tel: 802-658-0202, Fax: 802-658-6869 CITY OF SOUTH BURLINGTON CERTIFICATE OF SERVICE I hereby certify that on the 19th day of January, 2012. a copy of the foregoing public notice for South Villages, SD-12-03 DRB Hearing, South Village's Lots 58 & 61 Final Plat Review-# was posted on the property, notice was sent by email, & then U.S. mail, postage prepaid to the owners of all properties adjoining the subject property to development, without regard to any public right-of-way, and including the description of the property and accompanying information provided by the City of South Burlington. I further certify that this notification was provided to the following parties in accordance with 24 V.S.A. §4464(a) and Section 17.06(B) of the South Burlington Land Development Regulations: List of recipients: (full names and addresses) Steven M. and Meagan E. Roy 344 South Jefferson Road S. Burlington, VT 05403 Dated at S. Burlington, [town/cityj, Vermont. this 6th day of February, 2012. Printed Name: Robin Jeffers Phone number and email: robin di land.com a 802.316.6004 Signature: _ ` I Date: Januarti- 6,2012 t Remit to: City of South Burlington Det,artiuent of Planning & Zoning, 575 Dorset Street South Burlington. VT 05403 South 13141-tinglon Sample Cenijirale gl'Srrrice Forat. Rev. 1-2012 11 southburlington PLANNING & ZONING MEMORANDUM TO: South Burlington Development Review Board FROM: Cathyann LaRose, AICP RE: Agenda Item #4, SD-12-03, outh Village Properties DATE: February 2, 2012 South Village Communities, LLC, hereafter referred to as the applicant, is seeking final plat approval to amend a previously approved planned unit development of Phase I consisting of 156 residential units and a 100 student educational facility, of a 334 unit residential project. The amendment consists of seeking a waiver of the building design on lots # 58 & 61 from Section 9.08 (C) (4), Placement of Garages, of the So. Burlington Land Development Regulations, So. Jefferson Road. Staff has reviewed the application and sketches submitted by the applicant. The subject lots are flag lots which are set back from the road. The projected house design includes a garage to the front, but which is side -loaded and which does not block the front door or porch area. Rather than waive the criteria completely, as doing so would inadvertently allow a front -loaded garage directly in front of the home, Staff recommends that the Board approve the request with the following condition: For Lots 58 and 61, garages may be placed to the front of the building provided they are not front -loaded, garage doors are not visible from the street, and doorways and porches are not obstructed. This condition will still permit the building types projected for these two lots. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com 7 ii 0 n c* m C=) < m WILDS/WEST ELEVATIONS c5outh\Magc Ph- 302-861-750D CONSTRUCTION, INC. I B.'sh.sm' V-..t �Ia�SETBACK �. II , I � III I 1 1 I 1 1 1 I U I I jI "II I Ix SETBACK / J 1 — \ / S N O O N / O OG) N / N Um> Ui D O ao x N / A / 0000 I / IN Q0 i m _ o Cris! EI i GiNE_Rihi SOUTH VILLAGE Project No. 10 MANSFIELD VIEW LANE, SOUTH BURLINGTON, VT 05403 LOT 58 — 334 S. JEFFERSON RD. 01243 802-864-2323 FAX 802-864-2271 web.' www.cea,,t.com � Sheet Scale: 1" = 30' Drawn by ACL BUILDING LAYOUT PLAN Date NOV. 2011 Checked by DSM SOUTH BURLINGTON VT. ------------ \ 20' ACCESS EASEMENT SERVING MASTER HOMEOWNERS ASSOCIATION Exisr'-, W O i",�•' soe'sr++•w ,I DRAINAGE EASEMENT NOTE ` I O Iwi.lg: I(II WII' s+ODY•WI BATES STORMWATER MAINTENANOCE 187.81 ACRES roNOTM1:NINDIC IEASEMENT (TYPICALLY 20' WIDE) CENTRED RTH `C II I GRID NO SUSURFACE DRAINAGE COMPONENTS vec�RD.. sn`+aoPoevnas 53 o.z2 Ac ,IERAINAa sl„ sl'a n 1 , EASEMENT o.za�ACRES s ^ I (n (SEE NOR n xt l 0.18 AC. sos,a'orw I Lt6_i_J 8 o ., ss..w wae3«w y�m'..w-4 �I II Lsrna' L - rN065]'{4•E S 095J'aa' W S__S _W 1,. a, x80a'- H W'-1 4063]'a{•W 492.'x0�j' JJ• W S xr.a AO O / /f�N 1J.55 - ,-a+.,J' - -I I- I I Ir - B&08' - -1 r - Saa' - -I I-J9.J+.� ' 3'IJ• W YD </ /- q'� Y' w 51 I I II I I I I ).es• 187.8i ACRES O� `�/ TO BE TCONVEYED/TOEM TY R/ 0.21 ACRES W O I I O W 56 O ml W R O :I I O sh 9^ Ig 8 s 62 (n cr '/./ O.eO ACRESr; O.la AC. Rr� 0.18 AC. $g 0.17 AC. $Ig' I8 0.20 ACRES gIg 0.17 AC. I8 i21g I Ly 1 .1 81^ 52 A (n �$ (1) R' (1) a (1) f �'I- (1) 1 (1) 1 - N-0.18 ACRES � do / STORMWATER EASEMENT i I II NaaSYaC[ I I (1) 61_ 0.20 ACRES 1 1 NoaST{a E - _ _ - - - J I_ - - -J _ �' o /'Q/ / 11 (/ TO BE CONVEYED TO CITY i b0 Nza'JS'JO•E A'Ia',,j'J0� J i (,) +a.0e' L - - J L - _ _ l_. NfR53'N'E N083)•a{•C �! 1 NOeSJ.. E Na653'a� B..I' • J 1 L' No,roa'a0'E a{.,5• ,0 co, BB.OB' RYep.W xxe.57' E NOR -0lOP M1a sa as' DRNNAGE EASEMENT DRAGE Sae' ' 1 SITE ENGINEER: 1 v I � A 0 z1 A 1-; CIVIL ENGINEERING A..OQATES, INC, ° xr CIA O DNA- sl?t ACL - �1 --aac DSM 1 APPRovso TRC OWNER: .�a. I rl / R_2 0.00 )J. (SCE NOTE 0 ESE EN R_xa0.00 R 29° 00 V - I / / EFFE ONXNAGE EASEMENT SOUTH JEFFERSON ROAD(SEE aR ,) _ `d N,e�., - / _ p III NOR 1) L.R az xs.,o w // - MULTI -FAMILY DEVELOPMENT SOUTH VILLAGE W-a.g NO i,eo�E �z� _ w �Q STORMWATER \ 9a,Po+L,o7 AQ O Noa sJ.rE za ls' xaa i9rE 9i7c r <.>r .��/� �$ ' i POND 5 \ /�� CITYH OF SOUTH BURUNGTON 1 Tz,a E - _T1. v .ar ��',,a.�O? N_ COMMUNITIES LLC. 1 p,� Na95x'u E � / � D.R.B. S TE PLAN APPROVALT1 I i N \,_A9SON ao2z ��� :Bsr P"'.2-� Ofl-GE STORM WATER \ R-xxo.ao �'l (1) yS n ...JJJJ +b? `Y EASEMO+rOla O '0('$,�1'. \ \ e. . '^ 1 COMMON $0 �Twa.>OF 9O _ JNoem'arE - _L. (SEE NOR I) /- POND 4 1 .awl AC �,. 14 r1.R ..$�_ lea.zl.1ie.Jp' I I ( I 0.28 ACRES ^I I� qp 1. �sJLYaO- W •"1:, `ml�0 I 0017 \ \ ao2`2 5';)•T xxr a�„' 1 �I I THIS PLAT DEPICTS THE PROPOSED SUBDIVISION OF _ ,G.00- o D.32 ACRES m 15 I (2) I AC N Vs o. sxa,A•xY S aa.,,. TEMPORARY EASEMENT SERVING 1� r _ r $,F (.�) Z - T 11. - x9Ax' O I L - - - -- •- ` A PORTION OF THE SUBJECT PROPERTY BASED UPON HOMEOWNERS ASSOCIATION. :. Q g U) 0.131OB �..*mR I 0.47 ACRES I,._ J �- -�'aRtl s127922- 1 OUR SURVEY OF THE ENTIRE PROPERTY. -SOa�+=++•w- pT w SEFF R�•a00 N,x�a'x -- \\ REFERENCE SHALL BE MADE TO OUR PLAT TITLED: EASEMENT AND CUL-DE-SAC TO W ILI �. - - no.ao - 8 m CC11/d1 E soe ox•w soeroe'Oz•ER s..]r >`t _ _ .- BE TERMINATED UPON EXTENSION ? '�ggl AC. __ z 1 W �- - t+o.Oo- [�['g :r (t) ^ sse€.§3 a� -__-- 91�B, _ _ ,1_0o S 1L�L�0.ar IV RO --uw„• 'OOWNINGCALKNVS REVOCABLE TRUST -SOUTH w Ap \ \ WLLAOE•I'LATOF SURVEY', GATED MARCH 23, Z005'�y L N ri �'C - -' a iq o- ^ O.ld � /��)\RECORDED IN THE SOUTH BURUNGTON LAND OF THE ROADWAY. wr 01'27A O' RECORDS. O (n o.1s a,yo w" o 14 Qoo I \ \ ' _ N"-10 "�' ACRES 7 0.19 ACRES (1) 42 . o OFI I O I I/ \ \ TO THE BEST OF MY KNOWLEDGE fl BELIEF THIS PLAT 0.32 ACFiPS ,Q' (n S i + I - J I Sr i^ I g1AWAGE \ PROPERLY DEPICTS A PROPOSED SUBDIVISION OF SIm xI [" .33-No9'xa'S,'E- I• I- USEMtwx / \ \ LANDSURVEYEDBOUND RIES SHOWN SUPERVISION. (3) xm is 27 o.1e AC. 0.13 I'E' � . , 'dO� „\.,. .5,,'o mS'. - _ - Ip jfi O�• , f f (-- - - - t2+'°' - - - -= AC. g 0.2E ACRES ImII2 O I (SEE NOR I) I , 1 OUR RNA PSIS OF BOUNDARIES SHOWN ARE BASED UPON J 1 E� x (t) u 47 1 OUR ANALYSIS D RECORD fl PHYSICAL EVIDENCE J W W W , N A_ t: 1y0?'E + I (t) 1 (2) + B I I RECOVERED AND ARE IN SUBSTANTIAL I Q •sl O W r Z \: 0.34 ACRES o �iml _ J W Y a l (t) O I I/ CONFORMANCE WITH THE RECORD. THIS PLAT IS IN m ,rJB E L e • . FUTURE SCHOOL SITE SUBJECT 1 � � 'E� xa „8 I s°e 'o 'w-L 4oebe'o -wl L- - w�p'+yLw- -� (;Q�MON 1� I SUBSTANTIALCOMPLIANCEONLY W WITH 27 ENACCVSA,40J.THIS TO CITY OF SOUTH BSI SITE S TON D.R.B. ( (� I 0.31 ACRES mIF �(� (3) z tom x 'r R 0.20 ACRES I R -,T.ao - -i (-''e'°• r G.33 Ac. I I I ' I ORIGINAL SIGNATURE fl SE ( OVP). "IrO BV My SITE PLAN APPROVAL. (3) 1 m 1wL �.. SEMENr so°z6°' - ?c-._soem•ox•w- -.J I l - ,a- Ce!T (SEE NOR t) y0p xe 0�'E W35 �,x� +++ I I I STATEMENT VALIDO -�pGG+ -- -� s I' 1 - 50z Y e S 1 T T 019' _ S r_ W Of b f O _1V I/ TIMOTHY R. COWAN ONLY C� ��v/ I $ = WHEN ACCOMPA J „aoo SLPD F_ (n / AL AB _ ,r3�' .. g'€ O ? o o.t3 Is I' RILE O II to L_ �,YJ�•E°0 ORAwAOE EAsauaxr� "`'0}•�wo°" -'i 1...,, 26' AC. �$IF I$ (2) 32 SIB 41 AC.I I 0.30 ACRES -r� I Il PROJECT TITLE: I O I 1 4Y ACRES I 1 W E� . I R14I m 0.18 AC. U) (3) m A sLE NOR ;) y� o E _ (2)"gc (n Z D.23 ACRES a' I / SOUTH VILLAGE DRAINAGE E IMENr sez7a'a{•E I (1) I 1 Im o " W1 22 ( r" -� L---� �._.� - --� 318 ��, 3e'E - gtap9 (2) W.. Elm 1 1 016 ; �.:. Q „oa Naeroa'ox•E-Maeve•mt jIvS3 ,lN. %t\'� 8 0.2E ACRES \ 'n 25 AC ,. ol• +s.o,' zn.w liso,- al.l°' 2 l� 2wl Il R-205.00 50x,T 11 E (t) 0.13 8 g,R x O N I i i ti SPEAR STREET AND O O ® ) E o - a "° , °'EFROST STREET �I� p R `, / w/\�G• . s1 , E-;\a D.z6 ACRES 20 °�000" " 1 " "„ (n B Q , \ �/ W ALLEN ROAD 5.0E ACRES U �Eo".3a .$ 1 1 r 11 'i� 0.1E y{ ,) soabe•°z• soeva°zw soeroe'�•w soeoe' .n'z'w Oy 1 �/" / 1 Q (1) 8 9 sa� �_ " COMMON T 24 - ,1� -' F - - r' :e.o#II r - - / I LL y SOUTH BURLINGTON, VT 1y / / 1 J �1 o.lz t, , ,°Bo :0.23 AC. }R1b R ���9•aaE- , , ;I (2) w ' (i) I I ,J'/01- wy1N O F\h " "),o.oa' (n lv O SFa w (1) w a 0 / /J� O 6 1j1� l�� 1*8 r mI �1 O 3 o gl's 3I$ 40$ O / I �01,(` It L_ '$ o.zB ACRES 0.1E z i o.z3 ACRES f a• `I 2 I / 1 s3,rorxa•w ,g7A 0.2E ACRES 1= � (U aE Joo' / / Q 0.z8 ACRES 2 b.) 0.12 AC. T \'l 2 (2) g g : 0.19 ACRES 9 0.30 ACRES / 1 4p so,sz� - _ (2) 1 - - - - - J L_ _ _ . J L '22 _ . _ . j Sax74'aJ•E I O. is I (3) E- ^ LL CC>�I�AD('( 0 1, ,Fww- ,� I _\ s' N0e,3•WE lwe,a'w'c - r -- naor--, ACRES ((/ R'fq/ C�W o I 1 34r aea \ ,aca• ) l m - o "wE YVw Oi:�l1 ►�(�^ / NmTN'xet .P� (1)0.12 AC. 7O �• - Hoo os'E o.,o' °e.. w_. J .� 8/n (vim' "r/_ 1, _ - „O .ae �.. O (1 w F sae w , i-ann•-1 r �Ts.ax - �„ ]'• 1 --- sl- - gTREET S / W oo•a•o�'E za,r Rsse.aO -. _. -. ' 1 soa,n7 w �I o.w ACRES I 37 I / I /•, J Noa,3'so'E Nm,sso•E O 1B7.Bt ACRES 1/ as s R w 9a'. - -i - - - L-0o+. - -- - - -- L- -Noane•Tx-E - - O � (3*9 O Nip>°sa• / �/� LP ' L=al as Ne'Au�ir ) n-ii oO • _ -- zw.» 1K�-- z. I (1) �Iw I j r - _ •.m I o.16 ACEes �15 0.13 hs a gg / I I i,wF -... R.aza.00 - - - O 8 O I �g I le .c d 0.90. ACRES / 1 R_,aJOa shy 5 sF : o (n m(3) / I 11 "ems (1i ' ' I DRAINAGE EASEMENT 1 Ne9b, >" bx 3x' NOero, 20'E •ax' \ ` ss' ';W NJIOI H o r ,e s)• - r - _ (- 4 I 0.22 ACRES m 0.18 ACRES I �yy'- (SEE NOR 1) Il. 1.08 ACRES �- --- - J �.- _._.J t-._. J1'L.-. N'-._._.J L-a.9x E d_ 20' EASEMENT RECREATION PATH / R-Sxe.00 1 1+a.Ot ,I.00' a9.0,' xa.o' Br Il 1 EASENEN7 TO CITY NOBroI'xDi I I Naral OS E I � - NO,']S'_ E - � ° a � I ,1.8+' W W I 0 'a� I _ N _ _ 02 E NOeroB Ox"E aeroe0x n w - - I1w00' , °99e OaroB •E R . // !J1 / 1 2 s rg O ql- O 6 \'-16.6a' DRNNAGE EASD ENT N R J I LOCATION MAP / O m I CHIPMAN STREET r� I / 0.20 ACRES • 'IF ) _ -.- wazrzT•w-soe•Isw•w.J \ '.-"•a9.ao (s¢ NOR ,) so1,�5o�y;w� I ....�.. - 3000 0.32 ACRES y, I 0.21 ACRES I - - swsa' a.,o' > Nea '02'E roaroz'E NaB,1B'oft N0aVW02'E NoevB'ox'E I flA o / / "�1 I (n _ O ) (D aYOSw � (1) sE.ea' N n. 0 +.ro' I I Laz ACRES - _ "- _ -s.n. I 5A r - - , r - -.� r. r - _ _ ) r_ - -.- _,, 1 11 DAn ac REVISION tit (',T} I "aka--soerorm'wJ I-soebl' -I Iwsz'-500 a+os wl MULTI -FAMILY DEVELOPMENT I I: ; I I 11 xT'w s,AY I 0.47 ACRES r I 5E 1 I I$Ig 1 :-za-Da TRc q,ATIIND Ears 2 / eTae• �.m Wcl' O„• RIGHTS DEFERRED PENDING •IR RI-- O Rig O ','tl$ O , 1'g O ).1 O (' ` I I _ CITY OF SOUTH BURLINGTON ° K 0 19 �,7 I I 1-11-De DSM REYD BULgNG rRDNi SiteAENS TD ID' O i I ' ---`\ - D.R.B. SITE PLAN APPROVAL CI_ ml� 0.17 AC. C'19 0.17 AC. PIS 0.17 AC. =1 n3. 0.24 ACR49 I.w i I I m I €' l\ I �l N F 1-a-De DSM REYD PROPERTY IVIES AND F. nSHER LANE I (1) I I (1) I I (i) I (1) I \ I Chftoxd 9-m DSM REVD euLtexc 90F a aEAR gTaAacs To s V Sg '. STORM WATER EASEMENT I I I_ � I (1) - \ 0 BE CONVEYED TO CITtl (Shelburne) W� I I - , ` - _ ,a zz' - - J I L -n ar- J1L-,Eao'� jL-,t.oD'-J1L-,Eoo•- J I L, - nxsa•- / -xs-D7 DSM REVD LOT LAYOUT A BUROIND ENVELOPE I1L1�p. ( i1Y - I , ` ` SOeVa °x'W 90a0a0x '�R S0e1)abx^M s0alte'OxrW SOeba�Ox Nl� TS°eOB'0~T w I _ _ REVISED DRNNACE E ac \ + I " _ STORMWATER EASEMEN I _ _ / " I 1 I-s-O)T DSM REVISED atRNAGE EASEMENT O oR { ( -TO BE CONVEYED TO CI� - / \\ I / aRom - _ - - _ _ STORMWATER EASEMENT � �m \\ I ll -IA_06 DSM MSEO Loi uYgli O _. i I '_ 11 I� DRAINAGE REC PATH EASEMENT EA M TO BE CONVEYED TO CITY g ` �\ I (WITHIN STORMWR.O.W.)ATER I TO BE -30-06CENSE ANDOU DSM REVSED LOT LAYOUT LLl ENT T S ORMWATER VILLAGE COMMUNITIES \ / /1 CONVEYED TO SOUTH POND 2 I 1 � ��` ORMWATER � 20' MAINTENANCE _____ _ t T PHASE ry w STOR POND 3 11 IRREVOCABLE OFFER OF 0.a73 �� `'' 1' SIm POND 1 // EASEMENT TO BE 0_ DEDICATION - 14' x 200' '��` LO_RECREATION PATH EASEMENT TO CITY -- ------------- �� R� //1 COOFV SHEDLBUR 0 PLAT IE'I 'XF _ R.O.W. EXPANSION-- _ _-- __ _ _- --__---_------_- ��_I �- - TOWN -.NE- SUBDIVISION _ hh ____ __________________ 22 EI _ _-_ ----- - -- -_ -- -_-_ -_`\ ON PA1H 2O EASDAENT- NIDE DRAINAGE I 1 - - 1 20' WIDE DRAINAGE EASEMENT TO CITY RECREAR y EA MEN1 TO Gtt_ aaa _ _ d° - - - -a - �4i----�'---�"® - NorNo za Ec - raz oaE 5�7 a3roax C c �1Sli'�pp�( 11 _. .._w __ _________ ----- C_------------- m Z--_--_---- _-_-_-_-- ___-______________-_____-_-______-_-__�____�____ HAWING NUYN6N O �EOGE OF EXISTING ROAD SPEAR STREET EW PUBUC R.O.W.---------_ _. -_ _ - JULY 2004 Y TO SAFST0111 RD. 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N xrmR - 41� DMwNp ACL Im JJ11 11MED 1 DSM ♦PPROYED TRC xo,�'4z0'E >0. o1IUNA0E usEJENr> I.. II I -I2 '00 N01 E 1 1 1 1 lilt I(SCE NOrt ) xae]J'N'E DAA yA4 •]aoe\� I OWNER: FFFEgS� pet° NEwsEMENT�LLEN ROAD EAST i c` h� - .oD w•zDeoD q�� "''e°:a, �rv1�,3 J0•E '�(,A x06•SJ�Y L+lx. J1• q N�x'J6.,•. , \ 1 kJ.aa_L ,a4o soe5J4 _w - soea+'w-w x=p, >.Ny- .> °qo ( STORM WATER \ _ 1 SOUTH VILLAGE �_ Je E� _ / MULTI FAMILY DEVELOPMENT , R aa-DD J. I W r I zpe>. FgST a.� ]•�• POND s \`. �,- 1 COMMUNITIES LLC. T 1 COMMON el> wl "Y071. e0je xxsl I EAMMDIT -� / / STORM WATER RIGHTS DEFERRED PENDING 1 so9.4 1" w -GTT OF SOUTH APPROVAL SBP'w , ;, Ats6�OF _ e0e93' Yw (SEE NOM 1) Act �I` GL^'W P 1ee.zr - - B R� 4.� I -1 POND 4 D,R�. SITE PLAN APPROVAL TEMPORARY EASEMENT SERVING - IJ5 "b a $} /j 56C5T3'G� S�Irpprr I I THIS PLAT DEPICTS THE PROPOSED SUBDIVISION OF HOMEOWNERS ASSOCIATION. ^ `1 0.51 ACRES .�'.�w / I_ J> •; I '4 n-waao °'J>'. y L EASEMENT AND CUL-DE-SAC TO 1a ayZS1A,'E 5112R'2yw \ OUR SURVEY EYY OF THE ENTIRE PROPERTY. BASED UPON BE TERMINATED UPON EXTENSION 7. „w - o_m - _ - n CDIIAii eeor4a >0 •w spem'orw •'CR.Q�.. R-'�e. p0 _ _ _ pp0; w '.'vFV pp,,�., 54.Jy '?=e'xx•w - \ REFERENCE SMALL BE MADE TO OUR PLAT T]LLEO: q 1 Y L•Oe.e> 'IV 14P. »' _ \ 'DOWNINGf ELKINS REVOCABLE TRUST•SDUTH OF THE ROADWAY. g W �-a' ` J =E ' 2 , >P' �p \ \ \ I ,0 -- L- =pacp0� - '%, S' O W 150em�2� { N54 N' �(5[E SEWN, - �-I( \ \ RED HOED IN THE BURLINGTON LAN232005. >1"� !$I r/ \\\ \ RECORDS. n R S' -C rt G RECORDED IN THE SOUTH BURLINGTON LAND O 7 A 9� N aw 0.14 n Y U) I a2 w P. e I \ \ ACRESnIE; u II \\ \ 70 THE BEST OF MYKNOWLEDGE6BELIEF THIS PUT 4i - J I _ �� {n$ O I PROPERLY DEPICTSAPROPQSED SUBOMSION OF I Z [fir - - s O.1B ACRE -I 47 i I NIAWAQ / 1 LAND SURVEYED UNDER MY DIRECT SUPERVISION. e2 n tl FNxME r J f ^ W 'F) 4'- i 19 F •E - S I 'S - ORE ACM I 1 EXISTING BOUNDARIES SHOWN ARE BASED UPON J -5,'•.. spDza 1 _ 8- I (1) �; I CI^ (YE Nort 1) � 1 i S q y, 1 ANALYSIS RECORD a PHYSICAL EVIDENCE RECOVERED rl: �-1 - soo•2a orL .z,R oA . 31 I I c I J 1 _a ®> I RECOVERED AND ARE IN SUBSTANTIAL ; a, �- p i CONFORMANCE WITH THE RECORD. THIS PLAT IS IN FUTURE SCHOOL SITE SUBJECT '.�� 1 1^ 2 )J9E -xeO' L'Soeroe'M'W� •wI ZJQ 5Dem02•w F`?,� I I I SUBSTANTIAL COMPLIANCE WITH 27 VSA 1403. THIS TO CITY OF SOUTH BURLINGTON D,R. D. 1 A Im' $`e r-io ao• �-4 Rdk' ]J- W '"�°I_ II I +jm p�pOO 020: RES I STATEMENT VALID ONLY WHEN ACCOMPANIED BY MY SITE PLAN APPROVAL. IG, ` 1 pi„ J�,•' s NIANAOE 1' S E pp-ta ax'w _ - r I I I 1 I ORIGINAL SIGNATURE A SEAL (ABOVE). ap.R4 (SEC xOrt 1) 53 yw ex]a 4a\4A/ nR 5x' I I 1 TIMOTHY R. COWAN VTL5582 - xT� spp xe cf, ,TaJT S' - 1 l @Iwo woe I- No' CASCNFNi 2 _ su2T�L K = r•+ I O / W G. A I- IP RI- Fo ZC IIXXJJ 1 c� (sEE xort 1) ,>�w 0. .11 XI CIS •,I 0.2o ACRES r 11i x0s ' 8 O 1= (U �I-�L°lo I` I 1 I�� PROTECT TITLE: DRUNNOE -.ENT m.VrAE �.e.]r m r - VI rl10.18 ACRE= (G) W I L.4B ACR® �1 ,e SEE wrt„ - m , en 10 SOUTH VILLAGE (A - _ -.. m•w �spem�z w soaxiol� w - l 1iD Ta - - - I ' I O`\�smv •E xAr - - - - - i W 1 FROST STREET 1 I �I y / SPEAR STREET AND 6.04 ACRES t" �y F - 20 `.,. °°�- ' �' Z� x 8 W m '02•w saem•o •w saeroeroz•w soem'oyw soem----w R.X I! W I ALLEN ROAD m' / 1 D s•� w.>Ji` E- �W p10+' _ r_.._ro.00•- �.e4r1 (- -- 11oso•- - -) Jee O i _^^"^QVVV= p�,l oI SOUTH BURLINGTON, VT _00o AD pL+ ccAE1011 �� - � R l.- . • . •, r Z •. I (1 I � 1 � 1pxva�l2et / / / / / �Q�A. / �s•' 0.2Rfi ACRES �r•J1�"; - �7l x1,A 0. - fippkt lb` �`- -- 1 n - aW'Q�Oj_ rS IL - -., _.. - Jr . I .fi I018 - IJR( O A2012 IlFo 29ARes I1�I .. '(f-`(-t_4�- -T`f-•�-`I' Z1-.. Be• Rp.w O COMMON - _ 1 NL (1) _g Naem= 'leis 'yt I^ J I I L�-L S'_-SpetJ'e0'w -SOel J.50.w- p R'0.W Q 1 so, �' ] soo.rp5• - _ _ _ (3) O � .65e.D0 .J.r m.en ioz o4' r � I L - � •t 5 8 1p�_ I F,rm " 2� _ os'E - (1) I Lsoe 'oz•w� sm 0z•J saroe•oYr - 1m W ^�I'1` city I _ ��s;��aE� _ e� Narp�. -w s �TO.D� - 11b7- �� tY�fso. BurlinA�jl� AIKEN � � 8 ' Lrte.Je' spa,rsD-w soe,J•b•w �.� I i / 1 -0p. - - -TrD 5r--p - - O 37 I O 1 Pto°I�, _iii ao _ _ - f nI E I 3CJ II ahI R., S°,m vwxpe a>' \ UL-oSs-1 ENscMENr 1 0 IO.lE AC IYI'-I YI- oll O •lV 1/ 1 187.E ACRES 1 1 (sEE Nort N _ • � ^ � a' o.2B ACRes (3) � � 1 / w1.1i• I soem w I Nz. _ _ - I�Rj Th s II„Ih IS 1; I `� B6 N Ry sS. _ r»' - rP ] OOl T .; . - •$I p. •�" - Ll) 8; El) (03 DRNNACF E'YND,' ' II �l U>HB q( r 20• RECREATION PATH EASEMENT L08 _ _ I 1 5[F NotF r J S�yd-N>ON TO CITY OF SOUTH BURLINGTON '10•w - -- am' _ t E I L L:. J L-T0.00'-J ,' - L-e.w1 / 1 - - - - NORroO.02E NORM O2 MOeOB'02•E NOe _ 10Too .3Y N1 T 11 4cH1PMAN STREET :9 1^50,wI301M w LOCATION MAP 10.21 ACRES1 06m02E N0m02Y N0R00E ..­'L NO 13000, -e-To.Do>oloz3 EACR® °jer ` ezae - 1L I1/1 BAT. ao NevlsmNJL_•MULTI-FAMILY DEVELOPMENT p,{7o O5ERIGHTS DEFERRED PENDING O4p 8OtIg TlgCITY OF SOUTH BURLINGTON ]-»-Di DSM RVD L01 LAYOUT k BU tDwG ENKL_OPE D.SITE PLAN APPROVAL 0.17 ACRE4P 21anld=IOR®Ifg10.17 ACRESrlo0.25 ACRES I-u-m o5M RENSEB dLANAa EASENEKrs 1 "I DSM KWSED DRANACE UYIEMT I I •,o __�-�J _ _ (1) (1) (1) (1) ct) ST OMEA COVEYED EASEMENT TO TII / • - - -w x1- L-2p py_ J 1-->o.ap•J L->o.DrJ L-w.aD._ - -uR.1a \ICITY OF S. BURLINGTON 1 I 4-M-a DSM �D LZo ot Lµ A xT _' ` _ ` _ ` ` SLFiJB'I}"i s0em'O3 I1� 5'mm'02•w SOeroe'o2 / 50lm'o3'w"*b \ I-JO-06 DSM AEN'FD LOl urOUT -. STORMWATER EASEMENT _ , vx h,•=1� °x"I 1 TO BE COVEYEO TO CITY OF S. BURLINGTON _ _ _-- OIIAWAGE EASEMENT _ (SEE NOIE 1) 1 � \ l� 111 D6 DSM RENYD LOi LAYWi 1 STTO BE TER `YED TO 8 TORMWATER LICENSE DSM PENSTD HATCNNG CITY OF S.OBURLINGTON „ ,\ I (WITHIN R.O.W.) TO BE 4-12-05 DSM KY40 LAYOUT - {' 1l CONVEYED TO SOUTH 11 O ��_ ��-----__-_____ -� STORM WATER I VILLAGE COMMUNITIES 1 d1IIn STORM WATER 11 Ef1ACEE/ ���``---30' DRAINAGE EASEMENT J/ POND 2 ,S TORM WATER 20' MAINTENANCE PHASE I POND 3 IRREVOCABLE OFFER OF 1 DEDICATION - 14' x 200' ____ 81^ 8 POND 1 ASEMENT TO 8E CREATION PATH 20 _EASEMENT TO CITY OF SOUTH BURLINGTON ----- ----- - RI^ R i /// TOWN E SHELBUR ETHE SUBDIVISION R.O.W. EXPANSION DRAINAGE _I 1_--_- --_ - _ - ----- - -- -_-_- PLAT EA ENT TO CITY I 1 ''(20' WADE DRAINAGE EASEMENT SERNNC CITY OF SOUTH BURLINGTON ------ A110N PAIN 20'�EASEAI i - p�opp� xOsrDi2w ��� _-SBTa�^IT � � - ---------------- TO RARUM RD. ToBwFTSTREET _SPEAR STET ROW JUL 004 -- -r--C----------------------------- - --- - 1 -- ----- --------------- ------------------ ----------""------- - -- - �r T J ------•. � E - - •- , - - - -I - --�--R - - -1- r - - - T - - ... i , � 7 -cRxePtti��cai.>; - - -�1 .E.� Y / 2 1 \ I I 1 6 .IN EET in (L I 01243 N 1" �s southl, PLANNING & ZONING Permit Number SD- —/— - &, (office use only) APPLICATION FOR SUBDIVISION PLAT REVIEW ❑ Preliminary V4nal PUD Being Requested? ❑ Yes ❑ No All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the plans will result in your application being rejected and a delay in the review before the Development Review Board. 1. OWNER(S) OF RECORD (Name(s) as shown on deed, mailing address, phone and fax #) V ill C.ek-��ws Ll.c-- 3► to - to (joV U-Q UT o CYOT SM R63 -(oZ. Z Z -ism bbb - / s -2 $ " 2. LOCATION OF LAST RECORDED DEED (Book and page #) 7%c-,5� k i cif. p4�Jt- (,at+ r 4L-,; -1 3 - 31 - LOOP 3. APPLICANT (Name, mailing address, phone and fax#) 4. CONTACT PERSON (Name, mailing address, phone and fax #) zois+^1 c FGt-� owre raZ. -3 t lP - (oc�a a. Contact email address: `(�Ob►Y? s i r'e` �CyM 5. PROJECT STREET ADDRESS: .fo u k`', S e -F �+a 6. TAX PARCEL ID # (can be obtained at Assessor's Office) 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.coni 7. PROJECT DESCRIPTION a. General Project Description (describe what you are proposing):v,A LoTS s+ 1 L. a f J G Q.r al ovac l Cbc> ' ra c-- ALt % re`* sQ Qat.L-� Lek %s o.n Lo. b b. Existing Uses on Property (including description and size of each separate use): ucks c. Proposed Uses on property (include description and size of each new use and existing uses to remain): %i11.5id►0��'wl S�Y.�K �ro.a•,�•� oM�_ C ryo/lx,�r 3006 �5- -- �ars LVI4��� d. Total building square footage on property (proposed buildings and existing buildings to remain): e. Height of building & number of floors ( roposed buildings and existing buildings to remain, specify if basement and mezzanine): ��� o•r.� wi Sc *.— f. Number of residential units (if applicable, new units and existing units to remain): tips�r \-CA g. Number of employees (existing and proposed, note office versus non -office employees): h. Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): i. List any changes to the subdivision, such as property lines, number of units, lot mergers, etc. $— Subdivision Application Form. Rev. 12-2011 8. LOT COVERAGE (ALL information MUST be provided here, even if no change is proposed) a. Size of Parcel: LO� 5$ .7,Z AC- Cam/ b 1 - ( (AC, (acres /sq. ft.) b. Building Coverage: Existing O square feet % Proposed 2 O square feet % c. Overall Coverage (building, parking, outside storage, etc): Existing square feet % Proposed square feet % d. Front Yard Coverage(s) (commercial projects only): Existing square feet % Proposed square feet % 9. WETLAND INFORMATION a. Are there any wetlands (Class I, II, or III) on the subject property'? ❑ Yes m"'No 611" w� b. If yes, is the proposed development encroaching into any of these wetlands associated 50' buffers (describe) c. If yes, please submit the following with this application: 1. A site specific wetland delineation of the entire property or a written statement that the applicant is relying on the City's wetland map. 2. Response to the criteria outlined in Section 12.02(E) of the Land Development Regulations (applicant is strongly encouraged to have a wetland expert respond to these criteria) 10. AREA DISTURBED DURING CONSTRUCTION: • 1 /ate SQ. FT. *Projects disturbing more than one (1) acre of land must follow the City'•s specifications for erosion control in Article 16 of the Land Development Regulations. Projects disturbing more than one (1) acre require a permit from the Vermont Department of Environmental Conservation. 3 Subdivision Application Form. Rev. 12-2011 C 11. COST ESTIMATES a. Building (including interior renovations) L' � S% 0316 t °— j 6 6� b. Landscaping: $ Z-Z (Please submit itemized list of landscaping proposed) c. Other site improvements (`please list with cost) none. A-4n A�+ —d 12. ESTIMATED TRAFFIC a. P.M. Peak hour for entire property (In and out): fir- �2�tr&o �j�pc�vtc�• 13. PEAK HOURS OF OPERATION: .014 - ?ems: - �Q r-p (s) 14. PEAK DAYS OF OPERATION: M A5;�-i,cS?�.�1 S� 15. ESTIMATED PROJECT COMPLETION DATE: nQ, Z01Z l..a+ 16. PLANS AND FEE Plat plans shall be submitted which shows the information required by the City's Land Development Regulations. Five (5) regular size copies, one reduced copy (I V x 17"), and one digital (PDF-format) copy of the plans must be submitted. A subdivision application fee shall be paid to the City at the time of submitting the application. See the City fee schedule for details. NOTE: NOTIFICATION of ADJOINING PROPERTY OWNERS: Notification of adjoining property owners, in accordance with 24 V.S.A. §4464(a) and Section 17.06(B) of the South Burlington Land Development Regulations, is the responsibility of the applicant. After deeming an application complete, the Administrative Officer will provide the applicant with a draft meeting agendas or public hearing notice and sample certificate of service. The sworn certificate of service shall be returned to the City prior to the start of any public hearing. Subdivision Application Form. Rev. 12-2011 I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. SIGN E OF APPLICANT SICiNATURE (OAPRMERTY OWNER Do not write below this line DATE OF SUBMISSION: 1 C� I have reviewed this preliminary plat application and find it to be: Complete n ❑ Incomplete PRINT NAME The applicant or permittee retains the obligation to identify, apply for, and obtain relevant state permits for this project. Call (802) 879-5676 to speak with the regional Permit Specialist. 5 Subdivision Application Form. Rev. 12-2011 .......... FME] Ml CD c WILDS/WEST ELEVATIONS MEL- Ph—� 802-361-7600 Burlingimi, V=Pw( CONSTRUCTION, INC, ,5outh\Mage SCALE: PER M-05 DAII: 0/1VI$ Is I 4. .. ■■ WILDSIWEST FLOOR PLANS D Limn _�•,n .,...> �: io/svu �Ga� _ \null 711age �/ CONSTRUCTION, INC , CO STRUAllsim T O , INC. v, aye+ rm..802•461.7rnn s,4i wr,,vr,m-t www.sour„v11.1.,cr.com _ u s lJ O 1C•LL HN DRnMH:S IVtC. +u/�!/+, Ie T B s-i -i —_._.... ............. _..._.. — • , it - Oa ,n_D- b AA I 41Ji'21 AIl_'� Hoo *A', I.r,CI - - QMOR VN11. 1 yr-=u 1Ek M � � � 3 cor wcnnc i i S 11 ,5'-Bq' y-e ' ((: i_i',' - — — 15•-DROP XEIDFIi � Vz Yrnu • s-io• oPw RN�s/gxu,•1cRs B _ _ _ _ _._._ i FlRST� fZ00R P<AN 3 �1- • i i C I S �•_o` i L _ I � I I I I Sven ® +/a WAU a a-io I I COND FLOOR PLAN I xuSEca/ar - r-a I I amul- CONSTRUCTIr.N, INC. 1010 I'll SIM 1n S. amnr.im vl met ! 1 'LU- • 'WT S.K: pHof A9oK �1 0.nOR 1 ------------------------------- I Po� Ix� inxA,rcmA - izb• �0.HOR \ 'I j °Pn r TA t io` e• s • F. MT �Y1DL� ]J' RMaO IN9_ �19/ ]N1 a YHOUAAN �' _ •i -----��- C � i StliED1E9 _-4_O_ PORCH I.BO�r. L I •1 ,i Wpx? 'lTJ1F�lirl `Saxon. - -- J I 'A•S- iilE.4 � raacx uoK--� 4, 1` 1R•-DRRP .1MM ® 1/2 WALL O T-YO• nGROUND FL(%"AN .. WILDS/WEST FLOOR PLANS T, I.M. ou.An<,.TM�mn�.N., ....A...... m.,wrtrkimi..uuiu D,]•.. �+ `' t/hj.., a _1VU111 C��('i 1.1 CONSTRUCTION, INC. — Ill 1111. NR.(. Rq I." VI '.COL[: FCR DRPMWG$ DATE, 10:I2111 0 Pxow.902-%1-T600 Dwlip IUD. V.—I W W W.SUUTalv11.1.AGn.CUM 1T/1R1n -"- PZJ94 i if �g ®l 0 , a .�A / will c . + h l WILDSMEST 3JS{ � ylyj ELEyATIONS s4, SouthlAage Ph-.: RD2•361.7600 aurlinglmJ. Vanum www.xoo rNvn.l.xrr..rom COIJSTRUCTION, INC .N1 VIll1SI1N RP. S [1MN4NM VI GtlJ SCnLf:: KP [PNNMCS D�.[: .0/IJ/IJ /8 C- I �l 15 r Ell R ll� IIIH Hill r J= WILDSMEST ELEVATIONS tD South\Mage Phase:gol-861-76W B,,flinCONSTRUCTION, INC �h,i FA 0--\!-AeAE) LATEST DRAWINGFPI H-E, 1A5E-1-6D.dwg, 'VOL] � \O S�� , Hino '0' SETBACK ,• _ III �I p LD it i I I;" IR U U n r �� -- I I SETBACK I i b / N O O � N C CJ> N D O 00 � N C I Z T1 I o Z N O :i7 Z 1 I / MUM CIVIL SOUTH VILLAGE Project No. 10 MANSFIELD VIEW LANE, SOUTH BURLINGTON, VT 05403 - 01243 'A LOT 58 — 334 S. JEFFERSON RD. Sheet 802.864-2323 FAX.*802-8sa-2271 web: www.cea-vt.com BUILDING LAYOUT PLAN Scale: 1" = 30' Drawn by ACL 1 Date NOV. 2011 Checked by DSM SOUTH BURLINGTON VT. I south . "l a , . t PLAN NING'& ZONING September 12, 2011 Re: #SP-11-41 Dear Applicant: Enclosed, please find a copy of the Findings of Fact and Decision rendered by the Administrative Officer concerning your recent application. Please note the conditions of approval including that a zoning permit must be obtained within six L months. If you have any questions, please contact me. Sincer ly, ymond J. Belair Administrative Officer Encl. 575 Dorset Street South Burlington, VT 05403 tei 802.846.4106 fax 802.846.4101 www.sburi.com soluthb lufiv PLANNING & ZONING September 12, 2011 Re: #SP-11-42 Dear Applicant: Enclosed, please find a copy of the Findings of Fact and Decision rendered by the Administrative Officer concerning your recent application. Please note the conditions of approval including that a zoning permit must be obtained within six (6) months. If you have any questions, please contact me. Sincerely, r aymond J. elair Administrative Officer Encl. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com Site Plan Application Permit Number SP-- LOT 4B - APPLICATION FOR SITE PLAN REVIEW All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the site plan will result in your application being rejected and a delay in the review before the Development Review Board. 1. OWNER OF RECORD (Name as shown on deed, mailing address, phone and fax #): South Village Communities, LLC c/o SD Ireland Companies Ms. Robin Jeffers, Project Manager Williston, Vermont 05495 Ph 1-802-863-2946 Email: robin(c�SDIRELAND.COM 2. LOCATION OF LAST RECORDED DEED (Book and page #): Book 419 Page 454-455 3. APPLICANT (Name, mailing address, phone and fax #): South Village Communities, LLC c% SD Ireland Companies Ms. Robin Jeffers, Project Manager Williston, Vermont 05495 Ph 1-802-863-2946 Email: robin(a_)SDIRELAND. COM 4. CONTACT PERSON (person who will receive all correspondence from Staff. Include name, address, phone & fax #): David S. Marshall Civil Engineering Associates, 10 Mansfield View Lane, South Burlington, Vermont 05403 Ph 864-2323 x310 F 864-2271 Email: dmarshall@cea-vt.com 5. PROJECT STREET ADDRESS: 1.840 Spear Street-- I �A (�(�O � 6. TAX PARCEL ID # (can be obtained at Assessor's Office): 1640-01840 7. PROJECT DESCRIPTION a. General project description: Construction of 12-unit condominium building and associated infrastructure. 1 Site Plan Application b. Existing Uses on Property (including description and size of each separate use): None c. Proposed Uses on property (include description and size of each new use and existing uses to remain): One 12-unit residential condominium building. d. Total building square footage on property (proposed buildings and existing buildings to remain): 0 SF Existing, one proposed building at 8,121 SF. e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine): 3 Floors plus underground parking. f. Number of residential units (if applicable, new units and existing units to remain): 12 g. Number of employees & company vehicles (existing and proposed, note office versus non - office employees): Not applicable. h. Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): Please see cover letter. 9. LOT COVERAGE (ALL information MUST be provided here, even if no change is proposed) a. Size of Parcel: Proposed Lot 4B - 0.52 Acres (22,651 SF) b. Building Coverage: Existing: 0 square feet: 0 % Proposed: 8121 square feet 35.8 % c. Overall Coverage (building, parking, outside storage, etc): Existing: 0 square feet: 0 % Proposed: 15,970 square feet 70.4 % d. Front Yard Coverage(s) (commercial projects only): NA Existing: 0 square feet: 0.0 % Proposed: 0 square feet 0 % e. Total area to be disturbed during construction (sq. ft.) 1.5 Acres for both Lots 4A and 4B* 2 Site Plan Application * Projects disturbing more than one-half acre of land must follow the City's specifications for erosion control in Article 16 of the Land Development Regulations. Projects disturbing more than one acre require a permit from the Vermont Department of Environmental Conservation. 9. COST ESTIMATES a. Building (including interior renovations): $ 1,500,000 b. Landscaping: $ 22,500 minimum c. Other site improvements (please list with cost): $150,000. 10. ESTIMATED TRAFFIC a. Average daily traffic for entire property (in and out): 191 VPD b. A.M. Peak hour for entire property (in and out): 8 VPH (weekday) As taken from South Village Traffic Study— ITE LUC 221 c. P.M. Peak hour for entire property (In and out): 9 VPH (weekday) 11. PEAK HOURS OF OPERATION: 8 to 9 Am and 5 to 6 PM 12. PEAK DAYS OF OPERATION: Monday through Friday 13. ESTIMATED PROJECT COMPLETION DATE: Summer, 2011- 14. ABUTTERS (please list all abutting landowner. Include mailing address. Also include those across a street or right-of-way. You may use a separate sheet if necessary) Please see attached list 15. SITE PLAN AND FEE A site plan shall be submitted which shows the information listed on Exhibit A attached. Five (5) regular size copies and one reduced copy (11" x 17") of the site plan must be submitted. A site plan application fee shall be paid to the City at the time of submitting the site plan application (see Exhibit A). I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. 3 Site Plan Application SIGNATURE OF SIGNATURE O APPLICANT OWNER Do not write below this line oa, -� jk:*4Lz PRINT NAME DATE OF SUBMISSION: REVIEW AUTHORITY: ❑ Development Review Board Administrative Officer I have reviewed this site plan application and find it to be: ,� �% Com fete ❑ Inco lete p Sp irector of Planning & Zoning or Designee Date 4 C Site Plan Application Permit Number SP-- LOT 4A - APPLICATION FOR SITE PLAN REVIEW All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the site plan will result in your application being rejected and a delay in the review before the Development Review Board. OWNER OF RECORD (Name as shown on deed, mailing address, phone and fax #): South Village Communities, LLC c/o SD Ireland Companies Ms. Robin Jeffers, Project Manager Williston, Vermont 05495 Ph 1-802-863-2946 Email: robin(a�SDIRELAND.COM 2. LOCATION OF LAST RECORDED DEED (Book and page #): Book 419 Page 454-455 3. APPLICANT (Name, mailing address, phone and fax #): South Village Communities, LLC c/o SD Ireland Companies Ms. Robin Jeffers, Project Manager Williston, Vermont 05495 Ph 1-802-863-2946 Email: robin(d-)SDIRELAND.COM 4. CONTACT PERSON (person who will receive all correspondence from Staff. Include name, address, phone & fax #): David S. Marshall Civil Engineering Associates, 10 Mansfield View Lane, South Burlington, Vermont 05403 Ph 864-2323 x310 F 864-2271 Email: dmarshall@cea-vt.com 5. PROJECT STREET ADDRESS: 1949- ear-�__ (e C, ,�Q� /��-�� ST 6. TAX PARCEL ID # (can be obtained at Assessor's Office): 1640-0/1�840 7. PROJECT DESCRIPTION a. General project description: Construction of 12-unit condominium building and associated infrastructure. ( Site Plan Application b. Existing Uses on Property (including description and size of each separate use): None c. Proposed Uses on property (include description and size of each new use and existing uses to remain): One 12-unit residential condominium building. d. Total building square footage on property (proposed buildings and existing buildings to remain): 0 SF Existing, one proposed building at 8,121 SF. e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine): 3 Floors plus underground parking. f. Number of residential units (if applicable, new units and existing units to remain): 12 g. Number of employees & company vehicles (existing and proposed, note office versus non - office employees): Not applicable. h. Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): Please see cover letter. 9. LOT COVERAGE (ALL information MUST be provided here, even if no change is proposed) a. Size of Parcel: Proposed Lot 4A - 0.53 Acres (23,087 SF) b. Building Coverage: Existing: 0 square feet: 0 % Proposed: 8121 square feet 35.1 % c. Overall Coverage (building, parking, outside storage, etc): Existing: 0 square feet: 0 % Proposed: 15,896 square feet 68.6 % a. Size of Parcel: Proposed Lot 4B - 0.52 Acres (22,651 SF) d. Front Yard Coverage(s) (commercial projects only): NA Existing: 0 square feet: 0.0 % Proposed: 0 square feet 0 % e. Total area to be disturbed during construction (sq. ft.) 1.5 Acres (both Lot 4A & 4B)* Site Plan Application * Projects disturbing more than one-half acre of land must follow the City's specifications for erosion control in Article 16 of the Land Development Regulations. Projects disturbing more than one acre require a permit from the Vermont Department of Environmental Conservation. 9. COST ESTIMATES a. Building (including interior renovations): $ 1,500,000 b. Landscaping: $ 22,500 c. Other site improvements (please list with cost): $150,000. 10. ESTIMATED TRAFFIC a. Average daily traffic for entire property (in and out): 191 VPD b. A.M. Peak hour for entire property (in and out): 8 VPH (weekday) As taken from South Village Traffic Study — ITE LUC 221 c. P.M. Peak hour for entire property (In and out): 9 VPH (weekday) 11. PEAK HOURS OF OPERATION: 8 to 9 Am and 5 to 6 PM 12. PEAK DAYS OF OPERATION: Monday through Friday 13. ESTIMATED PROJECT COMPLETION DATE: Summer, 20V, 14. ABUTTERS (please list all abutting landowner. Include mailing address. Also include those across a street or right-of-way. You may use a separate sheet if necessary) Please see attached list 15. SITE PLAN AND FEE A site plan shall be submitted which shows the information listed on Exhibit A attached. Five (5) regular size copies and one reduced copy (11" x 17") of the site plan must be submitted. A site plan application fee shall be paid to the City at the time of submitting the site plan application (see Exhibit A). I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. 3 Site Plan Application '��-3�SIGNATUf,kk,61F APPLICANT _—I 2451115 ,� -Iep=Y ;� GNATURE OF PRO t'TY OWNER PRINT NAME Do not write below this line DATE OF SUBMISSION: ! REVIEW AUTHORITY: [_ ] Development Review Board P Administrative Officer I have reviewed this site plan application and find it to be: Complete _ ❑ Incgmplete 7/60)/j of Planning & Zoning or Designee 4 A---� (5outh` jillaW September 8, 2011 Ray Belair Planning & Zoning City of S. Burlington, VT Dear Ray, We are writing today to submit site plans for Lot 4A and 4B for a renewal of their permit approval. There are no changes to the plans from their approval last September. We are attaching both applications for the site plan review, as we discussed earlier. We look forward to hearing from you. Please don't hesitate to call with any questions you may have to either Dave Marshall or me. We're excited to make these building come into being! Sincerely, Robin Jeffers South Village Communities LLC c/o Spear & Allen LLC PO Box 2286, S. Burlington, VT 05407 tel: 802-658-0202, fax: 802-658-6869 v Permit #- APPLICATION FOR THE DEVELOPMENT REVIEW BOARD All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the site plan will result in your application being rejected and a delay in the review before the Development Review Board. I understand the presentation procedures required by State Law (Section 4468 of the Planning & Development Act). Also that hearings are held twice a month. That a legal advertisement must appear a minimum of fifteen (15) days prior to the hearing. I agree to pay a hearing fee which is to off -set the cost of the hearing. Type of application (check one): ( ) Appeal from decision of the Administrative Officer (includes appeals from Notice of Violation ( ) Request for a conditional use ( ) Request for a variance (vj Other PROVISION OF ZONING ORDINANCE IN QUESTION (IF ANY): 5►stto..� �l.12 A a�.n.'l�.�a..l of �_. �c c S�G;czP,.�c� WHAT ACTION OF THE ADMINISTRATIVE OFFICER ARE YOU APPEALING ? 6-WT_A3?6Z uLP-i LA5 1) OWNER OF. RECORD (Name as shown on deed, mailing address, phone & fax #): v _43-mt J 2) LOCATION OF LAST RECORDED DEED (book & page #t 41�j;f .t-54 4 5 3) APPLICANT (name, mailing address, phone and fax #) hal41jPry Q%rOACK. 4) CONTACT PERSON (person who will receive staff correspondence. Include name, mailing address, phone & fax # if different from above): oM.%-r FAO �ca�^�.fc.�+►�t'%C��..1nt61� 5) PROJECT STREET ADDRESS: teAro 6) TAX PARCEL ID #: 1(oho ' IS4a 7) PROJECT DESCRIPTION A. Existing Uses on Property (including description and size of each separate use): 1,,4ot.4c - P.SQ.rw rrau wit "LA �Aru�c ti t2�tD i.�T4Pcl. B. Proposed Uses on Property (include description and size of each new use and existing uses to remain): DZ i76 «� . C. Total building square footage on property (proposed buildings & existing building to remain): Nor.►C D. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement & mezzanine): "A E. Number of residential Units (if applicable, new units & existing units to remain): t4A F. Number of employees & company vehicles (existing & proposed, note office vs. non -office employees): t-JA G. Other (list any other information pertinent to this application not specifically requested above, please note if overlay districts are applicable): tJa.iG 8) LOT COVERAGE �•�? A. Total parcel size: Sq. Ft. B. Buildings: Existing O % / O Sq. Ft Proposed U % / 0 Sq. Ft. C. Overall impervious coverage (building, parking, outside storage, etc) Existing O % / ()_Sq. Ft. Proposed d % / O Sq. Ft. D. Total area to be disturbed during construction: Sq. Ft. * Projects disturbing more than one-half acre of land must follow the City's specifications for erosion control in Article 16 of the Land Development Regulations. Projects disturbing more than one acre require a permit from the Vermont Department of Environmental Conservation. Co.4(_-nZsa2 UNDO gTA'Tc- l•P sole 9) COST ESTIMATES A. Building (including interior renovations): $ 0 B. Landscaping $ C. Other site improvements (please list with cost): 31y1-5. % 4.,1 e,O-Mar A 10) ESTIMATED TRAFFIC: A. Average daily traffic for entire property (in and out): I4A B. A. M. Peak hour for entire property (in and out): t4Ar C. P.M. Peak hour for entire property (in and out): t4A 11) PEAK HOURS OF OPERATION 7 -(a PN► 12) PEAK DAYS OF OPERATION Mc il - F:IL I 13) ESTIMATED PROJECT COMPLETION DATE 2.0 11 14) LIST ABUTTING PROPERTY OWNERS: (list names and address of all abutting property owners, including those across any street or right-of-way. You may use a separate sheet of paper if necessary): 0 I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge IGNATURE SIGNATURE O APPLICANT PROF- fT Y OWNER Do not write below this line v DATE OF SUBMISSION: I� REVIEW AUTHORITY: evelopment Review Board ❑ Director, Planning & Zoning I have reviewed this application and find it to be: VMMPLETE ❑ Incomplete V[Jirector of PleTnrWrig & Zoning or Designee bate PRINT NAME Ruth Trevithick Harold & Eleanor Bensen Janet Farina 1751 Spear Street 1303 Hayward Road 1807 Spear Street So. Burlington, VT 05403 Corinth, VT 05039 So. Burlington, VT 05403 Mary Pappas PO Box 5735 Burlington, VT 05402-5735 Stuart & Helen Hall Trust 1815 Spear Street So. Burlington, VT 05403 George & Shelley Vinal 1845 Spear Street So. Burlington, VT 05403 William Reed 1967 Spear Street So. Burlington, VT 05403 Alan & Diane Sylvester 1985 Spear Street So. Burlington, VT 05403 Harlan & John Sylvester (ref.2003 Spear St.) 51 South Street Burlington, VT 05401 Donald R. Cummings 1811 Spear Street So. Burlington, VT 05403 1827 Spear St. LLC Ref.1827 Spear St. 410 Shelburne Rd. So. Burlington, VT 05403 Mark S. Westergard/Curt Moody 1855 Spear Street So. Burlington, VT 05403 Frank Costantino 1971 Spear Street So. Burlington, VT 05403 John & Amy Averill 3958 Spear Street Shelburne, VT 05482 Craig S. Bartlett, III 4047 Spear Street Shelburne, VT 05482 Carolyn E. Long Revocable Trust Long Littleton, Exempt Family 1720 Spear Street Trust So. Burlington, VT 05403 1720 Spear Street So. Burlington, VT 05403 Richard & Dawn Derridinger 1575 Dorset Street So. Burlington, VT 05403 P:\AutoCADD Pro j ects\2010\10146\City Permitting\SVABUTTERS- PERMITS; NOTIFICATIONS 7- �n_� n_CnPar Ct tine William & Gail Lang 1675 Dorset Street So. Burlington, VT 05403 Ayse Floyd 1813 Spear Street So. Burlington, VT 05403 Patricia C. Calkins Trust 1835 Spear Street So. Burlington, VT 05403 Barbara P. Lande Trust 1865 Spear Street So. Burlington, VT 05403 Diane Sylvester 1985 Spear St. So. Burlington, VT 05403 Daniel Martin 4012 Spear Street Shelburne, VT 05482 Rodolphe & Denise Vallee 4043 Spear Street Shelburne, VT 05482 Lucien & Jane Demers Trust (ref.1505 Dorset St.) P.O. Box 359 Essex Jct, VT 05453 1'C;0 r 5 Permit # - APPLICATION FOR THE DEVELOPMENT REVIEW BOARD All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the site plan will result in your application being rejected and a delay in the review before the Development Review Board. I understand the presentation procedures required by State Law (Section 4468 of the Planning & Development Act). Also that hearings are held twice a month. That a legal advertisement must appear a minimum of fifteen (15) days prior to the hearing. I agree to pay a hearing fee which is to off -set the cost of the hearing. Type of application (check one): ( ) Appeal from decision of the Administrative Officer (includes appeals from Notice of Violation ( ) Request for a conditional use ( ) Request for a variance (x-) Other PROVISION OF ZONING ORDINANCE IN QUESTION (IF ANY). - WHAT ACTION OF THE ADMINISTRATIVE OFFICER ARE YOU APPEALING ? 1) OWNER OF RECORD (Name as shown on deed, mailing address, phone & fax #): 0 -45-TTw1 .rr ' O 6495 a 2) LOCATION OF LAST RECORDED DEED (book & page #)b 416j • f% 3) APPLICANT (name, mailing address, phone and fax #) hkkef Pis C:)'f4 tc - W— 4) CONTACT PERSON (person who will receive staff correspondence. Include name, mailing address, phone & fax # if different from above): !!!5At40 As ac�pc.ttp+-sr�dt..lt�61Z 5) PROJECT STREET ADDRESS: ti�l 6 6) TAX PARCEL ID #.- t (o-to t84o 7) PROJECT DESCRIPTION A. Existing Uses on Property (including description and size of each separate use): t► QP4r_ - P%T& w► f1GM> t-VOL 16i wl"W6 �Arua c.�•1 l2i�9 tD t.iT Wct.. B. Proposed Uses on Property (include description and size of each new use and existing uses to remain): �.1 o G Nt^#Ac.G - 7''th5 oDp�.t c. P�orl S "�-g ►�c.�eh: M�l�'r 121" - 92104 IN419 2 gt do MM c-_ 2K. A•►r� s"RC>0 C. Total building square footage on property (proposed buildings & existing building to remain): t4o"(l D. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement & mezzanine): E. Number of residential Units (if applicable, new units & existing units to remain): F. Number of employees & company vehicles (existing & proposed, note office vs. non -office employees): t ,j" G. Other (list any other information pertinent to this application not specifically requested above, please note if overlay districts are applicable): 8) LOT COVERAGE A. Total parcel size: © .22 /y-G Sq. Ft. B. Buildings: Existing O % / Sq. Ft Proposed 0 % / Sq. Ft. C. Overall impervious coverage (building, parking, outside storage, etc) Existing O % / 0 Sq. Ft. Proposed co % / ® Sq. Ft. D. Total area to be disturbed during construction: Sq. Ft. * Projects disturbing more than one-half acre of land must follow the City's specifications for erosion control in Article 16 of the Land Development Regulations. Projects disturbing more than one acre require a permit from the Vermont Department of Environmental Conservation. G� U�p�,- �T-�•Trt Gtj� y,y� iVTK, �p�� 9) COST ESTIMATES A. Building (including interior renovations): $ Q B. Landscaping $ C. Other site improvements (please list with cost): 10) ESTIMATED TRAFFIC: A. Average daily traffic for entire property (in and out): I = . B. A. M. Peak hour for entire property (in and out): C. P.M. Peak hour for entire property (in and out): t,' 11) PEAK HOURS OF OPERATION 7 (o eM 12) PEAK DAYS OF OPERATION Mo al - F- I 13) ESTIMATED PROJECT COMPLETION DATE /WC;ti14aT , 2C� 11 14) LIST ABUTTING PROPERTY OWNERS: (list names and address of all abutting property owners, including those across any street or right-of-way. You may use a separate sheet of paper if necessary): I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. - - '-� F- � �L SIGNATURE O PLICANT IGNATURE OF PRO OWNER Do not write below this line DATE OF SUBMISSION: REVIEW AUTHORITY: 1pCevelopment Review Board ❑ Director, Planning & Zoning I have reviewed this application and find it to be: Ip C MPLE,IE ❑ Incomplete of Planning & Zoning or Designee PRINT NAME Ruth Trevithick Harold & Eleanor Bensen Janet Farina 1751 Spear Street 1303 Hayward Road 1807 Spear Street So. Burlington, VT 05403 Corinth, VT 05039 So. Burlington, VT 05403 Mary Pappas PO Box 5735 Burlington, VT 05402-5735 Stuart & Helen Hall Trust 1815 Spear Street So. Burlington, VT 05403 George & Shelley Vinal 1845 Spear Street So. Burlington, VT 05403 William Reed 1967 Spear Street So. Burlington, VT 05403 Alan & Diane Sylvester 1985 Spear Street So. Burlington, VT 05403 Harlan & John Sylvester (reL2003 Spear St.) 51 South Street Burlington, VT 05401 Donald R. Cummings 1811 Spear Street So. Burlington, VT 05403 1827 Spear St. LLC Ref.1827 Spear St. 410 Shelburne Rd. So. Burlington, VT 05403 Mark S. Westergard/Curt Moody 1855 Spear Street So. Burlington, VT 05403 Frank Costantino 1971 Spear Street So. Burlington, VT 05403 John & Amy Averill 3958 Spear Street Shelburne, VT 05482 Craig S. Bartlett, III 4047 Spear Street Shelburne, VT 05482 Carolyn E. Long Revocable Trust Long Littleton, Exempt Family 1720 Spear Street Trust So. Burlington, VT 05403 1720 Spear Street So. Burlington, VT 05403 Richard & Dawn Derridinger 1575 Dorset Street So. Burlington, VT 05403 P:\AutoCADD P ro j ects\2010\ 10146\City Permitting\SVABUTTERS- PERMITS; NOTIFICATIONS 7- 711-1(1-finPar Ct rinr William & Gail Lang 1675 Dorset Street So. Burlington, VT 05403 Ayse Floyd 1813 Spear Street So. Burlington, VT 05403 Patricia C. Calkins Trust 1835 Spear Street So. Burlington, VT 05403 Barbara P. Lande Trust 1865 Spear Street So. Burlington, VT 05403 Diane Sylvester 1985 Spear St. So. Burlington, VT 05403 Daniel Martin 4012 Spear Street Shelburne, VT 05482 Rodolphe & Denise Vallee 4043 Spear Street Shelburne, VT 05482 Lucien & Jane Demers Trust (ref.1505 Dorset St.) P.O. Box 359 Essex Jet, VT 05453 E>06AI t4 q t LA PeCi(:5 L-or 5 A Permit # ��l l --Lb-- APPLICATION FOR THE DEVELOPMENT REVIEW BOARD All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the site plan will result in your application being rejected and a delay in the review before the Development Review Board. I understand the presentation procedures required by State Law (Section 4468 of the Planning & Development Act). Also that hearings are held twice a month. That a legal advertisement must appear a minimum of fifteen (15) days prior to the hearing. I agree to pay a hearing fee which is to off -set the cost of the hearing. Type of application (check one): ( ) Appeal from decision of the Administrative Officer (includes appeals from Notice of Violation ( ) Request for a conditional use ( ) Request for a variance (v�ther PROVISION OF ZONING ORDINANCE IN QUESTION (IF ANY): 2 O�Ln'UZM1p..L �F �= c s i��4ca C.izs�.7� WHAT ACTION OF THE ADMINISTRATIVE OFFICER ARE YOU APPEALING ? 6-WI: AegZ(.AC.P4?� LA5 1) OWNER OF RECORD (Name as shown on deed, mailing add phone & fax #): .1 s-MO.J .hr O at95 2) LOCATION OF LAST RECORDED DEED (book & page #)b 3) APPLICANT (name, mailing address, phone and fax #) k `rbi= P05 0'r4t4gy— 4) CONTACT PERSON (person who will receive staff correspondence. Include name, mailing address, phone & fax # if different from above): 15At4ig As 5) PROJECT STREET ADDRESS: , 6) TAX PARCEL ID #: o 7) PROJECT DESCRIPTION A. Existing Uses on Property (including description and size of each separate use): -t4ot4e • 12411e.Iw V= %c b i 9aLA rrANNwI t2i�"f w ThPct. B. Proposed Uses on Property (include description and size of each new use and existing uses to remain): i e% - 1iuv _ro-r►•hc. Ars.7. ,.. A�v�l C�^7 S �nit /11�J� ►wt11T G t 3. 2 !t do Mfg c"p5C. caul SNU­WT G 13.4 A4-4r2. s.tpcPQ VZ Tis. tt.lb . C. Total building square footage on property (proposed buildings & existing building to remain): D. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement & mezzanine): E. Number of residential Units (if applicable, new units & existing units to remain): t-4A F. Number of employees & company vehicles (existing & proposed, note office vs. non -office employees): tlA G. Other (list any other information pertinent to this application not specifically requested above, please note if overlay districts are applicable): N— e_- 8) LOT COVERAGE A. Total parcel size: 0.4'7 Ar, Sq. Ft. B. Buildings: Existing O % / O Sq. Ft Proposed U % / 0 Sq. Ft. C. Overall impervious coverage (building, parking, outside storage, etc) Existing O % / O_Sq. Ft. Proposed co % / Sq. Ft. D. Total area to be disturbed during construction: Sq. Ft. " Projects disturbing more than one-half acre of land must follow the City's specifications for erosion control in Article 16 of the Land Development Regulations. Projects disturbing more than one acre require a permit from the Vermont Department of Environmental Conservation. OT-rT-e GtP SAO pt.Ct�+otZ-► 1c�J 9) COST ESTIMATES A. Building (including interior renovations): $ O B. Landscaping $ C. Other site improvements (please list with cost): 4-4 aP,1nC*A 10) ESTIMATED TRAFFIC: A. Average daily traffic for entire property (in and out): t4A B. A. M. Peak hour for entire property (in and out): #4Ar C. P.M. Peak hour for entire property (in and out): f4A 11) PEAK HOURS OF OPERATION 7 -(a PM 12) PEAK DAYS OF OPERATION Mo 03 - its. t 13) ESTIMATED PROJECT COMPLETION DATE A�•ftGtil4aT , 2d 11 14) LIST ABUTTING PROPERTY OWNERS: (list names and address of all abutting property owners, including those across any street or right-of-way. You may use a separate sheet of paper if necessary): I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge IGNATURE OF F SIGNATURE O PLICANT PRINT NAME Do not write below this line DATE OF SUBMISSION: LO REVIEW AUTHORITY: I115evelopment Review Board ❑ Director, Planning & Zoning I have revie ed this application and find it to be: COMPLETE ❑ Incomplete t r40 of Planning & Zoning or Designee Ruth Trevithick Harold & Eleanor Bensen Janet Farina 1751 Spear Street 1303 Hayward Road 1807 Spear Street So. Burlington, VT 05403 Corinth, VT 05039 So. Burlington, VT 05403 Mary Pappas PO Box 5735 Burlington, VT 05402-5735 Stuart & Helen Hall Trust 1815 Spear Street So. Burlington, VT 05403 George & Shelley Vinal 1845 Spear Street So. Burlington, VT 05403 William Reed 1967 Spear Street So. Burlington, VT 05403 Alan & Diane Sylvester 1985 Spear Street So. Burlington, VT 05403 Harlan & John Sylvester (ref.2003 Spear St.) 51 South Street Burlington, VT 05401 Donald R. Cummings 1811 Spear Street So. Burlington, VT 05403 1827 Spear St. LLC Ref.1827 Spear St. 410 Shelburne Rd. So. Burlington, VT 05403 Mark S. Westergard/Curt Moody 1855 Spear Street So. Burlington, VT 05403 Frank Costantino 1971 Spear Street So. Burlington, VT 05403 John & Amy Averill 3958 Spear Street Shelburne, VT 05482 Craig S. Bartlett, III 4047 Spear Street Shelburne, VT 05482 Carolyn E. Long Revocable Trust Long Littleton, Exempt Family 1720 Spear Street Trust So. Burlington, VT 05403 1720 Spear Street So. Burlington, VT 05403 Richard & Dawn Derridinger 1575 Dorset Street So. Burlington, VT 05403 P:\AutoCADD Pro jects\2010\10146\City Permitting\SVABUTTERS- PERMITS; NOTIFICATIONS 7- 791-10-CnPar Ct dar William & Gail Lang 1675 Dorset Street So. Burlington, VT 05403 Ayse Floyd 1813 Spear Street So. Burlington, VT 05403 Patricia C. Calkins Trust 1835 Spear Street So. Burlington, VT 05403 Barbara P. Lande Trust 1865 Spear Street So. Burlington, VT 05403 Diane Sylvester 1985 Spear St. So. Burlington, VT 05403 Daniel Martin 401.2 Spear Street Shelburne, VT 05482 Rodolphe & Denise Vallee 4043 Spear Street Shelburne, VT 05482 Lucien & Jane Demers Trust (ref.1505 Dorset St.) P.O. Box 359 Essex Jet, VT 05453 Ruth Trevithick Harold & Eleanor Bensen Janet Farina 1751 Spear Street 1303 Hayward Road 1807 Spear Street So. Burlington, VT 05403 Corinth, VT 05039 So. Burlington, VT 05403 Mary Pappas PO Box 5735 Burlington, VT 05402-5735 Stuart & Helen Hall Trust 1815 Spear Street So. Burlington, VT 05403 George & Shelley Vinal 1845 Spear Street So. Burlington, VT 05403 William Reed 1967 Spear Street So. Burlington, VT 05403 Alan & Diane Sylvester 1985 Spear Street So. Burlington, VT 05403 Harlan & John Sylvester (reL2003 Spear St.) 51 South Street Burlington, VT 05401 Donald R. Cummings 1811 Spear Street So. Burlington, VT 05403 1827 Spear St. LLC Ref.1827 Spear St. 410 Shelburne Rd. So. Burlington, VT 05403 Mark S. Westergard/Curt Moody 1855 Spear Street So. Burlington, VT 05403 Frank Costantino 1971 Spear Street So. Burlington, VT 05403 John & Amy Averill 3958 Spear Street Shelburne, VT 05482 Craig S. Bartlett, III 4047 Spear Street Shelburne, VT 05482 Carolyn E. Long Revocable Trust Long Littleton, Exempt Family 1720 Spear Street Trust So. Burlington, VT 05403 1720 Spear Street So. Burlington, VT 05403 Richard & Dawn Derridinger 1575 Dorset Street So. Burlington, VT 05403 P:\AutoCADD Projects\2010\10146\City Permitting\S VABUTTERS- PERMITS; NOTIFICATIONS 7- 20-10-Spear St..doc William & Gail Lang 1675 Dorset Street So. Burlington, VT 05403 Ayse Floyd 1813 Spear Street So. Burlington, VT 05403 Patricia C. Calkins Trust 1835 Spear Street So. Burlington, VT 05403 Barbara P. Lande Trust 1865 Spear Street So. Burlington, VT 05403 Diane Sylvester 1985 Spear St. So. Burlington, VT 05403 Daniel Martin 4012 Spear Street Shelburne, VT 05482 Rodolphe & Denise Vallee 4043 Spear Street Shelburne, VT 05482 Lucien & Jane Demers Trust (ref.1505 Dorset St.) P.O. Box 359 Essex Jct, VT 05453 �6* villacr. a (o r i n Hall Trust 1827 Spear St. LC atricia C. Calkins Trust reet Ref.1827 Spear 835 Spear Street VT 05403 410 Shelburne Rd. So. Burlington, VT 05403 So. Burlington, VT 0 03 Icy Vinal Mark S. Westergard/Curt ody Barbara P. Lande Trust •eet 1855 Spear Street 1865 Spear Street VT 05403 So. Burlington, VT 05403 So. Burlington, VT 05403 'ane Sylvester eet Frank Costantino 19 Spear St. VT 05403 1971 Spear Street So. B lington, VT 05403 So. Burlington, VT 05403 Sylvester John & Amy Averill Daniel Martin eet 3958 Spear Street 4012 Spear Stree VT 05403 Shelburne, VT 0548 Shelburne, VT 05 2 Sylvester Craig S. Bartlett, II Rodolphe & Denise Vallee r St.) 4047 Spear Stre 4043 Spear Street Shelburne, VT 5482 Shelburne, VT 05482 05401 Lucien & Jane Demers Trust g Revocable Trust Long Little on, Exempt Family (ref.1505 Dorset St.) ,et Trust P.O. Box 359 VT 05403 1720 Sp r Street Essex Jet, VT 05453 So. Bur ington, VT 05403 n Derridinger William & Gail Lang yet 1675 Dorset Street VT 05403 So. Burlington, VT 05403 1146\City BUTTERS- CIFICATIONS 7- Joe CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING DEVELOPMENT REVIEW BOARD Report preparation date: August 10, 2010 \drb\sub\southvillage\96Aiken_SP10-54.doc Application received: July 27, 2010 SOUTH VILLAGE COMMUNITIES LLC 96 AIKEN STREET SITE PLAN APPLICATION #SP-10-54 Agenda # 9 Meeting Date: August 17, 2010 Owners/Applicant Property Information South Village Communities LLC Tax Parcel 1640-01840 c/o SD Ireland companies SEQ Zoning District Ms. Robin Jeffers, Project Manager Williston, VT 05495 Contact David Marshall Civil Engineering Associates, Inc. 10 Mansfield View Lane South Burlinqton, VT 05403 CITY OF SOUTH BURLINGTON 2 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING -- \drb\sub\southvi11age\96Aiken SP10 54doc South Village Communities, LLC, hereafter referred to as the applicant, is seeking site approval to construct a 12 unit multi -family dwelling, 96 Aiken Street. Associate Planner Cathyann La Rose and Administrative Officer Ray Belair, referred to herein as Staff, have reviewed the plans submitted on July 27, 2010 and have the following comments. Zoning District & Dimensional Requirements The subject lot is part of a previously approved master plan for the entire Planned Unit Development known as South Village. The proposed project will meet all dimensional requirements and limits which had been approved as part of the Master Plan approval (MP-04- 01 and the amendment MP-05-02). Building coverage is calculated at 35.8% (maximum approved per MP is 50%) and the overall coverage is proposed to be 70.4% (maximum approved per the MP is 75%). SITE PLAN REVIEW STANDARDS Section 14.06 of the South Burlington Land Development Regulations establishes the following general review standards for all site plan applications: (a) The site shall be planned to accomplish a desirable transition from structure to site, from structure to structure, and to provide for adequate planting, safe pedestrian movement, and adequate parking areas. Access to the building is proposed via a one -directional, 22' wide curb cut from Aiken Street, across lot 4A, or 64 Aiken Street. This is a private entrance drive which is proposed to circulate around 64 and 96 Aiken, in one direction, exiting just south of 96 Aiken. There are parallel parking spaces proposed along most of the length of this drive. The drive splits between the buildings to access underground parking for each building. Staff is concerned with how close the private drive is to the property lines, especially the southern egress. Here, the pavement is as close as two (2) feet from the abutting property. This does not provide any room for landscaped screening, or much room for snow storage. This egress is one direction, yet is 22 feet wide. Staff recommends that the parking space here be removed, and that the drive be narrowed, with a minimum of five feet of separation from the property to the south. The twelve (12) proposed units require twenty-seven (27) parking spaces. This may be reduced to 24 parking spaces if all spaces are in common and not reserved. The site plan includes parking for 27 vehicles. Pedestrian movement is adequate. (b) Parking shall be located to the rear or sides of buildings. Parking is proposed to be located to the rear and underneath of the building. CITY OF SOUTH BURLINGTON 3 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\southvillage\96Aiken SP10-54doc (c) Without restricting the permissible limits of the applicable zoning district, the height and scale of each building shall be compatible with its site and existing or adjoining buildings. The proposed building is a pitched roof structure. The maximum allowable height in the district is 45 feet for a pitched roof. The proposed building is 44'8". Therefore no height waiver is requested or required. (d) Newly installed utility services and service modifications necessitated by exterior alterations or building expansions shall, to the extent feasible, be underground. 3. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. The South Burlington Water Department reviewed a similar set of previously approved plans and provided comments in a letter dated May 8, 2008 (attached). 4. The applicant shall adhere to the comments of the South Burlington Water Department per the letter dated May 8, 2008. (e) The DRB shall encourage the use of a combination of common materials and architectural characteristics, landscaping, buffers, screens and visual interruptions to create attractive transitions between buildings of different architectural styles. The applicant has submitted elevations of the proposed buildings. Staff finds the proposed buildings to be in compliance with this criterion. (t) Proposed structures shall be related harmoniously to themselves, the terrain, and to existing buildings and roads in the vicinity that have a visual relationship to the proposed structures. The applicant has submitted elevations of the proposed buildings. Staff finds the proposed buildings to be in compliance with this criterion. Site plan applications shall meet the following specific standards as set forth in Section 14.07 of the South Burlington Land Development Regulations: (a) The reservation of land may be required on any lot for provision of access to abutting properties whenever such access is deemed necessary to reduce curb cuts onto an arterial of collector street, to provide additional access for emergency or other purposes, or to improve general access and circulation in the area. The proposed building is access via a shared curb cut with a similar 12-unit multi -family building. Furthermore, the overall layout of the subdivision has been reviewed as part of Master Plan review and as a 3-step PUD. Staff does not find any need for additional access to abutting properties in relation to this site plan application. CITY OF SOUTH BURLINGTON 4 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\southvi11age\96Aiken SP10-54doc (b) Electric, telephone and other wire -served utility lines and service connections shall be underground. Any utility installations remaining above ground shall be located so as to have a harmonious relation to neighboring properties and to the site. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. (c) All dumpsters and other facilities to handle solid waste, including compliance with any recycling or other requirements, shall be accessible, secure and properly screened with opaque fencing to ensure that trash and debris do not escape the enclosure(s). The applicants are proposing to locate the trash and recycling facilities between the two buildings, close to Aiken Street and approximately 30 feet from the sidewalk. However, the applicant is proposing to install a block retaining wall with a 6' high fence atop the wall. The applicant should describe the proposed wall. 5. The Board should discuss the proposed wall, as well as provide testimony that the trash enclosure will also be fully screened to prevent debris from escaping. (d) Landscaping and Screening Requirements Based on submitted building costs of $1,500,000, the minimum landscaping budget should be $22,500. The applicant's current on -site landscaping budget for acceptable trees and shrubs is $19,267. Furthermore, a significant number of trees are shown off -site. The applicant must meet the minimum landscaping budget for the lot on -site. 6. The plans shall be revised to show a minimum landscaping budget of $22, 500. The full budget must be shown on site. As the plans are to be revised, the City Arborist has not yet reviewed them for planting details and species selection. He shall review them and provide comments; if necessary they shall be revised. 7. The City Arborist shall review the plans and provide comments. If necessary, the plans shall be revised in compliance with the comments of the City Arborist. Pursuant to Section 13.06(B) of the Land Development Regulations, the plans shall depict snow storage areas that will minimize the potential for run-off. No snow storage areas are shown on the plans. 8. The plans shall be revised to show snow storage areas. A note on the site plan ensures that a bicycle storage rack is to be placed to the front of the building. Lighting Pursuant to Section 13.07(A) of the Land Development Regulations, all exterior lighting shall be shielded and downcasting to prevent light from spilling onto adjacent properties and rights -of - way. CITY OF SOUTH BURLINGTON 5 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\southvillage\96Aiken SP10-54doc The applicant has submitted lighting details for building mounted lights; they meet the standards set forth in the SBLDR. There is no proposed ground or pole -mounted lights. Other Section 9.05B states that the DRB may approve up to 12 dwelling units per structure, provide that "such approval must be granted in conjunction with approval of a Master Plan, and shall require review and a recommendation of approval by the Design Review Committee of the architectural design, massing, materials, landscaping and other site plan features." The Design Review should discuss this plan, per Section 13.07 of the SBLDRs. 9. The Design Review Committee should review the proposed buildings in terms of architectural design, massing, materials, landscaping, and other site plan features, prior to approval by the Development Review Board. Staff recommends that the Board continue Site Review Committee meeting and the applicant included in the comments section of this report. Respectfully submitted, Ca yann aRose, Associate Planner Plan Application #SP-10-54 subject to a Design satisfactorily addressing the conditional items Copy to: Dave Marshall, Civil Engineering Associates, Contact CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING DEVELOPMENT REVIEW BOARD Report preparation date: August 10, 2010 \drb\sub\southvillage\64Aiken_SP10-54.doc Application received: July 27, 2010 SOUTH VILLAGE COMMUNITIES LLC 64 AIKEN STREET SITE PLAN APPLICATION #SP-10-53 Agenda # 8 Meeting Date: August 17, 2010 Owners/Applicant Property Information South Village Communities LLC Tax Parcel 1640-01840 c/o SD Ireland companies SEQ Zoning District Ms. Robin Jeffers, Project Manager Williston, VT 05495 Contact David Marshall Civil Engineering Associates, Inc. 10 Mansfield View Lane South Burlington, VT 05403 CITY OF SOUTH BURLINGTON 2 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\southvillage\64Aiken SP10 53doc South Village Communities, LLC, hereafter referred to as the applicant, is seeking site approval to construct a 12 unit multi -family dwelling, 64 Aiken Street. Associate Planner Cathyann LaRose and Administrative Officer Ray Belair, referred to herein as Staff, have reviewed the plans submitted on July 27, 2010 and have the following comments. Zoning District & Dimensional Requirements The subject lot is part of a previously approved master plan for the entire Planned Unit Development known as South Village. The proposed project will meet all dimensional requirements and limits which had been approved as part of the Master Plan approval (MP-04- 01 and the amendment MP-05-02). Building coverage is calculated at 35.1% (maximum approved per MP is 50%) and the overall coverage is proposed to be 68.6% (maximum approved per the MP is 75%). SITE PLAN REVIEW STANDARDS Section 14.06 of the South Burlington Land Development Regulations establishes the following general review standards for all site plan applications: (a) The site shall be planned to accomplish a desirable transition from structure to site, from structure to structure, and to provide for adequate planting, safe pedestrian movement, and adequate parking areas. Access to the building is proposed via a one -directional, 22' wide curb cut from Aiken Street, across lot 4A, or 64 Aiken Street. This is a private entrance drive which is proposed to circulate around 64 and 96 Aiken, in one direction, exiting just south of 96 Aiken. There are parallel parking spaces proposed along most of the length of this drive. The drive splits between the buildings to access underground parking for each building. Staff is concerned with how close the private drive is to the property lines, especially the southern egress. Here, the pavement is as close as two (2) feet from the abutting property. This does not provide any room for landscaped screening, or much room for snow storage. This egress is one direction, yet is 22 feet wide. Staff recommends that the parking space here be removed, and that the drive be narrowed, with a minimum of five feet of separation from the property to the south. The twelve (12) proposed units require twenty-seven (27) parking spaces. This may be reduced to 24 parking spaces if all spaces are in common and not reserved. The site plan includes parking for 27 vehicles. Pedestrian movement is adequate. (b) Parking shall be located to the rear or sides of buildings. Parking is proposed to be located to the rear and underneath of the building. CITY OF SOUTH BURLINGTON 3 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\southvillage\64Aiken SP10-53doc (c) Without restricting the permissible limits of the applicable zoning district, the height and scale of each building shall be compatible with its site and existing or adjoining buildings. The proposed building is a pitched roof structure. The maximum allowable height in the district is 45 feet for a pitched roof. The proposed building is 42.4'. Therefore no height waiver is requested or required. (d) Newly installed utility services and service modifications necessitated by exterior alterations or building expansions shall, to the extent feasible, be underground. 3. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. The South Burlington Water Department reviewed a similar set of previously approved plans and provided comments in a letter dated May 8, 2008 (attached). 4. The applicant shall adhere to the comments of the South Burlington Water Department per the letter dated May 8, 2008. (e) The DRB shall encourage the use of a combination of common materials and architectural characteristics, landscaping, buffers, screens and visual interruptions to create attractive transitions between buildings of different architectural styles. The applicant has submitted elevations of the proposed buildings. Staff finds the proposed buildings to be in compliance with this criterion. (f) Proposed structures shall be related harmoniously to themselves, the terrain, and to existing buildings and roads in the vicinity that have a visual relationship to the proposed structures. The applicant has submitted elevations of the proposed buildings. Staff finds the proposed buildings to be in compliance with this criterion. Site plan applications shall meet the following specific standards as set forth in Section 14.07 of the South Burlington Land Development Regulations: (a) The reservation of land may be required on any lot for provision of access to abutting properties whenever such access is deemed necessary to reduce curb cuts onto an arterial of collector street, to provide additional access for emergency or other purposes, or to improve general access and circulation in the area. The proposed building is access via a shared curb cut with a similar 12-unit multi -family building. Furthermore, the overall layout of the subdivision has been reviewed as part of Master Plan review and as a 3-step PUD. Staff does not find any need for additional access to abutting properties in relation to this site plan application. CITY OF SOUTH BURLINGTON 4 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\southvilla e\64Aiken SP10-53doc (b) Electric, telephone and other wire -served utility lines and service connections shall be underground. Any utility installations remaining above ground shall be located so as to have a harmonious relation to neighboring properties and to the site. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. (c) All dumpsters and other facilities to handle solid waste, including compliance with any recycling or other requirements, shall be accessible, secure and properly screened with opaque fencing to ensure that trash and debris do not escape the enclosure(s). The applicants are proposing to locate the trash and recycling facilities between the two buildings, close to Aiken Street and approximately 30 feet from the sidewalk. However, the applicant is proposing to install a block retaining wall with a 6' high fence atop the wall. The applicant should describe the proposed wall. 5. The Board should discuss the proposed wall, as well as provide testimony that the trash enclosure will also be fully screened to prevent debris from escaping. (d) Landscaping and Screening Requirements Based on submitted building costs of $1,500,000, the minimum landscaping budget should be $22,500. The applicant's current on -site landscaping budget for acceptable trees and shrubs is $19,267. Furthermore, a significant number of trees are shown off -site. The applicant must meet the minimum landscaping budget for the lot on -site. 6. The plans shall be revised to show a minimum landscaping budget of $22, 500. The full budget must be shown on site. As the plans are to be revised, the City Arborist has not yet reviewed them for planting details and species selection. He shall review them and provide comments; if necessary they shall be revised. 7. The City Arborist shall review the plans and provide comments. If necessary, the plans shall be revised in compliance with the comments of the City Arborist. Pursuant to Section 13.06(B) of the Land Development Regulations, the plans shall depict snow storage areas that will minimize the potential for run-off. No snow storage areas are shown on the plans. 8. The plans shall be revised to show snow storage areas. A note on the site plan ensures that a bicycle storage rack is to be placed to the front of the building. Lighting Pursuant to Section 13.07(A) of the Land Development Regulations, all exterior lighting shall be shielded and downcasting to prevent light from spilling onto adjacent properties and rights -of - way. CITY OF SOUTH BURLINGTON 5 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\southvi1lage\64Aiken SP10-53doc The applicant has submitted lighting details for building mounted lights; they meet the standards set forth in the SBLDR. There is no proposed ground or pole -mounted lights. Other Section 9.05B states that the DRB may approve up to 12 dwelling units per structure, provide that "such approval must be granted in conjunction with approval of a Master Plan, and shall require review and a recommendation of approval by the Design Review Committee of the architectural design, massing, materials, landscaping and other site plan features." The Design Review should discuss this plan, per Section 13.07 of the SBLDRs. 9. The Design Review Committee should review the proposed buildings in terms of architectural design, massing, materials, landscaping, and other site plan features, prior to approval by the Development Review Board. Staff recommends that the Board continue Site Review Committee meeting and the applicant included in the comments section of this report. Respectfully submitted, ,J Cathya V LaRose, AICP, Associate Planner Plan Application #SP-10-53 subject to a Design satisfactorily addressing the conditional items Copy to: Dave Marshall, Civil Engineering Associates, Contact Landscape Review South Village Lot 4A T J Boyle, Assoc, LA 8/23/10 I noticed a couple of discrepancies between the planting schedule and the abbreviations on the plan: 1. MFG listed on the plan but closest thing in planting schedule is MFJ, Malus fuji ' 2. PB listed on the plan, closest thing in planting schedule is P x B, Pyrus x `bartlett' Item 6 in General Planting Notes should be changed to read that all root wrapping materials shall be removed (regardless of whether or not they are natural or synthetic) Lot 4A Condominium Lot 4A Zoning Setback Summary Req'd Existing Proposed Front Yard Setback (Ft) 10 NA 11 Side Yard Setback (Ft) 5 NA 31 Rear Yard Setback (Ft) 5 NA 28 Building Coverage (Ft) 50% 0.0% 35.1% Lot Coverage (Ft) 75% 0.0% 68.6% Building Height (Ft) 45 0.0 42.4 Lot 4A Average Existing Grade Computation Elev Elev Avg. 4.8 5.8 5.3 5.8 5.8 5.8 5.8 6.8 6.3 6.8 6.8 6.8 6.8 5.8 6.3 5.8 5.7 5.8 5.7 5.6 5.7 5.6 5.8 5.7 5.8 6 5.9 6 6.8 6.4 6.8 6.8 6.8 6.8 6.6 6.7 6.6 6.6 6.6 6.6 6.7 6.7 6.7 6.8 6.8 6.8 6.4 6.6 6.4 6.4 6.4 6.4 5.7 6.1 5.7 5.5 5.6 5.5 4.6 5.1 4.6 4.4 4.5 4.4 4.2 4.3 4.2 4.3 4.3 4.3 4.6 4.5 4.6 5 4.8 5 4.8 4.9 4.8 4.5 4.7 Existing Average Grade 375.7 Threshold 379.2 Height above threshold 41.5 Total Height 45.0 Length 16 10 29 10 16 10 8 35 8 40 37 8 13 8 10 16 10 29 10 16 10 8 13 8 77 8 13 476 85 58 183 68 101 58 45 200 47 256 252 54 86 53 68 106 64 175 56 81 45 34 55 36 370 39 60 2733 Prepared by T.J. Boyle Associates, LLC SOUTH VILLAGE LOT 4A: PLANTING SCHEDULE July 26, 2010 Trees Qty Code Scientific Name Common Name Size Spec Edible Notes Unit Price Installed 1 AG ACER griseum Paperbark Maple 10' Ht. B&B clump, 3 stems $ 240.00 $ 600,00 3 AxG AMELANCHIER x grandiflora Apple Serviceberry (Juneberry) 8' Ht. B&B X clump, 6-7 stems $ 120.00 $ 900.00 3 CM CORNUS mas Cornelian Cherry 8' Ht. B&B X clump. 3-5 stems $ 110.00 $ 825.00 3 GTIS GLEDITSIA U.'Skyline' Skyline Honeylocust 2.5" Cal. B&B $ 175.00 $ 1,312.50 1 JC JUGLANS cincerea Butternut 2.5" Cal. B&B X $ 235.00 $ 587.50 2 MFJ MALUS'Fuji' Fuji Fruiting Apple 2.5" Cal. B&B X $ 230.00 $ 1.150.00 2 MMC MALUS'Mclntosh' McIntosh Fruiting Apple 2.5" Cal. B&B X $ 226.00 $ 1.140.00 1 PG1 PICEA glauca White Spruce 10' Ht. B&B $ 260.00 $ 650.00 1 PG2 PICEA glauca White Spruce 7' Ht. B&B $ 128.00 $ 320.00 2 PxB Pyrus x'Bartlett' Bartlett Pear 2.5" Cal. B&B X $ 260.00 $ 1,300.00 1 PxS Pyrus x'Seckel' Seckel Pear 2.5" Cal. B&B X $ 260.00 $ 650.00 4 OR QUERCUS rubra Red Oak 2.5" Cal. B&B $ 224.00 $ 2.240.00 17 TOE ITHUJA occidentalis'Emerald' I Emerald Arborvitae 5' Ht. B&B 1 30" O.C. - maintain at 5-6' ht. I S 42.00 $ 1.785.00 Sub -Total S 13,460.00 Shrubs Qty Code Scientific Name Common Name Size Sec Notes wholesale installed 5 AAR AMELANCHIER anifolia'Regent' Regent Serviceberry 36" Cont. X 4' O.C. S 24.50 $ 306.25 2 AAB ARONIA arbutifolia'Brilliantissima' Brilliant Red Chokeberry 5' Ht. B&B S 56.00 S 280.00 1 CB CORNUS baileyi Bailey Dogwood #5 Cont. X S 25.50 S 63.75 5 PB PRUNUS besseyi Hansen's Bush Cherry 36" Ht. Cont. X 2' O.C. 5 36.00 $ 450.00 10 RBS RIBES'Ben Sarek Black' Ben Sarek Black Currant 36" Ht. Cont. X $ 28.00 $ 700.00 10 RHR RIBES'Hinnonmaki Red' Hinnomaki Red Gooseberry 36" Ht. Cont. X $ 28.00 $ 700.00 6 RA RUBUS'Arapaho' Arapaho Blackberry 30" Ht. Cont. X $ 26.50 $ 397.50 6 RD RUBUS'Darrow' Darrow 30" Ht. Cont. X $ 26.50 $ 397.50 13 TMD TAXUS x m. 'Densiformis' Everow Yew 30" Ht. B&B 3.5' O.C. $ 32.00 $ 1,040.00 10 THE TAXUS x m. 'Everlow' Everlow Yew 30" W. B&B 4'-3" O.C. $ 40.00 $ 1.000.00 Sub -Total S 5.335.00 Groundcovers & Grasses Qty. Code Scientific Name Common Name Size Sec Notes wholesale installed 180 ABG JAJUGA reptans'Burgundy Glow' Burgundy Glow Bugleweed 8" Clump Cont. loll O.C. $ 4.00 S 1,800.00 9 PVCN IPANICUM v. 'Cloud Nine' Cloud Nine Switch Grass #5 Cont. Cont. $ 15.00 $ 337.50 200 WT IWALDSTEINIA ternata Barren Srawberry 2 Qt. Cont. 10" O.C. $ 3.20 $ 1.600.00 Sub -Total S 3,737.50 Perennials Qt . Code Scientific Name Common Name Size Sec Notes wholesale installed 10 HSD HEMEROCCALLIS' Stella d Oro' #2 Cont. $ $ PM lPerennial & Hosta Mix #2 Cont. Cont. TO BE DETERMINED S $ Sub -Total S GRAND TOTAL:j $ 22,532.50 (Page 1 of 1) Site Plan Application Permit Number SP- / 0 - LOT 413 - APPLICATION FOR SITE PLAN REVIEW All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the site plan will result in your application being rejected and a delay in the review before the Development Review Board. OWNER OF RECORD (Name as shown on deed, mailing address, phone and fax #): South Village Communities, LLC c% SD Ireland Companies Ms. Robin Jeffers, Project Manager Williston, Vermont 05495 Ph 1-802-863-2946 Email: f obin(a� SDIRELAND.COM 2. LOCATION OF LAST RECORDED DEED (Book and page #): Book 419 Page 454-455 3. APPLICANT (Name, mailing address, phone and fax #): South Village Communities, LLC c/o SD Ireland Companies Ms. Robin Jeffers, Project Manager Williston, Vermont 05495 Ph 1-802-863-2946 Email: robin a)SDIRELAND.COM 4. CONTACT PERSON (person who will receive all correspondence from Staff. Include name, address, phone & fax #): David S. Marshall Civil Engineering Associates, 10 Mansfield View Lane, South Burlington, Vermont 05403 Ph 864-2323 x310 F 864-2271 Email: dmarshall@cea-vt.com 5. PROJECT STREET ADDRESS: I548 SpearStree / (e 4//<)VJ 51 6. TAX PARCEL ID # (can be obtained at Assessor's Office): 1640-01840 7. PROJECT DESCRIPTION a. General project description: Construction of 12-unit condominium building and associated infrastructure. Site Plan Application b. Existing Uses on Property (including description and size of each separate use): None c. Proposed Uses on property (include description and size of each new use and existing uses to remain): One 12-unit residential condominium building. d. Total building square footage on property (proposed buildings and existing buildings to remain): 0 SF Existing, one proposed building at 8,121 SF. e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine): 3 Floors plus underground parking. f. Number of residential units (if applicable, new units and existing units to remain): 12 g. Number of employees & company vehicles (existing and proposed, note office versus non - office employees): Not applicable. h. Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): Please see cover letter. 9. LOT COVERAGE (ALL information MUST be provided here, even if no change is proposed) a. Size of Parcel: Proposed Lot 4B - 0.52 Acres (22,651 SF) b. Building Coverage: Existing: 0 square feet: 0 % Proposed: 8121 square feet 35.8 % c. Overall Coverage (building, parking, outside storage, etc): Existing: 0 square feet: 0 % Proposed: 15,970 square feet 70.4 % d. Front Yard Coverage(s) (commercial projects only): NA Existing: 0 square feet: 0.0 % Proposed: 0 square feet 0 % e. Total area to be disturbed during construction (sq. ft.) 1.5 Acres for both Lots 4A and 4113* Site Plan Application * Projects disturbing more than one-half acre of land must follow the City's specifications for erosion control in Article 16 of the Land Development Regulations. Projects disturbing more than one acre require a permit from the Vermont Department of Environmental Conservation. 9. COST ESTIMATES a. Building (including interior renovations): $ 1,500,000 b. Landscaping: $ 22,500 minimum c. Other site improvements (please list with cost): $150,000. 10. ESTIMATED TRAFFIC a. Average daily traffic for entire property (in and out): 191 VPD b. A.M. Peak hour for entire property (in and out): 8 VPH (weekday) As taken from South Village Traffic Study— ITE LUC 221 c. P.M. Peak hour for entire property (In and out): 9 VPH (weekday) 11. PEAK HOURS OF OPERATION: 8 to 9 Am and 5 to 6 PM 12. PEAK DAYS OF OPERATION: Monday through Friday 13. ESTIMATED PROJECT COMPLETION DATE: Summer, 2011 14. ABUTTERS (please list all abutting landowner. Include mailing address. Also include those across a street or right-of-way. You may use a separate sheet if necessary) Please see attached list 15. SITE PLAN AND FEE A site plan shall be submitted which shows the information listed on Exhibit A attached. Five (5) regular size copies and one reduced copy (11" x 17") of the site plan must be submitted. A site plan application fee shall be paid to the City at the time of submitting the site plan application (see Exhibit A). I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. Site Plan Application 15. SITE PLAN AND FEE A site plan shall be submitted which shows the information listed on Exhibit A attached. Five (5) regular size copies and one reduced copy 01" x 17") of the site plan must be submitted. A site plan application fee shall be paid to the City at the time of submitting the site plan application (see Exhibit A). I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. SIGNATURE O PLICANT IGNATURE OF PROP► WY OWNER Do not write below this line PRINT NAME DATE OF SUBMISSION: Lld REVIEW AUTHORITY: Development Review Board 11 Administrative Officer I have reviewed this site plan application and find it to be: Complete F) Incomplete -7, rector of Planning & Zoning or Designee Date Lot 4B Condominium Lot 4B Zoning Setback Summary Req'd Existing Proposed Front Yard Setback (Ft) 10 NA 11 Side Yard Setback (Ft) 5 NA 29 Rear Yard Setback (Ft) 5 NA 26 Building Coverage (Ft) 50% 0.0% 35.8% Lot Coverage (Ft) 75% 0.0% 70.4% Building Height (Ft) 45 0.0 44.8 Lot 4A Average Existing Grade Computation Elev Elev Avg. 73.4 74.3 73.9 74.3 74.3 74.3 74.3 75.3 74.8 75.3 75.4 75.4 75.4 75.9 75.7 75.9 75.9 75.9 75.9 76.2 76.1 76.2 76.7 76.5 76.7 78 77.4 78 77 77.5 77 77.9 77.5 77.9 78.1 78.0 78.1 78 78.1 78 77.3 77.7 77.3 76.7 77.0 76.7 75.7 76.2 75.7 76.2 76.0 76.2 76.2 76.2 76.2 73.7 75.0 73.7 72.5 73.1 72.5 72.9 72.7 72.9 72.5 72.7 72.5 73.2 72.9 73.2 73.4 73.3 73.4 77.2 75.3 77.2 72.9 75.1 72.9 73.4 73.2 Existing Average Grade 375.7 Threshold 380.7 Height above threshold 41.5 Total Height 46.5 Length 16 10 29 10 16 10 8 35 8 40 37 8 13 8 10 16 10 29 10 16 10 8 13 8 77 8 13 476 1182 743 2169 754 1210 759 608 2676 619 3100 2866 624 1015 621 770 1219 760 2210 750 1170 727 582 947 586 5798 600 951 36014 Prepared by T.J. Boyle Associates, LLC SOUTH VILLAGE LOT 4B: PLANTING SCHEDULE July 26, 2010 Trees . Code Scientific Name Common Name Size Spec Edible Notes Unit Price Installed 2 AG ACER griseum Paperbark Maple 10' Ht. B&B Gump 3 stems $ 240.00 $ 1,200.00 PQt 1 AxG AMELANCHIER x grandiflora Apple Serviceberry (Juneberry) 8' Ht. B&B X clump 6-7 stems $ 120.00 $ 300.00 3 CM CORNUS mas Cornehan Cherry 8' Ht. B&B X clump 3-5 stems $ 110.00 S 825.00 3 GTIS GLEDITSIA U. 'Skyline' Skyline Honeylocust 2.5"Cal. B&B $ 175.00 $ 1,312.50 1 JC JUGLANS cincerea Butternut 2.5" Cal. B&B X $ 235.00 $ 587.50 2 MFJ MALUS'Fuji' Fuji Fruiting Apple 2.5" Cal. B&B X $ 230.00 $ 1,150.00 2 MMC MALUS'Mclntosh' McIntosh Fruiting Apple 2.5" Cal. B&B X $ 228.00 $ 1,140.00 1 PG1 PICEA glauca White Spruce 10' Ht. B&B $ 260.00 $ 650.00 2 PMR PRUNUS x'Mount Royal' Mount Royal Plum 2" Cal. B&B X $ 165.00 $ 825.00 1 PxB Pyrus x'Bartlett' Bartlett Pear 2.5" Cal. B&B X S 260.00 $ 650.00 1 Pxs Pyrus x'Seckel' ISeckelPear 2.5" Cal. I B&B I X $ 260.00 $ 650.00 3 QR QUERCUS rubra Red Oak 2.5" Cal. B&B S 224.00 $ 1.680.00 17 TOE JTHUJA occidentalis'Emerald' I Emerald Arborvitae 5' Ht. I B&B 1 30" O.C. --maintain at 5-6' ht. I $ 42.00 $ 1.785.00 Sub -Total S 12,755.00 Shrubs Qty Code Scientific Name Common Name Size Sec Notes wholesale installed 3 AAR AMELANCHIER a nifolia'Regent' Regent Serviceberry 36" Cont. X 4' O.C. $ 24.50 $ 183.75 2 AAB ARONIA arbutifolia'Brilliantissima' Brilliant Red Chokeberry 5' Ht. B&B $ 56.00 $ 280.00 1 CB CORNUS baileyi Bailey Dogwood #5 Cont. X $ 25.50 $ 63.75 8 FNH FORSYTHIA'New Hampshire Gold' New Hampshire Gold Forsythia 4' Ht. Cont. X $ 30.00 $ 600.00 3 PB PRUNUS besseyi Hansen's Bush Cherry 36" Ht. Cont. X 2' O.C. $ 36.00 S 270.00 10 RAG RHUS aromatica'Grow Low' Grow Low Sumac #5 Cont. Cont. $ 28.00 $ 700.00 10 RBS RIBES 'Ben Sarek Black' Ben Sarek Black Currant 36" Ht. Cont. X $ 28.00 $ 700.00 10 RHR RIBES'Hinnonmaki Red' Hinnomaki Red Gooseberry 36" Ht. Cont. X $ 28.00 $ 700.00 7 RH RUBUS'Heritage' Heritage Raspberry 36" Ht. Cont. X 2' O.C. $ 30.00 $ 525.00 6 RB RUBUS'Boyne' Boyne Raspberry 36" Ht. Cont. X 2' O.C. $ 30.00 $ 450.00 13 TMD TAXUS x m. 'Densiformis' Everlow Yew 30" Ht. B&B 3.5' O.C. $ 32.00 S 1,040.00 10 THE TAXUS x m. Everlow' Everow Yew 30" W. B&B 4'-3" O.C. $ 40.00 $ 1.000.00 Sub -Total S 6,512.50 Groundcovers & Grasses Qt . Code Scientific Name Common Name Size Sec Notes wholesale I installed 220 1 ABG JAJUGA reptans'Burgundy Glow' Burgundy Glow Bugleweed 8" Clump Cont. loll O.C. $ 4.00 $ 2.200.00 130 1 WT IWALDSTEINIA ternata jBarren Srawberry 1 2 Cit. I Cont. 1 101, O.C. $ 3.20 $ 1,040.00 Sub -Total $ 3240.00 Perennials Qty. Code Scientific Name Common Name Size Sec Notes wholesale installed 4 1 HSD 1HEMEROCCALLIS'Stella d Oro' #2 Cont. $ $ PM jPerennial & Hosta Mix #2 Cont. Cont. TO BE DETERMINED 1 $ $ Sub -Total $ GRAND TOTAL: 1 $ 22,507.50 (Page 1 of 1) Ruth Trevithick 1751 Spear Street So. Burlington, VT 05403 Mary Pappas PO Box 5735 Burlington, VT 05402-5735 Stuart & Helen Hall Trust 1815 Spear Street So. Burlington, VT 05403 George & Shelley Vinal 1845 Spear Street So. Burlington, VT 05403 William Reed 1967 Spear Street So. Burlington, VT 05403 Alan & Diane Sylvester 1985 Spear Street So. Burlington, VT 05403 Harlan & John Sylvester (ref.2003 Spear St.) 51 South Street Burlington, VT 05401 Harold & Eleanor Bensen 1303 Hayward Road Corinth, VT 05039 Donald R. Cummings 1811 Spear Street So. Burlington, VT 05403 1827 Spear St. LLC Ref.1827 Spear St. 410 Shelburne Rd. So. Burlington, VT 05403 Mark S. Westergard/Curt Moody 1855 Spear Street So. Burlington, VT 05403 Frank Costantino 1971 Spear Street So. Burlington, VT 05403 John & Amy Averill 3958 Spear Street Shelburne, VT 05482 Craig S. Bartlett, III 4047 Spear Street Shelburne, VT 05482 Carolyn E. Long Revocable Trust Long Littleton, Exempt Family 1720 Spear Street Trust So. Burlington, VT 05403 1720 Spear Street So. Burlington, VT 05403 Richard & Dawn Derridinger 1575 Dorset Street So. Burlington, VT 05403 P:\AutoCADD Pro j ects\2010\10146\City Permitting\S VABUTTERS- PERMITS; NOTIFICATIONS 7- 20-10-Spear St..doc William & Gail Lang 1675 Dorset Street So. Burlington, VT 05403 Janet Farina 1807 Spear Street So. Burlington, VT 0.5403 Ayse Floyd 1813 Spear Street So. Burlington, VT 05403 Patricia C. Calkins Trust 1835 Spear Street So. Burlington, VT 05403 Barbara P. Lande Trust 1865 Spear Street So. Burlington, VT 05403 Diane Sylvester 1985 Spear St. So. Burlington, VT 05403 Daniel Martin 4012 Spear Street Shelburne, VT 05482 Rodolphe & Denise Vallee 4043 Spear Street Shelburne, VT 05482 Lucien & Jane Demers Trust (ref.1505 Dorset St.) P.O. Box 359 Essex Jet, VT 05453 CIYI! It' Nrll IIEi,k11 Ir A _'S) "S"OOCI A rES, IINIC�. 10 Mansfield View Lane South Burlington, VT 05403 July 26, 2010 Ms. Cathyann LaRose, Assistant Planner City of South Burlington 575 Dorset Street South Burlington, Vermont 05403 Re: South Village PRD South Village Communities, LLC Site Plan Applications for Lots 4A & 4B Dear Ms. LaRose: Phone: 802-864-2323 Fax: 802-864-2271 E-Mail: mail@cea-vt.com RECEIVED JUL 26 2010 City of So. Burlington As the previous Site Plan approval from the City has lapsed, South Village Communities, LLC hereby submits two Site Plan applications, one each for Lots 4A and 4B which detail the proposed site improvements and 12-unit condominium buildings. The application packages are being simultaneously submitted to reflect the fact that each lot relies upon the other for access and egress from the condominium parking garages. The access into the property will be from the north with one-way circulation to a common entry to the subsurface garages. Egress will be via a one-way circulation pattern to the point of egress at the south end of Lot 4B. Landscaping - The proposed landscaping plan for each lot has taken advantage of the natural screening on the made available when the condominium lot on Aiken Street was shifted to the south as part of the Development Review Boards approval of the property line revisions in January, 2008. The Site Plan application seeks approval for proposed landscaping on Lot 4A and Lot 4B. The surrounding landscaping at the detention pond and just off property is shown for context but not as part of the Lot 4A or Lot 4B site plan approval. The value of the proposed planting on each parcel is included as an attachment to each application. Building Height - The proposed building is three stories tall as it relates to the street frontage with underground parking. Approximately Y2 of the garage will be above grade on the west side of the buildings to reflect the topography sloping down and away from the site in the westerly direction. Ms. Cathy LaRose Page 2 of 3 July 26, 2010 Building Elevations The regulatory building elevations is summarized below: Lot 4A Lot 4A Building Avg. Preconst Grade 375.7 1st Floor Elevation 378.6 Feet from 1 st Flr to Mid Pt 39.5 Elev at Midpoint of sloped roof 418.1 42.4' Lot 4B Buildina 375.7 381.0 39.5 420.5 44.8' The maximum allowed building height for a sloped roof building is 45 feet and both proposed buildings comply with this requirement. Parking - Two spaces per unit are required for the 12 units of housing for each building. This application proposes to provide 27 spaces in comparison to the 24 required. The SBLDR and ADAAG require that for the combined 54 spaces that 3 handicap spaces be provided. Two (2) of these spaces have been located inside the garages and one has been provided along the egress drive as close as possible to the ADA compliant public access (front door) entry. The handicap loading area in each garage has been provided near the elevator. This also allows ready access to the elevators for patron use. As the surface parking lots are fairly small in size, they do not trigger the parking lot landscaping and green space requirements. Trash Retention - The trash and recycling will be stored in the enclosed dumpster located between the two garage entry points. Front Building Setback - The main building complies with the 10' front yard setback set forth in the Master Plan. This lot is not one identified as being eligible for the 5' front yard setback recently approved by the DRB. Lot Coverage Waiver - The city previously granted a lot coverage waiver for the condominium buildings on Lot 4 from 65% to 75%. The Lot coverages for Lots 4A and 4B are 68.4% and 70.2% respectively. No change in the required lot coverage for the entire project is being requested. In fact the computed lot coverage is still in the range of 16% for the entire build -out Ms. Cathy LaRose Page 3 of 3 July 26, 2010 This completes our summary of the proposed changes that are reflected in the Site Plan Application for the Lot 4A and Lot 4B Condominium Buildings. If you should have any questions, please feel free to contact me at 864-2323 x310. Respectfully, avid S. Marshall, P.E. Project Engineer \dsm Attachments: Lot 4A Site Plan Application & Application Fee ($186) Zoning Summary Landscaping Value Lot 413 Site Plan Application & Application Fee ($186) Zoning Summary Landscaping Value 1 set of 11" x 17" plans, 5 sets of full size plans cc: R. Jeffers (w/ enclosures, 11x17 plans) M. Dufresne (w/ enclosures, 11 x17 plans) M. Buscher (w/ enclosures, 11 x17 plans) CEA File 10146.00 (w/ enclosure) P:\AutoCADD Projects\2010\10146\City Permitting\LaRose- Lot 4 Site Plan Application Cover letter.wpd ClV1! tNGANttMNGASSOCIAft"Mr0. 10 Mansfield View Lane South Burlington, VT 05403 August 12, 2010 Ms. Cathyann LaRose, Assistant Planner City of South Burlington 575 Dorset Street South Burlington, Vermont 05403 Re: South Village PRD South Village Communities, LLC Site Plan Applications for Lots 4A & 4B Dear Ms. LaRose: Phone: 802-864-2323 Fax: 802-864-2271 E-Mail: mail@cea-vt.com Thank you for taking the time to review the current site plan application submitted for the proposed 12-unit condominium buildings on Lots 4A and 4B. We offer the following supplemental information. Building Height - We understand that Ray Belair has confirmed that the SEQ NR District has a maximum building height of 45 feet. The regulatory building elevations are summarized below: Lot 4A Building Lot 4B Building Avg. Preconst Grade 375.7 375.7 1" Floor Elevation 378.6 381.0 Feet from 1" Flr to Mid Pt 39.5 39.5 Elev at Midpoint of sloped roof 418.1 420.5 42.4' 44.8' As both of these values are less than 45 feet, no waivers are required. Landscaping - The applicant has developed a screening plan for the undeveloped lots on the north and south side of these buildings. At this time the applicant is presenting this as a formal component of the application< even though portions are off property, the applicant recognizes that the implementation of the screening on these two residential lots will only benefit these two lots and should be undertaken now as part of this project. Site Lighting - All of the site lighting will be building mounted and is intended to provide localized lighting levels near the face of the building. We have attached the catalog cuts of the proposed lighting to be used for the two buildings. Ms. Cathy LaRose Page 2 of 2 August 12, 2010 HVAC Placement - The site plans have been updated to reflect the proposed location of the ground mounted HVAC units. The landscaping plan has been updated to show these features and the supplemental landscape materials. Miscellaneous Permits - Miscellaneous Permit applications have been included in this package to reflect the proposal to place fill material beyond the Lot 4A and 4B lot lines. This completes our summary of the proposed submittal updates associated with the Site Plan Applications for the Lot 4A and Lot 4B Condominium Buildings. If you should have any questions, please feel free to contact me at 864-2323 x310. Respectfully, i avid S. Marshall, P.E. Project Engineer \dsm Attachments: Building Mounted Lighting Cuts Miscellaneous Permit application (Under Separate Cover) 1 set of updated 11" x 17" plans, 5 sets of full size updated plans cc: R. Jeffers (w/ enclosures, 11 x1 7 plans) M. Dufresne (w/ enclosures, 11 x1 7 plans) M. 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Discount oat ysstr purehasel 1 of 2 7/26/2010 9:50 ANI CONSENT TO ACTION BY THE SOLE MANAGER OF SOUTH VILLAGE COMMUNITIES, LLC The undersigned, being the sole manager of South Village Communities, LLC, a Vermont Limited Liability Company (the "Company"), hereby consents in writing to the adoption of the following resolutions and to the actions that they authorize, all in lieu of actions taken at a duly called and held special meeting of the manager of the Company, and hereby directs that a copy of this written consent be inserted in the Company's record book. RESOLVED: That the Company shall convey certain real estate (hereinafter the "Property") located in the City of South Burlington, Vermont, and being described more particularly as Lots and Condominium Units in South Village, a multi -phased conservation community located on Spear Street in South Burlington, all as created and described in the Declaration of South Village Community Association, and Covenants, Conditions and Restrictions, dated May 22, 2008, and recorded in Volume 815, Pages 384-467 of the City of South Burlington Land Records. RESOLVED: That the Company shall execute Purchase and Sale Agreements and all other documents and deeds reasonably necessary to construct, finance and convey Lots and Condominium Units in South Village. RESOLVED: That, ? c,r-�s or Robin Jeffers and each of them individually without the concurrence of the others, shall be and hereby are authorized and directed to execute and deliver such documents and take such actions as may be necessary or desirable to further any and all of the above resolutions and consummate the permitting, construction, finance and sale of Lots and Condominium Units in.South Village. RESOLVED: That all prior actions taken by the officers of the Company in furtherance of the permitting, development, financing, construction and sale of the Property are hereby ratified and affirmed. Effective as of -&- a.m. on the Z '� day of _,�e" :, % 2009. SOUTH VILLAGE COMMUNITIES, LLC By: Sc (Sole Mana er) By: 637818 0: 8346-00013 V: 892 PG: 24* NOTICE OF CONDITIONS OF SUBDIVISION APPROVAL WHEREAS, South Village Communities, LLC, a Vermont limited liability company with its principal place of business in Burlington, Vermont, (hereinafter "Owner"), is the owner of certain property known as "South Village," consisting of 334 lots, located on 220 acres of land, more or less, located at 1840 Spear Street, in the City of South Burlington, Vermont, and; r WHEREAS, Owners obtained approval from the South Burlington Development Review Board for the three -lot subdivision of Lot 14, as shown on a plan entitled "Plat of Survey, Lot 14 Townhouses, South Village Communities, LLC, 42 East Fisher Lane, South Burlington, Vermont" prepared by Civil Engineering Associates, Inc., dated August 7, 2009 (the "Plat") and recorded at 01 Map Slide y 3 of the City of South Burlington Land Records (the "Property" herein) by a Decision of the Development Review Board dated September 1, 2009; and WHEREAS, the Development Review Board=s approval imposes certain conditions on the subject property; NOW THEREFORE, Owner hereby gives notice that the Property is subject to the following conditions and restrictions which shall run with and be binding upon the land unless or until modified or removed by the South Burlington Development Review Board or its successor: herein. 1. All previous approvals and stipulations shall remain in full effect except as amended 2. This project shall be completed as shown on the Plat. For purposes of planning and zoning, the three (3) lots included in the subdivision shall be considered one (1) 14,155 sq. ft. lot. CITY CLERK'S OFFICE Received Sep IIY2009 08:52A Recorded in VOL: 842 PG: :7-,:a j OF So. Burlington Land Record-5 At<t *--st -- Donna Kin%li1le Citq Clerk 00005535 V : 892,., PG : 248 4. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications -shall be underground. 5. Any changes to the final plat plan -shall require approval of the South Burlington Development Review Board. 6. This Notice of Conditions shall be recorded in the City of South Burlington Land Records and shall be referred to in any deed conveying the Property or an interest in the Property. 7. This Notice of Conditions shall be binding upon the owners and the owners' successors and assigns. Dated at Burlington, Vermont, this /d day of September, 2009. SOUTH VILLAGE COMMUNITIES, LLC IW STATE OF VERMONT ) COUNTY OF CHITTENDEN) ss. Duly authorized agent At Burlington, on this 10M dayof StPrtNSER , 2009, TAnD SCdcaER duly authorized agent of South Village Communities, LLC, personally appeared before me, and he/she acknowledged this instrument by him/her sealed and subscribed, to be his/her free act and deed and the free act and deed of South Village Communities, LLC. Before me, .f Notary Public My Commission Expires 02/10/11 2 F- E Uhno.5� 3 � � __ CITY of SOUTH BURLING TON DEPARTMENT of PLANNING d ZONING SOUTH VILLAGE COMMUNITIES, LLC MASTER PLAN APPLICATION ##MP-04-01 FINDINGS of PACT & DECISION South Village Communities, LLC, hereafter referred to as the applicant, is seeking Master Plan approval pursuant to Section 15.07 of the South Burlington Land Development Regulations for a planned unit development consisting of: 1) a 334 residential unit traditional neighborhood design to include single-family, two-family, and multi -family dwelling units, 2) a 100-student educational facility, and 3) a 35-acre community -supported farm, 1840 Spear Street. Master Plan approval for this property is required by Section 15.07(B)(1) of the South Burlington Land Development Regulations as a prerequisite to the development of ten (10) or more residential units in the Southeast Quadrant Zoning District (SEQ). The Development Review Board held its final public hearing on the subject application on February 8, 2005. Based on testimony provided at the above mentioned public hearings and the plans and supporting materials in the document file for this application, the Development Review Board finds, concludes, and decides the following: FINDINGS of FACT 1. This application consists of a Master Plan for a planned unit development consisting of 334 residential units; a 100-student educational facility, and a 35- acre community -supported farm, 1840 Spear Street. 2. The application is based upon a plan entitled "South Village — Master Plan - Spear Street — South Burlington, Vermont". 3. The owner of record of the property is Paul Calkins. 4. The application was deemed complete pursuant to 15.07(3) of the Land Development Regulations. Master Plan Application The following information was relied upon in making this decision pursuant to Section 15.07(C)(3) of the Land Development Regulations: a. An accurate Master Plan has been submitted. b. The title block is "South Village — South Burlington, Vermont — Spear Street and Allen Road." c. The plans were prepared by Civil Engineering Associates, Inc.; Looney Ricks Kiss; TND Engineering; LandWorks; and Applied Ecological Services, Inc. d. A list of abutters was provided with the application and the names of abutters are included on sheet C2.1 of the plans. e. The Master Plan application and the plans referenced in (b) above include the following information: i. The combined area of the property subject to the Master Plan is 224.18 acres. ii. The plan indicates that 58.3 acres (Phase 1: 25 acres; Phase 2: 18.2 acres; and Phase 3: 15.1 acres) are proposed for development and 165.88 acres are proposed for open space. iii. Public amenities and facilities indicated on the plans include public streets, a public water system, a public sewer system; a public stormwater drainage system, and a public recreation path. iv. The maximum overall coverage proposed for the property is 13.9% (30% permitted). The maximum building coverage proposed for the entire property is 5.5% (15% permitted). v. The total number of residential dwelling units proposed by the applicant for the entire property is 334. This total includes the 269 units yielded through the base density in the Southeast Quadrant (1.2 units/acre), plus the 65 units yielded through the 25% density bonus for providing mixed -rate housing, pursuant to Section 13.14 of the Land Development Regulations. A The traffic study prepared by TND Engineering estimates a maximum PM peak hour VTE count of 336. vii. The sewer and water master plan is depicted on sheet C5.0 of the plans and has been reviewed by the City Engineer and the Superintendent of South Burlington Water Department. viii. The roadway and sidewalk details, including the proposed hierarchy system, are outlined on sheets T4.1 though T4.6 of the plans. The plans have been reviewed and by the Director of Public Works. ix. The existing conditions plans on sheet C2.1 of the plans depict 2' contour intervals. Other sheets depict 5' contour intervals, which are in compliance with this requirement. x. The boundary survey for the property is depicted on sheet S1.0 of the plans. A The proposed northerly and southerly street intersections have been staked in the field and have been designed to intersect existing driveways and/or undeveloped lots along the westerly side of Spear Street. xii. The roadway waivers that the applicant is requesting are as follows: ® Minimum pavement width for collector streets from 30' to: 20' at wetland crossings; 28' (2-14' lanes) for A Street (Section B1/-66); 28' with parking on one side and 20' at bulbouts; and 26' (with a 28' structural base under designated "collector routes provided that adequate clearances are provided for large vehicle turning movements). 2 ® Minimum pavement width for local streets from 28' to: 20' at wetland crossings; 26' with parking on one side; and 24' with no striped parking (parking is prohibited). ® Minimum radius of curves for collector streets from 500' to 300' (30 mph) or 180' (25 mph). a Minimum radius of curves for local streets from 300' to 180'. ® Minimum tangent length between curves for collector streets from 150' to 50'. ® Minimum tangent length between curves for local streets from 100' to 50'. ® Minimum distance between centerline offsets for local streets from 200' to those dimensions outlined below: C Street to D Street along F Street - 145' G Street to C Street along F Street - 150' G Street to B Street along F Street - 145' Common Lane (south) to E Street along E Street - 60' Y Common Lane (south) to E Street along D Street - 86' Common Lane (north) to A Street along A Street- 50' Common Lane (north) to A Street along B Street - 190' Minimum vertical (stopping) sight distance from 300' to 150' for collector streets (25 mph posted speed). No waiver is requested for proposed street intersections at Spear Street. Minimum vertical (stopping) sight distance from 200' to 150' for local streets (25 mph posted speed). Minimum horizontal (corner) sight distance for collector streets from 500' to 280' on internal South Village intersections with collector roads (i.e. A Street, D Street, E Street), stopping sight distance requirements should be met at all remaining intersections based on expected operating speeds of on -site traffic. No waiver is requested for proposed street intersections at Spear Street tD Minimum horizontal (comer) sight distance for local streets from 500' to 280' on internal South Village intersections with collector roads (i.e. A Street, D Street, E Street), stopping sight distance requirements should be met at all remaining intersections based on expected operating speeds of on -site traffic. xiii. The Southeast Quadrant dimensional standard waivers that the applicant is requesting are as follows: A Single-family minimum lot size from 12,000 square feet to 3,600 square feet. ® Single-family maximum building coverage from 15% to 42%. Single-family maximum lot coverage from 30% to 61 %. ® Single-family front yard setback from 20' to 10'. ® Single-family rear yard setback from 30' to 10' (5' for rear lanes). ® Multi -family maximum building coverage from 15% to 50%. ® Multi -family maximum lot coverage from 30% to 65%. Multi -family front yard setback from 20' to 101 . ® Multi -family rear yard setback from 30' to 5'. b. Pro[aosed Development Areas in the Master Plan Application The Master Plan application includes three (3) proposed development areas, as follows: Phase 1: Village Center 156 units and a 100-student school, southwesterly portion of property. Phase 2. fields Edge 99 units, northwesterly portion of property. Phase 3: The Ridge 79 units, southeasterly portion of the property. The maximum number of units allowed on this property is 334. The plans submitted depict a total of 335 units, so one (1) unit shall be deleted from Phase 3 of the Master Plan, for a total of 79 units. Pursuant to Section 15.18 (A) of the South Burlington Land Development Regulations Master Plans shall comply with the following standards and conditions: 1. §15.18(A)(1) Sufficient water supply and wastewater disposal capacity is available to meet the needs of the project in conformance with applicable State and City requirements, as evidenced by a City water allocation, City wastewater allocation, and/or Vermont Water and Wastewater Permit from the Department of Environmental Conservation. The City does not currently have adequate water supply capacity to serve the proposed project, which is estimated to demand 115,000 gallons per day. However, the additional water supply storage that the City is in the process of constructing will be sufficient to supply the demand of the proposed project. The Bartlett Bay wastewater treatment facility currently has sufficient capacity to serve the proposed project, which is estimated to generate 72,000 gallons per day. The City Wastewater Ordinance has specific provisions to allow large-scale project to obtain wastewater allocation permits during the approvals of specific phases of a Master Plan. Thus, the applicant will obtain water allocation and wastewater allocation approval at each of the three (3) proposed phases of this project. In addition, the applicant will obtain State permits in conjunction with the approval of the three (3) phases of this project. 2. §15.18(A)(2) Sufficient grading and erosion controls will be utilized during construction and after construction to prevent soil erosion and runoff from creating unhealthy or dangerous conditions on the subject property and adjacent 0 properties. In making this finding, the DRB may rely an evidence that the project will be covered under the General Permit for Construction issued by the Vermont Department of Environmental Conservation. Individual preliminary and final plat applications will be evaluated for conformance with this criterion and the provisions of Article 16 of the Land Development Regulations, Construction and Erosion Control. 3. §15.18(A)(3) The project incorporates access, circulation and traffic management strategies sufficient to prevent unreasonable congestion of adjacent roads. In making this finding the DRB may rely on the findings of a traffic study submitted by the applicant, and the findings of any technical review by City staff or consultants. The applicant submitted a traffic impact study prepared by TND Engineering, dated through December 22, 2004. The applicant also submitted a traffic impact study addendum, dated through December 22, 2004. Both of these documents were submitted to Fuss and O'Neil for technical review. John Dietrich, of Fuss and O'Neil, provided his finding on the proposed roadway design waivers in a memorandum dated February 7, 2005. The specific traffic management strategies to control access and circulation for the proposed project will be conditioned and implemented at each of the three (3) phases of this Master Plan. John Dietrich provided his finding or) the proposed roadway design waivers in a memorandum dated February 4, 2005. The Director of Public Works has been extensively involved in the review of this Master Plan because of the significance of the public roadway waivers the applicant is requesting. His comments are outlined in two (2) memorandums dated November 21, 2002 and September 7, 2004. 4. §15.18(A)(4) The project's design respects and will provide suitable protection to wetlands, streams, wildlife habitat as identified in the Open Space Strategy, and any unique natural features on the site. In making this finding the DRB shall utilize the provisions of Article 12 of these Regulations related to wetlands and stream buffers, and may seek comment from the Natural Resources Committee with respect to the project's impact on natural resources. The subject property has a major Class II wetland extending from the northerly to the southerly boundaries. The presence of this wetland was a major factor in the design of the proposed master plan. All of the proposed buildings and building envelopes avoid encroaching into this Class II wetland and its associated 50' wide buffer. The proposed roadway layout will result in encroachment into the westerly finger of the Class II wetland and its associated 50' wide buffer in 'two (2) locations. In addition, there are numerous Class III wetland and wetland buffer encroachments by buildings, building envelopes, and roadways. The wetland impacts of the proposed master plan are minimal relative to the surface area of wetlands on the subject property. The applicant's wetland consultant, Art Gilman, submitted a memorandum dated June 4, 2004, addressing the criteria in Section 12.02(E) of the Land Development Regulations. In addition to wetland constraints, there are significant wildlife habitat impact concerns on the subject property. The large swath of wetland area covering the property will serve as a significant open space corridor to facilitate wildlife habitat and movement. The large wooded area along the easterly property boundary, known as the "Great Swamp", has been identified as one of the most significant natural areas in South Burlington. Due to these wildlife concerns, the applicant has not proposed any buildings or building envelopes in this area, thus leaving the area intact. However, there is another wooded area to the west of the larger one referenced above, located in between the two (2) fingers of the large Class II wetland. This "ridge" area, by virtue of its location between the "Great Swamp" and five -acre residentially -zoned areas and associated woodland areas to the south in Shelburne, also contains features that make it suitable as wildlife habitat. The applicant has proposed 80 units in and adjacent to this wooded area, making up Phase 3: The Ridge. In addition, the east -west roadway connecting Spear Street to Midland Avenue is proposed to cross through the southerly portion of this wooded area. The applicant's certified wildlife biologist, Dave Capen, submitted a wildlife study dated June 2004, addressing the project's wildlife impacts. The South Burlington Natural Resources Committee (NRC) reviewed the proposed Master Plan on July 3, 2004 and July 22, 2004. The NRC was provided with copies of the applicant's wetland consultant's memorandum referenced above and the applicant's wildlife study referenced above. In addition, the NRC visited the site with the applicant, the applicant's wetland consultant, the applicant's wildlife biologist, the applicant's civil engineer, and other applicable parties. The NRC's recommended approval of the proposed Master Plan with the following conditions: 1. eliminate the southeasterly pod (Phase 3: The Ridge) for wildlife habitat protection considerations; 2. phase in east -west roadway based on City need and/or project need; 3. if the east -west road is constructed, the NRC recommends: a. wildlife -friendly design features b. wetland protection features 4. locate bike paths and pedestrian paths in a manner that minimizes wetland impacts; 5. if wetland experts disagree on the delineation at the DRB meeting, the NRC recommends that the DRB invoke technical review; 6. no pesticide application; 7. no mowing in wetlands and/or their buffers; 8. disturbance of wetland vegetation should be limited to remediation activities; 9. no planting non-native species in wetlands or their buffers. At the meeting on September 28, 2004, the Development Review Board invoked technical review of the original wetland delineations performed by Art Gilman. The City fired Pioneer Environmental to conduct the technical review. The determinations of Pioneer Environmental are outlined in a memorandum from Shelley Gustafson, dated November 12, 2004. 6 The City has identified housing, the connection of neighborhoods, and wildlife protection as three (3) major priorities in the development of South Burlington. There is a challenge in balancing these priorities, as they are in conflict with regard to Phase 3 of the proposed Master Plan. The original plans had 111 units proposed in this area and staff suggested that the 65 units and lots that comprise the upper portion of Phase 3 should be displaced elsewhere within the project. This would preserve a vast majority of the wooded area and protect the integrity and functionality of the open space and wildlife corridor in this area. The applicant moved all but three (3) of the lots out of the subject woodland area. Three (3) of the apartment buildings were displaced into the southern portion of the Phase 3 development pod, so the pod was able to retain a total of 80 units. Staff feels that this revision to the original plans is an adequate compromise between preserving the wildlife habitat in the subject wooded area and providing housing. The South Burlington City Council and staff feel very strongly that the east -west roadway connecting the proposed project to Midland Avenue must be constructed. Dorset Farms was permitted with the explicit understanding that Midland Avenue would be connected to Allen Road. In addition, the proposed project coupled with Dorset Farms will create a significant number of housing units in this area, and it is very important that they are connected from a safety, traffic management, and community planning perspective. 5. §15.18(A)(5) 'The project is designed to be visually compatible with the planned development patterns in the area, as specified in the Comprehensive Plan and the purpose of the zoning district(s) in which it is located. ,pursuant to Section 9.01 of the Land Development Regulations, the Southeast Quadrant District (SEQ) is hereby formed in order to encourage open space preservation, scenic vdew and natural resource protection, wildlife habitat preservation, continued agricultural use, and well planned residential use in the largely undeveloped area of the City known as the Southeast Quadrant. The open character and scenic views offered in this area have long been recognized as very special and unique resources in the City and worthy of protection. The location and clustering of buildings and lots in a manner that in the judgment of the Development Review Board will best preserve the open space character of this area shall be encouraged. The proposed Master Plan is visually compatible with the planned development patterns of the Southeast Quadrant. The buildings, building lots, and roads are clustered and concentrated towards the westerly portion of the property, creating significant open space areas in the central and easterly portions of the subject property. The more than 165 acres of open space preserved through this Master Plan will maintain the open character of the area and will protect wetlands, woodlands, and wildlife habitat. By eliminating the proposed units in the upper portion of Phase 3, the applicant has increased the protection of wildlife habitat functions and natural resource on the property. The proposed Master Plan complies with the building height requirements for the Spear Street — Alien Road Scenic View Protection Overlay District, as outlined in Section 10.03(F) of the Land Development Regulations. A total of 35 acres of the land within this scenic overlay district will be devoted to a community -supported farm. 7 S. §15.19(A)(6) ®pen space areas on the site have been located in such a way as to maximize opportunities for creating contiguous open spaces between adjoining parcels and/or stream buffer areas. The layout proposed through this Master Plan will preserve over 165 acres of dedicated open space, mainly in the central and easterly portions of the subject property. The location of this open space will create contiguous open space corridors with the properties to the south and north of the subject property. 7. §15.19(A)(7) The layout of a subdivision or PUD has been reviewed by the Fire Chief or his designee to insure that adequate fire protection can be provided, with the standards for approval including, but not be limited to, minimum distance between structures, street width, vehicular access from two directions where possible, looping of water lines, water flow and pressure, and number and location of hydrants. All aspects of fire protection systems shall be designed and installed in accordance with applicable codes in all areas served by municipal water. The South Burlington Fire Chief reviewed the master plan to assess the proposed roadway layout. His comments are included in a memorandum dated September 2, 2004. The Fire Chief will review the location of hydrants and other details related to fire protection within each of the three (3) phases during the preliminary and final plat review of each phase. 8. §15.16(A)(8) Roads, recreation paths, stormwater facilities, sidewalks, landscaping, utility lines and lighting have been designed in a manner that is compatible with the extension of such services and infrastructure to adjacent properties. The general layout of the roads, recreation paths, and utilities is adequate to facilitate the extension of such services to adjacent properties. 9. §15.19(A)(9) Roads, utilities, sidewalks, recreation paths, and lighting are designed in a manner that is consistent with City utility and roadway plans and maintenance standards, absent a specific agreement with the applicant related to maintenance that has been approved by the City Council. The overall road layout and hierarchy system are adequate and have been approved by the Director of Public Works and the Fire Chief. The overall recreation path layout was reviewed by the South Burlington Recreation Path Committee and comments were provided in memorandums from Tom Hubbard, the Director of the South Burlington Recreation Department, dated November 2, 2004 and December 10, 2004_ The landscaping and utility details will be reviewed during the subsequent preliminary and final plat stages of the individual phases. 10. §15.15(A)(10) The project is consistent with the goals and objectives of the Comprehensive Plan for the affected district(s). NO The proposed Master Plan is consistent with the following objectives for the Southeast Quadrant, as outline in Chapter 8(G) of the South Burlington Comprehensive Plan: a. Preserve and enhance the open character, natural resources, and scenic views of the Southeast Quadrant, while allowing carefully planned development. b. Maintain a rate, location, intensity, and timing of future development in the Southeast Quadrant that is in accord with the physical characteristics of the land and the availability of municipal services and facilities, and which is consistent with the City's population growth objectives and land use recommendations. c. Promote a variety of residential patterns and styles, including a fair share of affordable housing, while preserving the special character of the Southeast Quadrant. Pursuant to Section 15.18 (B) of the South Burlington Land Development Regulations Master Plans shall comply with the following standards and conditions- 1. §15.18(B)(1) Open space and development areas shall be located so as to maximize the aesthetic values of the property in keeping with the Comprehensive Plan goal of preserving and enhancing the open character, natural areas, and scenic views of the Quadrant, while allowing carefully planned development. As discussed above, in response to the criteria outlined in Sections15.18 (A)(4) and 15.18(A)(6) of the Land Development Regulations, the proposed Master Plan includes extensive open space and natural resource protection. The plan incorporates over 165 acres of dedicated open space, mainly in the central and easterly portions of the subject property. The surface area and location of this open space will be integral to protecting important natural resources, including wetlands, woodlands, and wildlife. The Spear Street — Allen Road Scenic View Protection Overlay District overlaps a large portion of the subject property. Sheet C-2.4 of the Master Plan depicts this scenic overlay district and indicates the maximum building height allowed within this scenic overlay district, as outlined in Section 10.03(F) of the Land Development Regulations. The proposed buildings conform to the height restrictions for the Spear Street -- Allen Road Scenic View Protection Overlay District. At the preliminary and final plat review stages of each of the three (3) phases, the maximum building height of each lot shall be indicated on the plans. 2. §15.18(B)(2) Building lots, streets and other structures shall be located in a wanner that maximizes the protection of the open character, natural areas, and scenic views of the (quadrant identified in the Comprehensive Plan, while allowing carefully planned development at the overall base densities provided in these Regulations. The proposed buildings, building lots, streets, and other structures have been designed to create the open space areas discussed above, in response to Section 15.18(B)(1) of the Land Development Regulations. I 3. §15.18(13)(3) Existing natural resources on each site shall be protected through the development plan, including streams, wetlands, floodplains, wildlife habitat and corridors including those areas identified in the South Burlington Open Space Strategy, and special natural and/or geologic features such as mature forests, headwaters areas, and prominent ridges. The subject property has a major Class II wetland extending from the northerly to the southerly boundaries. The presence of this wetland was a major factor in the design of the proposed master plan. All of the proposed buildings and building envelopes avoid encroaching into this Class 11 wetland and its associated 50' wide buffer. The proposed roadway layout will result in encroachment into the westerly finger of the Class II wetland and its associated 50' wide buffer in two (2) locations. In addition, there are numerous Class III wetland and wetland buffer encroachments by buildings, building envelopes, and roadways. The wetland impacts of the proposed master plan are minimal relative to the surface area of wetlands on the subject property. The applicant's wetland consultant, Art Gilman, submitted a memorandum dated June 4, 2004, addressing the criteria in Section 12.02(E) of the Land Development Regulations. At the meeting on September 28, 2004, the Development Review Board invoked technical review of the original wetland delineations performed by Art Gilman. The City hired Pioneer Environmental to conduct the technical review. The determinations of Pioneer Environmental are outlined in a memorandum from Shelley Gustafson, dated November 12, 2004. In addition to wetland constraints, there are significant wildlife habitat impact concerns on the subject property. The large swath of wetland area covering the property will serve as a significant open space corridor to facilitate wildlife habitat and movement. The large wooded area along the easterly property boundary, known as the "Great Swamp", has been identified as one of the most significant natural areas in South Burlington. Due to these wildlife concerns, the applicant has not proposed any buildings or building envelopes in this area, thus leaving the area intact. However, there is another wooded area to the west of the larger one referenced above, located in between the two (2) fingers of the large Class II wetland. This "ridge" area, by virtue of its location between -the "Great Swamp" and five -acre residentially -zoned areas and associated woodland areas to the south in Shelburne, also contains features that make it suitable as wildlife habitat. The applicant has proposed 84 units in and adjacent to this wooded area, making up Phase 3: The Ridge. In addition, the east -west roadway connecting Spear Street to Midland Avenue is proposed to cross through the southerly portion of this wooded area. The applicant's certified wildlife biologist, Dave Capen, submitted a wildlife study dated June 2004, addressing the project's wildlife impacts. The City has identified housing, the connection of neighborhoods, and wildlife protection as three (3) major priorities in the development of South Burlington. There is a challenge in balancing these priorities, as they are all in conflict with regard to Phase 3 of the proposed Master Plan. The original plans had 111 units proposed in this area and staff suggested that the 65 units and lots that comprise the upper portion of Phase 3 should be displaced elsewhere within the project. This would preserve a vast majority of 10 the wooded area and protect the integrity and functionality of the open space and wildlife corridor in this area. The applicant moved all but three (3) of the lots out of the subject woodland area. Three (3) of the apartment buildings were displaced into the southern portion of the Phase 3 development pod, so the pod was able to retain a total of 80 units. Staff feels that this revision to the original plans is an adequate compromise between preserving the wildlife habitat in the subject wooded area and providing housing. The South Burlington City Council and staff feel very strongly that the east -west roadway connecting the proposed project to Midland Avenue must be constructed. Dorset Farms was permitted with the explicit understanding that Midland Avenue would be connected to Allen Road. In addition, the proposed project coupled with Dorset Farms will create a significant number of housing units in this area, and it is very important that they are connected from a safety, traffic management, and community planning perspective. 4. §15.18(B)(4) Consistent with (1) through (3) above, dedicated open spaces shall be designed and located to maximize the potential for combination with other open spaces on adjacent properties. The layout proposed through this Master Plan will create over 165 acres of dedicated open space, mainly in the central and easterly portions of the subject property. The location of this open space will create contiguous space corridors with the properties to the south and north of the subject property. 5. §15.18(B)(5) The conservation of existing agricultural production values on lands in the SECS is encouraged through development planning that avoids impacts on prime agricultural soils as defined in the South Burlington ®pen Space Strategy and provides buffer areas between existing agricultural operations and new development, roads, and infrastructure. There are no existing agricultural operations on the subject property. However, the Master Plan includes a 35-acre community -supported farm, which will reinstate active agricultural operations into the area. 6. §15.18(B)(6) A plan for the proposed open spaces and/or natural areas shall be established by the applicant describing the intended use and maintenance of each area. Continuance of agricultural uses or enhancement of wildlife habitat values in such plans for use and maintenance is encouraged. The applicant submitted an open space management plan for the subject property. This document is entitled "South Village — South Burlington, Vermont -- Community Land Management Plan", dated November 2004. In addition, the applicant submitted an ecological restoration and management program plan, dated December 17, 2004. Steve Apfelbaum, the author of the ecological restoration and management program plan, submitted a follow-up letter dated February 1, 2005. This letter responded to questions wised by members of the Development Review Board on January 4, 2005. '7 . §15.18(B)(7) In the absence of a specific finding by the ORB that an alternative location and/or provision is approved for a specific development, the location of buildings, lots, streets and utilities shall conform with the location of planned 11 public facilities as depicted on the Official Map, including but not limited to recreation paths, streets, park land, schools, and sewer and water facilities. The Proposed Master Plan is in compliance with the South Burlington Official Map, which was last revised on February 14, 2004. Other Applicable Criteria 1. § 9.08(B) In connection with approval of a PUD, the Development Review Board may allow development activities in addition to those authorized under Section 9.06(B) to occur in restricted areas or allow residential lots or portions of residential lots to be located in restricted areas provided the Development Review Board determines that such development activities are consistent with the intent and purpose of the Southeast Quadrant District. The subject property contains a number of "restricted areas". These "restricted areas" were established to protect land for one (1) of the following reasons: to facilitate planned roadways; to protect scenic views; or to protect wetland and other natural resources. The proposed Master Plan does have buildings and building lots within these "restricted areas". Phase 1, Phase 2, and Phase 3 all have development proposed in a "restricted area" designated to facilitate planned roadways. The applicant has proposed a roadway network through the property that connects Midland Avenue to Spear Street, in addition to providing a means of access to the property to the north. Thus, the "restricted areas", designed to facilitate planned roadways, as labeled on the "Southeast Quadrant Official Zoning Map", are no longer necessary. Phase 1 and Phase 2 have development proposed in a "restricted area" designated to protect scenic views. Most of this "restricted area" overlaps the Spear Street — Allen Road Scenic View Protection Overlay District. The applicant is following the building height requirements for the Spear Street — Allen Road Scenic View Protection Overlay District, as outlined in Section 10.03(F) of the Land Development Regulations. Thus, development in the "restricted area" that overlaps the Spear Street — Allen Road Scenic View Protection Overlay District is warranted. In addition, the application is proposing development in the "restricted area" along Spear Street that is designated for a scenic view corridor. This development is consistent with the intent and purpose of the Southeast Quadrant Zoning District, as development in this "restricted area" allows the applicant to cluster more of the units towards the westerly portion of the property, away from the wetlands, wildlife habitat, and other natural resources that comprise the central and easterly portions of the property. Phase 3 of the proposed Master Plan has nine (9) proposed lots in a "restricted area" designated to protect natural resources. The applicant originally proposed approximately 65 units within a "restricted area" that the City has identified as a potentially important wildlife habitat corridor. Per the request of staff and the Development Review Board, the applicant removed most of these units, which significantly reduced the wildlife impacts of the proposed project. Thus, staff feels the wildlife impacts in this area have been minimized and the nine (9) lots proposed within 12 the restricted area are acceptable. Staff notes, however, that significant landscaping will be required in this area to further reduce the impacts of the proposed project. DECISION Based on the above Findings of Fact, the South Burlington Development Review Board approves Master Plan application #MP-04-01, of South Villages Communities, LLC, for 334 residential units, a 100-student school, and a 35-acre community -supported farm. Pursuant to §15.07(D)(1) of the Land Development Regulations, Master Plan Application #MP-04-01 is hereby approved with conditions. A. Decision with Respect to Master Flan Umbrella Criteria: The Development Review Board approves the following Master Plan "umbrella criteria" pursuant to §15.07(D)(3) of the Land Development Regulations: a. Overall density and number of residential dwelling units: A maximum number of 334 residential dwelling units are approved for a total density of 1.5 units/acre. The base density in the Southeast Quadrant of 1.2 units/acre yields a total of 269 units. The 25% density bonus for providing mixed -rate housing, as determined by Section 13.14 of the Land Development Regulations, accounts for the additional 65 units. b.' Building and impervious coverage: A total building coverage of 5.5% and a total impervious coverage of 13.9% are approved for the master plan. These are overall limits for the entire South Village property subject to this approval. Within the individual development phases, as described and approved in this decision, these overall limits may be exceeded provided the applicable Southeast Quadrant zoning district limitations of fifteen percent (15%) for buildings and thirty percent (30%) overall are met. c. Location, layout, capacity and number of collector roadways: The collector roadway system is approved as shown on the Master Plan. d. Land development proposed in any area previously identified as permanent open space in the approved Master Plan application: All areas not approved as development areas in this Master Plan are to be utilized exclusively for open space use. e. Maximum number of vehicle trip ends: A maximum of 336 PM peak hour trip ends from all approved residential and non-residential uses is approved for the South Village property. 8. Decision with Respect to Individual Development Areas -- Proposed as Part of this Master Plan Application: a. Phase 1: Village Center: This phase of the Master Plan, as proposed through this application, is approved as a development area. 13 h. Phase 2: Fields Edge: This phase of the Master Plan, as proposed through this application, is approved as a development area. c. Phase 3: The Ridge: This phase of the Master Plan, as proposed through this application, is approved as a development area. CONDiTIONS The Development Review Board finds and concludes that the following conditions are necessary for the Master Plan application to meet the City's requirements and standards for approval 1. This approval shall be for 269 units of market -rate housing, and 65 units of affordable housing as defined in Article 2 of the South Burlington Land Development Regulations. In no case shall a zoning permit be issued for more than 269 units of market -rate housing. 2. Pursuant to Sections 15.07(D)(2) and 15.07(D)(4) of the Land Development Regulation, the Development Review Board requires each of the three (3) phases included in this Master Plan to obtain separate preliminary plat approval and final plat approval in accordance with Section 15.18 of the Land Development Regulations. 3. If the proposed 100-student school is not incorporated into Phase 1 of the Master Plan, it shall be subject to site plan approval, pursuant to Article 14 of the Land Development Regulations. 4. Any development on the agriculture component of this project that does not fall within the State of !Vermont's exemption shall be subject to Site Plan review, pursuant to Article 14 of the Land Development Regulations. 5. The preliminary plat and/or final plat plans for each of the three (3) phases included in this Master Plan shall be reviewed by the South Burlington Fire Chief, the Superintendent of the South Burlington Water Department, the South Burlington Director of Public Works, and the South Burlington City Engineer, 6. Any application for amendment of the Master Plan or preliminary plat plan that deviates from the Master Plan in any one or more of the following respects shall be considered a new application for the property and shall require sketch plan review as well as approval of an amended Master Plan: a) An increase in the approved building coverage or overall site coverage, or an increase in the number of residential dwelling units for the property subject to the Master Plan; b) A change in the location, layout, capacity or number of collector roadways on the property subject to the Master Plan; c) Land development proposed in any area previously identified as permanent open space in the approved Master Plan application; 14 d) A change that will result in an increase in the number of P.M. peak hour vehicle trip ends projected for total buildout of the property subject to the Master Plan. 7. Pursuant to Section 15.07(D)(5) of the Land Development Regulations the following minor land development activities will not require Development Review Board approval and may be undertaken pursuant to issuance of a zoning permit: a) The addition of decks to dwelling units; b) The addition of porches to dwelling units; c) The enclosure of decks; d) The addition of accessory structures, pursuant to Section 3.10 of the Land Development Regulations; e) Other minor land development activities at the discretion of the Administrative Officer. 8. Pursuant to Section15.18 (B)(6) of the Land Development Regulations, the applicant shall submit a plan for the management and maintenance of the dedicated open spaces created through this Master Plan. The management and maintenance plans shall be submitted to and approved by the Director of Planning and Zoning, prior to final plat approval for Phase 1 of this Master Plan. Any issues on which the Director of Planning and Zoning seeks technical review shall be conducted at the applicant's expense. 9. The Master Plan shall be revised to show the following changes. Four (4) copies of the approved revised plat plans shall be submitted to the Administrative Officer prior to recording: a) The plans shall be revised to depict a maximum of 334 dwelling units. 10. All proposed public roadways in conjunction with this project shall be constructed with a minimum design speed of 25 mph. 11. The roadway identified as "L Street" on the plans last revised on December 23, 2004 shall be constructed, and open for traffic, through to the existing roadway terminus at Midland Avenue prior to issuance of the zoning permit for the 206ih unit in this project. 12. The applicant shall install signalization at the intersection of Spear Street and Aller, Road within one (1) year of the issuance of the first zoning permit for a dwelling unit in Phase 1 (Village Center). The Director of Public Works shall review and approve all plans for signalization prior to construction. 13. The applicant shall construct southbound left -turn lane on Spear Street at the "Main Entrance" within one (1) year of the issuance of the first zoning permit for a dwelling unit in Phase 1 (Village Center). The Director of Public Works shall review and approve all plans prior to construction. 14. The applicant shall construct the southbound left -turn lane on Spear Street at the "South Entrance" of the project, prior to issuance of the last zoning permit for a dwelling unit in Phase 2 (Fields Edge). The Director of Public Works shall review and approve all plans prior to construction. 15 15. The applicant shall construct southbound left -turn lane on Spear Street at the "North Entrance" of the project, prior to issuance of the first zoning permit for a dwelling unit in Phase 3 (The Ridge). The Director of Public Works shall review and approve all plans prior to construction. 16. The applicant shall contribute the sum of $20,000 to the City of South Burlington to be used solely for upgrades to the Spear Street/Swift Street intersection, and for traffic calming measures on Midland Avenue. The City Council shall have sole discretion to allocate these funds among the intersection upgrades and traffic calming measures. 17. The applicant shall have ninety (90) days from the date of this approval to execute a development agreement with the City Council, governing the timing and disposition of required payments and any required sureties for roadway, intersection, and infrastructure work. 18. The water infrastructure and wastewater infrastructure shall be constructed through to the existing infrastructure terminus in Dorset Farms at the onset of Phase 1 (Village Center). The Director of Public Works and Superintendent of the Water Department shall approve all specifications and plans for this infrastructure. 19. Phase 1 of the recreation path (as identified on sheet L-1 of the plans) shall be constructed prior to issuance of the last zoning permit for a dwelling unit in Phase 1 (Village Center). 20. Phase 2 of the recreation path (as identified on sheet t_.-1 of the plans) shall be constructed prior to the issuance of the first zoning permit for a dwelling unit is Phase 2 (Fields Edge). 21. Phase 3 of the recreation path (as identified on sheet L-1 of the plans) shall be constructed prior to the issuance of the zoning permit for the 206'h unit in this project. 22. The applicant shall hire a full-time on -site construction inspector, to be paid for by the applicant and approved by the Director of Public Works, prior to initiation of any improvements on the site. The constnuction inspector shall be present throughout the construction on these improvements_ Any change to this condition shall require written approval of the City of South Burlington, signed by the City Manager and the Director of Planning and Zoning. 23. All sewage pumping stations shall remain private and shall be maintained by the homeowners association(s), unless otherwise determined by the Water Pollution Control Superintendent and the Director of the Public Works. 24. The following components of the Master Plan shall be reviewed at the preliminary plat and/or final plat stages of the individual phases: a) Street lighting details b) Street landscaping details c) Curb -cut locations and details 16 d) Re-evaulation of traffic mitigation measures and implementation details 25. The Development Review Board approves the following roadway waivers from the Land Development Regulations: ® Minimum pavement width for collector streets from 30' to: 20' at wetland crossings; 28' (2-14' lanes) for A Street (Section BV-66); 28' with parking on one side and 20' at bulbouts; and 26' (with a 28' structural base under designated "collector routes" provided that adequate clearances are provided for large vehicle turning movements). ® Minimum pavement width for local .streets from 28' to: 20' at wetland crossings; 26' in sections with parking on one side; and 24' in sections with no striped parking (parking is prohibited along Section RD-50). ® Minimum centerline radius of curves for collector streets from 500' to 300' (sections with 30 mph posted speed) or 180' (sections with 25 mph posted speed). ® Minimum centerline radius of curves for local streets from 300' to 180'. ® Minimum tangent length between curves for collector streets from 150' to 50'. Minimum tangent length between curves for local streets from 100' to 50'. Minimum distance between centerline offsets for local streets from 200' to the dimensions specified below: ➢ C Street to D Street along F Street - 145' ➢ G Street to C Street along F Street - 150' ➢ G Street to B Street along F Street - 145' ➢ Common Lane (south) to E Street along E Street - 60' ➢ Common Lane (south) to E Street along D Street - 86' ➢ Common Lane (north) to A Street along C Street - 50' ➢ Common Lane (north) to A Street along B Street - 190' Minimum vertical (stopping) sight distance from 300' to 150' for collector streets with a 25 mph posted speed. No waiver is requested for proposed street intersections at Spear Street. Minimum vertical (stopping) sight distance from 200' to 150' for local streets with a 25 mph posted speed. Minimum horizontal (corner) sight distance for collector streets from 500' to 280' on internal South Village intersections with collector roads (i.e. A Street, D Street, E Street); at minimum, stopping sight distance requirements should be met at all remaining intersections based on expected operating speeds of on -site traffic. No waiver is requested for proposed street intersections at Spear Street. 17 ® Minimum horizontal (comer) sight distance for local streets from 300' to 280' on internal South Village intersections with collector roads (i.e. A Street, D Street, E Street); at minimum, stopping sight distance requirements should be met at all remaining intersections based on expected operating speeds of on -site traffic. 26. The Development Review Board approves the following waivers from the Southeast Quadrant dimensional standards, as outlined in the Land Development Regulations: ® Single-family minimum lot size from 12,000 square feet to 3,600 square feet. Single-family maximum building coverage from 15% to 42%. ® Single-family maximum lot coverage from 30% to 61 %. ® Single-family front yard setback from 20' to 10'. ® Single-family rear yard setback from 30' to 10' (5' for rear lanes). Multi -family maximum building coverage from 15% to 50%. ® Multi -family maximum lot coverage from 30% to 65%. Multi -family front yard setback from 20' to 10'. Multi -family rear yard setback from 30' to 5'. 27. Any future requests for waivers will be reviewed in conjunction with the site -specific preliminary plat or final plat reviews for individual development areas. 28. Any changes to the final plat plans shall require approval of the Development Review Board. 29. The Master Plan (sheets S1.0 and S1.1) shall be recorded in the land records within 90 days or this approval is null and void. The plans shall be signed by the Development Review Board Chair or Clerk prior to recording. 18 John Dinklage Chuck Bolton N�ark Boucher Rdjer Farley LL Kupkrman 1� Gaylqj�Quimby Signed on the / 6 day of March, 2005 Please note: You have the right to appeal this decision to -the Vermont Environmental Court, pursuant to 24 VSA 4471 and VRCP 76 in writing, within 30 days of the date this decision is issued. The fee is $225.00. If you fail to appeal this decision, your right to challenge this decision at some future time may be lost because you waited too long. You will be bound by the decision, pursuant to 24 VSA 4472 (d) (exclusivity of remedy; finality). 19 STATE OF VERMONT ENVIRONMENTAL COURT FILED rilZ L"-)1DeckSlc,MS FEB 12 2007 VERMONT Docket MWIRONMENTAL COURT IN RE: APPEAL of SKIP & DENISE ) 27-2-06 Vtec VALLEE ) 111-5-06 Vtec 116-5-06 Vtec 74-4-05 Vtec 196-8-06 Vtec Consent Decree & Order The parties to the above -referenced appeals, SOUTH VILLAGE, LLC, R.M. "SKIP" VALLEE, DENISE VALLEE, THE CITY OF SOUTH BURLINGTON, and THE STATE OF VERMONT AGENCY OF NATURAL RESOURCES ("AW ), have stipulated to this Consent Decree and Order (the "Consent Decree"). Based upon the agreements and the stipulation of the parties to the above -referenced appeals, it is hereby ORDERED and ADJUDGED as follows: I. Within five days of acquisition of lands upon which the Project (as defined below) is to be constructed, South Village LLC shall record a restrictive easement providing for the following: No Development Area. Except as provided in this paragraph, no housing units or other above -ground structures shall be erected within the "No Development Area" shown on Exhibit A. Subject to any applicable ANR permitting requirements, this paragraph shall not prevent the following activities in the No Development Area: (1) the placement and use of the recreational path, as shown on Exhibit A, to be located as shown on Exhibit A or such other location as may be agreed to by the R.M. "Skip" Vallee or Denise Vallee (the "Vallees") in writing and approved by the South Burlington Development Review Board; (2) the placement of underground utilities, which includes stormwater systems, and any above ground infrastructure (such as utility cabinets), to the extent necessary to service the underground utilities and to the extent the same do not exceed the typical height or size for such structures; (3) the use of the No Development Area for ingress and egress to other portions of the project described herein (the "Project") by random pedestrians and hikers and as reasonably necessary during maintenance and construction of the Project; and (4) maintenance of the No Development Area as may be, and to the extent, reasonably necessary (A) to implement with "South Village, a Conservancy Community Ecological Restoration and Management [Program], South Burlington, Vermont," dated December 17, 2004 by Applied Ecological Services, Inc.; (B) to comply with any regulatory or legal requirement; (C) to remove from land vegetation that South Village LLC reasonably determines to create a danger of injury to persons or property; and (D) for emergency access. Limited Development Corridor. Except as provided in this paragraph, no housing units or other structures shall be constructed within the "Limited Development Corridor" shown on Exhibit A. The restrictions of this paragraph shall not prevent the following in the Limited Development Corridor: (1) the placement and use of the recreational path, as shown on Exhibit A, to be located as shown on Exhibit A or such other location as may be agreed to by the Vallees in writing and approved by the South Burlington Development Review Board; (2) the placement and use of (i) a single through -road of a width no greater than 26 feet (curb to curb), including shoulders, as well as underground utilities, provided that such through -road shall be within 60 feet of the proposed road labeled as "Allen Road East" shown on Exhibit A and (ii) a single access road to the so- called "Northwest Pod of Phase 3" (as shown on Exhibit A) with a curb to curb width of no more than 26 feet, including shoulders, and within 60 feet of the proposed road labeled as "Stafford Street" (as shown on Exhibit A); (3) the placement of underground utilities, which includes stormwater systems, and any above ground infrastructure (such as utility cabinets), to the extent necessary to service the underground utilities and to the extent the same do not exceed the typical height or size for such structures; (4) use of the Limited Development Corridor for ingress and egress to other portions of the Project by random pedestrians and hikers and as reasonably necessary during maintenance and construction of the Project; and (5) maintenance of the Limited Development Corridor as may be, and to the extent, reasonably necessary (A) to implement the "South Village, a Conservancy Community Ecological Restoration and Management [Program], South Burlington, Vermont," dated December 17, 2004 by Applied Ecological Services, Inc; (B) to comply with any regulatory or legal requirement; (C) to remove from land vegetation that South Village reasonably determines to create a danger of injury to persons or property; and (D) for emergency access. As a further condition to any development (including the construction of any road in the Limited Development Corridor), street trees shall be planted on either side of such road at reasonable intervals subject to approval by the South Burlington Development Review Board. Further Limitations on Phase 3. No more than six total lots, with six total primary units, will be constructed in the so-called "Southwest Pod of Phase 3" (as shown on Exhibit A), with three of those six lots being located on each side of the planned road running through the Southwest Pod of Phase 3 in the locations shown on Exhibit A. The maximum height of the buildings to be constructed on such lots shall not exceed thirty- one feet from the finished first floor of the buildings (which finished first floor shall be at or near grade) to the top of the buildings' ridgelines, customary flues, vents and television antennae excepted. The locations of the six building lots in the Southwest Pod of Phase 3, which are located in the immediate vicinity of where lots numbered two through six were identified on previous Project plans, are marked as "S" on Exhibit A. Two of these lots border the Limited Development Corridor and that the, !*tacement of these lots and the buildings abutting the Limited Development Corridor shall not be considered a violation of the restrictions otherwise applicable to the Limited Development Corridor, as further described in the immediately preceding paragraph. No more than three primary residences shall be constructed on each side of the road in the Southwest Pod of Phase 3 and all construction in Phase 3 shall comply with the height restrictions as set forth in the City of South Burlington Land Development Regulations (the "Zoning Regulations") existing on the date hereof and all Accessory Residential Units shall comply with the requirements set forth in the Zoning Regulations, Section 3.10E existing on the date hereof. 2 II. Any recreational path located in the No Development Area or the Limited Development Area shall be located as shown as on Exhibit A and Exhibit B or such other location as may be agreed to by the Vallees in writing and approved by the South Burlington Development Review Board. To the extent Exhibit A and Exhibit B are inconsistent, the locations shown on Exhibit B shall be controlling. Any municipal recreational path running in a generally north -south direction on lands abutting that are owned by the Vallees shall not be constructed within 130 feet of the property owned by the Vallees. III. The "Decision" portion of the South Burlington Development Review Board Order, dated February 10, 2006, to approve Master Plan Application #MP-04-01 (the "February 10, 2006 Decision") is amended as follows: A. Line 5 is amended to read "#MP-04-01 is hereby approved subject to the Consent Decree which is controlling and the following conditions." B. After the following: a. Phase 1: Village Center: This phase of the Master Plan, as proposed through this application, is approved as a development area. b. Phase 2: Fields Edge: This phase of the Master Plan, as proposed through this application, is approved as a development area. C. Phase 3: The Ridge: This phase of the Master Plan, as proposed through this application, is approved as a development area. the following is inserted: "The developable areas in each of Phases 1, 2, and 3 are as shown on Exhibit C attached to the Consent Decree, which shall be the approved Master Plan to which the Decision refers." C. Condition 23 is modified to read as follows: "23. The Recreation Path in Phase 3 (the Ridge Neighborhood) shall be constructed when foundations and building -related site work are substantially completed for the buildings on the southern -most lots in Phase 3. Surety for completion of this portion of the Recreation Path shall be provided at the issuance of the zoning permit for the 185th market -rate unit." IV. The "Decision" portion of the South Burlington Development Review Board Order, dated May 3, 2006, to "approve Final Plat Application #SD-05-92 (the "May 3, 2006 Decision") is amended as follows: A. Condition 2 is deleted and the following is inserted in its place: "This project shall be completed as shown on the plat entitled Exhibit D attached to the Consent Decree." B. After the following numbers — 3, 4, 5, 7, 9, 10, 11, 13, 14, 15, 16, 17, 22 — and before the text of each condition, the following is inserted: "In accordance with the Consent Decree which shall be controlling". C. The following is added to Condition 17: "The conveyances described in such legal documents shall be subject to the terms and conditions of the Consent Decree." D. Condition 26 is amended to insert after "The final plat plan" the words "as modified by the Consent Decree". V. Except as modified by Paragraphs I, II, III and IV of this Consent Decree, the February 10, 2006 Decision and the May 3, 2006 Decision shall be in full force and effect. VI. The District Four Environmental Commission's August 3, 2006 Findings of Fact, Conclusions of Law and Order #4C1160 ("August 3, 2006 Order") is hereby vacated and reversed with respect to the Commission's conclusion of law with respect to Act 250 Criterion 1 [G] that the May 1, 2006 CUD and the Project do not comply with Criterion 1 [G] (wetlands). The August 3, 2006 Order is also hereby vacated and reversed with respect to its conclusion of law that the Project does not comply with Criterion 10 (municipal icipal plan). Docket No. 196-8-06 Vtec is remanded to the District Four Environmental Commission for a finding that the May 1, 2006 CUD and the Project, as modified herein, complies with Act 250 Criterion 1 [G] addressing wetlands and Criterion 10, addressing the municipal plan. VII. The Conditional Use Determination No. 2001-274 issued by the State of Vermont Agency of Natural Resources, Department of Environmental Conservation (VTDEC), dated May 1, 2006 (hereinafter the May 1, 2006 CUD) shall remain in full force and effect, except as amended to reflect certain descriptive and ministerial amendments which shall be set forth by VTDEC in a letter of amendment which shall be attached to the May 1, 2006 CUD and made part thereof. Docket No. 116-5-06 Vtec is therefore remanded to VTDEC for issuance -of a letter amendment to the May 1, 2006 CUD which reflects the following stipulated facts: (A) Pursuant to the Settlement Agreement, dated 1% , 2006, among R.M. "Skip" Vallee, Denise Vallee and South Village, LLC, the Applicant has proposed amendments to the May 1, 2006 CUD which VTDEC has determined, and which all parties hereto hereby stipulate, result in less impacts to the subject wetlands than the original proposal approved by VTDEC; (B) Such changes reflect an overall density reduction in Phase III, a reduction of units in Phase III, and the relocation of some units to Phase II of the development; (C) Overall impacts to Class Two wetlands remain unchanged from the original approved proposal (19,844 sq ft) with a slight 4 reduction of buffer impacts (170 sq ft less than the original proposal); (D) The changes reduce the overall footprint of the development in Phase III, reduce the number of people living in the Phase III development, and increase the buffers between the development and the Class Two wetlands; and, (E) VTDEC has accordingly found that the proposed amendments will not result in an undue adverse effect to any of the functions provided by the Class Two wetland complex on the subject property. IX. Docket No. 196-8-06 Vtec is remanded to the District 4 Environmental Commission for issuance of master plan approval in accordance with the South Village's application, as modified by this Consent Decree and Order and the attached Plans, Exhibits A-D. X. This Court's Decision on Pending Motions, dated July 6, 2006, in Docket No. 74- 4-05, and Decision on Appellee -Applicant's Motion to Reconsider and Amend, dated September 14, 2006, Docket No. 74-4-05, are hereby vacated and shall have no force or effect. XI. This Order constitutes a full and final resolution of all appeals in the above - captioned appeals, which, subject to compliance with terns of this Order, are hereby tenninated with prejudice. The intent of this Order to provide South Village, LLC with such zoning and Act 250 permits and wetlands conditional use determinations as it has so far applied for as necessary to enable construction in accordance with this Consent Decree and Order. Notwithstanding the foregoing, in any future proceeding brought pursuant to the reopening language contained in paragraph 8 of the Settlement Agreement, dated It 2006, among R.M. "Skip" Vallee, Denise Vallee and South Village, LLC, between South Village, LLC including its successors and assigns, and either R.M. "Skip" Vallee or Denise Vallee or both, including each of their heirs, successors and assigns, none of the findings issued in any proceeding appealed in this docket shall be referred to or admitted as evidence either to interpret this Order or to support approval or disapproval of future proposals, if any. XII. The State of Vermont and ANR maintain continuing jurisdiction over the Project with respect to the terms and conditions of the May 1, 2006 CUD, and may at any time order remedial measures be taken if it appears likely that adverse impacts to protected wetland functions and values will occur, and to assure future compliance with all statutes, rules and regulations applicable to the facts set forth in the May 1, 2006 CUD, or any amendment(s) thereto. Nothing herein relieves the Applicant of the responsibility to comply with any other applicable federal, state and local laws, regulations and pen -nits. 1c. �bC`' X-6 So ORDERED and ADJUDGED at Be ' Vermont, tli l2'day of Jay, 2007 ova ?� • � _ The Honor ble Thomas Durkin 5 SOUTH VILLAGE COMMUNITIES, LLC. BY: PAUL FRANK + COLLINS P.C. 11 Date: I cz (t'o 6 BY: LA- i-- Mark G. Hall, Esq. PO Box 1307 Burlington, VT 05402-1307 CITY OF SOUTH BURLINGTON BY: STITZEL, PAGE & FLETCHER, P.C. Date: d Z tot, 1.0 -7 BY: df Amanda S.E. Lafferty, Esq. PO Box 1507 Burlington, VT 05402-1507 SKIP AND DENISE VALLEE BY: BURAK ANDERSON & MELLONI, PLC Date: Jon T. Anderson, Esq. PO Box 787 Burlington, VT 05402-0787 STATE OF VERMONT, AGENCY OF NATURAL RESO Date: -q-04- BY: kV&fL. Lucas, Esq. 521337 v1:8346-00005 n \ `1'. . 0 NO DEVELOPMENT ARID (TEF"NATE AT NORT HE / I �,AMGE OF NORTH WETU I BUFFER HATE BUILDING C I AND- ELOCATE RXDINGS A + B I -TO EAST OF LINE ATt'RCATION PA SOUTHWEGT POD ` `A,y NORTH END OF NO CONSTRUCT BULDNG,S`AOPAEIT AREA -WrTHIAAXNWTT EXE TIN - OF 3T FROM FF � TO NORTH ` FOR PATH EXrT TO EAST DETAILS, SEE EXHIBIT B. RELOCATE 2 STORY LOT TO NORTH +day a SOUTH SECTION NO DEVELOPIJENr AREA VALLEE` CIVIL ENGINEERING ASSOCIATES. INC O _ ECREATTON ® = 1 PATH (TYP.) CLASS I WETLANDS ANE BUFFER N ADDNT)ON TO 1E5'TRIGTED AREAS -- NO DE-VFlOPMEhrT I_-_=-- AREA j LUTED DEVELOPMENT l AREA PROVIDE FOR ALTERNATE C ON ECTiON LOCATION F09 FUTURE DORSET FARM RECREAT'ON PATH 50' AWAY FROM VAL LEE EAST PROPERTY Ll4E Project No. P.o. eoxass SHELBURNE, yr 05482 SETTLEMENT 01243 802-9es-2323 Fax 802-985-2271 NYEXHIBIT "A" Sheet §cole: I' = 290' brown by Ah 1 Dote 11-22-06 Checked by DSM I SOUTH BURLINGTON VERMONTI THIS PLAN IS BASED UPON THE ORIGINAL PROJECT LAYOUT. SEE GRAPHIC )LE / �'� \: .........:.. 1..... . .yam . . ( IN rCET) 1 Inch 100 tt I � I � 1 � pE`.1 � I l i � .y � • u0 Ve'/q 814 ffr- �P''M1"F � •� � - 1+ ''"� �'� � � /� ^'may \ ,,I 1 ' ( �� EXHIBIT B ; • r� I PROPOSED RECREATION PATH ALIGNMENT o = I ` ' Scale 1" = 100 I November 22, 2006 o - DEVEI,OPMENT REVIEW BOARD 1 SEPTEMBER 2009 PAGE 9 Development Co. until 15 September 2009. Mr. Farley seconded. Motion passed unanim�,Zo sly. 9. Fi 1 Plat Application #SD-09-36 of South Village Communities, LLC, to amd a eviously approved planned unit development of Phase 1 consisting of 156 residential units and a 100-student educational facility, of a 334 residential unit project. The amendment consists of subdividing a 14,155 sq. ft. lot into three lots, 34, 38 and 42 East Fisher Lane: Mr. Belair said staff had no issue with the request. Ms. Quimby moved to approve Final Plat Application #SD-09-36 of South Village Communities, LLC, subject to the stipulations in the draft motion. Mr. Farley seconded. Motion passed unanimously. 10. Sketch Plan Application #SD-09-37 of David Krag for a planned unit development to convert an accessory residential unit to a single family dwelling on a lot which is also developed with a single family dwelling, 250 Spear Street: Mr. Belair said the applicant had asked for a continuance. Ms. Quimby moved to continue Sketch Plan Application #SD-09-37 of David Krag until 15 September 2009. Mr. Farley seconded. Motion passed unanimously. 11. Site Plan Application #SP-09-66 of Wesco Real Estate 11, LLC, to amend a previously approved plan for a 12,000 sq. ft. warehouse. The amendment consists of designating portions of the parking area for outside storage, 4 Harbor View Road: Mr. Stone showed where the entrances are located and also the location of the loading dock. Mr. Belair noted that there is not enough aisle space between the parking spaces proposed along the southerly area and the cars that would be behind them. 22 feet is the required distance. Mr. Stone said storage would be screened with a slat fence on the side that faces Harbor View Drive. Members were OK with some opaque materials within the slat fence on the north and west side of the fencing. The approval motion was amended to add the following stipulation: The fence on the north and west side of the property shall be made opaque, including the gate. Ms. Quimby moved to approve Site Plan Application #SP-09-66 of Wesco Real Estate II, r �i► INFIRM, 40n10 ,'.� lout burlin ton Cp PLANNING & ZONING September 3, 2009 Michelle Holgate South Village Communities, LLC 70 South Winooski Avenue Burlington, VT 05401 Re: South Village, 34,38, 42 East Fisher Lane — Final Plat Dear Ms. Holgate: Enclosed, please find a copy of the Findings of Fact and Decision of the above referenced project approved by the South Burlington Development Review Board on September 1, 2009 (effective 9/1/09). Please note the conditions of approval, including that the amended final plat plans must be recorded in the land records (in mylar format) within 180 days (must be submitted to Ray Belair for recording along with an $13 recording fee per mylar by February 26, 2010) or this approval is null and void. If you have any questions, please contact me Sincerely, 1an Beagley Planning & Zoning Assistant Encl. CERTIFIED MAIL RETURN RECEIPT: 7008 0150 0003 6150 7397 575 Dorset Street South Burlington, VT 05403 tel 802.846,4106 fax 802.846.4101 www.sburl.com CITY OF SOUTH BURLINGTON Interested Persons Record and Service List Under the 2004 revisions to Chapter 117, the Development Review Board (DRB) has certain administrative obligations with respect to interested persons. At any hearing, there must be an opportunity for each person wishing to achieve interested person status to demonstrate compliance with the applicable criteria. 24 V.S.A. § 4461(b). The DRB must keep a written record of the name, address and participation of each person who has sought interested person status. 24 V.S.A. § 4461(b). A copy of any decision rendered by the DRB must be mailed to every person or body appearing and having been heard by the DRB. 24 V.S.A. § 4461(b)(3). Upon receipt of notice of an appeal to the environmental court, the DRB must supply a list of interested persons to the appellant in five working days. 244 V.S.A. § 4471(c). HEARING DATE: _ S-Ee -' / I �d PA k (cam c NAME Y MAII IAIr nnnopcq - - •-• - ^���� �� rrcUJtV I Ur IN I CREST 1r. c S'r6 �Fe c o �a iac (6( v,��,/ �, LLL, II S p- a9- 6 SCvF-2— 56.'ii•.13vC�i\5(o�r� ,7 eo 2©�,,,, N-A - _ tf-# `��va1 U n C)6 b'Z-1 CITY OF SOUTH BURLINGTON Interested Persons Record and Service List Under the 2004 revisions to Chapter 117, the Development Review Board (DRB) has certain administrative obligations with respect to interested persons. At any hearing, there must be an opportunity for each person wishing to achieve interested person status to demonstrate compliance with the applicable criteria. 24 V.S.A. § 4461(b). The DRB must keep a written record of the name, address and participation of each person who has sought interested person status. 24 V.S.A. § 4461(b). A copy of any decision rendered by the DRB must be mailed to every person or body appearing and having been heard by the DRB. 24 V.S.A. § 4461(b)(3). Upon receipt of notice of an appeal to the environmental court, the DRB must supply a list of interested persons to the appellant in five working days. 244 ! + V.S.A. § 4471(c). HEAR51- / I JrIur 1 MAl1 INC; onnQr:ec --- 16, �3ptk- rrw.lCl.l vI- IN I tKtST o' W o 0, S & e-1,,j-p r , 10 f ntloar 6rc:kk. 0 c oo ?o,,J; JUc�tz�2,j ,/Ij C O L CFf c 7(j27'z �/f Z a "/ p �O 1 D i'N 6,-D /' 05vo I c l/ 5 hoDe�.e (o �h0NP') p0D i �(�; Four-eA� , T�� �O.Id�vv'6'IJP� lv d7el1� ifO1 G e 7d S�ruT� 1'll,u��s���%� ,'Uu1Vt7&V. iw) f 0 Interested Persons Record and Service List southh t. ° .ingto V E 5 M0 IN Under the 2004 revisions to Chapter 117, the Development Review Board (DRB) has certain administrative obligations with respect to interested persons. At any hearing, there must be an opportunity for each person wishing to achieve interested person status to demonstrate compliance with the app!icable criteria. 24 V.S.A. § 4461(b). The DRB must keep a written record of the name, address and participation of each person who has sought interested person status. 24 V.S.A. § 4461(b). A copy of any decision rendered by the DRB must be mailed to every person or body appearing and having been heard by the DRB. 24 V.S.A. § 4461(b)(3). Upon receipt of notice of an appeal to the environmental court, the DRB must supply a list of interested persons to the appellant in five working days. 24 V.S.A. § 4471(c). HEARING DATE: 9061 PLEASE PRINT CLEARLY! NAME MAILING ADDRFS4 PPrl iPrT nr 1K1rC:o=c,- Tnry �,I/L'Ltia9ni%r l�'A2p/1G � / / Ica- face A / %I J '' """ l Sty c t / ''L / LLs t �� {� c 7/ P. y/. A 1� south7ington PLANNING & ZONING MEMORANDUM TO: South Burlington Development Review Board FROM: Cathyann LaRose, Associate Planner'.�` RE: Agenda #9, Final Plat Application #SD-09-36 DATE: August 20, 2009 South Village Communities, LLC, hereinafter referred to as the applicant, is seeking final plat approval to amend a previously approved planned unit development of Phase 1 consisting of 156 residential units and a 100-student educational facility, of a 334 residential unit project. The amendment consists of subdividing a 14,155 sq. ft. lot into three (3) lots, 34, 38, and 42 East Fisher Lane. Dimensional Standards: The applicant is proposing to subdivide a 14,155 sq. ft. lot into three (3) separate lots. This action would create non -conforming lots and therefore will not be considered three lots for planning and zoning. For purposes of planning and zoning, the three (3) lots included in this subdivision shall be considered one (1) 14,155 sq. ft. lot. 1. For purposes of planning and zoning, the three (3) lots included in this subdivision shall be considered one (1) 14,155 sq. ft. lot. The applicant will be required to record a "Notice of Condition" to this effect which has been approved by the City Attorney prior to recording the final plat plan. Section 14.06 of the South Burlington Land Development Regulations establishes the following general review standards for all site plan applications: (a) The site shall be planned to accomplish a desirable transition from structure to site, from structure to structure, and to provide for adequate planting, safe pedestrian movement, and adequate parking areas. (b) Parking shall be located to the rear or sides of buildings to the greatest extent practicable. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com (c) Without restricting the permissible limits of the applicable zoning district, the height and scale of each building shall be compatible with its site and existing or adjoining buildings. (d) Newly installed utility services and service modifications necessitated by exterior alterations or building expansions shall, to the extent feasible, be underground. (e) The DRB shall encourage the use of a combination of common materials and architectural characteristics, landscaping, buffers, screens and visual interruptions to create attractive transitions between buildings of different architectural styles. (t) Proposed structures shall be related harmoniously to themselves, the terrain, and to existing buildings and roads in the vicinity that have a visual relationship to the proposed structures. There are no changes to the above criteria in relation to this application. Site plan applications shall meet the following specific standards as set forth in Section 14.07 of the South Burlington Land Development Regulations: (a) The reservation of land may be required on any lot for provision of access to abutting properties whenever such access is deemed necessary to reduce curb cuts onto an arterial of collector street, to provide additional access for emergency or other purposes, or to improve general access and circulation in the area. (b) Electric, telephone and other wire -served utility lines and service connections shall be underground. Any utility installations remaining above ground shall be located so as to have a harmonious relation to neighboring properties and to the site. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. (c) All dumpsters and other facilities to handle solid waste, including compliance with any recycling or other requirements, shall be accessible, secure and properly screened with opaque fencing to ensure that trash and debris do not escape the enclosure(s). (d) Landscaping and Screening Requirements There are no changes to the above criteria in relation to this application. Staff recommends that the Board approve Final Plat Application #SD-09-36 subject to the conditional item in this report. - _SS A LLEN ROAD --- FM - EAST i < G T � — c- ItX1 to l I O 0 0 to I I of0 0I I — ST 1 REFERENCE PLATS: A. "Phase I Subdivision Plat - South Village', prepared by Civil Engineering Associates, Inc., dated July 2004, last revised 3/312008. B. 'Downing -Calkins Revocable Trust - South Village - Plat of Survey', prepared by Civil Engineering Associates, Inc., dated March 23, 2005, South Burlington Land Records. NOTES: 1. The subject property is Lot 14 of "South Village' Subdivision, east of Spear Street, South Burlington, VT, and is a PORTION of lands conveyed to South Village Communities, LLC by deed of Paul R. Calkins, dated November 29, 2007 and recorded in Volume 348 Page 416 South Burlington Land Records. Purpose of this plan is to define and depict the division of Lot 10 into 3 townhouse units as shown. Other property lines or details shown on neighboring parcels are shown for reference purposes only. Reference shall be made to reference plats A and B for further notations and details of the underlying property. 2. Unit division lines shown are intended to be projections of the center lines of party walls as constructed and to be constructed. G 3. Bearings shown are referenced to Grid North, Vermont Coordinate System of 1983, based on the referenced plats. Proposed monumentatlon to typically consist of 518" rebar or 4' square concrete monuments with aluminum caps embossed "Civil Engineering Assocs. - VT LS 597". _ N_06 53 E 4 Buried utility lines shown are approximate only. Actual locations may vary. I E4 - - _ _ © I 98. — 5. Subject parcel falls within "Zone C' (outside of any flood hazard area) as identified by Flood Insurance Rate Map, — Community Panel No. 5001 950005 B, effective date W1611981. r.0 I ExftUn9 Townhouse i W I� �I ernD .d, z Boy Corcg. UNIT 14.1 Z Land Area 6024 S.F. I � I J M1 r- I I IN W"' .._ — 2 140003'58" E� ! I'rr M '^ Future Townhouse I I I — V, N - I I II II II �I'�'1 I >> II z9oy�Gaarro, II UNIT 14.2 II I I rt%i 3 Cr)i I II li Land Area 2349 S.F. (� N IN 00 I it I- 0 110.00'-- �l1— I a1 I .WW.s,,..r*� I N( 03 58 E Q I I! i II it I z i ! it II Future Townhouse II i l II Future II II Iq i i ! II 2 Billy Dmwye ii UNIT 14.3 n I i NI Land Area 5782 S.F. rrJJ 1 I , II II II III I F------------- 70_ _ _ — — — — iv N� �I ---------------------------------- �— 10! ----------- T / N-------------- CO ------- Z I I I E 1 T — �_53_44E 110.79'_ — I GRAPHIC SCALE 15 e s 17 ]0 e0 ( IN FEET ) 1 inch = 15 tt The undersigned, being a Land Surveyor licensed in and by the State of Vermont, hereby states that: To the best of my knowledge & belief this plan includes all information required by 27A VSA Section 2-109 "Plats and Plans", other than that information shown on architectural plans prepared by others. This statement valid only when accompanied by my original signature and seal. Timothy R. Cowan VT LS 597 6. Allen Road East and East Fisher Lane are described in an Irrevocable Offer of Dedication to the City of South Burlington, dated October 2007 and recorded in Volume 798 Page 241 South Burlington Land Records 6. City and state permits are required for the depicted division of Lot 14 into 3 townhouse units. EASEMENT NOTES: E 1 The northeasterly comer of Lot 14 is subject to "Comer Site Triangular Restrictive Areas' as depicted on this plan and Reference Plat A. QEach of the 3 units is served by separate water service lines entering from dedicated streets. Subject property is both subject to and benefifted by easements for buried electrical and telecommunications lines and appurtenances. Easements conveyed to Green Mountain Power Corporation (GMP) and Vedzon New OEngland, Inc. (Verizon) by deed dated December 13, 2007 and recorded in Volume 803 Page 687, South E3 Burlington Land Records. (All 3 units are served by lines entering the southeast comer of Unit 10.3.) Easements are typically 10' wide, centered on utility as built, except as shown. Subject property is both subject to and benefitted by easements for buried natural gas lines and appurtenances. Easements conveyed to Vermont Gas Systems, Inc. (VGS) by deed dated January 17, 2008 and recorded in E4 Volume 807 Page 129, South Burlington Land Records. (All 3 units are served by lines entering the northeast comer of Unit 10.3.) Easements are typically 10' wide, centered on utility as built. AII 3 units are served by sanitary sewer service line entering the on the easterly sideline of Unit 14.1. No record E5 of easement was found at time of survey. LEGEND — — — PROPERTY LIE (LOT 10) — — — PROPERTY LIE (07H R) — — — — • — • — — — EASEMENT LIRE • — BU — — LOM ENVELOPE — TE UE O PROPOSED IRON ROD O PROPOSED CONCRETE NON. o CALCULATED POUT — — — ST — — — STOMA DRAIN (APPROX) ---SS--- SEWER (APPROL) — — — G — — — OAS UNE (APPRWL) — — — W — — — WATER LIE (APPRM) — — — UE — — — BURNED B ECT MC (APPROL) ---UT— — — BORED 7E M*WW. (APPROX) '& WATER SIWTOFF M) CATCH BASIN PLAT OF SURVEY LOT 14 TOWNHOUSES SOUTH VILLAGE COMMUNITIES, LLC 42 EAST FISHER LANE Date Ch'k'd Revision SOUTH BURLINGTON VERMO Drawn by JLM Date AUG. 7, 2009 SHEET r CIVIL ENGINEERING'ASSUCIAfs'S. LAIC. Checked by Scale V. = 15' 10MANSFIELDVIEW LANE, SOUTH BURLINGTON, VT 05403 Approved by Project No. 01243.02 �\ 802-864-2323 FAX 802-864-2271 web: vvw.cPa-vf.c0m I _ GOVYR2GAT [L} Zppy - ALL WGal3 £rGYP.2VxU PLANNING & ZONING August 18, 2009 Re: South Village Communities Dear Property Owner: Enclosed is a copy of a public notice that will be published in Seven Days. It includes an application for de'velopim i of that abuts property you own. This is being Sei �t to youLo mai;e you aware that a public hearing is being held regarding the proposed development. You will not receive this notice if any subsequent or continued public hearings for the same applications are required. Under Title 24, Section 4464 of State law, participation in a municipal regulatory proceeding is required in order to preserve your right to appeal a local development approval to the Vermont Environmental Court. State law specifies that "Participation in a iocai regulatory proceeding shall consist of offering, through oral or written tusiilnony, a *a �i:re�lt of concern related to ilt : sui�ject of the poceeding. If you would like to know more about the nropcsed development, you may cal: +pis office. r1. 846-4106, stop by during regular office hours, or attend thQ scheduled public hearing cc• ...,,1„ere y, t! Jana Beagle Plani ring & . ,ning Assistont 575 Dorset Street South Burlington, VT 05403 ter 802.846.4106 fax 802.846.4101 www.sburl.corn E Permit Number SD- =y CITY OF SOUTH BURLINGTON APPLICATION FOR FINAL SUBDIVISION PLAT REVIEW All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the plans will result in your application being rejected and a delay in the review before the Development Review Board. 1) OWNER OF RECORD (Name as shown on deed, mailing address, phone and fax #) ,50UTt/f`�'4i►�/Mi iyrj/cam S L T 70 5pg7A1 {1%�N�G �K! .�} ✓�NU� , �URLIA167y^l , ii'7- C) `Z'1O r 2) LOCATION OF LAST RECORDED DEED (Book and page #) 3) APPLICANT (Name, mailing address, phone and fax #) �SQuTlf ✓l�C��' (�'�yMU,yiT/� _S L C 70 6OU714 W1/d ,,4✓eAJL6, 31-IRZAle57D!✓, ✓7--0,5c�O/ 4) CONTACT PERSON (Person who will receive all correspondence from Staff. Include name, address phone& fax #) #o Contact email address: _ �yj3 5) PROJECT STREET ADDRESS ,SOT ! 6) TAX PARCEL ID # (can be obtained at Assessor's Office) South 111114�e- 61nmuolil $ u.0 Later;%4 I-W 70,V-0J 7) DETAILED PROJECT DESCRIPTION " phaSc Z' iL1a� ��� 5D � �1s 163- a) Existing uses on Property (including description and size of each separate use) 5lg�o� 61nale farnllu home- an -Arrn/,_✓ .&j11 'ir,i //r�L b) Proposed uses on property (include remain) and size of each new use and existing uses to c) Total building square footage on property (proposed (proposed buildings and existing buildings to remain) �3�5L inc/udG. L�iSP_/J7C�/iZ f—/ � .2a 6LO�4Gyc:9� d) Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine) _a/a- '55, - /ar) >`/DG/ 5"aa/e-6/n/lyhave 3 e) Number of residential units (if applicable, new units and existing units to remain) Creole -5 /ofs , one. Ises/�-Iea //Q / //.-)/ I*f aez- /of . f) Number of employees & company vehicles (existing and proposed, note office versus non -office employees) /-? /CL— g) Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable) h) List any chances to the subdivision, such as property lines, number of units, lot mergers, etc. 8) WETLAND INFORMATION a) Are there any wetlands (Class I, II, or III) on the subject b) If yes, is the proposed development encroaching into any of these wetlands or their associated 50' buffers? c) If yes, this project MUST be reviewed by the Natural Resources Committee prior to review by the Development Review Board. Please submit the following with this application: 1. a site specific wetland delineation of the entire property or a written statement that the applicant is relying on the City's Wetlands Map. 2. response to the criteria outlined in Section 12.02(E) of the Land Development Regulations (applicant is strongly encouraged to have a wetland expert respond to these criteria). 9) LOT COVERAGE (ALL information MUST be provided here, even if no change is proposed) a) Size of Parcel: G. -V- (acres /sq. ft.) b) Building Coverage: Existing square feet _ % Proposed square feet % c) Overall Coverage (building, parking, outside storage, etc): -/ 71,5' - 4)a1kw�ys, drlvewa7loalto . ^ 2_� 741sq,Fl r 1� Existing -2-7714 square feet _ % Proposed square feet % d) Front Yard Coverage(s) (commercial projects only): Existing square feet % Proposed square feet % 10) AREA DISTURBED DURING CONSTRUCTION: /393 sq. ft. ' *Projects disturbing more than on -half acre of land must follow the City's specifications for erosion control in Article 16 of the Land Development Regulations. Projects disturbing more than one acre require a permit from the Vermont Department of Environmental Conservation. ?ivfeet s,fe- is 011eady su O j ec�- 7b (ft-ly i s4nY e- EZf5C r��ut«�enfS 11) WAIVERS REQUESTED a) List any waivers from the strict standards in the Land Development Regulations (e.g., setbacks, height, parking, etc.) that the applicant is seeking 121) 4 W�e�K&y27c ,�,, 12) COST ESTIMATES a) Building (including interior renovations) $ _17�,jGUS 7(/7��79��1lirl b) Landscaping (see Section 13.06(G) of the Land Development Regulations) $ h b C,%aoge_.. , c) Other site improvements (please list with cost) %Q�d "�Mae—( 13) ESTIMATED TRAFFIC a) Average daily traffic for entire property (in and out) 4o chali0 e f� eculau- Gw'(oczl b) A.M. Peak hour for entire property (in and out) nL) _ c) P.M. Peak hour for entire property (In and out) i7 D 14) PEAK HOURS OF OPERATION /20 15) PEAK DAYS OF OPERATION it 0 16) ESTIMATED PROJECT COMPLETION DATE�� �(� q r 17) ABUTTING LANDOWNERS —please list abutting landowners, including those across any streets. You may attach a separate sheet. 16) PLANS AND FEE Plat plans shall be submitted which shows the information listed on Exhibit A attached. Five (5) regular size copies and one reduced copy (11 " x 17") of the plans must be submitted. A subdivision application fee shall be paid to the City at the time of submitting the final plat application (see Exhibit A). I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. A� SIGNATURE F APPLICANT Do not write below this line DATE OF SUBMISSION: I have reviewed this preliminary plat application and find it to be: ❑ Complete ❑ Incomplete Director of Planning & Zoning or Designee Date 4 Scott J. Michaud Dorset Farms Master Assoc. Maureen O'Brien Jason & Jennifer McGahey c/o Property Mgt. Associates 192 Catkin Drive 190 Catkin Drive P.O. Box 1201 So. Burlington, VT 05403 So. Burlington, VT 05403 Williston, VT 05495 Mark & Deborah Fay Susan C. Bliss Matthew & Beverly Broomhall 188 Catkin Drive 197 Catkin Drive 37 Floral Street So. Burlington, VT 05403 So. Burlington, VT 05403 So. Burlington, VT 05403 Brian & Carolyn Terhune Stanley & Carolyn Pallutto Michael & Mary Eliz.Bouvier 35 Floral Street 33 Floral Street 31 Floral Street So. Burlington, VT 05403 So. Burlington, VT 05403 So. Burlington, VT 05403 Anthony & Nancy Bianchi James & Christina Robert James & Karen Larrow 29 Floral Street 79 Bower Street 77 Bower Street So. Burlington, VT 05403 So. Burlington, VT 05403 So. Burlington, VT 05403 Pasquale & Deborah Distefano Donald & Lisa Angwin Mitchel Cypes & Lynan Moy 75 Bower Street 73 Bower Street 74 Bower Street So. Burlington, VT 05403 So. Burlington, VT 05403 So. Burlington, VT 05403 Peter and Gayle Conklin 67 Bower Street Brian &Christine Sowle Dan and MarqueriteWetzel So. Burlington, VT 05403 50 Cabot Court 183 Catkin Drive So. Burlington, VT 05403 So. Burlington, VT 05403 Zinaida & Vazgen Aydinyan Philip & Darcy Carter Brigette & Richard White 185 Catkin Drive 187 Catkin Drive 189 Catkin Drive So. Burlington, VT 05403 So. Burlington, VT 05403 So. Burlington, VT 05403 John & Ritika Paul Dirk and Deborah Marek Bhagwat & Gita Mangla 191 Catkin Drive 193 Catkin Drive 195 Catkin Drive So. Burlington, VT 05403 So. Burlington, VT 05403 So. Burlington, VT 05403 Ruth Trevithick 1751 Spear Street So. Burlington, VT 05403 Mary Pappas 1809 Spear Street So. Burlington, VT 05403 Stuart & Helen Hall 1815 Spear Street So. Burlington, VT 05403 George & Shelley Vinal 1845 Spear Street So. Burlington, VT 05403 William Reed 1967 Spear Street So. Burlington, VT 05403 Alan & Diane Sylvester 1985 Spear Street So. Burlington, VT 05403 Harlan & John Sylvester (reE2003 Spear St.) 51 South Street Burlington, VT 05401 Carolyn E. Long Revocable Trust 1720 Spear Street So. Burlington, VT 05403 Richard & Dawn Derridinger 1575 Dorset Street So. Burlington, VT 05403 Harold & Eleanor Bensen Janet Farina 1803 Spear Street 1807 Spear Street So. Burlington, VT 05403 So. Burlington, VT 05403 Donald & Lynn Cummings Ayse Floyd 1811 Spear Street 1813 Spear Street So. Burlington, VT 05403 So. Burlington, VT 05403 1827 Spear St. LLC Patricia Calkins Ref.1827 Spear St. 1835 Spear Street 410 Shelburne Rd. So. Burlington, VT 05403 So. Burlington, VT 05403 Mark S. Westergard/Curt Moody Barbara Lande 1855 Spear Street 1865 Spear Street So. Burlington, VT 05403 So. Burlington, VT 05403 James & Paula Carroll Frank Costantino (reL1975 Spear St.) 1971 Spear Street 155 Chesapeak Drive So. Burlington, VT 05403 Shelburne, VT 05482 John & Amy Averill Daniel Martin 3958 Spear Street 4012 Spear Street Shelburne, VT 05482 Shelburne, VT 05482 Craig S. Bartlett, III Rodolphe & Denise Vallee 4047 Spear Street 1990 Spear Street Shelburne, VT 05482 Shelburne, VT 05482 William & Gail Lang 1675 Dorset Street So. Burlington, VT 05403 Lucien & Jane Demers Trust (ref.1505 Dorset St.) P.O. Box 359 Essex Jct, VT 05453 southburlington PLANNING & ZONING Agenda Item #1 MEMORANDUM TO: Development Review Board FROM: Raymond J. Belair, Administrative Officer DATE: May 12, 2009 RE: Request for Site Plan Approval Extension South Village Communities, LLC is requesting a one (1) year extension to site plan approval #SP-08-117 (see attached). This approval was issued on 1/20/2009 to construct a 12 unit multi -family dwelling at 64 Aiken Street. Staff has no problem with granting the extension. If granted, the approval would expire on 7/20/2010 unless a permit is issued. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com g A 11FOAM . southburlinoon PLANNING & ZONING May 21, 2009 Michelle Holgate South Village Communities, LLC 70 So. Winooski Avenue Burlington, VT 05401 Re: Site Plan #SP-08-117 Expiration Extension Dear Ms. Holgate: Please be advised that the South Burlington Development Review Board at their meeting on May 19, 2009 granted your request for a one (1) year extension to the expiration of site plan approval #SP-08-117. This approval will now expire on 7/20/2010 unless a zoning permit is issued prior to this date. Sincer ly, r� Raymond J. Belair Administrative Officer 575 Dorset Street South Burlington, VT 05403 te1 802.846.4106 fax 802.846.4101 www.sburI.com _IIAL (5outhvillage RECONNECT May 11, 2000 Mr. Ray Belair, Administrative Officer City of South Burlington 575 Dorset Street South Burlington, VT 05403 RE: Site Plan Application #SP-08-117, 64 Aiken Street Dear Ray: Please let this letter serve as our request to extend the date to obtain a zoning permit on the above referenced approval for the construction of a 12 multi -family dwelling at 64 Aiken Street in South Village. We are seeking an additional period of one year if possible. As you know, in today's real estate market, we are required to pre -sell a higher percentage of units in a multi -family building in order to obtain construction financing. We have managed to hold on to our existing reservations for these condominium homes through this past year and are confident we will be able to start building in the early part of 2010, if not earlier. Please let me know what you require in order to grant us an extension. Sincerely, Michelle Holgate South Village Communities, LLC 70 South Winooski Avenue Burlington, VT 05401 DEVELOPMENT REVIEW BOARD 21 APRIL 2009 PAGE 3 7. Master Plan Application #MP-09-01 of South Village Communities, LLC, to amend a previously approved Master Plan for a planned unit development consisting of: 1) a 334 residential unit traditional neighborhood design to include single-family, two family, and multi -family dwelling units, 2) a 100-student educational facility, and 3) a 35-acre community supported farm, 1840 Spear Street: Mr. Plumeau noted that the South Village former project manager now works for him. Members had no issue with Mr. Plumeau hearing the application. Mr. Belair noted that staff recommends overall coverage of 70%, not 75% as the applicant requested. Mr. Scheuer said they are OK with that. -Qu mm y moved -To approv—e-Mas er lan pp ication-P=�9=010 outh-Village --- -- Communities, LLC, subject to the stipulations in the draft motion. Mr. Farley seconded. Motion passed unanimously. 8. Preliminary Plat Application #SD-09-17 and Final Plat Application #SD-09-18 of South Village Communities, LLC, to amend a previously approved planned unit development of Phase I consisting of 156 residential units, a 100-student educational facility, and a 35-acre community supported farm. The amendment consists of 1) subdividing a 187.71 acre parcel (lot #48) into three lots of 2.71 acres (lot #11B), 0.45 acres to be added to lot 11A, and 184.6 acres (remaining lot #48) and 2) developing lot #1113 into a publicly owned soccer field with associated parking,1840 Spear Street: Mr. Scheuer asked if a bond is still required if the city does the building. Mr. Belair said that should be worked out with the city. Mr. Belair noted the plan does not show what Mr. Hubbard wants in the way of fencing around the field. He would like the fence behind the goal to extend 30 feet to each side. There is also nothing to show what the fence will look like. Mr. Scheuer said he had no problem extending the fence as requested. The fence is a wire web construction. Mr. Belair noted that Mr. Hubbard would like green chain link. Stipulation 3B was added to the approval motion as follows: The plans shall be revised to reflect the request of the Recreation Director. Ms Quimby moved to approve Preliminary Plat Application #SD-09-17 and Final Plat Application #SD-09-18 of South Village Communities, LLC, subject to the stipulations in the draft motion as amended above. Mr. Farley seconded. Motion passed unanimously. 9. Site Plan Application #SP-09-29 of Timothy Cutler to install a seasonal mobile food unit, 6-12 Ethan Allen Drive: i SEVEN DAYS I april 01-08, 2009 f classifieds 29B >lsevendaysvt.com [click on classifieds] _.mq Show and tell. V,�, e Open 24/7/365. Extra! Extra! 49, View and post up to a Post & browse ads 1 /5 There's no limit to 6 photos per ad online. at your convenience. ft=O ad length online. ---------------- psychology FREE LECTURE: Apr. 19, 3-6 p.m. Location: Burlington College, North Ave., Burlington. Sponsored by the C.GJung Society of Vermont, on Psyche and Nature. Come hear Professor Teresa Arendell of Colby College link psyche and nature in o Jungian -oriented presentation. Co -sponsored by Burlington College and the Jungian Center. Free and open to the public. Refreshments will be served. scuba SCUBA CERTIFICATION CLASS( Mar, 31 - Apr. 23, 5:30-9:30 p.m. Cost: f325/Tuesday & Thursday Evenings. Location: Waterfront Diving Center, 214 Battery St., Burlington. 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Location: Dhatri Movement Arts Center at Eastern View, 185 Tilley Dr., S. Burlington. Info: Katherine Kelley, 802.343.5790, kat@burlingtontelecom.net, www.lovingrivetcom. Exploring 12 step recovery in the Context of the knowledge and pwctices of some of the ancient wisdom traditions of the East. This meeting of mind, body, and soul is about recovering consciousness, about waking up, and improving cansdous contact with Higher Power through dluus. Sion, meditation, mindfulaess and refaection practici tai chi SNAKE STYLE TAI CHI CHURN: Beginner classes Sat. mornings & Wed, evenings. Call to view a class. Location: BAD TAK FAI TAI CHI INSTITUTE , too Church Street, Burlington. Info: 802- 864-7902, Www.Iptaichi.org. The Yang Snake Style is a dynomk taf chi method that mobilizes the spine while stretching and strengthening the care body muscles. Practicing this ancient martial art inaressay strength, flexibility, vitality, peace of mind and martial Skill. theater A PLAYBACK THEATRE SAMPLER: Saturdays, April 11, May 9, June 20. Cost: f45/day, $135/3 days. Location: Burlington, VT. Info: 802-860-6203, jenkristel@hot. aQ.cam. This program is designed for actors, arts -based practitioners and facilitators in healing and community arts who have interest in getting "inside" the experience of Playback Theatre by trying on the roles of actor, storyteller and musician. Use storytelling and im. provBatian Co build trust and un• dersfanding within communftfes. NO EXPERIENCE NECESSARY, yoga EVOLUTION YOGA: Daily yoga classes For all levels, convenient- ly located In Burlington. Cast: $14/10 class cards and unlimited memberships available for dis- counted rates. Mon., Wed., Fri. 4:30 p.m. classes are sliding scale f5-$10. Location: Evolution Yoga, Burlington. info: 902-864-9642, www.evolutionvt.com. Our staff of all nrtified teachers are skilled with beginners as well "'students wanting to refine their practice. Virryoso, Anusam-Inspired, Kripalu, longar and babies/kids classes available. Prepare for birth and strengthen post-partum with pre/ post-notolyaga. Participate in our Community blog: em&tionvt.mm/ evoblog. THE STUDIO ATTHE FIELD HOUSE: Daily yoga & Pilates classes for all levels. Drop -Ins welcome; no membership required. Cost: f15/ drop -in, S60/month (6 classes). Unlimited yoga, $70 (incl. club membership). Location: 166 Ath- letic Drive, Shelburne. Info: 802- 985-4406, www.shelburneath. leticclub.com. Vinivaso, Iyengar, Anusam, Yin, Ashtanga & Kripalu classes as well as reformer, mat a senior Pilotes. YOGA VERMONT: Daily drop -in classes, plenty of choices, open to all levels, two locations. Cost: S14/drop-in, $115/10 class card, $130/month pass. Location: Chace Mill on Winooski River, downtown at 113 Church St. (lop floor of the Leunigi building), Burlington. Info: 802-660-9718, www.yogavermont.com. 'Six -week Skifer and Rider class, six -week Intro to Aslitango, Monthly Rector. alive, Adoptive Yoga, Yoga Instruc• tor Twining Course and more listed on website. Gift artFcatts avoil• able. for the latest, check out our blag: http;//yogavermomtyp.pad. cam. YOGA FOR MEN BY STEVE: Begin- ner Level 1, Mon. & Wed., 6-7:15 p.m. Intermediate Level II, Tues. & Thum., 6.7:30 p.m. Open Class Level I & II welcome, Sat. 10- 11:30 a.m. Restorative yoga, Sat. 12-1 pan. Privte sessions avail- able by appointment.. Location: 6393 Route 7, North Ferrisburgh. Visit our websfte www.mfracl.soft ouch.com for detailed description of clam offerings. To schedule a class or inquire about fees or ser- vices contact Jim, f1harr1159@com- castne4 802-310.8291. Class reg- istration limited to 6/Class. PUBLIC HEARING SOUTH BURLINGTON DEVELOPMENT REVIEW BOARD The South Burlington Development Review Bard will hold . public hearing .in the South Burlington City Hasa Confer me Room, 575 Dorset Sheet South Surtington, Vermont on Tuesday, April 21, 2009 at 7:30 P.M. to consider the following: I. Master Plan application NMP-09-01 of South Village Communities, LLC to mend a previously approved Master Plan for a planned unit development [-misting of: 1) a 334 msidanHal unit traditional neighbuhod design to include single-family, two-family, and multi-fami(y dwelling units, 21 a too student educational facility, and 3) 135 acm community-supportd farm, IR40 Speer Street 2. Preliminary plat application NSO-09- 17 and Final Pis application NSD-o9-18 of South Village Communidet LLC w amend a Pev(ovsly approved plarmed unit development of Phase I cpndsting Of 156 residential un(b, a 100 student Educational facility, and a 35 acre com- munity supported farm. The amendment consists of. 1) subdividing a 187.71 acre Parcel (hot N48) into three (3) lob of 2.71 acres (lot 1118), 0.45 -, to be added to lot 11A, and 184.6 acres (remaining lot N41), and 2) d—lIpfng lot 0118 into a Publicly owned soccer field with associated parking, Ills, Spear Street. Jahn Dinkbge, Chairman South Budingwn Dawtopment Review Boats Copies Of the apPUadom are AvaNble III public impaction at the South Burlington City Mall. March 30, 20DO STATE OF VERMONT CHMENDEN COUNTY, SS. CRITTENDEN SUPERIOR COURT DOCKET NO. S0358-08 CnC Nationsear Mortgage, LLC f/k/a Comex Name Equity Company, LEE, Plaintiff Greg E. Willard, Jamie B. R.M.N. Cot- tages at Trowbridge Crossing Association And Occupants residing at 16 Joseph lane, Essex, Vermont Defendants Other terms t0 be announced at the at or irguim at Lobe Is Fortin, 30 Kimball Ave, Ste, 306, South Burlington, VT 05403, 902 660.9000. Nationitar Mortgage,LET By: Joshua B. Lobe, Em. Lobe Is Fordo, PLC 30 Kimball Ave, Ste. 306 South Burlington, VT 05403 STATE OF VERMONT CHSTTENOEN COUNTY, SS. CRITTENDEN SUPERIOR COURT DOCKET N0. 50740-08 CnC Nationstar Mortgage, LLC, I/k/a Cents Name Equity Company, LLC, Plaintiff Charles E. Blow, Laura A. Blow, Michael Blow And Occupants ranking at 66 Rose Street, gurlingtm, Vermont Defendanb NOTICE Of SALE By virtue and in ewcuNon of the Power of Sate contained In a certain mortgage given by Cents Home Equity Company, LLC to Chad., E Blow dated January 16, 2006 and recorded in Volume 950, page 536 of the Land Records of the Town of Burlington, of whkh mortgage the undersigned is the present holder, for beach of the conditions of said mort- gage and for the Purposes of Foreclosing the same %be said at Public Auction at 9:30 A.N. on April 22, 2009, at 66 Rse Sheet Burlington, Vermom all and dng.Ur the P.mh.s described In said mortgage: To Wit A certain piece of Land In Burlington in the County of Chlommlen as State of Vermont, des rRd a. follows: A lot of Lad with all buildings if.,,. shouted on the eestady side of Rose Street, the dwelling house thereon being known as No. 66 Rose Street sad lot having a frontage thereon of three (3) rods ad a depth of Bevan and three fourths (7 ) Rods, more or less. Being the same properly culvged to Charles E. Blow, Laura A. Blow and Michael Blow, Joint tenants with light of sundv 1 ip by dad from Andre H. Somers, 3, And Haul A. Somers, husband and wife recorded 10/03/1985 in Dead Book 324 Page ADS In the Town Dalfs Office of Chitteden, Vermont To, TD NON.1. 172-000 Terms of Sala: $10,000.00 to be paid in cash by purchaser at the time of sal., with the balance due at closing. Proof If financing far the balance of the pur- chasa To be provided at the time M sale The sale D subject To Gus due and owing to the Town of Burlington. Other arms to be announced at the sale ar inquire at Lobe & Fortin, 30 Kimball Aw„ Ste 306, South Burlington, VT 05403, 802 660-9000. Nationals, Mortgage LLC, NOTICE OF SALE By Nrtua and in atecution of the Power IF Sala con stud In a unaln Mortgage given by Cents Halle Equity Company, LLC to Greg E. Willard dated August S. 2005 and reamed in Volume 561, Page 423 of the Land Records of the Town of Essen, of which mortgage the Under- signed is the present holder, for breach If the conditions of laid mortgage and for the purposes of foreclosing the same will be sold at Public Auction at 11:30 A.M. on April 22, 2009, at 16 Joseph Lane Esser, Vermont .d and singular the Promises described in said mortgage: To Wit BEING ALL THE SAME LAND AND PREMIS- ES CONVEYED BY CORRECTIVE WARRANTY DEED Of BROWNS RIVER DEVELOPMENT CORPORATION 70 R. JAMES MESSIER DATED JANUARY 21, 1999 AND RECORDED IN VOLUME 406 ON PAGES 56-59 OF THE TOWN OF ESSEX LAND RECORDS. Terms of Sale: $10,000.00 to be paid in cash by purchaser at the rime of sale, with the balance due at dosing- Proof of finaming Pon the Wants of the Purchase To be provided at the time of sale. The sale is subject to Gus due and owing to the T of Essen. By. Joshua B. Lobe, Esq. Lobe & Fortin, PLC 30 Klmbatt Aw., St.. 306 South Burlington, VT 05403 STATE OF VERMONT CRITTENDEN COUNTY, SS. CHI TENDEN SUPERIOR COURT DOCKET NO. S0765-06 CnC Chase Manhattan Bank USA, NA, Plaintiff I John llamaµ Chdsdm Sarnam, United State of America, State Of Vencon Department Of Taxes G.W Savage, Corp., Brad taf—lain, MSS Hardware Is Lumber, Citibank (South Dakota), N.A. And Occupants re- siding at 19 Snipe Island Road, Jericho, Vermont Defendants NOTICE OF SALE By virtue and in execution of the Power of Safe unbind in a certain mortgage given by Chase Manhatan Mortgage Corporation to John Barnard dated February 23, 2000 and recorded In Volume 177, Page 238 of the Land Records of the Town of Jeaft, of which mortgage He und.nfgn.d is the present holder, for breach of the conditions of said mortgage and for the purposes of fo.d.sing the same will be sold at Pub- Ilc Auction at 10:15 A.M. on April 22, 2Z9, at 18 Snipe Wand Road, Jericho, Vermont all and dogo , the premises described In said mortgage: 7. Wit Being a pardon of the lands and premiss conveyed to John Barnard and Christina L Samad by Quit -Claim Deed of Ida Barnard and John Barnard dated January 20. 1998 and recorded in Volume 155 on Pages 193.194 of the Land Records of the town of Jericho. Reference Is also made to the Warranty Dead of Elwood R. Pratt and Maureen C. Pratt w John Barnard arced October 25, 1972 and recorded In Volume 43 on Page 337 of said Land Records. Terms of Sale: $10,000.00 To be paid in cash by purrhasar at the time of sale, with the balance due at closing. Proof of financing for the balance of the Purchase to be provided at the time of sale. Tbe sale is subject to Goes due and owing to the Town of Jericho. Other temp to be a.. —it at the sale or Inquire at Lobe B Fortin, 30 Kimball Ave, Ste. 306, South Burlington, VT 05403, $02 660-90M. Chase Manhattan Bank USA, NA By Jmhu. a. Lobe, Fsq. Lobe B Fortin, PLC 30 Kimball Ave., Ste. 306 South Burlington, VT OS403 STATE OF VERMONT CRITTENDEN COUNTY, SS CRITTENDEN SUPERIOR COURT DOCKET NO. S 322-09 CnC TOWN OF HINESBURG. Plaintiff THE ESTATES OF WILLIAM E SIMPSON, LAVINA M. SIMPSON, RONALD. L SIMP. SON and NELDA G. PREBOR, Defendants SUMMONS AND ORDER FOR PUBLICATION To the abo eenamed O.hdants: You arc hereby I.Inimned and required to serve upon Joseph D. F.R.U. Esq., Plaintiffs att.—Y, who'. address is PO Bo. 257, 10729 flout. 115, Hinesburg, VT 05461, an answer to Plaintiffs Complaint in the abowandded action within 41 days after the data of First publication of this Summons, which Is April 1, 2009. If you felt to do so, judgment by default will be taken against you for the relief demanded In the Complaint Your answer must also be filed With the Court to be held at Bur- Ungton, County of Chittenden. Unless the reUef demanded in the Complaint is for damage cuwrad by a liability fms me policy Ands which the imam, has the right or obfigatim to conduct tire defense, or unless otherwise provided in Rule 13(a), your answer ..at seat. as counterclaim any Mated d.fm which you may have against the Plaintiff, or you will thereafter be barred from mak- Ing such claim in any other action. Plaintiffs action Is a complaint for an order convoying tide from Defendants to Plaintiff and quieting tide in Plaintiff. A copy of the Complaint is on Rla and may be obtained attire Office of the Clark of this Court Chittenden County Supenu Courthouse Main Street Burlington, Vermom. It appealing From the Motion in the above -entitled action that service cannot be made with du. diligence by any of the methods prescribed in V.R.C.P. 4(d) through (0 inclusive, it Is hereby ORDERED that service of the Above proof. shall be made upon the Wedarrw, Th. Estates of William E. Simpson and Levine M. Simpson, their heirs and assigns, by publication pono- am To ILR.GP. 4(g), This Order shall be published once a week for two on—aa- cle weeks on April 1, 2009, and April 8, 2009. in the Sewn Days, a newspaper of general circulation in Chitaden County, .. and a copy of this Order shall be mailed to the Dehdams, The Estates of Wil- liam E Simpson and Latina M. Simpson, their heirs and assigns, if their address is known. DATED at Burlington, Vermom, this 23rd day of North. 2oo9. Dennis R. Pearson JUDGE, Chinenden Superior Court STATE OF VERMONT CHITTENOEN COUNTY, IS. CNITTENDEN SUPERIOR COURT DOCKET NO. S1636-08 Cat Wells Fargo Bank N.A., Maimiff Short Robert B Kneeland, Sc. Penny —Me. England Federal Credit Union, Tmatep Condominium A,su(,. Non, Inc, And Occupants residing at 64 Bayberry Lane South Burlington, Vermont Defendanb SUMMONS & ORDER FOR PUBLICATION THIS SUMMONS 15 DIRECTED TO: Robert B. Keeeeand. 5, 1. YOU ARE BEING SUED. The Plaintiff hat started a lawsuit against you. A COPY of UM Plaintiffs Complaint Against You Is an IN, and may be obtained at the office of the dark of this court Chktenden Superior Court 175 Main Sheet Burlington, Vermont Do not throw this paper away. It Is in official paper that effects your lights. Z. PLAINTIFFS CLAIM. Plaimifft claim is . Complaint In F. a La um which alleges that you haw breached the Terms of a Promissory Note and Mortgage Dead dated July 13, 2004. Plaintiffs action may effect your interest in the property described In the Land Rec d, of the City of South Burlington At Volume 676, Page 130. The Complaint also .it, Mlef on the Promissory Note uwcutd by You. A copy of the Complaint i, on Fix And may be obtained at the Office of the Clerk of the Superior Court for the County of CmthMen. Slaw of Vermont 3. YOU MAST REPLY WITHIN 41 DAYS TO PROTECT YOUR RIGHTS. You must give u mail the PUlnMff a written response celled an Answer within 41 days after the date on which this Summons - OW published, which is April 1, 2009. You most send a copy of your answer to the Plaintiff of the Plaintiffs attorney, Joshua B. lobe, located at 30 Kimball Avenue, Suite 305, South Burlington, VT D5403. You most also give or wait your Answer to the Court located at 175 Main Street Burlington, Vermont 4. YOU MUST RESPOND TO EACH CLAIM. Th. Answer is your written response w the Plaintiffs Complaint. In Your Answer you must state whether you agree or disagrae with each paragraph at the Complaint If you belirve the Plaintiff should not be given everything asked for in the Complaint you must say so in your Amvm, 5. YOU WILL LOSE YOUR CASE IF YOU DO NOT GIVE YOUR WRITTEN ANSWER TO THE COURT. If you do rot Answer within 41 days after the data an which this Summons was fits published and file It wdh the Court you will Lose this use. You Will not get Lo tell your side of the story, And the Court may decide against you and award the Plaintiff everything Asked for In the complaint 6. YOU MUST MAKE ANY CLAIMS AGAINST THE PLAINTIFF IN YOUR REPLY. Your Answer must stew any Masud Legal claims you haw against the Maindff. Your claims against the Plaintiff an celled CounteldMms. If you do not male your Counterclaims in wft g In your answer you may not be able To bring them up at JR. Even if you haw Insurarrce and the insurance company with defend you, you must still fR. any Counterclaims you may have. 7. LEGAL ASSISTANCE. You may wish to get legal help from a lawyer. If you can- mt afford a lawyer, you should ask the court Clark far Information about places where You can get free legal help. Even if you cannot get legal help, you must still give the court a written Arower to Protect your rights or you may Lose the use ORDER legals as �IVI! ", GAI EERIl it r��0_:: ���r��. INC 10 Mansfield View Lane South Burlington, VT 05403 April 15, 2009 Mr. Raymond Belair, Administrative Officer City of South Burlington Planning & Zoning 575 Dorset Street South Burlington, Vermont 05403 Re: South Village Soccer Field Plan Update Submittal Dear Mr. Belair: Phone: 802-864-2323 Fax: 802-864-2271 E-Mail: mail@cea-vt.com In accordance with Staff request, we have revised the proposed parking lot to provide the minimum 10% green space required by the Land Development Regulations. Please find attached a computation summary of the green space requirement and the 5 sets of full size sheets and one 11 x17 set of sheets impacted by the minor revisions to the parking layout to achieve the green space requirement. If you should have any questions, please feel free to contact me at 864-2323 x310. Respectfully, David S. Marshall, P.f� Project Engineer \dsm Enclosures: 8.5' x 11" computation Sheet Five (5) Full Size and One 11" x 17" reduced Size Plan set including: Plans by Civil Engineering Associates, Inc. C-5.11 Overall Site Location Plan Mar., 2009 Rev 4-15-09 C-5.11A Site Grading Plan Mar., 2009 Rev 4-15-09 C-5.11B Site Utility Plan Mar., 2009 Rev 4-15-09 C-5.11 L Landscaping Plan Mar., 2009 Rev 4-15-09 cc: CEA File 01243.00 (11x17 plans); M. Holgate (11x17 Plans & Full size plans) R\AutoCADD Projects\2001 \01 243\Belair - Updatempd -w- �o`A2 p 3 5F AO oS E 4� 546 55 A !. a ..r/ '4•.1 tt. 'i,. south RECREATION & PARKS TO: Ray Belair FROM: Tom Hubbard RE: South Village multi -purpose athletic field DATE: April 21, 2009 Please find attached a memo date September 15, 2008 from David Scheuer regarding the multi -purpose athletic field at South Village. Paragraph #3 references the parking spaces, slightly exceeding the amount we originally requested. Bruce Hoar and myself continue to work cooperatively with David and Dave Marshall as plans for this field and adjacent area continue. I've also attached remarks from Bruce Hoar relative to the provision of an easement for the access road. To: Tom Hubbard South Burlington Recreation Department From: David Scheuer Date: September 15, 2008 Re: South Burlington City Recreation Field at South Village Copy: Joe Segale The following is a summary of the proposed arrangement between the City and South Village, per our recent meeting with you and Bruce Hoar. This summary is for your review and for distribution to Chuck Hafter, Bruce and other city staff as necessary. South Village will construct a youth multi -purpose field per the original approval of the City Council. The plan will be per the most recent Civil Engineering Associates concept as we submitted at the meeting dated August 26, 2008, with the following minor modifications: 1. The access road will be paved from Allen Road East to the southern boundary of the land to be donated by SVC to the City 2. Fencing will be installed along the western edge of the soccer field The City will be a co -applicant on all required approvals. Parking will include 60 +/- spaces rather than the original 50+/- you requested, subject to budget. Per Bruce Hoar's request this will be gravel, as will most of the access road. The plan includes an extension spur of the recreation path to allow bike access and a "bike park", landscape improvements and extension of utilities (electric and water). South Village will make a dedication of the land required for the field and parking. SVC will provide an easement for the access road and bike path between Allen Road East to the southern boundary of the land to be donated by SVC to the City. The City will assume maintenance, snow plowing and liability for the entire access road and bike path. The budget for this including all engineering, permitting and improvements will not exceed $ 250,000 as approved by the City Council. If necessary for budgetary reasons we will make modifications with the consent of you, Bruce Hoar and Chuck Hafter. Let me know if you have any further comments. Thanks. CPage 1 of Tom Hubbard From: Bruce Hoar Sent: Thursday, September 18, 2008 1:41 PM To: Tom Hubbard Subject: RE: South Village proposed agreement Tom, My only comment on this document is that a sentence should be added like the following: SVC will provide an easement f7the access road and bike path between Allen Road East to the southern boundary of the land to be donated by SVC to the City, until such time that the easement can be changed to a Right of Way to the City. Bruce K. Hoar Director South Burlington Public Works 575 Dorset Street South Burlington, VT 05403 802-658-7961 bhoar@sburl.com From: Tom Hubbard Sent: Thursday, September 18, 2008 9:23 AM To: Bruce Hoar Subject: FW: South Village proposed agreement Bruce — Here's that attachment again from South Village ... let me know if this one makes it to you ok. Tom Thomas Hubbard, CPRP Recreation Director South Burlington Recreation Department 575 Dorset Street South Burlington, VT 05403 Office Phone: 802-846-4108 Office Fax: 802-846-4101 E-mail: thubbard@sburl.com From: Tom Hubbard Sent: Monday, September 15, 2008 3:10 PM To: 'Charles Hafter'; Bruce Hoar; Paul Conner Subject: South Village proposed agreement Here's the summary proposal from South Village as presented and discussed at our recent meeting. Pending approval, South Village will plan to proceed to DRB for review. Please respond to all with any concerns or questions. Thomas Hubbard, CPRP Recreation Director South Burlington Recreation Department 9/19/2008 PROPOSED STREET TREES SYMBOL QUANTITY COMMON NAME BOTANIC NAME SIZE COST 4 Bur Oak or White Ash Quercus macrocaroa or fraxinus americana 2. 5" Caliper $500 ea. /$2, 000 4 Autumn Blaze Maple or Honeylocust Acer Rubrum or Gleditsia triacanthos 2. 5" Caliper $500 ea./$2, 000 Total $4, 000 PROPOSED LANDSCAPING SCHEDULE SYMBOL QUANTITY COMMON NAME BOTANIC NAME SIZE COST 11 12 Summer Wine Ninebark Physocarpos 5 gal. $50 ea. / $600 0 6 Annabelle Hydrangea Hydrangea 5 gal. $50 ea. / $300 41 6 Sargent Crabapple Malus Sargentii 5 gal. $500 ea. / $3, 000 6 Bluestar Juniper ✓uniperus Sabina 5 gal. $50 ea. / $300 17 Golden Princess Spirea S,oiraea 5 gal. $50 ea. / $850 4 Northland Blueberry Vaccinium 5 gal. $50 ea. / $200 1 Black Lace Elderberry Sambuccus 5 gal. $50 ea. / $50 9 Austrian Pine Pinus Nigra 6'- 7 high $325 ea. / $2, 925 9 Canaan Fir Abias Balsemea "Phanerolepis" 6'- 7 high $325 ea. / $2, 925 Total $11, 100 PROPOSED STREET TREES SYMBOQUANTITY COMMON NAME BOTANIC NAME SIZE COST 4 Bur Oak or White Ash Quercus macrocaroa or fraxinus amencana 2. 5" Caliper $500 ea. /$2, (,u,1 4 Autumn Blaze Maple or Honeylocust Acer Rubrum or Gleditsia Ir acanthos 2. 5" Caliper $500 ea. /$2, 000 Total $4, 000 PROPOSED LANDSCAPING SCHEDULE SYMBOL QUANTITY COMMON NAME �- BOTANIC NAME SIZE COST 12 - Summer Wine Ninebark Physocerpos 5gal. $50 ea. /$600 • - 6 Annabelle Hydrangea Hydrangea T 5 gal. $50 ea. / $300 6 Sargent Crabapple Malus Sargentii 5 gal. $500 ea. / $3,000 6 Bluestar Juniper Golden Princess Spirea ✓uniperus Sabina Spiraea 5 gal. 5 gal. $50 ea. / $300 17 $50 ea. / $850 . Northland Blueberry Vaccinium 5 gal. $50 ea. / $200 4 1 - - Black Lace Elderberry - - Sambuccus - - - - 5 gal. $50 ea. / $50 9 - Austrian Pine Pinus Nigra 6' - 7 high $325 ea. / $2,925 ' Canaan Fit Abias Balsemea "Phanerolepis" 6' - 7 high 9 $325 ea. / $2, 925 Total $11,100 I I ' I pTH EN ANCE � -- I E SUMM RY_ - -- , 088 AA T „ GRICULTURAL f AM P K 24 AC EN SPA PM PE K _, _ N DEPENDENT PHASING I I :h&3 ACRES �b PHA E r MAwDGEUM OF I If MAI ENTRANCE SUMMARY 2 0T 179 AM PEAK 158 PM PEAK Q t—~ _ , 1 I I AGRICULTURAL OPEN SPACE NOT DEPENDENT ON PHASING t13.0 ACRES I FUTURE 100 / I STUDENT SCHOOL SITE 15.0 ACRES OPEN SPA Mor D7) -Door E 1 _ ql �uAoo ER STORM WATER \ POND , ITS l SOUTH ENTRANCE I VTE SUMMARY 940 AADT , , MIN- I ' 59 AM PEAK 67 PM PEAKI`- I j FOUNDABO1f ROAD II II OPEN SPACE WITH RESTORATION AND AY IMPROVEMENTS ENTS I NO t,_ t16.9 ACRES I DEVELOPMENT \ % I PROPOSED I I I GRAPHIC SCALE - I ( IN FEET) I 1 inch = 200 It _ _ �- PLANS PREPARED BY: r 1 1�. I E CIVIL ENGINEERING ASSOCIATES, INC. P.O. BOX 485 SHELBURNE. VE 05482 RfR°B9-2923 FAR: R02-R 471 x www. w- m 1 oTuxn AWY CR°CIRD DSM __�---� D DSM APPLICANT: SOUTH VILLAGE COMMUNITIES, LLC. PROJECT CONSULTANTS: OPEN SPACE LAND uSEPLANNER/ARCH/TFCT LOONEY RICKS KISS NASHVILLE, TN WITH RESTORATION AND WALKWAY IMPROVEMENTS *116.6 ACRES CIVIL ENGINEER CIVIL ENGINEERING ASSOCIATES SHELBURNE, VT _ — TRAFFIC ENGINEER - - --- — TND ENGINEERING OSSIPEE, NH c uow c wrcnnccl LAND -WORKS MIDDLEBURY, VT V PROJECT TITLE: — — SOUTH VILLAGE 9uvLh Duri1R Lo�. v�.u,oDT SPEAR STREET AND 1 ALLEN ROAD 1 SOUTH BURLINGTON, VT 0 X I o n m � n �. 9 w m 1 --I co C= ^, O e_ MU OF U TS DATR CNRCR80 RRP1910X 3_3 w DSM RUSID LOT LAYOUTS 8-747 DSM REMSED LOT "MTS 1-"7 DSM REMSED LOT UYDUTS A T EN ANCE 7-07-M DSM REM= LOT Utt TS / MARY 1-76-06 DSM REMSED LOT LAYOUTS ADT A PEAK MASTER I 17 K 1 PLAT I PLAN ( / I DATR OMTRNG XUYDOf I I PHASE RESIDENTIAL UNIT SUMMARYPHASE 1 AUGUST, 2004 / \ 1 PHASE II 11518 aslo- - \PHASE III 60 P 2 334 / RR. NO. \ _ ` 01243 I l m I SOUTH I VTE 94 59 \ 67 1 I / — — �J I l I Impervious Area Summary PLANS PREPARED BY: 226.8 Acreage of Property 20% Maximum Building Coverage C 45.36 Maximum Building Acreage Allowed I E' 10.0 Phase 1 Maximum Building Coverage Acreage 15.0 Phase 2 Maximum Building Coverage Acreage 15.0 Phase 3 Maximum Building Coverage Acreage 5.0 Phase 4 Maximum Building Coverage Acreage CIVIL ENGINEERING ASSOCIATES, INC. P.O. SOX495 SUELOURNE, VT 05402 226.8 Acreage of Property eut-es 2= rM. 6U W54271 urea: www,c,rea.com 401/6 Maximum Lot Coverage - 90.72 Maximum Lot Coverage Acreage Allowed vnwv� 20.0 Phase I Maximum Lot Coverage Acreage Q�II i NO TH EN ANCE I ae e7 10.0 phase 2 Maximum Lot Coverage Acreage SUMM RY _ -- 30.o Phase 4 Maximum Lot Coverage Acreage Mc... 088 AA T GRICULTURAL �\ DSM AMP K f•24 AC. 70 EN SPA — ^/ _ APPaovso _ ea _ — — DSM 8 PM PE K_ — — i I CP' oEPENASLNENT J O ......... /I I *ail/ . . . . . • • • • . • APPLICANT: 94 .-. -. •.•. 1° I�GA SOUTH VILLAGE 02) v : 79 GE . COMMUNITIES, LLC. ................ . � / I ... ® yyO0YN�l' I I 7a eo MA041 NITS .. _ , _ _ _ • , • , • PROJECT CONSULTANTS: �J ..... _ OPEN SPACE LAND usEVLavNERiaRCHirEcr MAI ENTRANCEAGRICULTURAL QbJ� Q;5 TM MFAMTORATIONLOONEY RICKS KISS 1 "5uu, - . . ' . NASHVILLE, IN SUMMARY I OPEN SPACE „4 ® ................ tnae ACRES .... . 2 QT NOT DEPEN TON lod, . . . . . . . . . . . . . .. . . .. . . . . I ua CIVIL ENGINEER 179 AM PEAK 1 tlao AANo xs, ................... ...... I I L JCRES 112 . • ... ' CIVIL ENGINEERING ASSOCIATES 158 PM PEAK ' �. aD QU7) in SHELBURNE, VT Trod TRAFFIC ENGINEER TND ENGINEERING I I 1 ll FUTUR 00 Q 1e . . . . . . . . . . . . . . . . . OSSIPEE, NH I H I16 1 LANDscAPE ARCH/TEcr _ _ I 110 A TE „—Q ........ LAND -WORKS II I O oO . .-.-. . ....... •. MIDDLEBURY, VT •• I I aau r — _ � ) I I rA --� � .- � .- ....... •--- PROJECT TITLE: I .... _�--�— 9 53> AGRI TUBA 7A v , OPT: : : . : :.. yy SPA v ® J �• `. .: I SPEAR STREET AND ,ram E /Ij •STORM WATQt - .I ALLEN ROAD gyg7j UVIc5'e> POND SOUTH BURLINGTON, VT -IT U ITS c-D t5o° SN ENTRANCESUMMARY CONSENT AM PEAK I j sr 301 DECREE ,I PM PEAK I � � � ® _ . 1 <:33> :� EXHIBIT C story IN f V �., r r �q POW JPp os ® '.�•. . l I (4 ROOD- - 1&9 ACRES NO EN I I APR LaPOSEDT \��'r"v ��i, _ •-•-/�✓ I I I GRAPHIC SCALE n IN FEET ) t i ch = 200 (L >f•• ^�'�"/ `= DArs cxsc�o Rar610N 1 M_w DSM REWW LOT urours I-5-07 DSM REMSED LOT LAYOUTS ® 2-02-06 DSM REASED LOT LAYOUTS I A T EN ANCE I-76-O6 DSM REMSED LOT LAYOUTS / MARY 6-1-05 DsM RENSED MT M MEER ADT A PEAK MASTER 17 P K PLAN I I PHASING I / I oArs oaAnnc nuMaea I 1 i JUNE, 2004 9CA11 200' S1.1 _ � I PROJ. NO. 01243 t 1 I � I I - _ J, ................. ................... . ORTH ENTRANCE 86................ ...... ... . ........................... VTE SU _MANY_ 1088 ADT -- 73 AM PEAK ' f•24 AC. 85 PM EAK C I I I I I I I � I 1 , I ' I I , - I I - _ 1 - �ll � / I I 1 I � I � MAIN ENTRANCE 1 1 1 I 1 VTP SUMMARY I I 2 Cp& -AA-Q T , 17 - 9AM PEAK - I L II - 15811 PM PEAK FIELD -' I I I I I 1 1 prtapD� 72 GRICULTURAL EN SPA DEPENDENT PHASING f 3.3�CRES - AGRICULTURAL OPEN SPACE NOT DEPENDENT ON PHASING ±13.0 ACRES 63 O I ' FUTUR 00 STU N SCH00 ITE ----- ^` �\ L� I d - 3--- 5 ACRES I _ I I i \ I .\ 1 1 STORM WATER POND I I I II I j1 79 80 \\ / 78 0 41-:'11-8-UNITS O G E J MUM OF - PLANS PREPARED BY: f E� CIVIL ENGINEERING ASSOCIATES. INC, P.O. BOX 405 SHELBURNE, VF 0,492 DOY-RB 2= FAN: NO2-A-71 ---- on" DRANK AWY D M AT'_. DSM APPLICANT: SOUTH VILLAGE COMMUNITIES, LLC. PROJECT CONSULTANTS: LAND USE PLANNER/ARCHUFCT LOONEY RICKS KISS NASHVILLE, TN CML ENGINEER CIVIL ENGINEERING ASSOCIATES SHELBURNE, VT TRAFFIC ENGINEER TND ENGINEERING OSSIPEE, NH LANDSCAPE ARCHITECT LAND -WORKS MIDDLEBURY, VT PROJECT TITLE: _ SPEAR STREET AND ALLEN ROAD w O0n m rn CTJ UT O O 0 00 SOUTH BURLINGTON VT • I 102 I 115 o WIT WAL I O103 114 L ,a T CONSENT 105 I O113 DECREE O 106 112 O -- EXHIBIT C _ 107 D7 111 O t0a 1 no - 109 DATR —c"D R 31ON _ .......... tyy....-. ........ .. - y...�... .12t ......y. }-]D-09 1_5W OSM OSM RENffD LOT UYOOTS REN3D LOT LAYOUTS 117 119 120 .•..•.•...•_.........._.. _ .. T_: a OSM RENSED TRAFFIC wLuuESTIMATES I ... • + • • ..... y • •:.... .':..'.:.'.':...:.'.:.'..:'.'.':.......':.'..:' .�.:.�.�.�..�.�.:�.�.�:.�..:..�.�.�...:.:= . 1i6O �.�.�.:..�,. II-5-04 DSAI MASTER RENSED LOT LAYOUTS .. _ PLAN �; ._ . PHASING - NORTH DAT11 AUGUST 2004 DNANIN0 N.... 5, I Rcw a ,• -,00' S1.2 --- 01243 I I II 11 FUTUR STU[ - - I SCH00 --" I I _ f5.0 A I STORM WATER POND I I I II I I II LANE D AGRIC TURA 07 7 m 6, 3j OPE SPACE 0 m 'I NOT D ENDENT 0 I D_ AtHASINGj .6 ACRES ® z\/II VWWI O U7 59 II I jail 1 4B m 20 Illf � U 1 (:21 �56 U I 21 f 30� 1� I 5 ®0) G I 26,E 58 E 5C ti-i 31 30 32 36 0 41 �-� ~ 1 9 L"J CO STORM WATER �; Lj U MADI 0 LA m POND N 0 340 i 1 1 SO-' IY TORM WATER 1 j • F49 POND j .1� I \ONgOgO _C 50 - I0I 'I 7-q 4 1 I , I , I , I , I I I T I I I 1 I , NO ti DEVELOPMENT PROPOSED 117 119 120 , 00 N � J ITE 'RES . c\ �; l ALLEN ROAD EAST • . . . 10 tOlj 10B 12 14 56 / . . . . . . / STORM WATER POND El IT5.16 O R�S� PLANS PREPARED BY. CIVIL ENGINEERING ASSOCIATES. INC. • . P.O. BOX495 BNELBURNE, VT 0,482 W-DR Ml W M-M- 1 • . DIGtN AWY DSM - • APPROVED DSM . APPLICANT: . . SOUTH VILLAGE COMMUNITIES, LLC. • PROJECT CONSULTANTS: / - LAND USEP[ANNER/ARCH/71=CT LOONEY RICKS KISS NASHVILLE, TN • \ • CML ENGINEER CIVIL ENGINEERING ASSOCIATES F SHELBURNE, VT • TRAFFIC ENGINEER f TND ENGINEERING OSSIPEE, NH • I LANDSCAPE ARCHITECT ® LAND -WORKS I MIDDLEBURY, VT I, PROJECT TITLE: i- SPEAR STREET AND ALLEN ROAD SOUTH BURLINGTON, VT 2 12 �' 11123 1124 j�GFF�P� 13 . S 140 v vP� JI' `,.I ATF.i' .=�NV RO 0� 1 �I� -OF I 1 CO Ilt) 48 1E 126 14 143 b U I 47 O 127 �� f 15 OP N SPA C 148 151 WI ES RATION N WAL W PROVEM NT 150 t18.9 ACRES ^ /^\ 2 7 28 © 61 - 128 1 AD I� --- II OUND OUT I 1 34 0 129 131 © 133 9� 129 135 4 O� 09 139 CONSENT DECREE EXHIBIT DATE cHKnD REVIRION -l0-06 DSM I RENS[D LOT LAMM -S-07 DSM RENSFD LOT LATOUTS -16- DSM REVISED LOT LAYOUTS -9 0/ DSM REVW DSM ISED LOT LAMM ROAD SEDuWTUENT MASTER PLAN PHASING SOUTH DATE DRARING NUMRER AUGUST,2004 sOAla 1• -,00' S1.3 PROT. N0. 01243 m sa•oss°"w \ SITE ENGINEER: I , 20' ACCESS EASEMENT SERVING � -J 1 r36.e7'-� N '"� 3YN•W I I MASTER HOMEOWNERS ASSOCIATION °' LEGEND 1 DRAINAGEINDICATES STORM ErfrATE NOTE / cweW° tI� m�es 184.83 AC. dwxAOE ,+'W NOTE 1: INDICATES STORMWATER MAINTENANCE ( - - - -PROPERTY LINE WI $ I I I uswp T eaar'- EASEMENT (TYPICALLY 20' WIDE) CENTERED ON - _ _ _ _ _ _ I =\ til ' , W I (HATgiEp) 1 I GRID NORTH p O - i SUBSURFACE DRAINAGE COMPONENTS - EASEMENT LINE -C 1' (eEE NOrz 1) VT COORD., SYSTEM 1983 O wI>z I _ W I I W i I FROM CPS OBSERVATIONS o IRON PIPE / REBAR FOUND w/SIZE G v a 0.22 AC. �1 vl* O y pt,,�, 0 8/8- REBAR w/ SURVEY MARKER zlm sa'lero7"W I o.2e AC, ni j ()) /� _I o.1e Ac.I'� ` I I ^ pppppp m1 CIVIL ENGINEERING ASSOCIATES. INC. el.or i I / i Na-m _ i I (A IIG / / oMensriedv FW-oo,S Ood-b. YTo6403 / o PROPOSED CONCRETE MONUMENT ! S a7]'44• W Sa Yaa•w 44 Sa '4a•W 1 L I O `. I / / ()FAIL 80211e4Q2]t tveli:2e.ao-44.ar� sW75.W�g7l.-,, / O UTILITY POLE EXISTING».a'- -I I•�1b,2"'w =I Q / / /.. - - BUIUNNG ENVELOPES g aaerawRY ®Iaces• Q � 20' WATER MAINQ O I O O189 I O I EASEMENT TO BE / / 1NUMBER OF UNITS o.21 Aa 54 55 56 W 1 I 59 W ..i 62 iea.ax ACRES /' coNVErED To cir �/ 51> ACL /wl 57 r i 60 w WO I r(A /§ § i 1 o.1s Ac. Ara o.le Ac. la $ I 11 a -i$I '19 Y1'3 0.20 ACRES I - 0.20 AC. I CORNER SITE TRIANGLE RESTRICTIVE AREA ey!� e g (� $i$ I� 0.17 AC. $ I .. 11� (i) rill 0.17 AC. nig rGl$ 0.18 AC. mIY = / / J/ / STORMWATER EASEMENT rOn'm® t� I / al_ 52 t (I) al- (t) U) r tt) - O / "� w• w / I I 0) ai co / TO BE CONVEYED ..?° 8 .Po ra7j L, / 0.20 ACRES 1 1 N°av a+ I I I ',I I I L - - J TO CITY f s �vz; STORMWATER EASEMENTS ON PRIVATE LOTS ePPRoveB '%"°� TRC _ sw.,' / OR COMMON LAND (» 1 {.a• ,_ _ _ J L _ _._.� L_ _ _ J / L_ ��- - F1 L � � I :(/ / IV, 7°'T0•f L . _ . _ . _-J Nelae•10:E { '0' -__- J-J _-- - N08'a3'44"E - _ q�� .I N ,esN 23 E a. +• �,a- Naass'a4"E 0. (/(!/• / \ OWNER: 3].68' DRN�NAGT O R 28a00 L-26.04 _ 11.... aAWACE EASENEnT EO R 2- V I 1`°°�• `TEE R SOUTH JEFFERSON ROAD<EEE norz o.._. _ __.__ - �ie (SEE NOW ,) Ni "I W LJ - L� SOUTH VILLAGE m1a N OW4 . N aa7„ nag s'�•E zsz• I zs.lo• Ui / \ MULTI -FAMILY DEVELOPMENT na]s'4' n'°°' - .z °° ` 4 �� \ �N'a �' I STORMWATER armor \ - - RIGHTS DEFERRED PENDING °'I Aer ��>o POND 5 EAswENT \ ��� CITY OF SOUTH BURLINGTON 1 •��\\� f Z \ j .fib• 1' x4s 7 Naa'szaeE) (�N01EI L� i \ D.R.B. SITE PLAN APPROVAL 1 COMMUNITIES, LLC. �� R.zzaarI (1) 0.19 12 11 "� 1 1 \ z: r� I 11 QJ N NVQ /e ssr I y� (LOT 50) 1 O _rs W IW \ O.� I zals �� STORMWATER 1 _ O _ CORN O i "9 - - '- 1, >_. 14 r� g r E r �l ❑I- o.2e AGREsg�I Ie (A '� mazr• I POND 4 1 I ( J, P N �..• 41 R•ae+.00 i TEMPORARY EASEMENT SERVING 1-'°°• 1 0.92 ACRES 15 I (2) .I $ 28 0.17 \ bps, NMlssu 1-3172' " 4•( / I THIS PLAT DEPICTS THE PROPOSED SUBDIVISION OF HOMEOWNERS ASSOCIATION. .1 \ 1A (.�) S''• Je' A PORTON OF THE SUBJECT PROPERTY BASED UPON a (t) I i 0.47 ACRES 1 l_ . - Noees'a+'E- - - - ° - 2e.eY N ! OUR SURVEY OF THE ENTIRE PROPERTY. EASEMENT AND CUL-OE-SAC TO L)J s81 0.13 1OB E it L_.-spe3,Tµy- J - _ - "zll u� • rw \ BE TERMINATED UPON EXTENSION 2- AC• 3 1 J H To.Ilo- - i_ '_Haar-- mCpypl� 1 seem,e•E saeoe'oz•w JEFi�E NR�°.00 - ^ s6-e m r - - e . I. - (A chi = el�e•Y T.ar 0.e9 L Ve 97' R3 9sa2' 1 �?'r3•E _ -' --'�' \ \ \ RDOWNINQ-CALKINS REVOCABLE TRUST -SOUTH' OF THE ROADWAY. ,N IJ (- - 4+'T _ -1 's,�1 I _ -o j - r -I AO \ VILLAGE•PLATOFSURVEY', DATED MARCH 23,2006. IIIQ _ ,a.M'-' I �j ' S65, E' P + 11 _ fl� /t 0�.1.4 ti e3{A I /I / w I 1 L 1 I •W OAMAaE E.EgNENi '/ \ \ \ RECORDED IN THE SOUTH BURLINGTON LAND 1� r (� 0.19 `:..JJh 1_' „a 3 1 Iji GOF1 w= V I 1) 8 O l 1 1 \ \ RECORDS. gl. AC. 0A -, I Neax•ozY I 16 I a' r_ - n oz`zW,°^ o.ia d ' �r (1) w I I �:; - 1 ,eeT 1 S _yaw •� n) ACRES T7, ---- ACRE4 I 42 Sr O„I I` ( I // \ \ TOTHE LYBEST DEPICTS TS KNOWLEDGE SUBDIVISION THIS PLATI 'f L - V�i' (l]L�� 1 0.32 ACRES 2 S Tf' I W 46 PROPERLY DEPICTSAPROPOSED SUBDIVISION OF _n000' (3) •'T'1'g I- - / A EASEMENT .13 7. I `. _.-N- -"E--- 0.19 AC. 1- 0.19 -I IR O ,1 1 \I 11 LAND SURVEYED UNDER MY DIRECT SUPERVISION. �1(LBASED UPON W...: O '�' �/ o•E- 5a0'zfi'x'E i wsr' -i2a.a'----5 i a) I �.' I 02(2)CRES mlm 4� I ) / �•`_ 9 1 I OUIRnANALYSS OF RNG IECORD ES B PHYSICAL EVIDENCE ^w s I t I '�` I-1^ sao„j"e'3 qq I (1) I I .a. I RECOVERED AND MEIN SUBSTANTIAL ! 1O Is 0.34 ACRES m $ 1 „O.Oa' ie (1) O C rr ^ ) CONFORMANCE WITH THE RECORD. THIS PLAT IS IN FUTURE SCHOOL SITE SUBJECT I O I� _ - = 1 14 L - L. _J I I 1 1 1" (3) _ �z rse2 ze Jag sae w - o73g+� w - COMMA P' / i l SUBSTANTIAL COMPLIANCE WITH 27 VSA 1403. THIS TO CITY OF SOUTH BURLINGTON D.R.B. ^1 0.81 ACRES r ': - ^.0-7100-, 4a78'-,ta0a--- it ( STATEMENT VAUD ONLY WHEN ACCOMPANIED BY MY nano' N - 0.20 ACRES r - 0 33 AC: I I SITE PLAN APPROVAL I _ - - I I r r / I ' (LOT 11) ' (3) I f :� _ _ s01�73�;E ONAwAGE EASEMENT - _- _- - ORIGINAL SIGNATURE 8 S (ABOVE). I ' - - 7aea -- cam-{ (SEE norz tl l - -- sooza'o ' ' a saw J I , i i I I 1 III f f 1 oR 1 i ��`• sa' arm _ ... S�D� GG' _ - _ nax7 _ (1) $ » I I V r I + a W I O g f O sY 1 I TIMOTHY R. COWAN yr is 597 2a.0 - - oaAwAaE EASE. - - - so3'I' f 0.14 8 W I W 1 41 orb 0.13 Y / O 503'r3CE (SEE Norz ,) _ .' - 0• ( 1.49 ACRES / PROJECT TITLE. •,T»•E Haas{, a 26 AC I $)� ('� 92 C ?i� k AC � / 1 Ica/ ae.aT - s :. 'yl ffi I I I I W AC g, 90 Rffi K 9.04 ACRES - NMAOE EASE. Sa2'tT3Le'E ` (2) s:l 8 - 33z�E _.-t �Ia 0.23 ACRES $ O.1B A0. (1) 3) I I / /• �� j - - - oR( Na,E,I �.: „a_a9._ _ -, �; , 'a.a. _ w l IN 1 (u I i i ml SOUTH VILLAGE . ra►� W I 22 'F'8r', (t) A 1 Z i 6' _ . J L . _ . _ . _ . y sox- (2) 1 °AI9. i : 00.19� "3z L-za' , /TsaE ' naea Q o 8 0.25 ACRES _ 25 AC. 111 ( - - R.xoaao 501'\ tl) a0�13 9 $ \8 '� $ <. 1 u -,.m .. n.a• aem ze.o• us.or v, / I 1 w 1� 1 , O •E-._ ,aa_»� = N��E•>e•E. _-FROST STREET �i^ I i 1 IW I SPEAR STREET & SEE SHEET S1.3A �./E t( ozs ACRES i am3' O' �- _„a 1 a'x Q i l ^ FOR LOTS 11, 71A & 11B/" ,]3'Si - $r 1 20 _ a- ' 1i - (1) U - ,- sz- -- - - - - §jgi W i i ALLEN ROAD (� (--501'bso� - R :: _ O `. - 0.19 sae •w soea o w o ea•w oe azw O a 1 1 p) 8 „ _ Cq,�/pN m 2 °' I i I SOUTH BURLINGTON, VT �,� 1 QQ 1401 n.a'•w +a+2 na7o _ aa7 / %, 1� - J 0: •i���i,o.oa-_ 1 nO 1 f--- -� -1 10, f / 1 1 0.12 E 1 Dzs AC. i 21 dell ` �,,zv2sE_ i W -- (2) W I (i) I i i, :I I O Z 1I it I a l % © 18 g i2 0.29 ACRES l r _'no.w"- (1) Ylg O ?I W j (1) W 53 ia�e•w / / 1. 1'+e (- (1) O 3 �i 1 m 1 r .':= (2) 1 `. _ 0.19 "I^ 38 Y SI 1$ 4O -'r8 G7p 0.28 ACRES i 7A W' 0.29 ACRES Im z I t W 1 0.2s ACRL9 I 'W' j 1 ee / 'a. 0.12 Ac. J •� 1 .R 1 a 23 to 0.3o 60• / /� 1 sxee 1 1 \ _ - I0.19 ACR® 1 I al 1 C 1 - uv.AE I ra R.0 COMMON 1 ' \� . _so - r 1 s (2) : _ . _ . - ' - - A2 - sezzeut i 0.13 1,., �' .t o.�- A'?( 11i - J 4i os L Noes' Non3�o'E AC. r -'-I 7 W •d NANIa088 i e 4vo' _.____. _ __._ _. L L_ .J / ' Cam• 0.12 AC :, Np�4'aj` .-..... _ I I Ox•W Oe'0 ^A• - oe�e b 1 / _ _ _ no.w' _. - - � (1) _7Lao•-� w.n• - s.ep}� w � " � \ / n p3'E x 1; T. oC R-SWO In : A: O w r r S't FeET - a o4.a -Noe'1 ____ -_- - _ E1 0.19 ACRES n I I I 1 / 1 1848t ACRES II c.F d 'g 6475 SO.aO'1 - AIKEN YFE �•T��E '� O - 37 I 4 � 1 / I / � - V I /.d� --- t�e.3e s - -na ... L.-"oSSs' --� I I I O / I 1 1/ Y4aeARooc R-631W' cp L-4,» -414.ar - •OS"E ee.ea' _-.-._ I- •.. / / - Naryal _114.01 1 I 1.a73' W - -I r i 0.19 ACRES alo 6 0 ACRES T w i .30. I (1) I W W ACRES //✓w -ez zz of - - - _ _ sEreAa (lw.) YI'R O IY _ „I O (1) (1) 9i 1 (1) 2 1 (3) � // 3 R-lss o0 7ass a g ar 1 r I-: 29 a 8 �. N31O, f8 E 1 1 O I$ 0.22 ACRES � , u I 1O I i I CA_AOE EASEMENT /•77 f w . 0 0.19 ACRES // i - r+�r• < /_: ,SAS' Lae I 1 (SEE NON I) 1 YB -r./ i R-sxe.ao I 1 MULTI -FAMILY DEVELOPMENTS 4B I _._. �._._ -.�'- �C,yAM _.�,�``� NaVikO•E I H004, a F - R_12 RIGHTS DEFERRED PENDING $ I L J ly,.m• n.aa• ,zo, 'F 2e_v .. , I / ® � w 1 CITY OF SOUTH BURLINGTON �1` 0.8E ACRES I -Nor»•lee- I+aroe�a'E n a z ,�°.�. a.s,,.ao p y� I •_. rvaW'Ox•f F 1 t 1 1 • s SS R.O.W .ri .§ sl$ RIC ro� D.R.B. SITE PLAN APPROVAL I h 1/ o _ ) '1 V , E la6e aA1HAaE FA6D.IEl1T N f'1 / LOCATION MAP 020 AC Wig O 4A (Lora I CHIPMAN STREET M7 J (SEE norz 1 0.92 ACRES E4 --so4zrzrw-sve•ls w•w-I I R.49.a ) �saz,�o• W_ I rule, NOT TO SCALE oe / I I 0.21 ACRES 1 L _ - \exA 5} xo^ L (1) I (1) I 1 0.99 ACRES -.J ee.w sass' eu6• -\ Hasse' E ^ I I/ i I -ice Y i I I (ii I sara�°s �� s4.ea'. n.°o• ]l.ar n.ar 1 I 11 j I I oA'n alMcl® aevlsl°n I W a y-r -1 a'br•�„� i i - c_,a2 Ra 1-' - F - - - r - - - F - - r - - I/ ? I 0.47 ACRES I 1 I I/ oMr A L � {'. 1 I I FAeom,rz L_ J 1 saW,'zo•Wn•o5w �/� I I 1 I g 90etlYxo•w Yr$ 5B I 5C I 5D I 5E I a1' ils 3_25-09 TRc MODIFY LOT 11A A00 LOi It8 1 1 r w glm O� OI§ sllg O I)31 O IN 1 I l l 0.17 AC. n�y n "� 0.17 AC. f n �, 0.24 ACRES I J s / ! I-t6-09 iRC CREATE L073 IA ! !e III 0.17 AC. Ali Ali 0.17 AC.11 �\ I STORMWATER EASEMENT ) N/F J ro cm CONVEYED 1 P. & J. Cffifolsi (1) \ I I I 3-n-GS TRc DRAFTING EOIs 1 6 973 ACRES (1) i i (Shelburne) I_ _ _ _ J L _ . J L- J L- _I�L J lJ I 1-11-0 OSM REVD BMLONG FRONT SETBACKS 10 10 2.07 ACRES I YIY- '_�' '`-I `_ -`-tsl:2x'- - -n n.m• rt.00' ee -n.g�-I�.le�- I I I/ li ) FFF _ ` 308V!'Ox'W Sa a o-°t W 508'°8'02•W e°8O9'03'W Sanb'04'W Sa98'a W �, I \ I 1-]-OR 05M REVD RCMO M BENTIEY INES ANEAN R%IER LAN 1 i I STORMWATER EASEMENT�I _ , _ ` r _ I \ I 1/ 20' REC. PATH BE "11 _ ` ` ` = i = 1 `RgINq Eq ` TO BE CONVEYED 70 CITY \ / STORMWATER LICENSE REvo for umuT n BUILDING OAttoaE EASE. TO CITY 1 I _ 30 p . -_":- O BE COTERNVEYED EASEMENT CITY ("THIN, R.O.W.) TO BE _. ,-n-o7 DSM RET+Ro DRAINAGE EASEMENTS STORMWATER 'w gW / / ONVEYED 70 SOUTH CONVEYED_ _ _ 7 _ II-9-OT osM REvo BIADLA 9� a RFAa NG ENVELOPE To s STORMWATER I '`` ---�- POND 2 I TORMWATER 1 11/ VILLAGE COMMUNITIES _ _ _ f 20' MAINTENANCE 20' BIDE DRAINAGE I „ ^ W POND 3 1 IRREVOCABLE OFFER OF ` _ _ _ _ a POND 1 / EASEMENT TO BE P I ____ _ PHASE EASEMENT TO CITY 1 m ='' 1 DEDICATION - 14' x 200' _ - I' I `ZO' RECREATION PgTHTo 1 �6 R.O.W. EXPANS ON EASEMENT TO CITY ---_--_-- ------------- )_tim $ /// _ - --_--_--SUBDIVISION tglys i a,o�• _ �.20' WIDE DOWN OF SHELBURNE RAINAGE EASEMENT TO CITY \� #REA-� PATH 20 EASEMENT ` PLAT NCS'2711 Nai)'11'f _ - NaR]il•E 92°.79� _ - -O _ _ _ _ _ ���� N`11017 49�e00a ��$- - - t32.a' _ -, - V41-. W // -._ ---_---_ _- -- --- _. ------ -- - �`-- `••-------'----__�. N07 a2 o1-ES _ - 0 O a2 Ww --- G __--_-_____- _ _ - o SPEAR STREET -------------- -- TOW RO !j TO SWIFT STREET i? EDGE OF EXISTING ROAD i - TO E)ARS'TOW RD o4re 004 IoNAWlnc nuneaN � _, _ GRAPHIC SCALE _- T, OwGINAL SCALa i I I so' 1 I �xo IN. I IrIN an- ET ft. 01243 \ \ LAID YCS W GRID NORTH \ VT. COORD., tYSTEM 1983 FR MQ CPS Ol3$ERVA\ONS I 1 ( ) I zwr ACRES $Ir I I STORMWATER vEASEMENT-, l 20• REC. PATH TO BE CONVEYED TO CITY EASE. TO CITY I I I � I � STORMWA70 POND 3 — — —--—— — — — — —— _ I a -4_-_--_-_---- -- -- - -- 20 N7DE DRAINAGE --------- -_ I P _-_ —� - - -J AS MEN7 SERVING CITY 1 - ------------- _---___ _.----- O-- - --- -- 313.eA' -- - - - _-----`--''----------- ,NOB'JB'OB'E - - .. ___-_-____ � ____ ,10y3Z Iee oA - - - _ - - � _ _ Noa 77�ri1'E I oesrll•c _ `------------------------=------- G APHIC SCALE - - _ _ SPEAR STREET - ---- - ---------------------- ------------------- .. ,,- -. ------ -- I-- -- -- - -- (" (1NT60--------- r, W 1 I Iileh IL 1 T I jr _ SITE ENGINEER: WWI" �3 57' I � F 184.et AC. I ! IIj O `1 IN CIVIL ENGINEERING ASSOCIATES. INC. J I sas,e'Grw 1 0.26 AC. r gg OMRns/elAView La R, SnuN18u N>gon, T05409 GiOr I e $ eoz.4eaTaz7 FAX: eoz-ee+znl ww. www.ceww.an c9YrRlGer - Au Roman mnYso a / 51 { I -e1s - -, e..7 RRewa ACL 0.21 AC, //W / II 54 j 55 clucRRa 'd(ejez• Y I (1) '/� E/'/ .ota 0.2DA :rx O.18 DSM e a O >( (1) 2� � (1) APPnovxa 0.20 ACRES I I Iwevw I I TRC 1 ?JY�BE' a' / - nz.�. Fz• _7 (1) _j L ,a.4c L ai O ---. OWNER: b..or s1a' JEFFERS0 RD - "- N �T SENBIT S SOUTH VILLAGE \ ` COMMUNITIES, LLC. Al R�Tx0.0D fx �\\ \TEMPORARY EASEMENT SERVING HOMEOWNERS ASSOCIATION, \ \`✓ \ / EASEMENT AND CUL-DE-SAC TO Y 8 - 0.131n/t \' \ \ \\ \�C/ r•\\\ / .,�\ 1 BE TERMOF THE ROADWINATED UPON AY.TENSION ' Q1 R�L-A��/.. d. I SI AC. I - \ FUTURE SCHOOL SITE SUBJECT I Q II ( I I TO CITY OF SOUTH BURLINGTON D.R.B. I I 0.3, \PHASE ll "Footprint" I SITE PLAN APPROVAL O I (LOT 11) t PER CITY of SOUTH BURLINGTON i 184.E)tACFM I O - MASTER PLAN APPROVAL I 8.04 ACRES \ , I L.7.01 ,R R Q R. SGl,Y�1 I `t I A/ / ul t�0 0.28 ACR® 1' 7 ;11' \u� q w0• H / �� / \ u LOT 11A MODIFIED, 11BADDED i - \ /� 0� / _ RnTR'Te•[ '1 % MARCH 2009 - Q' ` \ / ( ISs R 1010G ... PROPOSED4. I IA \ / '/ /•T R'13S a0 N e.S3' \ j PARKING ( - / 1 \ I / I / I ISAS L�19 \ / RtT•YAM `�� � / ; / / NOevl'TG•E I I R�S]e 00 SI' O slo_aE R.O.W. j -I 87.24' 7.21' / IR 0.32 ACRES 0.20 AC. J 1ACRESj (t) it O - (1) _� 271 ACRE 9 r RAswln L J / �ej Y� - e7..e• J L - 7601= - alb :In �I I I I I THIS PLAT DEPICTS THE PROPOSED SUBDIVISION OF A PORTION OF THE SUBJECT PROPERTY BASED UPON OUR SURVEY OF THE ENTIRE PROPERTY. REFERENCE SHALL BE MADE TO OUR PLAT TITLED: 'DOWN/M0.CAWNS REVOCABLE TRUST. SOUiN VILLAGE • PLAT OF SURVEY', DATED MARCH 23. 2003, RECORDED IN THE SOUTH BURLINGTON LAND RECORDS - TO THE BEST OF MY XNOVAEDGE 8 BELIEF THIS PLAT PROPERLY DEPICTS A PROPOSED SUBDIVISION OF LAND SURVEYED UNDER MY DIRECT SUPERVISION. EXISTING BOUNDARIES SHOWN ARE BASED UPON OUR ANALYSIS OF RECORD A PHYSICAL EVIDENCE RECOVERED AND ARE IN SUBSTANTIAL CONFORMANCE WITH THE RECORD. THIS PLAT IS IN SUBSTANTIAL COMPLIANCE WITH 27 VSA 1403. THIS STATEMENT VALID ONLY VMEN ACCOMPANIED BY MY ORIGINAL SIGNATURE A SEAL (ABOVE). PROJECT TITLE: SOUTH VILLAGE SPEAR STREET & ALLEN ROAD SOUTH BURLINGTON, VT a I II r-- t'� ll, 1M+vI HIVRI ••�( ' I I I I I lb.w7Gb vAl I nl T'„ i �. Fenw R9d I I h 81 ARe;,R,Ra �S/7E i I 7.RR Il y/ - I ' BbF,yF �xyl LOCATION MAP NOT TO SCALE GATa CR'CX'G RllrlslGn PHASE I SUBDIVISION PLAT GATE DRAINING NUYBRR Mar. 25, 2009 O--- NC P - 60, S1.3A PRGJ. NO. 01243 { p r (71 69 74 \ -SOCCER FIELD—_-14 LOCATION ,a _ ® fl2 — - 08 110 1171 1 w IW Sol 1 ■ e •• � uA I II • � • �� • I J ■ II 0 C,�w i r110TON r ► ��� �I fit �l _ I '' -- 1 \ \ --,{,,i' I /-- •' I I I \ •'+. - • • \ —+— PROPOSED WATER LINE —�— PROPOSED SEWER LINE `� \ ~�� I I _ - \�\...• -•- PROPOSED STORM WATER LINE •., \ i I i I I ICI ` �— PROPOSED ELECTRICUNE �— .. •• \ I ' I 1 'I I l � �' I / \ � \ PROPOSED OAS LINE - - - - PROPOSED UNDEADAAIN 1 PROPOSED TREES 13 %, DA" OX6CK60 PM310X Wl J (4,--- b 141 i nm �.f1 •SCALE CCER FIELD / •• �� 01243 I I i I ,, 70. 7 12' PIPE W/FLARED,% I i 1 I END SECTION-- INV.-370.0- STONE'PAD _l� I Il I 37 III 2 373 3 37 1 I 37 .0 374. SO - ELI Es75.5 6 J 374.0 1 �15 ^P OPOS x:37_ ! � III I 1 �I � I n �._.� - ��� �• ._._ 150, j n 1 I 1 28, 3714.0 II III I �� 370 3>2 373 I I 1 371 SAFETY FENCE tea' i l I I I 1 I 4' HI H OpNAMENTA ! ry J 1 I I WIR�FENCE II I� I 1 ill / i VERT. CURB 1 r I 1 MIT a GRAVEL BASE Il1lry� LOT IA Ilrj 11I i i i \\ 135'x3O' GMP DRIV AY EASEMENT 1 I 1 \ OMIT OF PAVED APRON co i0 \ \� + CURBING CM 1 I i iot 11 ,D - ---- - -�__ 0 1 I l 11 i II I I Ir ' -_ 3 , o II ry 1 1 I r" I ., BORE 12' PIPE UNDER 1 \ i PLANS PREPARED BY: WETLAND TO AVOID -IMPACT \\ \ 1 12' PIPE W/ FLARED END SECTION 371.0 9 .36' 3. _ _ - - - - - ,J PROPOSEb PROPERTY LINE — > CIVIL ENGINEERING ASSOCIATES. INC. - — // LOT 11B / I0M4NSMDYIEWLhE, SOMBURLMM, VTOM c,' 2.71 ACRES 7 I \ OM11I1 i I \ j I \ T LONG PRECAST I ACL ACC CONCRETE CURB FOR X 378.7 I DSM M s I ALL PARKING ,SPACES ,ePaowm DSM APPLICANT: SOUTH VILLAGE COMMUNITIES, LLC. � M ` + ^d 11 \ \ \ PROJECT CONSULTANTS: 371, ..:4rr'a:.- ` J ;_ ,>,• 1 \ LAND USE PLANNER/ARCH/TECT NEW GRAVEL PARKING LOT _ LOONEY RICKS KISS MIN NASHVILLE. TN �• ° ' ALEi .I - \ CIVIL ENGINEER CIVIL ENGINEERING ASSOCIATES ' SHELBURNE, Vr 4 32 \ f REVISED LOT LINE 2 LOl` 11A TR4FFIC ENG/VEER I - H NDICAP PAR KIN4 I TND ENGINEERING O LY SIGN (TYP.) 2.07 ACRES i OSSIPEE. NH / NEW -BIKE PARK I 1 3 e 380 LANDSC.4PEmcmmCT DERO.5H BIKE R CK (5 UNITS) \ i LAND -WORKS \ -INSTALL A SEGME AIL BLOCK i I MIDDLEBURY, VT j RETAINING WALL TO�#VOID _ 11 3 1 N 'WETLAND IMPACT �� _ I PROJECT TITLE: 3� 382 EW STREET TREES.(TYP) I \ ANSI ION CURB (TYP. 2 PLAC S) / \ I ( / ! SPEAR STREET AND ALLEN ROAD 75 r INSTALL A SEGMEN[f jL BL CK / \ \ 1 • I SOUTH BURLINGTON, VT RETAINING WALL TO AVOID I ( WETLAND IMPACT I i FUTURE GRADING \ LEGEND NOT PART OF CITY —�- PROPOSED WATER LINE y NEW REC PATH SPUR, i m SOCCER FIELD PROJECT PROPOSED SEWER LINE E I$' WIDE BITUMINOUS CON- t) -•�F- PROPOSED STORM WATERLINE 1\,IL,CQTED ON. ACCESS /- Q� —{— PROPOSED ELECTRIC LINE —a— PROPOSED GAS LINE 1 E 45EMENT ACROSS LOT ilA - PROPOSED UNDERDIWN h PROPOSED TREES 4 NEWT EC PATH // EX STING WERANOS s 1 SAFE FENCE,/ \ I I a' HIGH,ORNA NTAL > I II WIRE FENCE \ \ 11/4' COPPER/ \ ` 111 WATER /,.. - _ \ i I OATR CH6CRN RRY1310X I 13EfiVICE � '� / I \ - '� 7 7 3 3 i NEW R VED\ACCESS ROAD' II WITfj CURBING LOCATED 'ON 1 \ ACCESS EASEMENT 1 I ��ROSS LOT 11A - - ' ll \ \ NSmON CURB (TYP. 4 PLACES) �,�6 ----- _- SOCCER FIELD \, \ - _ TAPR4T0.€XISIINO PLAN .� �liL`TER MA�-\ —WING NUMR[R X 376.8 MARCH, 2009 GRAPHIC SCALE - I 1*- C5.11A IN FEEf ) eaa. No. Q _lb �. 1, I Inch - 30 It 01243 I 1 BORE 12' PIPE UNDER �\ \\ \ \ I PLANS PREPARED BY: � , I 12' PIP�aIV/FLARED / I 370.7 � WETLAND TO -AVOID IMPACT \ I' I NV.i3Z0:0--- 12' PIPE W/ \ \ \ C FLARED END SECTION �,�5 =37L0 CONSTRUCTION FENCE/ STONE CHECK DAM I LIMIT OF CONSTRUCTION `\ I '.f sw1 - - - _ _� \ -• (Typi • . / / 1 > \ CIVIL ENGINEERING ASSOCIATES. INC, EROSION CONTROL MATTING ,O ,�j • � , I0M9NSFlELDVIEWIANE, SOUMBURLINOTON, IT 0500:1 . :mil I •` ; 5' _ eoa-eeasza rax eoz-eetun w.e: w»w..R.e.wm 374. ....... __ i3F.0 >J:1/ 1/ 4' LOAM, SEED'I' MULCH ACL 1 x i I /{ ALL DISTURBED AREAS I =CD \ i RR I i cMCER-FIELD X 378.7 I DSM II ; ' % 1 < < i._,- -•_._ 8' TOPSOIL TOPSOIL MPRDYE RARY ITItR�•# _ - - ( `a 1 r , d< TEbPODSM I 1 , _ _ .'- - -.✓ re.. STOCKPILE ( I� 1 II ? _ I . ,^•::'�.•': !$-�rh ` \ Ci- �� a APPLICANT: 11 'I'I F�n J E375.5 F EL p SOUTH VILLAGE ll COMMUNITIES, LLC. x I I �'1 \ _ J 37 { -• DI •\ \ - \ \ PROJECT CONSULTANTS: 373.75x\.. \ / r/ \ LAND USE PLANNER/ARCH/TECT 1 t NEYAWAVEL PARKING LOT \ f g P LOONEY RICKS KISS I qq1 .91 l Ix i N l� O� 3755 .- r.1 8T `i • C _ NASHVILLE, TN ( / Il � I I 1 � \ _ _ K✓ .CML ENGINEER I �I I I r :1 r• -. r • A+ Y + • • CIVIL ENGINEERING ASSOCIATES ! I f' 1 I I I I ` 1 \ •t y I w�, SHELBURNE, Vr �T \ x 1 I , I I t •.4` n ,}:-• � •t I LMT OF CONSTRUCTION I 7AAFF/C ENG/NEER `III I I , , I � � I i , _ i �, . i . �,�. _ • / v 1 I 1 ll I 11I x x .� I I I j l •" -`i EON MATTING 11 i TND SSIPEE, NHRING I / —'� i '' ' LWDSCAPE ARCH/TECT 37.0 i t LAND -WORKS If I I sI I J714 ° NSTALL A SEGM BLOCK MIDDLEBURY, VT I rn jj ; x : I vi y RETA�•INVG WALL TO11_ I (' I UI� 7 I I t �'r` r EN` nGILJ1IRJ IMPACT\Am — PROJECT TITLE: 382 SLT FENCE _ STONE CHECK QAM / EROSION CONTROL. MA \ - 1 `-CT10N FENCE/\ LIMIT OF-CONMI16 ION n I I I II (TYP•) I ' ;y!+ / / ,' 1 SPEAR STREET AND 1 I L II �O SY `j ' - / ALLEN ROAD INSTALL A 8EGb1ENT BL \ RETAIN . WALL TO AVOIDSOUTH BURLINGTON, VT ® I i��� / ^� 1\ \\ WETLANDIMPACT j i FUTURE GRADING LEGEND - NOT PART OF \\\ \I11 C1 - -_ - (>•�\ OFCITYY--w— PROPOSED WATER LINE I� �NEW REC PPATiH SPURrELD PROJECT -S- PROPOSED SEWER LINE IQ'W� p,Vm1oup- ---ST-- PROPOSED STORM WATERLINE ILbCATED ON ACCESOPROPOSED ELECTRIC LINE;. /4.ACi063 LOTIA --0— PROPOSED GAS LINE - - - PROPOSED APRON 00 PROPOSED TREESED I. I I I 1 1 1 \ �• 1 J I I (� EwsnNo werLANOs i i ' I I 1 1 _ ,- �D I I EROSN CONTROL MATIINQ \ i I I /- 374.3 /.377.3 \ DATE cxecEEO REvsan INV s _ 1- 4 I NEW P /VED. ACCESS ROAD X Ili I 100 1 ; fI I _ ', I i wll�iACUR,40 LOCATED ON j. \ AGCEss EAaEtiENT LOT IA _ Nv.- s7 - \ h STABLE CONSTRUCTION y� l �- SOCCER FIELD ENTRANCE EPSC PLAN DATE DRARRiC RUNDRR 376.8 MARCH, 2009 31 I I �J I GRAPHIC SCALE CV.IILJ O 1I w \I ' I / � �. 4 � \ �\ � I :: 374.4 I n(Beer l PRD/. x0. \/ 1 \ I 1 Ir i I 1 I/ � -� 'b \ I ;Don - 30 to 01243 r Type C Stabilization 1.03 SEEDING SEASONS Section IV SECTION 02150 - EROSION CONTROL Hwradlranv Aoolmd Mulch EcoA.gls or apwowd equal A. Seeding and Initial fertilizing shall a done between April Application Rota 3A00 Ibe par errs 1 and June 1, between August 15 and Oc tober 15 or as wind weather Compoaltlon - Refined wood fiber (90a: by wslght) permitted. Seeding shall not a done during y PART 1 - GENERAL h tin d Is frozen excessively wet or otherwise 1.01 SUMMARY A. Section Includes: 1. The work under this section Includes but is not limited to providing all labor, equipment and materials for the installation of all required site related erosion central measures. If not otherwise directed an the Plans, aroaim control shall be in strict conformity with the latest revision of the "Vermont Standards and and Specifications for Erosion Prevention and Sediment Contra". B. Related notion$: 1. Section 02210 - Site Earthwork 2. Section 02936 - Permanent Seeding 1.02 GENERAL NOTES A. The discharge of sediment laden water from the project site is prohibited. All discharged water from dewatering operations shall discharge into a temporary aedimentatlon basin. B. Contractor shall install all aroslon control measures as depicted on plans and details or as recommended by the Vermont Agency of Natural Resources, or Soil Conservation Service, prior to any con.truction. Contractor shall also be responsible for inspecting and maintaining all erosion control measures until project is completed. C. Contractor shall also limit the soil disturbance and seeding application dates to between April 16 and September 15. If soil disturbance occurs later than September 15th and prior to April 16. winter erosion control measure. will be necessary. Contractor shall consult with the Engineer for additional site specific winter erosion control measures. D. All stockpile material (tops 11, borrow, etc.) will hove a silt fence constructed around the perimeter. Seed and mulch stockpiled material as soon as possible to prevent .all erosion and sedimentation off site. Locate stockpiles an the uphill side of the disturbed areas, If possible. During windy conditions, stockpiled material shall be covered or watered appropriately to prevent wind erosion. E. Slopes greater than 1:3 shall have erosion control netting Installed to stabilize the slope and reduce the erosion potential. Install netting over mulched slopes so that all parts are in contract with the sell and mulch. Pin netting with wire staples 3' o.c. to ensure full bonding with soil surface. F. Control dust through the application of calcium chloride or water. An average application of one pound of calcium chloride pen square yard of exposed area should be considered for each treatment. The exact number of applications and amount of duet controller shall be based upon field and weather conditions. It shall be spread In such manner and by such devices that uniform distribution is attained over the entire area on which it Is ordered placed. G. Install stone check dams In gross -lined awales 50 feet an center to prevent alit from washing Into the drainage system during construction. Check dome shall be removed once vegetation is established. PART 2 - PRODUCTS 2.01 EROSION CONTROL NETTING A. Jute netting shall consist of undyed and unbleached yam woven Into a uniform open plain weave mesh. 2.02 FILTER FABRIC A. When filter fabric is required, it shall conform to the requirements of Mkofi 50OX or approved agiwlent. Z03 CALCIUM CHLORIDE A. Calclum chloride shall conform to the requirements of AASHTO M 144. Either regular floke calcium chloride. Type 1 or concentrated flake, pellet or other granular calcium chloride. Type 2, may be used. 2.04 WATER A. All water used shall be clean and free of harmful amount- of oil, salt. acids, alkali.-, sugor, organic matter end other substances injurious to the finished product, plant life or the establishment of vegetatim. 2.05 EROSION CONTROL MATTING A. Where required on the plans or where directed by the Englnaw, erosion control blankets (matting) shall be North American Green C125 for Swaim and SC150 for slope atabllization, or approved equal. Type A Stabilization MWraal g! =led Mulch EeoAagls ar approved egad Application Rate 4,000 Ibe pen acts Composition - Refined wood fiber (90R by weight) Blended hydracollold-baeed binder (IOX by weight) Water Molding Capacity - 10 times awn weight Surface Coverage lbkknw - 1/8' to 1/4' NorthAmerican Green OS-75 F. degmdabl. - n woven Fully blu-dew.M. phs (may requH mWtlple Inatanatbn.) OR Type B Stabilization H 'dro all 11v Aodied Mukh Ec.A.9i. or approved equal Application Rate 3.500 His par owe Crnmatbn - Refined wood fbr (909 by weght) Blended hydroeaOd-bowed bind r (lax by welghl) Water Holding Capacity - 10 times own weight Surface Coverag. Thickness - 1/8' to 1/4' NNorth� encm Oman DS-75 Fully degradable - non -woven Fully bi r dagroble pins (may require multiple Installation.) OR Blended hydrocoliold-baeed binder (IOK by weight) Water Holding Capacity - 10 tines own weight or w en a grown , im Illable. if seeding is done during July or August, Surface Coverage Thl knew - 1/5' to 1/4' additional mulch material may be required by the Engineer. M,ttin PART 2 - PRODUCTS North American Green OS-75 Fully degradable - non -woven 2.01 LIME Fully ble-degiable pins (may require multiple Installations) OR A. Lime shall be standard, ground dolomite limestone, Type D Stabilization agricultural grade, containing a minimum of 95% of calcium HvdraaMdw A,,Il d Mulch and magnesium carbonates. 100% shall pan the 10 mesh Appneatlon Rate 1.500 lb a par acne Blew: minimum 90% shall pass the 20 mash sieve: minimum 40% Composition - Standard wood fiber shall pass the 100 mesh sieve. Blended hydrmollold-baeed binder Surface Coverage Thickness - 1/.- to 1/47 2.02 FERTILIZER �y A. Fertilizer shall be commercial grade granular fertilizer as North Amen- Gree, DS-75 required for soil conditions as specified In Section 643 of Funy degradable - non -woven the VAOT Standard Specifications. The fertilizer shall be Fully blo-degroble phs in (may squire multiple Installation.) delivered to the project In new, clean, sealed containers which bear a label fully describing the contents, the PART 3 - EXECUTION chemical analysis of each nutrient the fertilizer grade. the net bulk, the brand and the name and address of the 3.07 CHECK DAM AND INLET PROTECTION manufacturer. The fertilizer and labels shall conforn to all existing State and Federal regulations, and shall meet A. Ha bales shall not be used to construct check dams the standards of the Association of Official Agricultural orasa means of inlet protection. Chemists. B. Check dame shall be Metalled In accordance with the project details, and Inspected weekly and following any rain or melt 2.03 GRASS SEED event producing measurable runoff. A. Provide fresh, dean, new -crop seed of the grass species, C. Catch basins within and adjacent to construction wens shall be proportions and minimum percentages of purity, germination protected in accordance with the details depicted an detail sheet. and maximum percentage of weed seed a. follows: Inlet protection shall be Inspected wooly. and following any rain or melt event producing measurable runoff. 1. Park seed shall normally be used on loam areas along roadway shoulders and lawn areas. This seed mixture 3.02 SILT FENCES shall conform to the followfng table: A. The sat fences shall be constructed in accordance with the Minimum Minimum constn,ctlon detail. The fence shall generally be placed 10 Kind of Seed Purity Germination Lbs/Awe feet from the toe of the slope or as shown an the plans. Creeping Rod Faecue 96x tiSR 40 The ends of the fence shall be placed uphill to torte a Perennial Ryegraas 98R 90% 50 horseshoe shape to trap all runoff. Kentucky Bluegrass 97x 85% 25 B. The silt fences shall be Inspected periodically for damage Redtop 95R Box 5 or build-up of sediments. All damaged fences shall be TOTAL >' 120 repaired or replaced. Sediment deposits shall be removed from the fence as they build up and be placed In an area 2, Slope and shall normally be used for all slope work, where there is no danger of further erosion. usually 3:1 or steeper and shall conform to the following table: 3.03 EROSION MATTING Minimum Minimum Kind of Seed Purity Germination Lbs/Awe A. Erosion matting shall be placed on all grass -lined ditches Creeping Red Fescue 98R 35 with profile grades exceeding 5.0% and shall be placed and 90%85% Ryegrasa 95% 30 maintained In accordance with the Vermont Agency of RedtoPerennial 95R Box 5 Transportation Standard Specifications Sections 654 and 90% Alsika Gowr 97% 90R Alsike 5 755.07. Bkdsfoot Trefoil 98% 80% 5 3.04 RESTORATION TOTAL . 80 A. As soon as construction Is completed In a given area, it shall be topsoiled, seeded, fertilized and mulched as specified in Section 02936 - Permanent Seeding. 3.05 STABILIZED ROAD ENTRANCE A. A stabilized pad of crushed stone located at any point where traffic will be entering or leaving the construction site to or from a public right-af-way or street or as shown on the drawings shall be constructed for the purpose of preventing the tracking of sediment onto public rights -of -way. B. Design Criteria: 1. Use 1.5 to 2.5 Inch alone. 2. Use 8 Inch layer of atone. 3. Stone pad shall be full width of entrance. 4. Minimum length shall be 50 feet. 3.06 GRASS -LINED DITCHES A. All ditches that are not atone -lined shall be topsoiled, seeded, fertilized and mulched. Any area which shows signs of erosion shall be reseeded Immediately and maintained until permanent vegetation is established. 3.07 MAINTENANCE A. All erosion control measures shell be Inspected daily and repaired and/or replaced as needed. B. All erosion control measures shall be Inspected after periods of heavy rain. C. The stabilized road entrance shell be top dressed with additional stone should the existing stone became clogged with sediment. D. Hay or strow mulch is subject to wind action. Mulch may require anchoring as the weather conditions warrant. END OF SECTION 02150 SECTION 02936 - PERMANENT SEEDING PART 1 - GENERAL 1.01 SUMMARY A. Section Includes: 1. Furnishing all labor, materials, and equipment to complete all seeding work as shown on the drawings and specified herein. 2. Except where otherwise shown or specified, the Controctor shall seed all areas where new contours are shown an the drawings and all areas where existing ground cow has been disturbed by the Contractors operations. B. All work and materials of this Section shall conform to the Gppilcobla requirements of the VAOT Standard Specifications, Division 600. 1.02 SUBMITTALS A. Provide the following for approval prior to delivery to the site: 1. Suppliers Certificate of Compliance attesting that lime, fertilizer and seed meet the requirements specified. 2. The Contractor shall provide representative topsoil aamples for testing and approval, deliver samples to a public extension service agency testing laboratory, how testing report sent directly to the Landscape Architect and pay all costs. Testing shall report on mechanical and chemical (pH soluble salts) analysis. Report shall be submitted at Imst one month before any learning is to be done. B. The seed mixture shall be delivered in new, clean, sealed containers. Labels and contents shall conform to all State and Federal regulations. Seed .hall be subject to the testing provisions of the Association of Official Seed Anolysts. C. Seed that has become wet, moldy, or otherwise damaged will be rejected. 2.04 MULCH A. Mulch must be Installed on oil seeded arms. The fallowing mulches are acceptable for use. 1. Hay mulch free of weeds and comae matter at a rate of 90 pounds per 1,000 square feet. 2. Wood fiber applied In a slurry (1/6' or longer) at a rate of 40 pounds pen 1,000 square feet. 2.05 WATER A. All water used shall be obtained from fresh water sources and shall be free from Injurious chemical and other toxic substances harmful to plant life. No water which Is brackish will be permitted at any time. The Contractor shell identify to the Engineer all sources of water at least two weeks prior to use. The Engineer, at his discretion. may take samples of the water at the source or from the tank at any time and have a laboratory test the samples for chemical and saline content. The Contractor shall not use any water from any source which is disapproved by the Engineer following such tests. PART 3 - EXECUTION 3.01 PREPARATION A. Examine finish surfaces and grades. Do not start seeding work until unsatisfactory conditions are corrected. Perform seeding work wily after planting and other work affecting ground surface has been completed. B. Notify Landscape Architect at least seven (7) working days prior to starling seeding. C. Prepare areas Immediately prior to seeding as fallow.: 1. Loosen sea of seed areas to a minimum depth of 4'. 2. Remove atones ow 1" in any diameter and sticks. roots, rubbish and extraneous matter. 3. Remove existing weeds and grasses by pulling or tilling under. 4. Grade orms to be seeded to a smooth, free draining even surface with a Joan. moderately coarse texture. 5. Remove ridges and fill depressions as required to drain. 6. Restore prepared areas if eroded or disturbed prior to seeding. 3.02 SEEDING CONDITIONS A. Seeding shall not be done when the ground is frozen, snow covered, muddy. or in any other unsatisfactory condition for planting. No seeding operations shall be conducted under adverse weather conditions or when all moisture conditions are unfavorable (ton wet or ten dry) or when winds exceed 5 MPH. B. Construction methods shall be those established as agronomically acceptable and feasible. The Contractor shall keep all equipment and vehicular and pedestrian traffic off arms that haw been seeded to prevent excessive compaction and damage to young plants. Where such compaction has occurred, the Contractor shall rework the soil to make a suitable seed bed: then reseed and mulch such woos with the full amounts of the specified materials, at no extra expense to the Owner. C. Surface and seepage water should be drained or diverted from the site to prevent drowning or winter killing of the plants. D. All areas and parts of areas which fall to show a uniform atend of grass for any rroson whatsoever shall be reseeded, and such areas and parts of areas wall be seeded repeatedly until all areas are covered with a aofsfactory growth of grass. E. Watering is considered a necessary element for establishment and survival. F. Where ryegrass has been planted for lrnporary .melon control and has not been eliminated prior to the completion of the work, such areas shall be disced at least 3 inches deep and seeded to permanent grasses to prevent the ryegross from reseeding and becoming competitive with and retarding development of the permanent cover. 3.02 SEEDING A. Lime and fertilizer should be applied prior to or at the time of seeding and incorporated Into the call. Kinds and amounts of lime end fertilizer should be bond an an evaluation of soil test.. When a soil test is not available, the following minimum amount. should be applied: Agricultural limestone, 2 tons par acre or 100 lbs. per 1.000 square feet. Nitrogen (N), 50 lbs. pen acre or 1.1 lbs. per 1,000 square feet. Phosphate (P205), 100 lbs. par core or 2.2 lbs. per 1,000 square feet. Potash (K20), 100 lbs. par acre or 2.2 lbs. par 1,000 square feet. (Note: This is the equivalent of 500 We. per awe of 10- 2G-20 fertilizer or 1,000 lbs. per Gore 5-10-10). B. Seed should be spread uniformly by the method ..at appropriate fen the site. Methods Include broadcasting and hydroseeding ce follows: 1. Broadcasting: Sow seed using mechanical spreader at a rote of 4 Ibs./1,000 square feet. Distribute ..ad evenly over entire area by sowing equal quantity in tow direction. at right angles to each other. Rake seed lightly into top 1/8" of topsoil, roll lightly and water with a fine spray. 2. Hyd oseeding: Mix specified seed, fertilize and pulverize mulch in water, using equipment specifically designed for hydroseed application. Cwtlnue mixing until uniformly blended Into homogenous slurry suitable fen hydraulic application. Apply slurry uniformly to all areas to be seeded. Rate of application as required to obtain specified seed sowing rote. 3.03 MULCHING A. Mulch materials shall be spread uniformly by hand or machine at a rate of two 50 lb. boles par 1,000 square feet. B. Organic Mulch Anchoring - Straw or hay mulch must be anchored Immediately after spreading to prevent wind blowing. 3.04 MAINTENANCE A. The main twonce period shall begin immediately after seeding and shall continue until acceptance. B. All mulches must be inspected periodically, in particular after rainstorms. to check fen rill erosion. Where erosion 1. observed, additional mulch shall be applied. Net should be inspected after rainstorms far dislocation or failure. If washouts or breakage occur, reinstall net as necessary after repairing damage to the slope. Inspections should take place until grasses are firmly established. Grasses shall not be considered established until o ground cover is achieved which is mature enough to control sea wosim and to survive severe weather conditions. Where mulch is used In conjunction with ornamental plantings, inspect periodically throughout the year to determine If mulch Is main toming coverage of the soil mrfoca: repair as needed. C. Seeding areas shall be protected and maintained by watering, reseeding, mowing, weeding, rolling, insect or disease control measures, re -fertilizing and repair of washouts which we necessary. C. The Contractor shall maintain oil seeded arms until full vegetation is established. 0. All aesded areas shall be kept free from weeds and debris, such as stones, cables, boling wire, and all slopes 4:1 or less (flatter) and level turf .hall be mowed In the following manner: 1. When grass reaches a height of 4-6', mow to a height of 3'. 2. At Iwat two cuttings shall be made prim to final acceptance. E. Following mowing, all permanent seeding grass arms (mowed and unmowed) shall receive a uniform application of slow release fertilizer hydraulically placed at the rate of 10 pounds par 100 square feet. 3.05 ACCEPTANCE A. Inspection to determine acceptance of seeded areas will be made by the Landscape Architect, upon Contractor's written request. 1. Provide notification at feast ten (10) working days before requested inspection date. B. Seeded arms will be acceptable provided all Installation and maintenance requirements haw been compiled with and a healthy uniform lawn is established. C. Upon acceptance, the Owner will assume maintenance. 3.06 WARRANTY A. All seeded arms will be warranted far a period of twelve months from date of Owner's acceptance. Should any seeded areas fall to maintain full vegetation, failed areas will be refurbished until this specification Is achieved at the cost of the Contractor. END OF SECTION 02936 ea on SPECIFICATIONS FOR TURFGRASS SOD MATERIALS AND INSTALLATION A. GENERAL• Unless otherwise stated, It Is expect. londwape contractor shall furnish all labor, materk required to complete the work described herein In with the drawings and/or terms of the contract. A established grades shall be maintained in cronforme drawing. and/w other specifications. B. MATERIALS: 1. Turfgross Sod Composition: Turfgrass sod shall sport. grade mix of primary kentucky blue grass (I varieties and mixtures available from sod producer 2. Turfgrass Sod Quality Turfgrass sod shall be of of weals, disease and Insects and of good color a 3. Thickness of Cut: Turf shall be mochlne-cut at soil thickness necessary for plant viability during tl Harvest-Tronsport-Installation cycle. Where Maeh.c specified, all must be removed as completely as I soil -extraction systems currently available. 4. Pad Size: Individual placea of turfgraas wel she. suppller. standard width and length. Maximum allo standad widths and lengths shall be 5 percent. 5. Strength of Turfgrass Sod Sections: Standard a turfgross sod shall be strong enough to support tl retain their aize and shop. when suspended vertl., grasp on the upper 10 percent of the section. 6. Replacement: The policy fen replacement of turf dependent upon each individual farm. Most replace the cost of the turfgraas and Involved, not labor ( xpena.s. Notification of defsctivs lurtgraee sod m 24 hours of delivery. Failure to notify the turf fan specified time period can remit in the farm's refer turfgross nod. C. INSTALLATION: NOTE To help insure proper turfgross end esloblis should alway. be installed on wore that have bee accordance with Section III of these specifications FERTILIZER AND UME MATERIALS AND FINAL SOIL P 1. Moistening the Sol: After all grading has been shall be irrigated within 12 to 24 hours prior to Ic sod. Turfgres. sod should not be laid on soil that 2. Starter Strip: The first row of turfgross sod sh straight Hno. with subsequent rows placed parallel against, each other. Lateral Joint.o shall be stagger uniform growth and strength. Care shall be exercil the turf I. not atretchad or overlapped, and that light In ordw to prevent voids, which would cause root.. 3. Sloping Surface.: On sloping area where ero.lor turfgross sod shall be laid with staggered 'pints ai pegging. 4. Watering: The landscape contractor, or agreed - responsible for watering turfgraas sod immedlotely Installation to prevent drying. It shall than be thor depth mfflclwt that the underside of the new tur sell immediately below the turfgraas sod are there Inch of water is needed). The general contractor s for having adequate water available at the site prl Installation of the turfgrass sod. 0. ACCEPTANCE Acceptance of the Installed turfg a dolly basis within 14 hours of completion of an rilen otherwise pacified. E. DISCLAIMER: The landscape contractor shall not damage. to turfgross sod caused by de -Icing can pesticides, herbicides or other material not applie under his or her supervision, nor for those emsed vandalism. F. GUARANTEE: The landscape contractor shall gu, by this specification. G. GENERAL CONTRACTORS RESPONSIBILITY: Did - the general contractor shall be responsible for m accepted sodded turfgross areuntil the effectiv maintenance operations (Section V: SPECIFICATION OF INSTALLED TURFGRASS SOO) begins. The affect specified in o written notice from the general can Scotian V SPECIFICATIONS FOR MAINTENANCE OF INSTALLED TURFGRASS SOD A. GENERAL Unless stated otherwise, it 18 expect londecape contractor shall furnish all labor motwi required to complete the work described herein In with the drawing. ond/or terms of the contract. contractor shall supply adequate water to the it, B. TIME LIMITATION: Duration of maintenance reap landscape contractor shopbe for 30 days or unti In writing by the owner, architect. or general cool C. WATERING: 1. First Week: The landscape contractor shall arrange far all watering necessary far establlshme min the obeence of adequate rainfall, watering doily or as often as necessary during the first wt quontitiee to maintain moist aoa to a depth of a Watering should also be done during the hoot of prevent wilting. 2. Second and Subsequent Weeks: The landscape contractor well water the turfmos maintain adequate moisture in the upper 4 Inchel aDPlicatien of ton much water. Turfgrae. sod he saturated. Depending on the sprinkler, as little a, water application may be sufficlwt: other sprinkle longer water application lknss. D. MOWING: Far bluegrass or bluagroselfescue turl height shall be maintained between 11/2 and 21/ otherwise specified. Not more than 1/3 of the gr removed by the initial cutting or subsequent cult sod. initial turfgrasa height shall be maintained o grower or installer. Not more than 1/3 of the gr- removed by the Initial cutting or subsequent cult bwlgross turf may be gradually reduced to the ( by weekly or more frequent lowering of the mow@ by the grower or installer. E. DISCLAIMER: The landwape contractor shall no damages to turtgrass sod caused by de-icing co pesticides, herbicides and other material, not apt under his or her supervision nor those caused by vandalism. F. GUARANTEE: The landscape contractor shall 9, by this specification PLANS PREPARED BY: I that the 4E*A- and equipment strict accordance I previously Ica with the is composed of CIVIL ENGINEERING ASSOCIATES. INC. '.efer to grown I. t0U4NS9ELDWEWIANE SOUTH BURUNGTON, VT 05e03 .a1deFTaTa full[' eVZB81-TZIf was: www.cwwcam goad quality, free ,d density. a minimum uniform .turfgros xAwn ACL sod'Is oaslbla using cxrcxxo DSM be cut to the ,able deviation from DSM re .action. of APPLICANT- air own weight and Ily from . firm SOUTH VILLAGE nraa..ad 1. -to extend only to r transportation COMMUNITIES LLC. ,et be made within 1 within the of to replace the PROJECT CONSULTANTS: mant, turfgras. sod prepared In LAND USEPLANNER/ARCH/TECT ;SPECIFICATIONS FOR LOONEY RICKS KISS lE'PARATIONS). :ompieted. the .oil NASHVILLE, IN ring the turfgross la dry and powdery. CML ENGINEER 11 be laid In a :a, and tightly CIVIL ENGINEERING ASSOCIATES ed to promote mare sa to Insure that SHELBURNE, VT II joints era butted air -drying of the TRAFFIC ENGINEER TND ENGINEERING may be a problem. of secured by OSSIPEE, NH ,pon party shall be LANDSCAPE ARCHITECT during and after ,ugldy krigalm to o LAND -WORKS gross sod pod and MIDDLEBURY, VT Ighly wet (usually 1 ,all be r..p-.bl. x to and during PROJECT TITLE: sae and shall be on srea or section, be hind liable far pound., fwWizers, by him or her or by acts of God or rantee wort, covered SPEAR STREET AND otherwise specified, ALLEN ROAD ntalnmg the data far turf SOUTH BURLINGTON, VT i FOR MAINTENANCE ve data ahall be rector. id that the I and equipment strict occordance he general nablitlea by otherwise specified 'actor. rovlde all labor and it of the turfgraee shall be performed ik and In sufficlenl least 4 Inch..* he day to help pAye aR.CRa ,M.ION sod as required to of sal. Avoid old not be continually 20 to 30 minutes of -a may requires SOCCER FIELD Fa" end. ta"g`"' > Inches unless ias leaf shall be ,go. F ,;bye e EPSC SPECS ss Imf shall be Igo Height of eefred cutting height setting as specified pare HAwIN4 NUMBED. be held liable far nPounde. fertilizer,. lad by him or her w MARCH, 2009 ..to of God or sranlee work covered ­ 30' C 5.11 C w no. 01243 I 7 ACRE PORE 1 a� Incorrect - Do Not layout perimeter Correct - Install J-hooks control' silt fences along property lines. All sediment Ida- runoff will concentrate and overwhelm the system. NOTE, Silt fence shall not be placed in areas of concentrated flows. Discreet segments of silt fence, installed with J-hooks or 'smiles' will be much more effective. SILT FENCE PLACEMENT FOR PERIMETER CONTROL N.T.S. D-50 DOWNSTREAM FLOWUNE SLOPE OF STRUCTURE W.)I)i ROCK' M35 0.30 0.25 M20 0.15 0"0 - MM)_ MAXIMUM WATER DEPTH OVER ROCK ( 15 18 zs 37—.A 15D 30 36 N w 9e-----Too --- ENO POINTS 'A' MUST BE HIGHER 0,35 RA. OR MATTER MAH THE ROW UK POINT 'B' ROW UIIF SLOPE )Smm (3 F.) MIN POCK COUflSE A A A. FLOW (2 ft B (2 n. wmRw) MINIMUM DEPTH OF COURSE - - - _ I5WW, TO 45= ROCK PLACED IN CHANNEL. (Q5 TO 1.5 R.) C SET" IOW UK IS Is- (0.5 R) Oe1EAENCE (4Wn R .. MANWUN) TTENa1 sn[ 11[M FRONT VEW TEMPORARY SEEDING h MULCH OR NETTING SILT FENCE INSTALLED ON DOWNGRADIENT SIDE TEMPORARY STOCKPILE DETAIL N.T.S. PLANS PREPARED BY: f_ L- CIVIL ENGINEERING ASSOCIATES. INC. 10MANSFIELOWEWLAW,, SOUTHBURUNGTON, Vr D5403 W2A__3 FAX' BE,—' — —. cMM.mn DRAWN ACL CHECKED DSM RoveD DSM APPLICANT'' -- SOUTH VILLAGE = COMMUNITIES, LLC. PROJECT CONSULTANTS: PUCE DOYMSIREAM STRUCTURE SUCH THAT POINT 'B' IS APPROFMATELY LEKL WITH ONE LOWEST GROUND ELEVATION OF THE UPSTREAM STRUCTURE STONE CHECK DAM STRUCTURE N.T.S. FOR NVEGETATED SLOP USE (KRER TREADS TO CREATE GROOVES PERPENDICULAR TO SLOPE DIRECTION TO MINIMIZE RUN-OFF W.00ITIES. SLOPE TRACKING / SURFACE ROUGHENING N T.S. 6' W 6' 14.5 GA. 'WIRE MESH 30- HIGH AND BURIED 6- BELOW GRADE. HOOKED TO STEEL STAKES AT OVERLAP 6- (I50mm) MIN/MUM (WIRE MESH CAN BE ELIMINATED _ DIVERS/ON R/OGE REQUIRED FOR FENCE 24- OR LOWER) i EXCAVATE CHANNEL WHERE GRADE EXCEEDS 2X 2X OR GREATER \ A 70 DESIGN GRADE FILTER FABRIC CLIPPED OR y ANO CROSS SECTON / POST WIRED TO MESH, TO BE MIRAn IOOHS OR APPROVED \ w �D DESIGN DE R�OWgY //�%�Y!711 ///r TE, EQUAL OVERCUT CHANNEL r ANChCLONGITTHE FILTER FABRIC 7" (50, m) TO ALLOW l� �N ANCHOR TRENCH T-FLOW Her BULKING DURING SEEDBED I I�I•'I, /4 I SECTION A — A 2A' W PREPARA77ON / 24' MIN T \///• //, j • POST E W 2 WOOD !' 2.5' �! NOTE.' _ •' SPACING METAL POST 10' 10' \ / • • • • r>„ STRAW BALES SANDBAGS, SPILLWAY USE SANDBAGS, STRAW HALES 4 • 4 W000 to' ID' OR CONTINUOUS BERM OF OR OTHER APPROVED METHODS �, • .•+Y P r TYPICAL /NSTALLA710N pt EOU/VALENT HEIGHT 70 CHANN£LIZE RUNOFF TO riIERFABRIC TO BPWITH EROSION CONTROL 24'[`�'�--F BASIN AS REOU/REO. BAC1(iILLED E CLIPED, ANO TAMPED 8' //\�//�\ �i�.•' / BLANKETS OR TURF ` I BELOW GRADE �j\:�\ / /\\ \� REINFORCEMENT MATS / X SUPPLY \ WHEELS /FAN C70 H NECESSARY STEEL OR WOOD STAKES \/\\' nb%\ \ \// SEE CHART AT RIGHT INTERMITTENT CHECK SLOT LONGITUDINAL ANCHOR TRENCH 6F 1. INSTALL SILT FENCES S TOES d' UNPROTECTED SLOPES AND As PARALLEL TO CONTOURS AS ON ONE WRVS ENDS OF THE FENCE W HT DIE J SLOPE. COYOTE SEIX SHALL WHEN ACCUMULATEDSETFENCES TO HALF THE HOGNT OF THE SHINGLE -LAP SPLICED ENDS OR BEGIN NEW 'I° 1•I.OW FENCE. CORTEX TXI ES C EATED N FENCES AT THE TOE a ALL DLTDD ROLL /N AN INTERMITTENT CHECK SLOT OIL TE W SLOPES CREASED WRING CONSTRUCTION. ARE TO BE NOT TAIRECESS— REFLECTED .f IL.SLOPES ES THE T AL PUNS Ri FENCES ARE ro BE MAINTAINED UNTIL. .APES ARE STABANID. y IZ 2. WOWN MARE PENCE TO BE FASTENED SECURELY TO POSTS MATH NOW TIESPREPARE SOIL AND APPLY I 4.T y OR STAPw e✓ LES SEED BEFORE INSTALLING w D 3a A A 2 -•7� (,g0_7mJ 3. ELRR CLOTH TOaE FASTENED SECURELY ro ROVER CURE FENCE WITH BLANKETS MATS OR OTHER + + COURSE AGGREGATE 12 P MIN. TES SPACED EVERY 24' AT ire. AND SECTION. AND BOTTOM. TEMPORARY CHANNEL L/NOR + {i AIM. 6' (ISOmmf THICK 4 ° (3.6 m ) A. RAN HOT SECTORS a MIEI CLOTH AD.OIN EACH OTHER. THEY SHALL SYSTEM ++ ++ O O e BE OVERLAPPED BY B'. HADED AND STAPLED. +.+�, +} } + 5. SLT FENCE SOUL NOT BE PLACED IN AREAS OF CONCENTRATED ROWS + �+++ + e o • o +h + i•F#+ #+ y �• DIVERS/ON R/GCE SILT FENCE DETAIL *++++ ' N.T.S. ++ ++ / 50' (15m) MIN. + ! PLAN NOTES: J. THE ENTRANCE SHALL BE MAINTAINED IN A COND/RON THAT W/LL PREVENT NOTES rRACKIREOUIRDE TOP DRESSOR I NG, C, REPAIR AND/OR CLEAN OF SEDIMENT ONTO /OUT�OFAN MEASURES/US£DY J. DESIGN VELO UIRF EXCEEDING B FT/SEC TO 7RAP SEDIMENT. EXISTING (O.Sm/see) REOU/RE TEMPORARY BLANKETS, GROUND - AIMS OR SIMILAR LINERS 70 PROTECT SEED CLEANED TO2 WHEN TOR E TRANCE OYV70WHERS L PUBUC - - - _ AND 50/1 UIV77L VEGETATION BECOMES BE R/GHT-OF-WAY. TEMPORARY - - — ESTABLISHED. 2. GRASS -LINED CHANNELS WITH DESIGN J. OREN WASHING /S REOU/RED, /T SHALL BE GRAVEL SHY INCLUDE R RE7NMRCEUENr ARTS 57ONE THAT DRNNSSNAB�/ AN APPROVED SHED CONSTRUCTION IY - EROSION CONTROL MATTING IN SEDIMENT TRAP OR SEDIMENT BASIN. ENTRANCE EXIT TOPSOR. DITCHES */PROFILE GRADES - EXCEEDING 5S STAPLE AS PER MANUFACTURERS SPECIFICATIONS. GRASS -LINED DIVERSION CHANNEL TEMPORARY GRAVEL GRASS LINED DITCH TYPICAL INSTALLATION CONSTRUCTION ENTRANCE/EXIT N.T.S. N.T.S. N TS LAND USEP4WNERIARChTIECr LOONEY RICKS KISS NASHWLLE,7N CML EWNEER CIVIL ENGINEERING ASSOCIATES SHELBURNE, Vr TRAFFIC ENGINEER TND ENGINEERING OSSIPEE, NH LAAWC.APF ARCHITECT LAND -WORKS MIDDLEBURY. VT PROJECT TITLE: SPEAR STREET AND ALLEN ROAD SOUTH BURLINGTON, VT REVISION SOCCER FIELD EPSC DETAILS DATE CAWING NUYRER MARCH, 2009 SCALE 1 _ 30 C5.11 PROD. NO 01243 it 4" BITUMINOUS CONCRETE PAVEMENT: 1 1/2" TYPE III FINISH COURSE TOP COURSE BITUMINOUS 2 1/2" TYPE II BASE COURSE CONCRETE PAVEMENT - —COMPACTED SUBGRADE---_ STABILIZATION FABRIC MIRAFl 50OX OR APPROVED EQUAL TYPICAL PAVED ROADWAY SECTION N.T.S. VARIES - SEE SITE PLANS 2' TYPE IIITYPE III RECREATION CONCRETE RECREATION PATH n000nonononononoonn° oo0oon0000000n000no°o / 0 0 0 0 0 n o o o n.,> o 0 0 o n o 0 0 0 8• 12" CRUSHED Lr g. SEPARATION GRAVEL SUBBASE FABRIC UNDISTURBED SOIL APPROVED COMPACTED GRANULAR FILL RECREATION PATH DETAIL N.T.S. 1/2" R. g' �1/4" R. BASE COURSE BITUMINOUS CONCRETE PAVEMENT 7 o T`'CRUSHED GRAVEL SFlNEp� CRUSHED GRAVEL (COARSE) MATCH DITCH CULVERT & END SECTION SECTION YAWN 4 A -A TYPE II STONE FILL 3 A TYPE It STONE FILLMIN. c TH CKNESS) CULVERT u'�ii✓�'"q END SECTION STABILIZATION FABRIC CONTINUE STONE MIRAFl 5DOX OR FILL IF REQUIRED APPROVED EQUAL END SECTION DETAIL N.T.S. REDI-ROCK RATAINING WALL BLOCKS �• (OR APPROVED EQUAL) FINISH GROUND LEVEL 6" WASHED STONE J �LPERF. DRAIN PIPE WITH LEVELING PAD 28" BLOCK SOCK (OR AS SPECIFIED BY ENGINEER) RETAINING WALL DETAIL N.T.S. 1. CURBING SHALL BE CONSTRUCTED IN 10' SECTIONS WITH 1/8" JOINT BETWEEN SECTIONS. 2. CURBING EXPANSION JOINTS SHALL BE CONSTRUCTED EVERY 20' AND SHALL BE CONSTRUCTED OF MATERIAL CONFORMING TO AASHTO DESIGNATION M-153 (1/2" SPONGE RUBBER OR CORK). CURB DETAIL N.T.S. EX. BIT. PAVEMENT (BOTH SIDES) 0 `EXIST ISll813 L51E �J p CBOTH,i ISIDECS) p O 0 00 �c,.-_I.) e,0 TOP OF CURB (SEE PLAN FOR TYPE OF CURB) END TRANSITION - SLOPE BEGIN TRANSITION FACE OF SLOPE CURB 70� " FINISHED GRADE OF ROAD PAVEMENT TRANSITION CURB N T S. 8' O.C. 1- SO. x 18 GAUGE POST 2" SQUARE " 18 GAUGE ORNAMENTAL WIRE FENCE DETAIL Seals: No NOTE: FENCE TO BE THE PATRIOT ORNAMENTAL WIRE FENCE BY JERITH MANUFACTURING COMPANY, INC. (OR APPROVED EQUAL) AND SHALL BE INSTALLED AS PER MANUFACTURER REQUIREMENTS. EXISTING GROUND _ _! ilk.. Lr. -.7.11 --- Lr-• 1 " _ EROSION CONTROL MATTING IN n DITCHES W/PROFILE GRADES TOPSOIL EXCEEDING 5S STAPLE AS PER MANUFACTURERS SPECIFICATIONS. GRASS UNED DITCH N.T.S. ALL JOINTS SHALL BE THOROUGHLY CLEANED AND COATED WITH EMULSIFIED ASPHALT PRIOR TO PAVING —MATCH EX. PAVEMENT I' (MIN. i 1/2° TYPE III 2" TYPE II) NEW BIT. CONIC. PAVEMENT v: MATCH EX. SUBBASE Ip L' O�Ip 00 � O O p (18" MIN. CRUSHED G O ph O O p0 0 0' GRAVEL) n O 0, ,_1 O ��. i? O n�.., SEE TYPICAL TRENCH DETAIL NOTES: 1. THE CONTRACTOR SNAIL MAINTAIN AT LEAST ONE- WAY TRAFNC AT ALL TIMES DURING WORK WITHIN THE R.O.W. 2. MAINTENANCE AND PROTECTION OF TRAFFIC DURING WORK WITHIN THE HIGHWAY R.O.W. SHALL BE PROVIDED IN ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. THE CONTRACTOR SMALL NOT WORK 'WITHIN THE R.O.W. WITHOUT APPROPRIATE CONSTRUCTION SIGNING IN PLACE. 3. ALL BACKFI L SHALL BE MADE IN SIX (61 LIFTS AND COMPACTED TO NOT LESS THAN 95% MAXIMUM DRY DENSITY ACCORDING TO ASTM D598. 4. REPLACE EXISTING ROAD STRIPING AS NECESSARY. REPLACEMENT OF EXIST. PAVEMENT NTS 3/4" PIN HOLES A �I LLu PRECAST CURB N. I.` t0•_0•• j 10'-O" 4" TOPSOIL 1 EXISTING 27. SLOPE 2% SLOPE I GRADE _ 3 (MIN.) SPREAD EXCAVATEI 1 3 MIN _ 1/—TOPSOIL ON SIOESL — - EXCAVATE TOPSOIL I 3" AGGREGATE SURFACE COURSE AND STOCKPILE. 8" CRUSHED GRAVEL (FINE) STABILIZATION FABRIC MIRAFl 50OX OR 9" CRUSHED GRAVEL (COURSE) APPROVED EQUAL TYPICAL GRAVEL ROADWAY SECTION NTS FREEZE PROOF �- HYDRANT ADJUSTABLE IRON CURB BOX W LID MARKED "WATER" SILT CURB BOX JUST INSIDE R.O.W. FLUSH W/GRADE PROPERTY 1 FINISH GRADE FINISH GRADE ,7 STAINLESS STE OPERATING RO ERIE CURB 80 F P'x PLUNGER AND to VALVE WITH {t,F. DRAIN WATERi° .1 -`n 3/4" TO 1 1/2" 1 WASH STONE DUCTILE IRON INSTALL A WRAPPED IN WATER MAIN GOOSENECK I 1" CURB S' FILTER FABRIC LOOP BRASS NO - RED HEAD FREEZE PROOF HYDRANT SB 5151/B APPROVED NOTE: FREEZE PROOF HYDRANT TO BY WATCO NTS MANUFACTURING (OR APPROVED EQUAL) AND SHALL ,. 4"X8"X16' BE INSTALLED AS PER MANUFACTURER REQUIREMENTS. CONCRET UNDISTUI 1" TYPE "K" COPPER SERVICE - 1" CORPORATION STOP (CAMBRIDGE BRASS NO - LEAD BRASS OR RED HEAD WILL BRASS MANUFACTURING BRASS 4381 ADAPTORS OR DEPARTMENT APPROVED EQUAL) CAMBRIDGE BRASS OR I MANUFACTU OR DEPT. A WATER SERVICE CONNECTION N.T.S. 1 PLANS PREPARED BY: r E CIVIL ENGINEERING ASSOCIATES, INC. 10 MANSFIELD NEW LAVE, SOUTH BURLINGTON, IT O54W tlOT-B9T-T3T3 FAX 9pT-BBFTTl1 ••G, w"w.cxHcon OxAnn ACL CRRCRRD DSM APPROVRD DSM APPLICANT SOUTH VILLAGE COMMUNITIES, LLC. PROJECT CONSULTANTS: LAND USEPLANNER/ARCHITECT LOONEY RICKS KISS NASHVILLE, IN CML ENGINEER CIVIL ENGINEERING ASSOCIATES SHELBURNE, VT )PE 7RAFRC ENGINEER TND ENGINEERING OSSIPEE, NH LANDSCAPE ARCH/TECT LAND -WORKS MIDDLEBURY, VT PROJECT TITLE: SPEAR STREET AND ALLEN ROAD SOUTH BURLINGTON, VT LEGEND —'h— PROPOSED WATERLINE INE �— PROPOSED SEWER LJNE - �F— PROPOSED STORM WATER LINE PROPOSED ELECTRIC LINE —G— PROPOSED GAS LINE ---- PROPOSED UNDERDRAIN I (D* PROPOSED TREES I� EXISTING WER.API0.S C OP (CAMBRIDGE u 1, CNECXSD .11.GN LEAD BRASS OR AANUFACTURING 151 OR DEPT. - EQUAL) -- SOLID - :BLOCK SOCCER FIELD BED SOIL SITE DETAILS JNIONS AND ;HALL BE BRASS NO -LEAD !ED HEAD ZING BRASS nn•re 0xnniNc auHRea 'PROVED EQUAL) MARCH, 2009 1' - 30' C5.11E PROD NO, 01243 SECTION OIG40 - PROJECT COORDINATION B. Remove frees and shrubs within area..e indicated on the PART 1 - GENERAL Plana. Remove stumps, .at. and tap root. and other projections 1'/v' or greater In diameter to 2'-0' below the 1.01 MEETINGS h PROJECT ACCESS .voted surfaces In Out areas and 2'-0' below the exposed A. The Owner shall be notified live (5) days prior to subgrade in fill area.. commenceent of Work by the Contractor. m 3.03 REMOVAL rrange an B. The Contractor will coordinate with the Owner to wrong'- A. Remove debris, rock, and extracted plant life from site. on -site pre -construction meeting prior to commencement of any work. Job superintendents and subcontractors shall be B. The Contractor shall coordinate Work with the Engineer and Included In this meeting. Owner in establishing suitable areas within the property Iimita for depositing debris, rock. and extracted plant C. The Contractor will coordinate all phases of the Work. so as life. The Contractor .hall be responsible for bockfilling not to Interiors with the normal work procedures in the (capping) and grading all waste sites. D. The Contractor shall conduct his work In such a manner as to 3.04 UTILITIES not Interfere with or endanger work or traffic In a A. Coordinate with utility companies and agencies as required. adjacent to the construction wee. except as permitted by the Owner. The Contractor shall sal arrange his construction operations as to provide access for emergency vehicles and SECTION 02210 - SITE EARTHWORK equipment to the work site at all tines. PART 1 - GENERAL 1.02 LABOR 1.01 SUMMARY A. The Contractor and eubcontractan will employ mechanics A. Section Includes. 1. All utility and sitswork excavation (unless covered In skilled In their respective trades. other sections of these specifications), removal and stockpile of topsoil, stabilization fabric. and other B. All labor will be performed in a neat and workmanlike miscellaneous and appurtenant works. manner. 2. Site fllinyy. 3. Roadway/parking lot structural sections. 1.03 PROTECTION OF PERSONS AND PROPERTY A. The Contractor shall be responsible far Initiating, ainlaining, and supervising all O.S.H.A. safety precautions In connection with the Work. B. Fire Protection: The Contract- shall take all necessary pmcsuUons to prevent fires adjacent to the Work and shall provide adequate facilities far extinguishing fires. The Contractor shall also prevent fires In project related buildings and shall prevent the spread of three to area. outside the Knito of the Work. C. Safety Prmcutiomr Prior to commencement of Work, the Contractor shall be familiar with all safety regulations and practices applicable with construction operations. No additional payment. will be made for equipment and procedures necessitated by these safety precautions. 1.04 INSURANCE A. Certificates of Insurance acceptable to the Owner shall be Bled with the Owner prior to the commencement of the Work. 1.05 CORRECTION OF WORK A. The Contractor shall promptly correct all Work rejected by the Owner as defective or as failing to conform to the Contract Documents. The Contractor shall bear all cost of correcting such rejected Work. 1.06 WEATHER CONDITIONS A. No Work shall be done when, in the opinion of the Owner, the weather Is unsuitable. No concrete, earth bockfil, embankment. or paving shall be placed upon frozen material. If there Is delay or interruption in the Work due to weather condition., the necesawy precautions must be taken to band new work to rid B. Protection Against Water and Storm: The Contractor shall foie all precautions to prevent damage to the Work by stones or by water entering the site of the Work directly or through the ground. In case of damage by storm or water, the Contractor, at his own expense, shall make repairs or replacements or rebuild such parts of the Work as the Engineer may require in order that the finished work may be completed as required by the Drawings and Specifications. 1.07 DISPOSAL OF DEBRIS A. All debris and ...... materials, other than that which is authorized to be reused, become the property of the Contractor and shall be promptly removed from th properly. The Contractor shall receive title to all debris and/or exam. material. The Owner will not be responsible far any lose or damage to debris or ex-.. material owned by the Contractor. 1.08 PROJECT LAYOUT A. The Contractor shall be responsible for providing all necessary survey .taking. 1. Locate and protect contra points before starting work an the site. 2. Preserve permanent reference points during progress of the Work. 3. Establish a minimum of two permanent benchmarks on the site, referenced to data established by survey contra point.. a. Record locations, with horizontal and vertical data. an Project Record Documents. SECTION 02110 - SITE CLEARING PART 1 - GENERAL 1.01 SUMMARY A. Sectlon Includes:i. Remove surface debris. 2. Clear site of plant life and grass. 3. Remove trees and shrubs. 4. Remove root system of tree, and shrubs. PART 2 - PRODUCTS Not used. PART 3 - EXECUTION 3.01 PROTECTION A. Protect utilities that remain tom damage. 8. Protect trees. plant growth, and features designated to remain as find landscaping. C. Protect bench marks and existing structures from damage or displacement. D. Use means necessary to prevent dust becoming a nulsonae to the public, la eighbo-, and to other work being pw ned on 0`near thenrr site. E Maintain access to the site at all times. 3.02 CLEARING A. Clear areas required for access to site and execution of 1.02 REFERENCES A. ANSI/ASTM C136 - Standard Teel Method far Sieve Analysis of Fine and Course Aggregates. B. ANSI/ASTM 0698 - Standard Test Method far Laboratory Compaction Characteristics of Soil Using Standard Effort. 1.03 PROTECTION A. Protect bench marks and existing structures. B. Protect above and below grade utilities which are to remain. 1.04 SUBMITTALS A. Testing laboratory reports indicating that material fur backfll meets requirements of this Section. B. Fed density teat mparto of site fill In place. C. Field density test reports far roadway structural sections In place. 0. Stabilization Fabric: Submit copies of manufacturer's specification. and installation instructions. PART 2 - PRODUCTS 2.01 BANK RUN GRAVEL A. This material shall meet the following grading requirements: Percent by Weight Sieve Deelgnatlan Passing Square Mesh Slave No. 1 20 - 60 No. 1000 - 12 No. 200 0 - 6 The gravel shall be uniformly graded from coarse to fine and the maximum size stone particle shall not exceed 2/3 of the thickness of the layer being placed or 4', whichever is I eas. 2.02 CRUSHED GRAVEL A. All materials shall be secured from approved sources. This gravel shall consist of angular and round fragments of hard durable rock of uniform quality throughout, reasonably free from thin elongated pieces, soft or disintegrated atone, dirt, Organic or other objectionable matter. This material shall meet the following grading requirements: Percent by Weight Slave Designation Passing Square Mesh Sieve Fine: 2. 100 1 1/2' 90 - 100 No. 4 30 - 50 No. 100 0 - 12 No. 200 0 - 6 Caere.: 4' 95 - 100 No. 4 25 - 50 No. 100 0 - 12 No. 200 0 - 6 2.03 AGGREGATE SURFACE COURSE A. Aggregate for surface coupe and shoulders shall consist of clean, hard gravel, crushed gravel or crushed stone. II shall be reasonably free from silt, loam, clay or organic matter. It shall be obtained from approved sources. B. Grading. This material shall be uniformly graded from coarse to fine and shall meet the following grading requirement,: Percent by Weight Slave Designation Passing Square Mesh Sieve 1 1/2- 100 1 • 90 - 100 No. 4 45 - 65 No. 100 0 - 15 No. 200 0 - 12 2.04 COMPACTED FILL/GRANULAR BORROW A. This material shall be free of shale, clay, friable material, debris, and organic matter. graded in accordance with ANSI/ASTM C136 within the following limits: Percent by Weight Steve Designation Passing Square Mesh Sieve 6' 100 3/4' 75 - 100 No. 4 20 - 100 No. 100 0 - 20 No. 200 0 - 12 2.05 GEOTEXTIE STABILIZATION FABRIC A. This work shall consist of furnishing and placing an approved stabilization fabric an a prepared surface within the limits shown on the plans. The fabric shall meet, or exceed the following properties: 1. Grab tensile strength (ASTM D-4632) - 200 the. 2. Grab tensile dongatian (ASTM 0-4632) - 15% 3. Puncture strength (ASTM D-4633) - 120 lbs. PART 3 - EXECUTION 3.01 PREPARATION A. Identify required lines, levels, contours, and datum. B. identify known below grade utilities. Stake and flag locations. C. Maintain and protect existing utilities remaining which pass through work area. D. Upon discovery of unknown utility or conceded conditions, discontinue affected work: notify Engineer. 3.02 EROSION CONTROL A. Erosion control must be Installed prior to beginning any earthwork operations. 3.03 TOPSOIL EXCAVATION A. Excavate topsoil from areas to be excavated. re -landscaped or regraded and stockpile In areas designated on site or as directed by the Engineer. B. Maintain the stockpile In a manner which will not obstruct the natural flow of drainage. 1. Maintain stockpile free from debris and trash. 2. Keep the topsoil damp to prevent duel and drying out. 3.04 SUBSOIL EXCAVATION A. Excavate subsoil from areas to be regraded In accordance with plans. B. Excavate subsoil required to accommodate building foundations, slabs on grade, site structures, constructionoperations, roads, and parking areas. C. Grade top perimeter of excavation to prevent surface water from dralning Into excavation. 0. Notify Engineer of unexpected subsurface conditions and discontinue off«tad work in area until notified to resume work. E. Correct areas over -excavated by error as directed by the Engineer at no cost to the Owner. 3.05 DITCHES A. Cut accurately to the cross -sections, grouse, and elevations shown. S. Maintain excavation, free from detrimental quantities of leaves, stick% trash, and other debris until completion of the work. C. Dispose of excavated materials as shown on the Drawings - directed by the soils Engineer; except do not, in any case, deposit materials lee. than three feet from the edge of a ditch. 3.06 EMBANKMENTS AND BERMS A. When embankments are to be made an a hillside, the slope of the origlnd ground an which the embankment& are to be constructed shall be stepped and property drained as the fill Is constructed ao that adverse movements of the slope, do not «cur. B. Any excavated rock, ledge, boulders, and stone, except where required In the construction of other items or otherwise directed, shall be used in the construction of embankments to the extent of the project requirements and gee -ally shall be placed so as to farm the base of an embankment. C. Frozen material shell not be used in the construction of embankments, nor shall the embankments or successive layers of the embankments be placed upon frozen material. Placement of material other than rock shall stop when the sustained air temperature, below 32 degrees Fahrenheit, prohibits the obtaining of the required compoction. If the material is otherwise acceptable, it shall be stockpiled and reserved far future use when Its condition is acceptable for use In embankment..e D. When an embankment Is to be constructed across a swamp. muck, or areas of unstable soils, the unsuitable material shall be excavated to reach soils of adequate bearing capacity and the embankment begun. Alternative methods, such as us of a stabilization fabric in place of excavation and bockRll, may be utilized only after approval of some by the Engineer. E. Material being placed In embankments shall be placed In horizontal layers of uniform thickness across the full width of the embankment. Stump,, tree., rubbish, and other unsuitable material shall not be placed in embankments. F. Embankment areas shall be placed In eight -inch lifts. Effective spreading equipment shall be used an each layer to obtain uniform thickness prior to compaction. Each layer shall be kept crowned to shed water to the outside edge of embankment and continuous leveling and manipulating will be required to a uniform density The entire area of each layer shall be uniformly compacted to at least the required minimum density by use of compaction equipment consisting of rollers, compactors, or a combination thereof. Eorthnmoving and other equipment not specifically manufactured for compaction purposes will not be considered as compaction equipment. G. All fill material shall be compacted at a moisture content suitable for obtaining the required density In no c shall the moisture content in each layer under construction be more then three percent above the optimum moisture content and .hall be leas than that quantity that will cause the embankment to become unstable during compaction. Sponginess, shaving, or other displacement under heavy equipment shall be considered evidence for an engineering determination of lack of stability under this requirement, and further placement of material in the area affected shall be stopped or retarded to allow the material to stabilize. H. When the moisture content of the material In the layer under onstructim is lees than the amount necessary to obtain satisfactory compaction by mechanical compaction methods, water shall be added by pressure distributors or other approved equipment. Water may also be added in excavation or borrow pits. The water shall be uniformly and thoroughly Incorporated Into the soil by disc, harrowing, bladhg, or by other approved methods. This manipulation may be omitted for sands and grovel. When the moisture content of the material is In excess of three percent move optimum moisture content. dry material shall be thoroughly Incorporated Into the wet material, or the wet material .hall be aerated by disking, harrowing, bidding, rotary mixing, or by other approved methods; or compaction of the layer of wet material shall be deferred until the layer has dried to the required moisture content by evaporation. 3.07 COMPACTION REQUIREMENTS A. All backfills and fills shall be compacted In even lifts (12' maximum) to attain the required densities as follows: Standard Proctor Location ASTM D-693 Sub ad. and Gravel for Roads and Parking Lots 955 General Embankments 90% 3.08 MAINTENANCE A. All earthwork should be checked periodically to see that slopes are in good conditlon. Any rile or damage from erosion and animal burrowing should be repaired Immediately to avoid further damage. If seeps develop on the slopes, the area should be evaluated to determine if the seep will cause an unstable condition. Subsurface drains or grovel mulching may be required to solve seep problems. Diversions, berths. and waterways In the land grading area should be checked to see that they are functioning properly. Problems found during the inspections should be repaired promptly. SECTION 02225 - UTILITY TRENCHING AND BACKFlLUNG PART 1 - GENERAL 1.01 SUMMARY A. Section Includes: 1. Trench, backflll, and compact as specified herein and as needed far Installation of underground utilities located 5 feet outside the building.. 1.02 QUALITY ASSURANCE A. Use adequate numbers of skilled workers who are thoroughly trained and experienced In the necessary crafts and who ore completely farnlllar with the specified requirements and the methods needed for proper performance of the work of this a«lion. B. Use equipment adequate in size, capacity, and numbers to accomplish the work In a timely manner. C. Comply with requirements of governmental agencies having jurisdiction. 1.03 REFERENCES A. ANSI/ASTM C136 - Standard Test Method far Steve Analysis of Fine and Coarse Aggregate.. B. ANSI/ASTM D698 - Standard Test Method for Laboratory Compaction Characteristics of Soil Using Standard Effort. PART 2 - PRODUCTS 2.01 SOIL MATERIALS A. FIII and baekfll materials: 1. FIII material 13 subject to the approval of the Engineer. Material provided can be removed from a-tlon. on site or Imported from approved off -site borrow arms. Materials must be predominantly granular, -expansive sal free from porous matter, Organic matter and other deleterious matter and contain no rocks or lumps aver 6 inches in greatest dimension. 2. Rocks having a dimension greater than 2 inches shal not be placed within 2 feet of the outside of pipe. 3. Coheslonless material used far backflll: Provide sand free from organic material and other foreign matter, and as approved by the Engineer. PART 3 - EXECUTION 3.01 SURFACE CONDITIONS A. Examine the areas and conditions under which work of this section will be performed. Correct conditions detrimental to timely and proper completion of the work. Do not proceed until unsatisfactory conditions are corrected. 3.02 PREPARATION A. Identify required lines, levels, contours, and datum. 3.03 PROCEDURES A. Existing Utllitie.: 1. Unless shown to be removed, protect active utility lines shown an the drawings or otherwise made known to the Contr«tor prior to trenching. If damaged, repair or replace at no cost to the Owner. 2. When existing underground utilities, which are not scheduled for removal or abandonment, are encountered in the excavation, they shall be adequately supported and protected from damage. Any damage to utilities shall be repaired Dromptly at no additional cost to the Owner. 3. If utility service is Interrupted as a result of work under this section, immediately restore service by repairing the damaged utility at no addlHonal cost to the Owner. 4. If existing utilities are found to Interfere with the permanent facilities being constructed under this action, immediately notify the Engineer and secure Instructions. 5. Do not proceed with disruption of service or permanent relocation of utilities until written Instructions are received from the Engineer, B. Protection of persons and property, 1. Barricade open holes and depressions occurring as part of the work, and post warning lights an property adjacent to or with public access. 2. Operate wamtng lights during hours from dusk to dawn each day and as otherwise required. 3. Protect structures, utilities, sidewalk., pavements, and other facilities from damage caused by settlement. lateral movement, washout, and other hazards created by operations under this section. C. Dewatering: The Contractor, at all times, shall conduct operations so as to prevent the accumulation of water, Ice, wow ow in excavations or in n the vicinity of excavated areas, and to prevent water from Interfering with the progress and quality of the work Under no conditions shal water be allowed to rise in open trenches after pipe has been placed. D. Accumulated water, Ice, and wow shall be promptly removed and disposed of by pumping oroth- approved means. Disposal shall be carried out in a man ar which will not create a hazard to public health, nor cause injury to public or private property, work completed or In progress, or public .treat,, nor cause any Interference In the use of ,treete and road by the public. Pipes under construction shall at be ..eel far drainage of excavation.. E Maintain access to adjacent woos at all time. 3.04 TRENCHING A. Provide sheeting and shoring necessary it work and for the Safety of Personnel. 1. Sheeting and bracing required for to removed to the elevation of the pip, will be allowed to be pulled, remove, below the pipe. B. A trench shall be excavated to the requh width sufficient to allow for joining of th compaction of the bedding and backfll n around the pipe. C. The completed trench bottom shall be Rr length and width. D. If Indicated an the plane or directed by I foundation material encountered below it the pipe bed shall be removed and repla backflll. E. Where pipes we to be placed In embonkr ovation shall be mode after the emb, completed to a height of 3 feet plus the pipe above the designed grade of the pil F. Excavating for appurtenances: 1. Excavate for manhole. and aimilw el distance -fflclanl to leave at least between outer surfaces and the writ that may be used to hold and prat, 2. Over -depth excavation beyond such not been directed will be considered with sand. grovel. or Ivan concrete Engineer, and at no additional cost G. Excavation shall not Interfere with norm. .play of foundation.. H. Where utility runs traverse public propert to governmental or ut0lly company juris, depth, bedding, cover. and other mqulre by legally constituted authority having ju no case 1»a than the depth shown In li I. Where trenching occurs In existing lawns, actions and keepdamp. Replace turf backfilling. 3.05 BEDDING A. Pipe Bedding Area: Prior to laying pipe, .hall be placed to the Iimita of the .- depth beneath the pipe as specified. P either sand, gravel, or crushed atone on large lumps and stones over one Inch in pipe 1. laid, bedding material shall be er above the pipe and leveled along the wk 3.06 BACKFIWNG A. Backfilling shall not be done In freezing frozen materials, or when materials are, frozen. B. Bockfill material shall be evenly spread a lifts not more than 12 Inches thick or a Engineer. Previously placed or new mob moistened by sprinkling, if required, to e and compacU.. C. Trenches which have been Improperly be( covered up before it has bean approved Refill and compact as specified, or othe approval of the Engineer, at no addition Owner. 0. Take special care In backfilling and baud not damage pipe and plp. coatings. E. No compacting shall be done when the I be compacted properly. At such time, suspended until the previously placed or dried out sufficiently to permit proper e other precautions are taken as may be proper compaction. F. Back MI materlal shall be compacted to percentages of maximum dry density an content shall not be more than 2% abo content. as determined by Standard Prc 1. Around all structures, under roadwe and emb-lurente - 95X 2. All othin areas - 90T G. Frost Protection: Pipes laid with less t cover over the crown and when approve be protected against freezing by install, Insulation for the width of the trench. minimum of 2 Inches thick with one thickness for every foot of depth of pip feet. The sheets well be placed 6 Incl of the eewer after compaction of the 6 above the crown. Care shall be e.erch during backflll and compaction over the sheets shall meet the compressive sue ASTM D1621-73. 3.07 TEST FOR DISPLACEMENT OF SEWERS Ah A. After the trench has been backfilled to has been compacted as specified, ched atormdralns to determine whether dlspl, B. Visually Inspect pipe Installation by flash between manholes or between the local by means of a flashlight w by mflectin mirror. C. If the illuminated interior of the pipe Iin alignment, displaced pipes, or any the the defect. to the specified conditions cost to the Owner. D. After visual approval of pipe, a 95% me required. PLANS PREPARED BY: protection o/ the f E; .he. shall be but re sheeting or disturbed id depth and to a Pipe and atertal under and CIVIL EMGIMEERIMG ASSOCIATES. INC. 10AW45FIELOWEWWIE, SOIIIHBURUNGTOA VT QUM n for its full siea zazs FAx emun4zzn xwD: www.cae-w.m,e ,e Engineer, poor oEAex normal grad. of eel with granular ACL cHErkE ent fill, the DSM imam has been diameter of the Arr.ovep DSM uctures to a APPLICANT: 12 inch.. clear onkment or shoring p the bank. itonances that has SOUTH VILLAGE unauthorized. Fill unauthorized. as directed by the COMMUNITIES, LLC. the Owner. 45 degree bearing or Or. subject PROJECT CONSULTANTS: '.ctfon, provide lento as set forth isdiction, but In e Contract Dowmanta. LAND USE PLANNER/ARCH17FCT LOONEY RICKS KISS NASHVILLE, TN emove turf in pan completion of the CML ENGINEER bedding material CIVIL ENGINEERING ASSOCIATES rattan and to a SHELBURNE, VT s material shall be shall not contain diameter. A. the TRAFFIC ENGINEER .ended to 6 Inches th of the trench. TND ENGINEERING OSSIPEE, NH Bather, with fy placed we LANDSCAPE ARCHITECT LAND -WORKS d compacted In MIDDLEBURY, VT approved by the ,kile shall be e proper bond PROJECT TITLE: ,filed, end ... d or shall be reopened. Nie correct to the cost to the ig operations to SPEAR STREET AND ALLEN ROAD ..mrlal I. too of to the wan, shall be SOUTH BURLINGTON, VT 1 new materials have impoctlon, or such iecessary to obtain ,e following I the In -place moisture e the optimum moisture :tor ASTM D698. paving, shoulder n the minimum I by the Engineer shall tlon of rigid nsulatlon shall be dditlonal Inch of ng lees than 5 es above the woven Inch lift Immediately rd by the Contactor Insulation. The gth requirements of I STORMDRAINS DATE CHE-D fumsI.N ,be- thepip. and d at and t he. occurred. ng a light one of the manholes. 1 sunlight with I shows poor defects, correct and at no additional SOCCER FIELD Idrel test may be SPECIFICATIONS DATE aMwING NawaE. MARCH, 2009 NONE NO C5.11F Im, No. 01243 i SECTION 02439 - STONE FILL PART 1 - GENERAL 1.01 SUMMARY A. Section includes: 1. Stan. FBI - Types I, It, III, and IV. 2 Rip -Rap - Heavy Type, Light Type. 3. Geotextile Fabric. B. This work shall .-.let of furnishing and placing protective Z. in conformity with the dlmenslana, elewtions and at the locations indicated in the contract or as directed by the Engineer. 1.02 REFERENCES A. VAOT Standard Specifications, Section 700. PART 2 - PRODUCTS 2.01 STONE FOR STONE FILL A. Stan. for atone fill shall be approved, hard, blasted angular rock other than serpentine rock containing the fibrous variety ch,y..tll. (oebeslo,). The least dimension of the atone .hall be greater than 1/3 of the longest dimen.11, The stone fill shall be re onably all graded from the -offset to the maximum size stone specified as as to forth a compact mass when In place. Type I: The longest dimension of the stone shall very from 1 Inch to 12 Inches, and at least 50 percent of the volume of the stone in place shall haw a least dimension of four Inches. Type Il: The longest dimension of the stone shall wry from 2 Inches to 36 Inches, and at least 50 percent of the volume of the - in place shall haw a least dimension of 12 Inches Type III: The longest dlmwolon of the stone shall very from 3 Inches to 48 Inches, and at leaat 50 percent of the volume of the stone In place shall have a least dimension of 16 Inches Type IV. The longest dlmeilon of the atone .hall very from 3 Inches to 60 Inches, and at least 50 percent of the volume of the stone in place all how a least dimension of 20 inch... 2.02 RIP -RAP A. Stone for rip -rap shell be approved, rough, unhewn quarry stone, as nearly rectangular in section as practicable. The alone shall be hard, sound and resistant to the action of water and weathering. They shall be of a rock type other than serpentine ro k containing the fibrous variety chrysatfle (asbestos) and suitable In every respect for the purpose intended. Heavy Type: The Individual atone. shall have a depth equal to the thickness of the coupe of rip -rap. Al leant 75 percent of the - he volume of the rip-rop. complete in place, shall consist of atones that have a minimum volume of 16 cubic feet Light Type: The individual atanee shall have a depth equal to the thickness of the course of rip -rap. The Hp -rap, om plate In place, shall consist of stones that have a minimum volume of 1/2 cubic foot. 2.03 GEOTEXTILE FABRIC A. Geotextle fabric shall conform to the requirements of Sectlon 02210 - Site Emth.wk. PART 3 - EXECUTION 3.01 PREPARATION A. The areas to be protected shall be constructed and graded to the lines indicated an the plans or as directed by the Engineer and, if a flit area, shall be compacted. All slopes shall be maintained to the neat line. Indicated on the plans prior to the placing of geotextlle fabric o r bedding material, atone fill, rip -rap or slope paving. 3.02 PLACING STONE FILL A. The specified stone RII shall be placed In one course thickness as shown on the plans In a manner that will result in a rsoaonobly well graded surface. Care shall be taken In the placing to ovoid displacing of the underlying material. B. The stones shall be so placed and distributed that there will De no ac mulatlons of either the larger or smaller .I.e. of atone• C. Rearrangement of the atone fill by hand labor or mechanical equipment may be required to obtain the specified results. D. When stare RII and geotextlle fabric we to be placed as part of an embankment, the protective materials shall be placed concurrently with the construction of the embankment unless otherwise authorized by the Engineer. E. When atone fill and geotextlle fabric Is to be placed under water, methods shall be used that will minimize segregation and inure that the required thickness of protective materld will be obtained, SECTION 02513 - BITUMINOUS CONCRETE PAVING PART 1 - GENERAL 1.01 SUMMARY A. Section Includes: 1. Ba.e Courses 2. Lewling Course, 3. Finish Course B. General: This work shall consist of one or mwe courses of bituminous mixture. constructed on a prepared foundation in accordance with these Specifications and the type of surface being placed, and In conformity with the lines, grades, thicknesses and typical cross sections shown an the plans or established by the Engineer. 1.02 QUALITY ASSURANCE A. Use adequate numbers of skilled workers who are thoroughly trained and experienced In the necessory wafts and who are completely familiar with the specified requirements and the methods needed for proper performance of the work of this Section. B. All materials and Installation shell be In accordance with The AvindI Institute Manual (MS-4) and the VAOT Standard Specifications 1990. C. Mixing Plant. Conform to State of Vermont Standards. W&k Obtain materials from same a throughout. 1.03 PROJECT CONDITIONS A. Bituminous concrete shall not be placed between November 1 and May 1. Material shall not be placed when the granular subbase la wet or when the air temperature at the paving site In the shade and away from artificial heat is as follows: Air Temperature Pavement Degrees Fahrenheit Compacted Depth 40 Degrees or below Greater than 1 1f4- 50 Degrees or below Lea. than 1 1/4 PART 2 - PRODUCTS 2.01 MATERIALS A. Materials shall be combined and graded to most the criteria as defined ' the VAOT Standard Specifleatlone, Division 700 for Type 11 (base course) and Type III (finish course) bituminous concrete. 8. Gradation: Materials shall be combined and graded to meet imposition limits specified In VAOT Standard Specification, Sectlon 406.03. for the bon. course and finish course. C. Thickness of paving for draws and parking lots shell be as shown on the plans, cons Ung of base course and finish 0. For pavement reconstruction areas due to trenching, the depth of each course shall be Increased by 1/2'. Pavement reconstruction caused by trench reopening due to Improper placement m non -approved placement shall be performed at no additional coat to the Owner. 2.02 TRAFFIC MARKINGS A. Traffic marking paint to be factory -mixed, meeting the requirements of the VAOT Standard Specifications, Section 708.08. PART 3 - EXECUTION 3.01 INSTALLATION A. Install In accordance with VAOT Standard Specifications, Section 406. 3.02 EXAMINATION A. Verify base conditions under the provisions of Section 02210 - Site Earthwork. B. Verify that compacted granular base is dry and ready to support paving and Imposed loads. C. Verify gradients and alewtlons of base are correct. 3.03 PREPARATION A. Matching Surfaces When a new pavement Is to match a existing bituminous pavementfor a roadway or trench, the Contractor shall vertically smooth cut the existing pavement, over the existing gravel base. The smooth cut shall be thoroughly cleaned and coated with Emulsified Asphalt, RS-1, pat prior to paving. 3.04 PREPARATION - TACK COAT A. When the bottom course of bituminous conwete pavement is left a or winter, orpaving I. to be made over an existing bituminous concrete pavement, the existing surface shall be cleaned and Emulsified Asphalt applied before the next .Dune in applied. B. Also apply to contact surfaces of curbs C. Coat surface. of manhole and catch basin frames with oil to prevent bond with asphalt pavement Do not tack coat these surface.. 3.05 PLACING ASPHALT PAVEMENT A. Place to compacted thickness identified on the plans. B. Compact pavement by rolling. Do not displace or extrude pavement from position. Hand compact In areas inaccessible to rolling equipment. C. Develop rolling with consecutive passes to achieve even and smooth finish, without roller marks. 3.06 JOINTS A. Joints between old and new pavements or between successive days work shall be made so as to Insure a thoroughand eontlnuoua bond between the old and new mixtures Whenever the spreading process is interrupted long enough for the mixture to attain Its Initial stability, the paver shall be removed from the mot and o joint constructed. B. Butt joint, shall be formed by cutting the pavement In a vertical plane at right angles to the centerline where the pavement has a true surface as determined by the use of a straight -edge. The butt joint shall be thoroughly coated with Emulsified Asphalt. Type RS-1. Just prior to depositing the paving mixtures. C. Longitudinal Joints that haw become cold shall be coated with Emulsified Asphalt Type RS-I, before the adjacent mat Is placed. If they have been exposed to traffic, they shall be cut back to a clean vertical edge prior to painting with. the emulsion. 0. Unless otherwise directed, longitudinal joints shall be offset at least 6" from any joint in the lower courses of pavement. Transverse )olnln shall not be constructed nearer than one foot from the transverse Joints constructed in lower coufs". 3.07 TOLERANCES A. The surface will be tested by the Engineer using a 16 foot straight -edge at selected locations parallel with the centerline. Any variations exceeding 3/16 of an inch between any two contacts shall be satisfactorily eliminated. A 10 fool straight -edge may be used on a vetical curve. The slralght-edges shall be provided by the Contractor. B. Scheduled Compacted Thickness: Within 1/4 Inch, C. Variation from True Elevation: Within 1/2 inch. 3.08 FIELD OIAUTY CONTROL A. Permit no van'cuim traffic an surfaces until thoroughly cool and hard. 3.09 REPAIR OF SUBSIDENCE A. Settlement - Should any pavement settle within one year of completion of the Contract, such paveneat shall be repaired at the Contractor's expense. If the Contractor falls to make such repolrs promptly upon recelpt of notice to do so from the Owner, than the Owner may make such repairs a necessary and the Contractor shall pay the Owner for all coats Incurred in making such repoirs. 3.10 MARKING PAVEMENT FOR PARKING A Striping - Thoroughly dean the areas to receive striping and locate all striping ors indicated an the Contract Plane. All striping shall be 4' wide unless otherwise noted. B. Mlscelloneoua - Provide handicapped symbols and all other miscellaneous signs and symbols as Indicated an the Contract Plan.. SECTION 02515 - CURBS AND WALKS PART 1 - GENERAL 1.01 SUMMARY A. Section Includes: 1. Concrete Curb. PART 2 - PRODUCTS 201 CONCRETE A. The c crete shall haw a minimum compressive strength of 4,000 pal at 28 days and shall conform to the requirements of Cast -In -Piece Concrete. 2.02 ADMIXTURES A. Air -entraining admixture shall most or exceed ASTM C260. Air content shell range from minimum of 5% to 7% maximum. 2.03 EXPANSION JOINT MATERIAL A. Expansion pint material shall be premolded bituminous Filar conforming to ASTM 0994. PART 3 - EXECUTION 3.01 CONCRETE CURBS A. Excavation shall be made to the required depth and the base material upon which the curb Is to be set shall be compacted to a firm, even surface. All soft and unsuitable material shell be removed and replaced with suitable material which shall be thoroughly compacted. B. Installation: The curb shall be set so that the front top line Is In dose conformity to the line and grade required. All space under the curbing shall be filled and thoroughly tamped with material meeting the requirements of the matarid for the bad sour... C. Concrete Mixing and Placing: Compaction of concrete placed In the forms shall be by spading or other approved methods. Forme shall be left in piece for 24 hours m until the concrete has set sufficiently so that they can be removed without injury to the curbing. Upon removal of the forms, the curb shall be Immediately rubbed down to a smooth and uniform surface but no plastering will be permitted. For this wok, -patent and skillful finishers shell be employed. 0. Sections: Curbing shall be constructed In sections having 0 uniform length of ten feet. unless otherwise ordead. Sections shall be a:pwated by open Joints 1/8 Inch wide except at ..Poneiopinto. E. Expansion Joint.: Expansion Joints shall be formed at the intervals shown an the plans using a pro 'formed expansion Joint ells having a thkkneas of 1/4 Inch cut to conform to the cro e-eectlon of the curb. They shall be constructed at 20 feet s'at-" or as directed by the Engineer. When the curb Ia constructed adjacent to or on concrete pavement, expansion Joints shall be located opposite or at expansion joints in the pavement. F. Backfilling: After the concrete has set sufficiently, the spaces in front and back of the curb shall be Filled to the required elevation with layers of not more than six inches of the same material as the bedding and thoroughly tamped. G. The Contractor shall protect the curb and keep it In alignment until the completion of the contract. Each curb which I. damaged at any time previous to final acceptance of the work shall be removed and replaced with satisfactory curb at the Contractor's expense. SECTION 02700 - WATER SUPPLY SYSTEM PART 1 - GENERAL 1.01 SUMMARY A Section includes: 1. Pipe Materials 2. Valve 3. Fitting. 4. All other appurtenances necessary to complete the water main system as shown on the Contract Plans. 1.02 SUBMITTALS A. Product Data: Submit published data from manufacturers of products and accessories specified. Indicating compliance with requirements to the Engineer and local municipality. 1.03 DUALITY ASSURANCE A. All materials and the installation procedure shill be in accordance with the Department of Environmental Conservation, Water Supply Division and the applicable construction Ordinance. of the local municipality. PART 2 - PRODUCTS 2.01 GENERAL A. Fumish ells, tees, reducing tees. wyee, couplings, croeaea, transitions and end caDa of the some types andsclas. of materld as the condult, or of material having equal or superior physical and chemical properties as acceptable to the Engineer as necessary to complete the water yatem. 2.02 DUCTILE IRON WATER PIPE A. Pipe shall be Tylon Ductile Iron Class 52 (sizes as shown on the plan.) conforming to current ANSI/AWWA C151/A21.51 latest revision. Push -an pint pipe shall be minimum thickness Class 52. Push -on joint accessories shall conform to applicable requirements of ANSI/AWWA Cill/A21.11. B. Pipe shall be cement mortar Fred an the inside In accordance with ANSI Specification A21.4 except that the cement lining Ifikkness shall not be less than 1/8 Inch. A plus tolerance of 1/8 Inch will be permitted. C. Pipe shall be given an Interim bituminous coating In accordance with ANSI Specification A21.4 and on exteim bituminous coating of cool, tar or asphalt base in accordance with ANSI Specification A21.51. 2.03 FITTINGS A. Ductile iron fittings shall conform to ANSI Specification A21.10, 350 PSI working pressure. Cost Iron Close 250 pipe fittings shall be aIfowed in If- of ductile Iron fittings Class 350. Ductile Non compact fittings conforming to AWWA C153-88 will be allowed In lieu of full body fittings. 8. All M.J. fittings shall haw mega -lug gland. for additional joint restraint. C. Belts shell conform to ANSI Specification A21.10. 2.06 GATE VALVES A. Valves shell be manufactured to meet all requirements of AWWA Specification C509-87. Valves 12 Inches and smaller shall be bubble tight. zero leakoge at 200 psi working pressure. Valves shelf haw non-ri.I g at-.. open counterclockwise, and be provided with a 2 Inch square operating nut with arrow, cast in metal to Indicate direction of opening. Each wlw shall haw maker's name, pressure rating and year in which m nufactured ist an the body. Prior to shipment from the factory, each valve ahall be tested by hydrostatic pressure equal to twice the specified working pressure. Gate wlws shall be Mueller, Drea for or Kennedy. B. Buried valves shall be installed with a wlw box. 2.07 VALVE BOX A. Cast Iran New England style ands -type, 5 1/4 Inch shaft, 6 foot trench depth. B. Cover andl be cast ken, marked 'WATER" and Indicating direction of opening. 208 SERVICE CONNECTIONS A Sa Ace line. shall be installed so as to run perpendicular, In a straight line from the water main to the curb stop. S. Each service shall consist of a corporation, curb atop. copper tubing and a curb box with a cast Iran m stainless steel service rod. Service lines from three-quarter to two inch (3/4' to 2") shall be copper tubing from the corporation .top to the curb atop. Copper tubing shall be type 'K", soft temper. conforming to ASTM 858. The name m trademark of the manufacturer and type shall be stomped at regular Intervals along the pipe. Copper service pipe shell be one piece from the corporation to the curb stop. The minimum wince for a single-family residence shall be three-quarter inch (3/4"). The minimum service for a duplex ,hall be one Inch (1"). C. Corporations shall be Waterworks Brass and manufactured In accordance with AWWA C800. Corporations shall have Mueller threads, adopted as AWWA Figure 1, at the inlet and a compression type fitting at the outlet. Both inlet and outlet ,hall be the some size. Three-quarter Inch and one - Inch corporations shall be directly tapped Into ductile Iron pipe six Inches (6") and larger In diameter. Larger alze corporations up to two inches (2") shall use o tapping .addle. Pipe I.. than six inch.. (8') shall require the use of a tapping saddle and corporation. Corporations shill be used for all laps up to two Inches (2'). In o Instance, except when a tapping aleew and valve are used, shall a tap be made without a corporation. Corporations shall be Mueller H-15008 (3/4" - 1"). or Mueller H 15013 (1 1/2' - 2"). A connection made to a pipe that requires a tapping soddle or is not ductile iron will have a body with a =liable outlet, seal, and suitable means for attachment to the main. The body shelf be made to conform to the outside configuration of the anm n. The saddle shall be designed to provide a drip tight connection. The body shall be Teflon or Epoxy coated with stainless steel strap(s), baits, nuts, and mechanism for attaching to the pipe barrel. D. Curb stops shall be a quarter turn plug type valve with an o-ring type seal and manufactured of Waterworks Brae. in accordance with AWWA C800. The curb atop .hull open left, he" a positive atop, and be of the tee design or flat design. No curb stop shall haw the ability to drain the service line. Both the inlet and outlet of the curb step shall have compression type fittings. The tee head of the curb stop shall haw the provision for the neceon of a .ervice rod. Curb stops ,hall be Mueller B 25209. The curb atop -hall real on a four Inch by eight Inch by sixteen -inch (4" x 8- x 16") concrete block for support. Curb stops shall be installed just inside the municipality R.O.W. E. Curb boxes shall be of sliding adjustable type capable of adjusting from five feet to six feet (5' - W). The base of the box shill be arch type so as to prevent the box from resting or, the curb stop. The adjustable upper section shall be one inch (1") diameter for use with 3/4" and 1' curb stops. Far larger curb .top., the upper section shall be 1 1/4' in diameter. Stationary rod. affixed to the key of the curb stop with a braas pin shall be thirty Inches (30') in length for 3/4" and 1" curb stops and twenty-four inches (24") for large curb stops. Curb box rods may be coat Iran or stainless steel, as determined by the CWO Retail Superintendent. The word 'WATER' shall be inscribed on the cowof the box. The cover of the box shall have PART 3 - EXECUTION 3.01 INSTALLATION PROCEDURES A. Installation of all water lines shall be In accordance with AWWA C 600 latest reWion. B. All pipe and fittings shall be inspected and tested in accordance with the manufacture's specifications and the aforementioned AWWA Specifications. The Contractor shall furnish for approval certification from the pipe manufacturer that all tests have been performed with mUsfoctory results. Pipe shall not be installed without the Engineer's approval. C. Pipe, fittings, and accessories shall be carefully handled to owed damage. Prior to the date of acceptance of the project work by the Owner, the Contractor shall replace any w pipe or accessory found to be defective at any time, Including after installation, at no expense to the Owner. D. All pipe showing crock. shill be rejected. If crack. occur In the pipe, the Contractor may, at his own expense and with the approval of the Engineer, cut off the cracked portions at a point at least 12' from the visible limits of the crack and use the sound portion of the pipe. E. All pipe and fittings shall be clewed of all foreign matter and debris prior to installation and shall be kept dean until the time of acceptance by the Owne. F. The pipe ,hall be laid to conform to the line. and grade. Indicated on the drawings or given by the Engineer. Each pipe shall be so laid as to form a close joint with the next adjoining pipe and to bring the inverts continuously to the required grade. G. At all tines, when the pipe laying is not actually in progress the open ends of the pipe shall be closed by temporary watertight plugs or by other approved means. If water is in the trench when work is resumed. the plug shall not be removed until ell danger of water entering the pipe has passed. The pipe shdl be installed in trenches and at the line d grade shown on the Contract Plana. Any deflection Joints shall be within the limits specified by the manufacturer. H. All piping and appurtenances connected to the equipment shall be supported so that no strain will be Imposed an the equipment If the equipment manufacturer's specifications Include that piping loads are not to be transferred, the Contractor shall submit certification of compliance. I. For pressure piping, concrete thrust blocks shall be installed at all unrestrained fittings and other locations as Indicated on the Contract Plana. Minimum bearing Orso shall be an shown on the Contract Plans. Concrete shall be 2,500 psi. Concrete shall be placed against undisturbed material and shall not cover Joints, bolts or nut.. or Interfere with the removal of any Joint. Wooden aide form. shall be provided for thrust blocks. J. Conductivity bonds or wedges shall be Installed at every pipe Joint. K. A minimum separation of 15" vertical and 10' horizontal shall be maintained between the outside of all water and newer lines unless a variance is granted by the Water Supply Olvi.ion. 1. There shall be no physical connection between the distribution system and any pipes. pumps, hydrants, or tanks which are supplied or may be supplied with a water that Is, or may be contaminated. M. The Contractor shall lake all necessary precautions to prevent flotation of the pipe in the trench. N. All trenching safety standards shall be in conformance with all applicable Slate and Federal guidelines. The Contractor shall be solely responsible for any safety citations by Slate or Federal inspectors. 3.02 SETTING OF VALVES AND FITTINGS A. Valve., fittings, plugs, and caps shall be set and joined to pipe in the manner specified above for laying and pining pipe. B. Valve boxes are to be Installed on all buried valves The boxes shall be cast Iran with a minimum 5 1/4" diameter and long enough to extend from the wive to finished grade. The boxes shall enclose the operating nut and stuffing box of the wlws. Val" boxes shall not tronsfer load. onto the valve. C. Covers shall be close fltbng and dirt tight with the tap of the cover flush with the top of the box rim. Covers shill be marked 'WATER" with an arrow, indicating the direction of opening. 3.04 DISINFECTION A. Disinfection of the pipeline shall be directed by the Engineer and costa for all water, material., equipment and labor to perform the required testing shell be at the Contractor's expense. AWWA Standard C-651 (latest revision) ,hall be u,ad as a basis for the disinfection process. All disinfection/ testing shall be completed by an independent third party unless otherwise approved by the Engineer or local municipality. S. The Engineer will require as minimum: 1. Complete Rushing of the pipeline to wash out all dirt debris. etc. which may haw accumulated in the pipeline during construction. 2. Following flushing (to dean clew water), the Contractor will add chlorine to the entire pipeline volume of water such that the water will have not less than 25 mgA free chlorine, and let the mixture set for at least 24 hours 3. After the 24 hour duration, the water in the pipeline shall be tested for residual free chlorine and must contain a minimum of 10 mg/L chlorine. If less than 10 mg/L are found, than the disinfection procedure shall be repeated until at least 10 mg/L chlorine residual Is Indicated by teat. 4. Upon successful completlon of the steps above, the pipeline shall be flushed again until the chlorine concentration in the pipeline is no higher than that prevailing In the supply system. After this find flushing and before the pipeline is placed in service. baeterlologied sample. shall be collected an two consecutive days, and submitted to the Vermont Health Department for analysis. If the initial disinfection fail, to produce samples which pass the Vermont State Health Department requirements for potable drinking water, than the process shall be repeated until satisfactory results are obtained. Upon satisfactory remits by the Vermont State Health Department, the pipeline may be placed In service. 3.05 PRESSURE AND LEAKAGE TESTS A. The Contractor shall furnish all gauges, testing plugs, cops and all other necessary equipment and labor to perform leakage and pressure testa in sections of an approved length. Each valved section or a maximum length of 1,000 feet of pipe shell be tested. The Contractor shall provide of his o ."'went any additional taps to the water Inn. awynto perform the pressure and leakage test between valves. All disinfection/testing shell be completed by an Independent third party unless otherwise approved by the Engineer or local municipality. 8. All water required for testing shall be potable. All testing shall be conducted in the presence of the Engineer. C. The Cmtrictm shall make the necessary provisions to lop the pipe at the high point to release all air and shall plug some after completing the test. Hydrants or blowoffs located at high points may be used for air release in Ilsu of taps If approved by the Engineer. D. For the pressure test, the Contractor shall develop and maintain for two hours 150% of the working pressure or 200 psi, whichever Is greater. Failure to hold within 5 psi of the designated pressure for the two-hour period constitutes a failure of the section tested. E. No pipe installation shall be accepted if the leakage la greater than that determined by the following formula: L- NDP0.5 L- S 7,400 Whichever fa leas DPO.5 S Length of Pipe Testing L >• Allowable Leakage in Gal/Hr D Nominal Diameter of Pipe S Is >. Average Teat Pressure (psi) N e Number of Joints in the Pipeline Tested Alf testing shall be conducted in accordance with AWWA C600 (latest revision). F. Should any section of pipe fail either the pressure or leakage test, the Contractor shall do everything necessary to locate and repair or replace the defective pipe, fittings or joints at no cost to the Owner. PLANS PREPARED BY: r CIVIL ENGINEERING ASSOCIATES. INC. IOMANSFlEID VIEWLAW SOUIHBURUAIGTON, VT 65M eoxe4nza FAx: 0004e4RT)f r wv w.c...zcen .-N ACL cosc.a) DSM APPRUVED DSM APPLICANT: SOUTH VILLAGE COMMUNITIES, LLC. PROJECT CONSULTANTS: LAND USEPLANNER/ARCHITECT LOONEY RICKS KISS NASHVILLE, TN CIVIL ENGINEER CIVIL ENGINEERING ASSOCIATES SHELBURNE, VT TRAFFIC ENGINEER TND ENGINEERING OSSIPEE, NH LANDSCAPE ARCHITECT LAND -WORKS MIDDLEBURY, VT PROJECT TITLE: SPEAR STREET AND ALLEN ROAD SOUTH BURLINGTON, VT fu wsipm SOCCER FIELD SPECIFICATIONS OATH ORA1IIna NUYBLR MARCH, 2009 9NONE C5.11G FROL NO. 01243 1 I ' 396.36 '- _ 1 y 372 373 _ I ' 1 I I p ••� ( O f ' 1 1 1 374. 37jf.0 1 J 1 � r -L I r� 1 I I 1' l \ 1 . _ - -�_•.. _ _ _ ro of L So, CE 3 s.5 ELD - i 3755 M 374.0 373.75 p,.. .. 375.5 os III I C I I: I - I i � •-•, <�; `. �,�4 \ 1 \ 1 \. 1 \ 1 1 \ 1 \ 1 \ I \ I \ / 1 / 1 w I I 1 I \ 3l n \ i � 1 \ 1 1 \ I \ I ._.7 37a.0 - , 1 I , ( - . . . . . I ! ( I 11 I c�� 1 I - �� _ 37p 372 373 • ;� - I 1 I , I � � Jim E 4 (O I , , I I � 3/ I. . . . . �. I I 'II I � I I / 374.3 1 GRAPHIC SCALE �\15 \\; _(IN \ \�, FEET) / I i-h 30TL / C.O. \�L�7�\�. ���_•.,___-�� �. �,�-..�;,.'.��� _. J 1 11 TREE LEGEN D 0 1111117111 ELM (& FREEMAN MAPLE ffffRD PLANTING SCHEDULE COMMON NAME SCIENTIFlC NAME SIZE/CALIPER NUMB COND. FR�CW: ACEA K FREEMANII 2 - 2 1/2' CAL 3 B & B PRULMUS AMERICANA •PRINCTON' 2 - 2 1/2- CAI. 8 B & B REDUERCUS RUBRA 2 - 2 1/2' CAI.. 9 B & B li 8' CEDAR STAKES •/CUT NOTCH li 8' CEDAR STAKES •/CUT NOTCH IIiV /1B "RE PASSED THROUGH SECTION ` T w OF CPADEN HOSE TO PROTECT TRUNK PAPER TRUNK WRAPPING I 4' LAYER CF SHREADED BARK MULCH (TO BE APPROVED BY LANDSCAPE ARCHITECT) S' SAUCER RM LOOSEN. CUT• & REMOVE BURLAP FROM TIE+ 1/3 OF ROOT BALL PLANT TREE AT SAME OEPiH AT MICH TREE HAD PRENOUAY CROWN NOTE: 1. PAPER TRUNK WRAP MUST BE REMOVED AFTER 1 YEAR 2. ROOT FLARES SHALL BE AT SUCHiLY ABOVE FlNISH GRADE. •F: y�"�, 3> 3. AREAS TO BE PUNTED MAT ,� ARE CURRENTLY• UNDER PAVEMENT SHOIAO HAVE CONRNUOUB PLANRNG PITS WITH LOAM OR DECIDUOUS TREE SANDY LONI PLANRNC SOE TD A DEPTH OF 2 FEET T. SUPPORT TREE ROOT GROWM. N.T.S. PLANS PREPARED BY: f 0 CIYIL ENGINEERING ASSOCIATES. INC. IOMANSRELD VIEWEW, SOUMBURUNGTON, W 050 Rozae.2-1 FAK: ED2AEf•221Y W - —IN ACL NecKPD DSM APP—Ev DSM APPIACAN r. SOUTH VILLAGE COMMUNITIES, LLC PROJECT CONSULTANTS: LAND USE PLANNER/ARCHITECT LOONEY RICKS KISS NASHVILLE, TN CML ENGINEER CIVIL ENGINEERING ASSOCIATES SHELBURNE, VT TRAFFIC ENGINEER TND ENGINEERING OSS/PEE NH LANDSCAPE ARCHITECT LAND -WORKS MIDDLEBURY, VT PROJECT TITLE: SPEAR STREET AND ALLEN ROAD SOUTH BURLINGTON, VT LEGEND —El— PROPOSED WATER LINE —�— PROPOSED SEWERLJNE - -a— PROPOSED STORM WATER LINE —E— PROPOSED ELECTR/CLINE ---F— PROPOSED GAS LINE — — - PROPOSED UNDERDRAIN 00 PROPOSED TREES !]OSTINO WElLAN0.4 I DATE I mcnD I IRVISION I I ACCESS RD. AND SOCCER FIELD LANDSCAPE PLAN IIATK DRAKING -- MARCH, 2009 I- I' = 30' C5.11L Y ROI. ND 01243 O O a 01 N O) Ol O O N Lr) d\' 0 U w a a M N O i M d' N O i O O N V) a-J V N O L CL 0 a U O a .m f j 1 12' PIP FLARED ' BORE 12' PIPE UNDER \ \ I PLANS PREPARED BY: l i X s fo. _ END- SECTIO WETLAND T IMPACT vv A INV.-3 12" IPE N%/ \ 1 I ° ST E PAD F RED END SECTION ` \ 1p 37 _ - 1 .=371.0 . _ j \ \ 1 i 373 _ • - • - - // PROPOSES PROPERTY LINE > CIVII. ENGINEERING ASSOCIATES INC. 0 \ - ' - / // LOT 11B l0AWWVDVFWb%AF, SOUMOURL#&roM, w 0503 I' I ► i 374. - - //_ _ � 2.71 ACRES l_ _ FAX 374.0 I II `\ DM" I I i '-•� _ ' ACL � \\ 7' LONG PRECAST- I ° 1 i CONCRETE CUFb FOR DSM X 3 / / i._ - - ALL PARKING ACES I DSM MPBOVHD N DSM \ �� a APPLICANT: C I I a E�ss F EL "' �`v I x; SOUTH VILLAGE \ \ v COMMUNITIES, LLC. fu - N 374,0 PROJECT CONSULTANTS: — — — — — — — --1 ' v� 373.7 NEW GRAVEL PARKIN6LOT \ LAND USEPUWNER/ARCH/TFCT D 755 i 6� SP CES \ \ _ _ LOONEY RICKS KISS CDI 1 I I /� I I n (\ `� OI O NASHVILLE, IN °° CML ENGWEER 66 '� °I 11 1 V 1 — _ 4 \ i \_ _ _ �� _ I `\ CIVIL ENGINEERING AVSSOC/AYES I r I i - - _ _ �2 REVISED LOT LINE \\ 1,1I 1 I °' III - I I - '" 21 \ f LO 11A 7RAFF/C ENG/NEER CDI j I 8 1 1 150' 1 NDICAP PARKIN 2.07 ACRES X TND ENGINEERING Q I �I 1 I I- 1 11 I ; n ,• OSSIPEE, NH r - - -• _ _ A LY SIGN Cf YP.) i NEW -BIKE PARK II sao LANDSCAPEARCH17ECT I \� ' it 1 37 < - 1 _ 1 DERO' 5H BIKE - R CK (5 UNITS) \ LAND -WORKS I 111 I� I I/ 1 .l.— 3T4.0 I 1' MIDDLEBURY, VT 1 INSTALL A SEGME AL BLOCK I I 370 37p 373`` RETAINNG WALL TO VOID _ _1 - WETLAND IMPACT + — �� — 382 PROJECT TITLE: _0 SAFETY FENCE - - 1 �D • - - - - - 1 I ' EW EEr TRE)=SATYP.)I 4' H�H Of INAMENTA - U Ill pl I: WIR FENCE / ANSMO (jUR$ (7YE. 2 PLAC S) r~ III I I j VERT. CURB ,' SPEAR STREET AND I I i'- 1 ° 1 ' I I ^ MIT GRAVEL BASE 7 ' ALLEN ROAD • � � - NSTALL A SEGMENT L BL K W I , I I \ I /l � l I ,•'+ •,�"�' � \ SOUTH BURLINGTON, VT ul)r s / RETAIN_ I G WALL TO AVOID I r / \ LEGEND P / �,•�`1 , � 1 A � - IMPACT -� • II � Z I 1 ° / I � � v v � - - _ 1 _ 7 I FUTURE GRADING III I j i I // / LOT A v �v NEW REC PATH SPUR, w N - OT PART OF CITY PROPOSED WATERLINE 1 I ly 1 I 1 \ pRI �• / o SOCCER FIELD PROJECT PROPOSED SEWER LINE M 3a 11 I` d / 35'x30' GMP y 4 �Q' WIDEE BrITWNOUS C¢NC� \\ -• sc-PROPOSEDSTORMWATERLINE ASEMENT IL A I L_6 gN•AC0 SS F • �p �— PROPOSED ELECTRIC UNE 374.8 _jI E6 ENT ACROSS hOT flA _ PROPOSED GAS LINE PROPOSED UNDERDRA/N 1 ' co i ill LIMIT OF PAVED APRON ° _-`�- 11� \ \3�8 ---- O C _ II I 1 1 \ \ (' 1 - - PROPOSED TREES +CURBING �• NEW EC PATH ' v -!� EwsnNG WETLANDS SAF - FENCE,77• - - - - - \ ��tI HIG ORNAII,, ENTAL - 11r— O - -�� - - = 3__ 3gs 3g8 s>2 Q I I > WIRE F E - - - - \ - -/ - _ ...T... 11/4' COP - - - \ _ \ IIII WATER � \ APR 15 2009 / - I -..� I E�RVICE \ nATa c�cN>m sevlsloN i — — /r — _ l 3 I IP I I I INV.- `�>4 X ai M DSN/Ac s 9D PWING LOT FM I0% ON¢N AREA N II 10 I 3 NEW PAVE ACCESS ROA v ,' _ \�. II WITFj7CURBI LOCATED N CI Of SO. Bllillfl t D 1 !__ _ _ to1 � v A ESS EAS ENT I I -� ROSS LOT flA ' \ INVM s // °° I�SMON CURB (TYP. 4 PLACES) SOCCER FIELD NO 0 I \1 II I \ 1 - --\ _- _\• � `\ \\ °' \ � ���` TER \ //---_----- y�.�a��_ -' PLAN CO. v3� - U�IJ'L O DATE oumc xOlmea X 376-8 MARCH, 2009 N 1 I I t. I I � C� GRAPHIC SCALE \ sc•,• Q 1� 'I , - I , 3j4 ► 1' - 30' C5.11A O II 1` 1 '� � �� '� 4 � ��� X 374.4 HI(w FEET ena. ND. V - _ I Inch = 30 n. 01243 ✓Jr a' J�v A��,Sv vw .,.SS..4 '. S�v'J6 Jfy��a -J.a•WC 6�y.e vJrt . rJf�,s,; e • • •• •- __ • d f v I ��IrS � y J.'N �r 'Le tiSS rP`:` � �I� _' •_ • .• ' • t j .. ,•d'./�i is '4 :yi _1 �'�' • Oil i`i �i PLANS PREPARED BY: AVIL Av CIVIL ENGINEERING ASSOCIAM. INC ACL DSM DSM SOUTH VILLAGE COMMUNITIES, LLC. PROJECT1 LAND USE PMAWERIARCHIMCT o ••_. II NEY RICKS KISS NASHVILLE, IN J�r r:' >'Wr i� SJ+e �.°r!'�JQ�CIVIL ENGINEERINGASSOCIATES OSSIPEE, NH j o�J"� �� J ti..•TND ENGINEERING 01, LAAADSrAPE '� rYi r�, '• ,.rah'•' •_ • •• - • t y �'. SS. rYO.: •'r ARCHITECT • • �11 a +'=.�'' �J.�, tir�i+ �.yWr '`�La *�S. �' Z�4 t = : • • MIDDLEBURY, VT • / ., .:y�0 � var. �s''be�•IJ��'.oJB ze' � u' 0 YS � � C • • . • � �I't-.,;.s-s. ws .S'Wd ly'�.I•+' Je+a� Jt +�. r ti 'J a • , t •. '04YV ''"'do�Jeto. .. �eSJrJ�,,.+wh r Ly v Y JS , • PROJECT TITLE: SPEAR STREET AND ALLEN � �• �� - ' • W 'SVLSt�'w�'�,il'�=Ov,'±fw� SJas VJS`!� � .y Jr � y : • , _- �� f I • �'J•S',YS _ _ ROAD • • I • L�t�y, t • •. SOUTH e • e ON, VT LEGEND • • • • ■ \ _ _ --a-- PROPOSED SEWER LINE PROPOSED --4M- PRO OS STORMWATERLINE E_ PR POSED ELECTRIC LINE -.•. PROPOSED UNDERDRAIN .� •PROPOSED -STING WETLANDS i� ■ �' . <QnoSOCCER FIELD l I I ,�� ��1 ' 0 •„ .ten t• • v _ • I • - cY% •. EPSC PLAN MARCH, 2009 01243 r • i• • + �� ... 1 I X 310.7 1 ------� II 1 \ \ \ 1 1 \ I II 1 I I y 37 - _ - 396 36' 1 \ \\ \ I 1 372 \\ II 373 - 374. _ - CD I I � I I 1 1-•_,_ L _ !V1 CEP F Epp 3 1 ., :, 1 r �W I 5.5 :.._., .. ,. Q. I 1 11 / .. \ \ 1+ I M 3 l vv 1 1 ^ & 374.0 to 373.75*.: CA N \ / 1 � , M O 5.5 p Op i I 'v X 3/2'. � 1 n � - I I / I Ij rI • I I' • ■ IN 1 i 1� TREE LEGEND I�/T�'�j��j� PRINCTON ELM FREEMAN MAPLE RED OAK PLANTING SCHEDULE COMMON NAME SCIENTIFIC NAME SIZE/CALIPER NUMBER COND. FREEMAN MAPLE ACER % iREEL1ANll 2 - 2 1/2' CAL 3 B & 8 PRINCTON ELM ULMUS AMERICANA'PRINCTON' 2- 2 1/2V CAL 8 B k 8 RED OAK OUERCUS RUBRA 2 - 2 1/2' CAL 9 B & B / , I 1 X, RECEIVED APR 15 2009 r - / � � 373. a- - - •r7- - I \ 1 \ I City of So. Burlington o B' CEDAR STAKES r/OUT NOTCH S`Iq / /l8 WIRE PASSED THROUGH SECTION - OF GARDEN HOSE TO PROTECT TRUNK (� \ PAPER TRUNK WRAPPING 4' LAYER OF SHREADED BARK MULCH 1 X 3 i 4..j \ (TO BE APPROVED BY LANDSCAPE ARCHITECT) B' SAUCER RIM LOOSEN, OUT, REMOVE BURLAP FROM TOP 1/33 OF ROOT BALL / ) PLANT TREE AT SAME DEPTH AT WHICH TREE HAD PREVIOUSLY GROWN GRAPHIC SCALE NOTE: 1. PAPER TRUNK WRAP MUST BE r 10 REMOVED AFTER 1 YEAR. 2. ROOT FLARES SHALL BE AT OR Y \ - SLIGHTLY ABOVE FINISH GRADE. EAS TO BE PLANTED THAT ARE RCURRENTLY UNDER PAVEMENT e\ \ \ IN FEET) / I h-h = 30 JL - SHOULD HAVE CONTINUOUS PLANTING PITS WITH LOAM OR DECIDUOUS TREE - SANDY LOAM PLANTING SOIL TO A DEPTH OF 2 FEET TO SUPPORT N.T.S. TREE ROOT GROWIH. X 3/44 PLANS PREPARED BY: f CIVIL ENGINEERING ASSOCIATES. INC. TO A11tSHIRD WEWIANE, SOUTHBUHLM70N, NTO M0.9 802-0RJ2M2R FAY. BM -RIM -WI webWWWAM+[Wm DRAW ACL CHECRBD DSM DSM APPLICANT: SOUTH VILLAGE COMMUNITIES, LLC. PROJECT CONSULTANTS: LAND L(SEPLANNER/ARCHITECT LOONEY RICKS KISS NASHVILLE, IN CML ENGINEER CIVIL ENGINEERING ASSOCIATES SHELBURNE, VT 7RAFRC ENGINEER TND ENGINEERING OSSIPEE, NH LANDSCAPE ARCHITECT LAND -WORKS MIDDLEBURY, VT PROJECT TITLE SPEAR STREET AND ALLEN ROAD SOUTH BURLINGTON, VT LEGEND PROPOSED WATERLINE PROPOSED SEWER LINE -• �� PROPOSED STORM WATERLINE ---E— PROPOSED ELECTRIC LINE PROPOSED GAS LINE ---- PROPOSED UNDERDRAIN Q PROPOSED TREES EXISTING WETLANDS DATR CRHCII6D eRY610N -15-09 DSM/LCL NEYSED PNWNI,LOT F. . 1. JREA ACCESS RD. AND SOCCER FIELD LANDSCAPE PLAN DATE DRAWING NUMReR MARCH,2009 C5.11L PROM. ND. 01243 ' 1 /I I \ /\ �\ _1�`/� •� Back or Unite, n^ I / a r asetlwim Proposexps tot win — — — — — — — rt — — — — — — — 2.11 c. i o I \ \ \ \ TVPical fi' SDR- \ Proposed scree these \ J i ^ / \ 35 We Sower so': Dc (S rota as \ service I \� shown) - special per detail Whad a3 Grass Channel, a wide \ 1 Instal now aate w,Ne & I / bottom, depth side slopes, TYacal l Type K' \ minimum tlepfh of 2 deep �' water service with i -- concrete \\ \ \ I hydrant with conches I I / / / \hrus[ block �\ curb stop encase power I Proposed Street vv / / A ---v pro--� i.�' zr II- atunbh \ \V A III I \ ,I� \ ' — ` _ — utiutr eesement 1 , 3 4 moss nos ( \III (between this sldN net (TVp. \ Proposed a SDR and the common Lot e.1 ) \ \ \ I Remove existing sidewalk in 3I5 - 3j 35 PVC sewer main 1/2 property tie) \ roadway and re grade and repair /\ s \,xr zz o transition on cam side and Instak Exlsbn9 D Ivawd truncated dome at esge of '� / • • Geroge My. 5 / \ FFE = propoeed road (rypiuD \ _ / • • +• \ Gargle =3zas .� ® • • • Garego Existing--- \ vale \.at�un. \ ,/ I \ —O/ ❑ 1 i -ProPo _ 8' Rack w __ -- - �i ( l I m II I I --------- ------------- / �I Ili III 14 Existing 25 MP/1 dqn _ /1- - • W 1 II 1 1 1 1 1 1 to be reldsa es /- E 9' 1 f• M. I �i II I I I I I I I Maintain 10' pfnori—tal separation between water and sswer wherever I - posslbla. At crossings or In areas where / \ / > - \ G ^ i I I me 10' bo,l2antal sepaati- is not // // \ I I III11 shallbebrequlres(Typical'sepeatlon - - ueluey or Pol. \ 12+00 e3 I1III I II II I II GMp ]9086 /1 / I I1+00 SMH When Installln \ / #2 \ q water and SMH I J / f I III I swer ..nectlons, Patchn. al / Jy pp Road shall be sdw cut, asphalt \ / 2d PC-10+98.04 L- .00 pM111+0/.01 w caved, Installation completes, backnll In Vi Iifh, \ a=1°08'42• w 0 \ \\ \ \ exiIn sting ng lh asphalt ....11 per \ I / = W _� _ _ ___ , .--- X Install n • // \ I 1 11 \I \I \ exlrtln tM1lckness (call CWD wltn proper notice prior tp length starting work on water & public - - _ _ _ _ / -- 6• _ . 9 X s5 or PIM hydrant warW notlflcatlon). Road shall - - 1 R= 5.00' I35' wit concrete \ be restores to ore -existing 1 C — — — — — — — — _ ln�_ — — "'il / zs thrus block and \ \ \ \ conditions or hewer. 1 l / - - - _ - - - �' 10 ' fittln s per —D I \ \ ( 6' - ]' Auealan / 8' - \- -' - - - - 7� I \ Pines & Can Flr `/+�_ Existing 6" AC Main to be r \/ Typical(19 tappfor iirahen ed with a new 6" z 6" tit, IC /� / 1 / ProDoeed 2 ' \\ 11 I each ®4 Ica t1 ) 6" gate valve to a transition 6" X Lot se x EIVEI 8" fitting for the proposed a• ""I". Iron (To be I ) \ Existing back U I 1 11_] 3 retelnedmb; I I' pillars o ba t0 I 200, ^ - - \ 1.52 ac. QF ^, �,0 APR 15 2vUI sd a I I Grass Channel, e• wlas •- - - - - � � _ bottom, 3:1 side stopes, --��� minimum depth of T deep (/ EXlsting Concrete Sldawal� - /1 \ \ I \ 1 0 ;g, \ Cdy of So. Budington se IN FEET ) 1 Inch - 20 It 324 -_.- __. _-.. ... _..._.. ___ 100' VC .324 Edge of Patin. Road LOW POINT ELEV - 311.26 SMH a 2 SMH a 3 Sta.=10+00, Elay.=314.6 LOW POINT STA - 10+58.33 STA 11+25 'i. STA 11+25 PVI STA = 314.0 PVI ELE1l = 314.03 RIM = 314.]6 n n 8• = 306.8 RIM = 319.26 6" IN =331.3 6" EXISTING SMH a 1 STA 9+8].5 __ w A.D - 2.25 .. T- __..-__ _" _ _-. T__- -. -_- D ,+, a 8' OUT = 306.] -T"--_. .. --- OUT = 311.2 320 CORE BOOT NEW e o M iu m m Finish Grads 8" IN 304.1 o o n --------__�. - INV EXIST. d _i �ra .s- - _ __ .-. - --- -�"•- _- -- �-Ezlstinq Gnda - - - - -- --_-_ 316, OUT 302.2 -_---�� n Existing 1.SOAn �_---�- -- Flm_:n Grace _.._ 312 &' Bury (Typical) i a• ;oR 3s we son _ a^ a sz Duaue tron watenlee s= o.0s4 30a' -+ ._-. _ -. SOB SDR 35 W Profile Horizontal: 1" = 20' Vertical: 1" = 4' m Legend Project Boundary - --- Abutting Property Line -----a. ----- 0—head Powerlint Treeline • Waterline Wetland Buffer -E Water Service with curb stop —1l Waterline with gate valve d hydrant wE 6" Sewer Service r Proposed ewer manhole and 8" ewe Sit main with flow arrow n Existing Sewer Line and manhole O 0 ® Existing evidence (rebar, iron pipe, monument, t-bar, etc.) a • Monumentation (to be set) - Existing chain -linked fence x ----- x -- x New or relocated chop -linked fence Silt fence with ski -tape or - _ -------° ° construction ferce -- - 319 - - -- - Existing &round Contour Finish Grade Contour a--� Street Light (2 Total) 13+00 14+ao 11 R 55.34 D & L N f t/ OAm2/I5/09 WW M GENERAL KEVI5ION5 PER 5TAFF REVIEW OF 2/13/01 PRELIMINARY / FINAL SUBMITTAL % " O f (aito RCHF4. `O sRawr OOBBCCA OTHER o ascoso aexwec o P6a1AwARr PNK O 9tEiaR/CQy6PT The Commons at Patchen Woods THE CONTRACTOR SHALL NOTIFY-OIGSAFE- AT OBCA OnJfE[-'iR 1 -D L,J nyLG Patch,, Road South Burlington, ✓r 1-888-DIG-SAFE PRIOR TO ANY EXCAVATION i `� AJA KCM CIVIL ASSOCIATES, PLC jFf d/OENSEO\\ DWB� ��-/°�t ( �� ����•r Plan & Profile �A/i f E s 5141 PRONE e)asspo DWD — e 2 GENERAL C0N5TRUGTI0N J. .IFICATION5 STORM SYSTEM MA IN i c NANGE I. ME CONTRACTOR SHALL CONTACT ALL UTIUTIES BEFORE EXCAVATION TO YERTY THE LOCATION OF ANY UNDERtliCUND UNES ME CONTRACTOR SHALL NOTIFY •DIGSAFE• AT 1-888-0IG-SAFE PRIOR TO ANY EXCAVATION. 2. UTILITIES INFORMATION SHOWN HEREON WERE OBTNNED FROM BEST AVAILABLE SOURCES AND MAY M MAY NOT BE EITHER ACCURATE DR COMPLETE COWRACTOR SHALL VERIFY ME EXACT LOCATION OF EXISTING UTILITIES AND SHALL BE RESPONSIBLE FOR ANY DAMAGE TO ANY UTIUTY, PUBLIC DR PRIVATE, SHOWN OR NOT SHOWN HEREON. CONTRACTOR SHALL CONNECT OR RECONNECT ALL UTILITIES TO ME NEAREST SOURCE THROUGH COORDINATION ON UTILITY OWNER ]. ALL WORK ANO MATERIALS SHALL BE APPROVED BY AND IN ACCORDANCE ON THE LATEST WRMDINT AGENCY OF TRANSPORTATION STANDARD SPECIFICATIONS FOR CONSTRUCTION, ME MANUAL ON UMFORN TRAFFIC CONTROL DEVICES AND MESS PUNS. K. PRIOR TO BEGNNNG CONSTRUCTION, ALL MATERIALS SHALL BE APPROVED BY ME ENGINEER. 5 ME CONTRACTOR SHALL BE RESPONSIBLE FOR DENOUTION AND REMOVAL OF ALL EXISTING VEGETATION, PAVEMENT AND STRUCTURES NECESSARY TO CONSTRUCT MS PROJECT UNLESS OMERWSE NOTED ON THEY PLANS. THE CONTRACTOR SHALL REMOVE ALL EXCESS MATERIAL DEBRIS AND TRASH FROM ME SITE UPON COMPLETION OF CONSTRUCTION. B. ME CONTRACTOR SHALL BE RESPONSIBLE AT HIS/HER OWN EXPENSE FOR ENSURING MAT ME DUST CREATED AS A RESULT OF CONSTRUCTION DOES NOT CREATE A NUISANCE OR A SAFETY HAZARD. WHERE AND WHEN DEEMED NECESSARY BY ME ENGINEER, ME CONTRACTOR SHALL BE RECURRED TO WET SECTIONS OF ME CONSTRUCTION AREA ON WATER OR APPLY CALCIUM CHLORIDE 1. ANY SURFACES, UNES. OR STRUCTURES WHICH HAVE BEEN DAMAGED BY ME CONTRACTOR'S OPERATIONS SHALL BE RESTORED TD ME CONDITION AT LEAST EWAL TO THAT IN WHICH THEY WERE FOUND IMMEDIATELY PRIOR TO THE BEGINNING OF OPERATIONS. B. ME DESIGN ON NEW PLANS SHALL BE INSPECTED BY O'LEARY-BUREE CIVIL ASSOCIATES, PLC, ESSEX .UNCTION. VERMONT. TO ENSURE COMPLIANCE ON THE PUNS AND REQUIREMENTS REQUIREMENTS. OLEARY-BUREE WAIVES ANY AND ALL RESPONSIBUTY AND UABRITY FOR PROBLEMS MAT MAY ARISE FROM ME FAILURE OF ME CONTRACTOR TO FOLLOW NEW PLANS, SPECIFICATIONS AND ME DESIGN INTENT THAT ME PLANS CONVEY. AND FROM FAILURE TO HAVE BEEN NOTIFIED TO INSPECT ME WORKS AND TESTS IN PROGRESS R FOR ANY WORK WMIN ME HIGHWAY RIGHT-OF-WAY A YIMIIUY OF ONE-WAY TRAFFIC SHALL BE MAINTAINED AT ALL TIMES CONTINUOUS TWO-WAY TRAFFIC MILL BE REWIRED AT NIGHT. WRING PEAK -HOURS AND WHENEVER POSSIBLE DURING ACTUAL CONSTRUCTION ACTIVITIES, UNIFORMED V MC CONTROL OFFICERS SHALL DIRECT TRAFFIC DURING PEAK HOURS WHEN MERE IS ONE-WAY TRAFFIC OR WHEN DEEMED NECESSARY BY ME TOWN OR STATE, TEMPORARY CONSTRUCTION SIGNS AND TRAFFIC CONTROL SIGNS SHALL BE ERECTED BY ME CONTRACTOR IN ACCORDANCE WIN STATE AND TOWN STANDARDS. M i0 ENSURE COMPLIANCE ON ME PLAN(S). ME CONTRACTOR SHALL NOTIFY ME ENGINEER 24 HOURS IN ADVANCE OF STARTING ANY WORK, BEGINNING ME INSTALLATION OF ANY UTIUTIES' BRINGING IN ANY NEW GRAVEL FOR THE NEW BASE, ALL TESTING AND FINAL INSPECTION. II SEE OTHER DETAIN SHEETS O TREY PLANS FOR ADDITIONAL DETAILS, REQUIREMENTS AND SPECWICATIONS �i�an ,amn IOU aWW PeoI rr ,a ,WYY � gym. IIRN taa4 pIWIHWI VI W6 M lOwl XR YAWI 0Lt 1 1? M IXWI T-w t vrR roaWI aIIW aIJ IT M 1 ')f \ STREET TREES 1). \ 15" ON. CANCER AT Nl' D.C. (SEE MAN SHT. OUR OAK, AUTUMNAZE MAPLE, WHITE ASHH ONON HEYLOCUST)STI BL' WE AT S PLHEET I FOR LOCATIONS SIDEWALK GRADES AWAY IRON ROAD HEM GRASS CHANNEL (SEE FINISH GRADING ON PLAN SHEETS t ! 2) 2' SHOULDER S, (TYPICAL) T' i 12" WHITE STOP BAR o STREET SIGN (1S'-20' OFF STOP SIGN (20-30' OFF PATCN. ROAD ! 2-5' PATCHEN ROAD ! 2' - 5' OFT EDGE OF NEW ROAD) OFT EDGE O NEW ROAD) EDGE O EXISTING R.25• WRBED AYE. RADIUS ROAD REMOVE EXIST. CURB-/ PROt TO PAVING NEW DRIVE, CUT EDGE OF EXISTING ROAD Patch -Rood ASPHALT TO NEW EDGED APPLY EMUlSREO •ALL ROD MARKINGS SHALL BE TAPE OR THERMOPLASTIC INTEK5EGTION DETAIL NT5 R STOP FUNDED CHANNEL I' SUER POST (ECUND W. 41T. E-121 STOP SIGN N.T.S. VT. SHT. E-143 • SIGN SHALL CONFORM TO EP-1-1 REQUIREMENTS A'-Y , /2• B...� TAPER T '.FIN1�' . CRE/�S . CUE' W r J INSTAL AT ALL Et05 GI CURB WCTIONS TYPICAL TAPERED CURD vac NOTES 1) CLIMBING WITH 1/9- JONTWBETWEEN SE�ONS 10' SECTIONS 2) GIVING EXPANSION JOINTS SHALL BE CONSTRUCTED EVERY 2r AND SHALL BE CONSTRUCTED OF MATERIAL CONFORMING TO MSHTO DERGNATION M-153 ( 1/2• SPONGE RUBBER OR CORK. ) 3) ALL EXPOSED SURFACES TD RECEIVE 2 COATS OF AN ANT-SPAWNG COMPOUND. 1/2' RADIUS 2 STRAND TWISTED 12 WAGE GAL WE ENCASED IN I' DIA 1/4• RABRUS W RUBBER HOW 1•7T J) Y X 2• a• T• H D DRIVEN •- (MIN. le) FIRMLY GRAD le) FR INTO SUB- SU II • .' TO GRADE PRIG) TO BACKFIWNG. WREN REWIRED (SEE NOTE IF2): 9• 7LEDFl%ARE STAKE ABOVE FIRST BRANCHS PLUMB TREE TRUNK ANCE WINOR • A EMULSIFIED AS NECESSARY FOR nRM ALIAIINUY BUflIMGTON ", ... ASPHALT SUPPORT; STARES SHALL BE CAPABLE O ST. NO, FIRM DEPARTMENT OF PUBLIC WAS, ARM WORKS (CALL TO VERIFY FOR AT LEAST ONE YEAR r MULCH - DO NOT PRIOR TO ORDERING) 9• 3,Soo PSI CONCRETE APPLY AROUND TRUNK END AREA . 0. SF. FORM A• SAUCER _ - CUT AND REMOVE WINE FIBERGLASS UGIT POLE CONCRETE GURf5 UNDISTURBED SQL — — I� MESH BASKET' ROPE AND/ OR RLAP WRAP FROM ON 20' NOMINAL MOUNTING HEIGHT - SHAKESPEARE OR NT5 TOP 1/3 DF FOOTBALL EQUAL BAGIFILL ON EXCAVATED SDIL BREAK APART EDGE OF 5• NICK 35W AMENDED ON 5-10-5 FERTILIZER mm — _ Il EXCAVATION WISHOW. . CONCRETE AT A RATE O ro POUNDS PER CUBIC YARD OF SQL. WATER AND TAMP TO REMOVE AN POCKETS 2 X BALL DIA. AND BLEND PLANT MIN ON STING SOIL TO PROVIDE SOIL TRANSITION 6' 4'TOPSOIL �"'�}^ 5 NOTE: FINISH GRADE � 4W�AUK 1. PLAT WE SO THAT TOP OF ROOT IS EVEN WIN ME FINISHED GRADE, 1a• 2 STAKING AS RECU%RED ONLY IN SITUATIONS WHERE TREES WILL BE SUBJECTED TO WNDY CONDITIONS AS OETERYNED BY THE PROJECT LANDSCAPE ARCHITECT B• CRUSHED GRAVEL BASE (VT. SPEC. 1 - I TREES SHALL BE GUARANTEED FOR A PERIOD OF TWO YEARS AFTER PLANTING. TOAAS-FINE) , A. EXAMINE ENTIRE WE AND REMOVE ALL NURSERY TAGS ROPE. STRING AND SURVEYOR TAPE PRIOR TO PLANTING TO PREVENT GROUND. ALL EXPOSED SURFACES TO RECEIVE 2 COATS OF AN AMR-SPAWNG COMPOUND. TREE/SHRUB PLANTING STREET LIGHT TYPICAL SIDEWALK 5ECTION NT5 NTS NT5 C 1G S.1 W' MUM Ir RAFFABRIC OVERLAP (OP500X FABRIC R oYED EQUAL) NOTES: H' T ALL WORK SHALL BE PERFORMED IN ACCORDANCE ON ME TOWN PUBLIC WORKS REQUIREMENTS, ME VERMONT STATE STANDARD SPECIFICATIONS FOR CONSTRUCTION. AND ME APPROVED ENGINEERING PUNS AND SPECIFICATIONS. 2, EMULSION WLL BE PLACED BETWEEN ME BASE AND FINISH COATS O PAVEMENT WHEN ME FINISHED COURSE IS NOT PLACED WITHIN A REASONABLE AMOUNT OF nME OF ME BASE COURSE PLACEMENT. 1 1/2• NICK TYPE IN FINISH COURSE PAVEMENT (YEAR 2) 2 1/2" NICK TYPE II BASE COURSE PAVEMENT (YEAR 1) _ : 3�1�,•:PT _ (r E IE MICK DENSE CRUSHED STOLE VT STATE SPEC (201.aW) OR OIU NEED GRAVEL i1,WA� VT STATE SPEC ".06) SLOGAN �J J. THE ROAD FINISH GRADE SMALL HAVE A WMMUM SLOPE OF 1.0S A YELLOW OR ORANGE WARNING TAPE SHALL BE BURIED 15• ABOVE ALL GAS ELECTRIC. TELEPHONE AND T.V. LINES 5. ALL MAD MARKINGS SHALL BE TAPE OR THERMOPLASTIC TYPIGAL PUDLIG ROAD CR055 5EGTION (NON — CURDED) SYSTEM MAINTENANCE 15 IMFORTAM FOR TREATMENT AND CONTROL OF STORM RUNOFF FROM THE IMFEKVICK^ SURFACES ROAD. FARKING. AND WALKWAY), THE FOLLOWING ELEMENT5 FORM THE MINIMA REOUIKEVI 1 THE OWNER NOR REPRESENTATIVE) SHALL FERFOKM IN5FECTION5 DI -ANNUALLY AND FOLLOWING 5IGNIFICANT ILAR( E1 51OKM EVENTS, THE FOLLOWING ITEMS 5HALL DE REVIEWED CONDITION OF THE VEGETATION CONDITION OF THE DITCH 5URFACE5. DEPTH OF ACCUMULATED SEDIMENT IIF ANTI. THE FRE5ENCE OF EROSION IF ANTI. CONDITION OF THE STORM FIFES. AND THE CONDITION OF THE FIFE INLETS AND OUTLETS ANY ODSEXVADLE DEGRADATION OF THE STORM SYSTEM 5HALL DE NOTED, 2. THE OWNER NOR REFRESENTATIVEI SHALL CONfLETE KEFAIR OF ANY ITE05. AS REOUIRFD TO MAINTAIN OPTIMAL SYSTEM OPERATION AT A MINIMA). THE FOLLOWING ITEN5 5HALL DE INCLUDED, A. ANY ER0510N 5UI_LIE5 6 INGES OR DEEPER 5HALL OE FILLED AND VEGETATION E5TADLI5HED IN THE 015TURDED AREA. D. SEDIMENT ACUA4LATI`D TO A DEFTH OF MORE THAN 6 INUE5 IN THE ROAD OITCHE5 N DE REMOVED AND OIXOSED OF IN AN LFLAND AREA THAT 15 HOT WITHIN 100 FEET OF WATERS OF TIE STATE, VEGETATION SHALL DE E51ADLMHED IN ALL D15TURDED AREAS. C. VEGEN SHAL L DE ESTAOLMHED AS NEEDED. IN AREAS OF DARE SOIL. THIS 15 PARTICULARLY IMFOKTANT IN FLOW AREAS WHERE VEGETATION FROVIDE5 SEDIMENT REMOVAL. D. 51LT FENCES SHALL 6E USED IF MEOW TO PREVENT EK051M AND AID IN THE E5TAd.I5HIENT OF VEGETATION THESE TEWMARY MEASURES SHALL DE REMOVED AFTER THE 51TE 15 STADILIZED AND THE RISK OF EROSION IS REDUCED. E. THE GRA55E0 AREA5 5HALL DE MOWED AS NEEDED TO FREVENT THE ESTA151-I5HMENT OF WOODY VEGETATION 2A•I YN1. MIRTH 100M mALT FABRIC 00 CEf-jW�ax� I1=-TUN' e. srAas ro z -��)- -. ��� DNYEHN w. r ro INDIIND FABRIC M WE ro KEYEDW AID_ RDIWa RTQ FABRIC NARON000 POST NOTES: USE ONLY MANUAL METHODS OF INSTALLATION TOP VIEW SECTION JOINT AND CLEANING WITHIN WETLAND AND BUFFER ZONES. SILT FENCE SHALL BE INSPECTED AFTER EVERY STORM EVENT, ANY SEDIMENT BUILD-UP REMOVED AND ANY DAMAGED SECTIONS SHALL BE REPAIRED/REPLACED, SILT FENCE DETAIL NT5 BERM AS NECESSARY TO MAINTAIN 2A" DEPTH 2' MIN. PROVIDE W' TOPSOIL PROVIDE MIN. AND GRASS COVER OF 2e -- GRIGNA —(T OR ND LINE SWALE WITH NORTH AMERICAN GREEN S150 G. EROSION CONTROL MATTING OR APPROVED EQUAL GRA55 CHANNEL / DRY DETENTION DA51N NT5 LANDSCAPING DESIGN el Earthsccapes aWINIIb TYPIGAL UNIT LANDSCAPING + PENINSULA BETWEEN UNIT 5 + 6 15EE SHEET I FOR OVERALL VIEW) NTS SD MN O' MIN PROVIDE MIRAFI 50OX FABRIC UNDER STONE EA TING GROUND GTR -FORAGE PROFILE PLAN NOTES: 1, ME ENTRMCE SHALL BE MAINTAINED IN A CONDITION WIN WILL PREVENT TRACKING O SEQUENT ONTO PUBLIC RIGHTS -OF -WAY. MIS MAY REWIRE PERIODIC TOP DRESSING WM ADDITIONAL STONE AS COMMONS DEMAND AM RE AND/M CIEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT.ALL ALL BE NEW TRACKED, SPILLED. OR WASHED ONTO PUBLIC RIGHTS -OF -WAY SHALL BE REMOVED IMMEDIATELY BY ME CONTRACTOR. 2. ME USE O CALCIUM CHLORIDE OR WATER MAY Y NECCESSARY TO CONTROL DUST WRING DRY PERIODS 3. PROVIDE APPROPRIATE TRANSITION BETWEEN CONSTRUCTION ENTRANCE AND ME EXISTING ROADWAY 5TADILIZED C0N5TKUGTI0N ENTRANCE NT5 RECEIVED APR 152UJ City of So. SudlMgttjn `SAS 0{EEt [�I� ` OBCA OVER aetURo pvAWYa o NWLAWARr FYAL .RKCFM/COVGFF The Commons at Patchen Woods ONE 2020 `�� �,pCNFlf f % pEgpl AB THE CONTRACTOR SHALL NOTIFY 'DIGSAFE• AT CiM32 OBCA "OUR T nv p� T7'��J�+ OFl..EAR 1 -BURKE Patchen Road SOUth 81/rfirWWI, ✓r T086-F 1-ODD-DIG-SAFE PRIOR TO ANY EXCAVATION. `,: GZCENSEO KGM GUIs CIVIL ASSOCIATES, PLC M9° \OW8 Roads, Storm & ErosionVon— fall AS SHOWN FAX nsr Details & Specifications NANH h COVER NO PARGING OF INTERIOR NEENAH LEBARON BRICKWORK OR JOINTS FINISH GRADE IC211 OR EWAI_ NTH MORTAR SHALL BE ALLOWED GROUT FRAME TO CONCRETE RISER RAISE FRAME TO GRADE WITH POURED IN PLACE CONCRETE OR CONCRETE GRADE RINGS FMIN. A.S. T.M. C47B COAT EXTERIOR OF CONCRETE AND PRECAST REINFORCED BRICK WITH TWO (2) COATS OF CONIC. MANHOLE WATERPROOF SEALANT CONE AND RISER 3.-0. COPOLYMER SEE SPECIFICATIONS POLYPROPYLENE FOR MH TESTING PLASTIC RUNGS NTH REQUIREMENTS 1/2" GRADE 60 STEEL REINFORCEMENT OR EQUAL 12' O.C. MA%. 0 RING RUBBER 6' O.C. MIN. GASKET IN ACCORDANCE WITH A. S. T.M. C-443 AND 5' 48" A.S.T.M. C-361 OR BUTYL ROPE S.T. GRISWOLD PRECAST 48" WELDED STEEL WIRE FABRIC MANHOLE OR APPROVED EQUAL CONSTRUCT SHELF WITH CAST IN PLACE VARIABLE OLEO SEVER BRICK RUBBER GASKET FOR I STANDARD OR CONCRETE WATERTIGHT M.H. LENGTHS LONST. (TYP. ALL PIPES) (1,2,3 IS 4 FT.) 2' RISE (MAX.) CHANNEL SUITABLE BACKFlLL VARIABLE LSTANDARD PLUG LENGTHS ObD _ MA%' /\ (2,3 Nk 4 FT.) LEDGE PAVEMENT 12* : LIMIT 8' e' PRECAST MONOLITHIC CONCRETE BASE MIN. 2' / ` 58" 411 3/4- TO 1 1 2" / HEIGHT. CRUSHED STONE BEDDING /4 O 8' O.C. DO NOT USE LIMESTONE EACH WAY EXTEND BEDDING TO LIMITS OF EXCAVATION TYP I GAL PRECA5T 5AN I TARY MANHOLE NT5 USE I'GIA. PYC PPE 'ARI LOCATION AND DEPTH O SEN CE CONNECTION EXTEND F ROM PLUG TO 2� BOOR FNAL GRADE NOTE: SEE SEWF TRENCH DETAIL FDA SEWER MAN AND SERVICE BEDDING DETAILS lE—ARY � B' MINIMUM PLUG CONNSDR]1 PVC CONNECTION TION `SDPE 1/4'/TF. MIN. SEND WLLSS OTHERWSE YARN 3 r— 3S P NOTED SWEEP OTTNG i SOIL ]S PVC WYE 5ANITAKY 5EWER 5ERVICE CONNECTION CLEANOUT FRAME B COVER LBBARON R-808 OR EQUAL SHORT LENGTH OF PIPE AS NOTED ON PLANS 1� SQUABE Y -- T �L\ 2500 PSI CONCRETE 45• BEND CLEANOUT DETAIL N'S GENERAL SANITARY SEWER 5PECIFICATION5 1) SEE OTHER SHEETS FOR ADDITIONAL INFORMATION. 2) CONTRACTOR SHALL CONTACT ALL UTILITIES BEFORE EXCAVATION TO VERIFY THE LOCATION OF ANY UNDERGROUND LINES. UTIUTIES INFORMATION SHOWN HEREON WERE OBTAINED FROM THE BEST AVAILABLE SOURCE AND MAY OR MAY NOT BE EITHER ACCURATE OR COMPLETE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO ANY UTILITY, PUBLIC OR PRIVATE, SHOWN OR NOT SHOWN HEREON. 3) THE HORIZONTAL AND VERTICAL SEPARATION FOR SEWER AND WATER UNES SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF THE "TEN STATE STANDARDS - RECOMMENDED STANDARDS FOR WATER 4) PRIOR TO CONSTRUCTION, ALL MATERIALS SHALL BE APPROVED BY THE ENGINEER. 5) STORM SEWER PIPE UP TO 15" IN DIAMETER SHALL BE PVC SDR 35 CONFORMING TO ASTM 0-3034. ASTM D-3212, AND ASTM F-477. STORM SEWER PIPE 18" AND GREATER IN DIAMETER SHALL BE ASPHALT COATED CORRUGATED METAL CONFORMING TO AASHTO-M-190. 6) ALL SANITARY SEWER PIPE SHALL BE PVC SDR 35 CONFORMING TO ASTM D-3034, ASTM D-3212, AND ASTM F-477. 7) ALL TRENCH FILL SHALL BE PLACED IN 6" UFTS AND THOROUGHLY COMPACTED TO 951E OF MAXIMUM DENSITY OF OPTIMUM MOISTURE AS DETERMINED BY ASTM 098E STANDARD PROCTOR, 8) ALL NEW GRAVITY SANITARY SEWER MAINS SHALL BE LEAK TESTED BY A LOW PRESSURE AIR TEST AND DEFLECTION TESTED. THE LOW PRESSURE AIR TEST WILL BE USED TO SIMULATE INFILTRATION OR E%FILTRATION INTO OR OUT OF ALL GRAVITY SANITARY SEWERS. ALL TESTING WILL BE CONDUCTED UNDER THE SUPERVISION OF THE ENGINEER. AIR TESTING SHALL BE PERFORMED IN ACCORDANCE WITH ASTM C828-80. THE MINIMUM ALLOWED TIME FOR A PRESSURE DROP FROM 3.5 PSI TO 2.5 PSI SHALL BE 1.2 MINUTES PER 100 FEET OF B" SEWER. AFTER THE FINAL BACKFlLL HAS BEEN IN PLACE AT LEAST 30 DAYS, THE DEFLECTION TEST MAY BE PERFORMED. NO PIPE SHALL EXCEED A DEFLECTION OF FIVE PERCENT (5:h. IF THE DEFLECTION TEST IS RUN USING A RIGID BALL OR MANDREL, IT SHALL HAVE A DIAMETER EQUAL TO 95% OF THE INSIDE DIAMETER OF THE PIPE. THE TEST SHALL BE PERFORMED WITHOUT MECHANICAL PUWNG DEVICES 9) ALL SANITARY SEWER MANHOLES SHALL BE TESTED PRIOR TO CONSTRUCTION OF THE INVERT BY THE VACUUM TEST METHOD DESCRIBED IN THE TECHNICAL SPECIFICATIONS THE MINIMUM ALLOWED TIME FOR A VACUUM DROP FROM 10" OF MERCURY TO 9' OF MERCURY SHALL BE 2 MINUTES 1D) ANY SURFACES, UNES, OR STRUCTURES WHICH HAVE BEEN DAMAGED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED TO A CONDITION AT LEAST EQUAL TO THAT IN WHICH THEY WERE FOUND IMMEDIATELY PRIOR TO THE BEGINNING OF CONSTRUCTION. 11) THE CONTRACTOR SHALL COORDINATE THE LOCATION AND INSTALLATION OF THE INDIVIDUAL LOT SEWER LINE SERVICES WITH THE OWNER AT THE TIME OF CONSTRUCTION. MANHOLE WALL MANHOLE CHANNEL NT5 S' X B' STAINLESS STEEL ROWERSEAL MODEL 300MJ TAPPING SLEEVE NTH MECHANICAL JONT OUTLET OR APPROVED EQUAL EX STING 12' SPLIT D.I. WATER END MAN NSKE GIVE CASKET TAPPING SLEEVE TAPPING VALVE ON ENSTNG MAIN CONFORMING TO ANI C-500 STANDARD FOR GATE �VALV IN COUNTER LL"AVE OPENING AND SHALL HAVE A WORKING PRESSURE ON LSD PS. 12' THRUST BLOCKS R (SEE TA.) NOTE: SEE WRITTEN SPECIFICATIONS FOR FURTHER REWIREME14TS FOR TAPPING NOTES: VALVES A SLEEVES TAPPING VALVE 1. SHALL HAVE WORMING PRESSURE OF T50 PSI. OF 150 2 ALL EXTERM EXPOSED SURFACES SHALL BE FUSION BOUNDED, EPDXY -COATED TO A MIN. 10 MIL THICKNESS. 3, UPON FINAL TIGHTENING AND TESTING ALL BOLTS SHALL BE BRUSH COATED NTH SIUMASTIC COLD APPUED MATERIAL TO ALL EXPOSED NUTS W BOLTS. TAPPING VALVE AND SLEEVE DETAIL NT5 GROUND VATEK 5PEC I F ICAT I ON5 t CONTRACTOR SHALL CONTACT ALL UTUIES SOCRE EXCAVATION To MGNY THE LOCATION OF ANY LNDERINd1N0 UNES THE CONTRACTOR SHALL NOTIY'OOSUP7 AT I -BBB -DIG -SALE PRIOR TO AN AVNIAfLEVSWRR UAND MAY °FORMA MOT BE EITIRM ON SHACCURATE OR COMPLETE. BEST CONNECTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO ANY UTUTY, PUBLIC DR PRIVATE. l STATIONARY SNOYM OR NOT SHOWN HEREON. / ROD - DO NOT INSTALL IN 2 THF HODEONTAL AND YTRIKAL SEPARATION FOR SEWVR AND WATER UNES SHALL INSTALLED PAVEMENT �µ� � � wA� �1T6T E1XnO1 OF ME 'TEN STATE STAH)AROS - RECOMMENDED I, THE WART! MANS SHALL BE CWSTTWCED, TESTED. AND DISINFECTED IN ACCORDANCE NTH BACKFlLL / A TANDARDS C-DOD AND C-B11 WTH THE EXCEPTION OF THE TABLET METHOp OF NTH \ dSNRcnDR. EXCAVATED N THE CONTRACTOR WILL FURMW ALL GOUGES TESTING PLUGS CAPS AND ALL OTHD NECESSARY \\ MATERIAL \\ AN E MN�I LEMPT„o PEACH W I SEC PRE ON °A MAINUMxOFCdc T OLMU D FEET MUELLER H-1011011"CURB BOX OR ((,.—I OF SHE PPE SHALL BE 1ESTEA AL WMTER RE.— FON RSTNO SHALL BE POTABLE \\ / APPROVED EQUAL ALL TESTING SHALL BE CONDUCTED N THE PRESENCE 01' THE ENGINEER. / FOR THE PRESSURE TEST, MM E CONTRACTOR WALL DELO• AND MAINTAIN 20D POUNDS PER INSTALL A RE NW FOR TWO HOURS. FAILURE TO HOLD DESUN D TIE ATED PRESSURE FOR THE TpON NR \/\\ VERTICAL GOOSE PERISQUAOD COl T A FAILURE OF THE BECTON TESTED. TIE LEAKAIE TEST SHALL BE NECK LOOP CAMBRIPERFORMED CONCURRFNILY WIN THE PRESSURE TEST. DURING THE TEST. THE CONTRACTOR SHALL / NO -LE DGE BRASS NO -LEA GE BRASS MEASURE THE QUANTIN OF WATER REQURED TO MAINTAIN THE TEST PAESSLRE. IEMAGE NO -LEAD BRASS, NO -LEAD BRASS, RED HED SHALL NOT EXCEED THE QUANTITY GIVEN BY: RED HED MANUFACTURING MANUFACTURING 58 BRASS 4381 OR 5151 /84151, OR L m (SQUAIE ROOT a P) / 1J.\2oO \ DEPARTMENT APPROVED DEPARTMENT APPROVED EQUAL CORPORATION EQUAL CURB STOP s "-AGE IN PEuNE FEST�EO FOR DI PIPE. DIRECT STOP D - DIAMETER R PIRE IN NCRES TAPPING IS PERMITTED P M - ARABE TEST PRESSUBE IN PSI WATER ALL TESTING SHALL BE CONQUCRD N ACCORDANCE WTI AWWA CBOD CATEST RENSIW. \\ MAIN SHaan ANY SECTION OF TIE PPE FAIL EITHER PRESSU ER THE OR LEANAOE TESTS THEW CONNACTSHALL GO EMMTHNG NECESSARY TO LOCATE AN) REPAIR OR REPLACE TIE \ DETECnrEISEER PIPE, PtlN ON .DINTS AT NO EXPENSE TO THE OWNER. F. FOR ANY RFNION, ME 1" TYPE 'K' COPPER EXRE4 .Z F°BEOOR 11 ERRGHTTMTHE EBB of NE UNEPR NTH mTIRE �BD�i �FEOUWEMESHOR °ON°IN \ e X 12' X 12" SOLID THE METHOD O D19NFECTIW SHALL BE BY THE CONTINUOUS FEED METHSS THWBE PR OD UNLESS CONCRETE BLOCK OERAPOMD BENGINEER.W Y THE AFTER FlNG. FLUSHING AND ME INITIAL ADDITON OF CHLORINE SOLUTION. ME FREE CHLORINE CONCENTRATION WTHN THE PPE SHALL SE AT I.EAST MG/L. TIE CHLONNAIEO WATER SHALL REMAIN N TIE MAIN FOR A PERIOD O AT LEAST 24 FRS BEAL ME END OF OIION.ALL P DInSO PGRFSNAIL BE SHALL OAE MAIN ONIEDSIUOER TIEF NOT STMUPERLESS TNMSI. O10 WI FTEE CRUGR .SINfEC THE ENGINEER. E OSINKGOOM PROCESS SHALL BE RELIED ACCEPTABLE OlY AFIEA SAYPlES O 1­ FROM TIE RUSHED. dSINFEClEO MANALIEN B• THE FNONOR AND TESTED AT AN APPROND LABORATORY SHOW W ENOENCE OF BACTEAIOLDDICAL CONTAMNATION. dWMFECTON SHALL CONFONLI TO THE UTETT WATER 5 E K V I C E DETAIL THE PESMEAIDA THE PIPELINE AID AAL ACDANCES SHALL BE MAINTAINED IN AN UEATED WRNAlAO NT5 """D UH NO RIVAL SE To THE . DI9NTC. FINAL SHALL R REPACCEPTANCE BY WEN Am MNDE REQUMIFD AT NO EXPENSE N THE OMNER uNR FNAL ACCEPTANCE BY ME OWIIER. 4. ALL NA WATER MAN PIPE SMALL BE O THE SIZE AND TYPE SHOWN ON THE RAMS CLV. m1ENT ONPEDDUCTILE WON STALL O BE IN ACCCANR NTH ANSA D C-111. C-Iw. AN C-111. VC PE SHALL BE IN ACCORDANCE WTI MNA C-90a ALL nT1NGS SHALL BE O)RDT-LIxED DUCTILL IRON. ]SO POUNDS WOR ING PRESmMPACT FTGNGS, M AND CONFORM TO AWNA t SLAW ALLOSTEEL PER ANSI A 21.11 IY SNICAL ANT HITS Am ROTS SHALLBE HIGH STRENGTH. S ALL HYDRANTS SHALL BE KENNEDY MODEL KB.A MELUER SUPER CENTURION 2Oa OR EQUAL 4'-B' OT EOE OF PAVEMENT A <' CONFORM S N NUMC L UNITT HOE, AND BE — OPENING NVALME TH MAGONALE I—.ADDAIN�T^oS T. THE CONTRACTOR SHALL PRoxme AND W6TALL AN AUALWY VALOR O TIE TYRE INDICATED ON TIE CONTRACT GA WINDS AND A LI NGTH OF 6' Gucn1E IRON PPE SU FTODT TOCONNECT VAEVE BOXES SMALL BE 2' AN A —"—IT Ma SHALL TE HYDRANT To THE YNX. CAST IRON 11YD PIECE MN. �R IPRRm WTH LAIN NrOxANT SLIDE ITYPERON NTH 11E T THE TIME O NSTALLATON. B. ALL GTE VALVES SHALL BE CEMENT-UNM AND MEET ME REQUIRDDT9 O AMIA C-5OR. SHAFT AND A CANT IRON ALVfS SHALL BE MECHANICAL HINT, CAST TRW BODY, PARALLEL BRASS SEATS. NON -RISING COVER NARKED 'WATER'. STEM INSIDE SHREW RESIUENT SEAT CONSTRIICTON WTH 0-RNG STEM PALS 7, ALL WATER MAN MAST NDORS SHALL BE CONSTHUCTED OF IMO PSI CONCRETE, 42rN ILTIEWAMANSSHALL NAM A MNMNN _TI OF IDVG OF B' 4' EI 1 K-NA CR ANY SURGESuEi G SAUCNBES VNW HAM BEEN DAYAOD BY ME CONTRACTORS EQUALWA1E1N TIYWAN14 MUST BE MSTALLED WTH OPERATORS SHAL BE RESTORED TO A CONDITION AT LEAST EQUAL TO THAT IN WHICH THEY MERE A 9DSTW OPERATING NUM FOUND IMMEDIATELY PRIOR TO THE BEGINNING OF CONSOUCTON. 10. THE CONTRACTOR BNALL COORDINATE TIE LOCATION AND WSTALLATON O THE INOIMQUAL LOT GBEDDED WATER UNE SFNMCES NTH THE OMNER AT TIE TIME OFCONSTRUCTON. 111 NOTE: 11. THE CONTRACTOR SHALL USE 'YEGALUC RESTRANRS ON ALL M.4 FOYNaS CURB STOPS AND/OR GATE VALVES t2. MAx uxE TF VALVES SHALL BE IN A MNw O OF B' 1/4' - 1' STONE. CON[IIEIE SHALL NOT BE USED. SHALL NOT BE PLACED IN PAVEMENT, CURB OR SIDEWALK UNLESS SHOWN SILL WATER MMMUM ON PUN. uN06NRBED TRENW DETAIL B' AIRY NEW SEWER PIPE (CENTER ONE LENGTH OVER WATERLINE) B Y MIN. GTE VALOR T NEW WATERLINE W SERVN:E BLOCK (W SFJ BOLTED HVGANT TEE CENTER ONE LENGTH OF PIPE DWCINfTE WATER ALLY I_ TRUST N'W 'M=UGG' DADS SNOVFDBEEWAL UNDER SEKFR B DICK SEE T RUST BLOCK __LE CENTER ONE LENGIN OF PPE HYDRANT GRAIN MUST SE PLUGGED OYEP SEVER SEE WRIER TRENCH � AL fdf IEODNG B dA D.I. PIPE ALL FITTINGS SHALL OIWRDENIS BE O MJ N COIF A.:_ NEW WATERLINE OR SERVICENTH ANWA C-1ST ARM AWWA C-llt • TB' IN. • F 1M OF VERTICAL SEPARATION CAN NOT BE MAINTAINED, THE SEWER UNE SHALL BE HYDRANT DETAIL NEW SEWER PIPE CONSTRUCTED TO WATERLINE STANDARDS, (CENTER ONE LENGTH MINIMUM OF 20 FEET BEYOND EACH SIDE OF UNDER WATERLINE) THE CROSSING. NT5 SEWER / WATER 5EPAKATION DETAIL FOR CR0551 NG5 FINISH GRADE NT5 UNDISTURBED SOIL 3500 PSI ING PSI CONCRETE CONCRET+EA EXCAVATED NTH APPROVED F(� NX QAVA MATERIAL ; }' ENO AREA IS TWXROIOHLY COMPACTED * LIFTS ��ii 'YY�TTT BEARING ENDARTIE SNES O' TRENCHES AGAINST BEARIN 4 FT. W MORE IN DEPTH IF COMA IS IE55 THAN B' UNDISTURBED RACE 2' THICK NSULATED AGAINST ENTERED BY PER - BGRD, WHIOI IS SUITABLE SOIL UNDISTURBED SHALL BE SHEETED LE FW BURIAL OVER PPE. APR SOIL SLOPED TO ME ANGLE Ix O CASE SNAIL THE PPE OF REPOg 12, E — TME spa 15 S:::' Typl �E. Rc-p EnSN➢c- �Pc 77P[CAL HBND9 APPROVED ROCK FREE IV Is OUTSIDE NOTE PLACE 4 mil POLYETHYLENE BETWEEN FITTING AND THRUST BLOC( BACkPLL IHOROIONLY DIAMETER OF PPE) COMPACTED IN 6' B ��.yB, + F`�, R CRY of Soo 5udinoten S2E UFTS (No STONES LARDER nMx t t/2' THE CONTRACTOR SHALL NC Fl N B' A25 DIAYEIER)ALL TIMES KEEP THE TAENCHEs 11k@T 2ENTIRELY FREE I WANTSUNTIL ALL WORD IB FINISHED BASED WUS PSI RKING45' 2AND RGDY fON BACKiRLNG PRESSURE PLUS NDEA SURGEALLOWANCE ANON BEARING9O 43 BRASS WE1N'rc SHALL BE CAPACITY ON 20WLBS/SO FiNSTALLED AT EACH JONT TEES OR NACCORDANCE NTH THE END CAPS 3CORD REQUIREMENTS FOR CLVALVES 2 UNDSTJRBED SOIL 52 D.I. PIPE (TYPICAL) SO FT BEARING AREA WATER TRENCH THE CONTRACTOR SHALL NOTIFY "DIGSAFE" AT THRUST BLOCK END AREA 1-88B-DIG-SAFE PRIOR TO ANY EXCAVATION. NT5 NT5 4 13 09 REVISED WATER SERVICE SIZE TO 1" DWB --3/05/DgREVaax REVISIONS PER SOUTH BURUNGTON WATER DEPARTMENT BY NON ,`,51111 III�A SMRWY GTE `. Af I f� �i o9Ca oTHER o REcam °RAIN° 0 FWELW4WMRY z o2 o9 All work to he performed In accordance wlih the , \\ , The Commons at Patchen Woods ABW document entitle d ``� ,ANRONEfM = alyWN fNAL SNERN/CWCFPT 7SM "Specifications and details for the inlstallotim of Water tr No. M52 y 'p- OBNA 7 � � n 7� �y7���� lines and appurtenance for all water systellu owned by the - ^ aN11 KOY DII...ta"1.ltY-D V It11t. Patehen Road South &JrliF)glon, Vf Champlain Water -FINAL District, the City of South BLWlirgton, RY , +� vmT CIVIL ASSOCIATES, PLC PLAN Colchester Fire District#1, and the Village of Jericho" %{r CEN9E `\Dws ICYTnRaNlAreaaTE SAtEWR Sewer and Water R""'M`T� E AE.w °'%��;I,IAV' AS SHOWN Details & Specifications 4 a4AE PDNWYN�DWNwPPn CITY OF SOUTH BURLINGTON Interested Persons Record and Service List Under the 2004 revisions to Chapter 117, the Development Review Board (DRB) has certain administrative obligations with respect to interested persons. At any hearing, there must be an opportunity for each person wishing to achieve interested person status to demonstrate compliance with the applicable criteria. 24 V.S.A. § 4461(b). The DRB must keep a written record of the name, address and participation of each person who has sought interested person status. 24 V.S.A. § 4461(b). A copy of any decision rendered by the DRB must be mailed to every person or body appearing and having been heard by the DRB. 24 V.S.A. § 4461(b)(3). Upon receipt of notice of an appeal to the environmental court, the DRB must supply a list of interested persons to the appellant in five working days. 24 V.S.A. § 4471(c). HEARING DATE:—AfAI4 V. Wx>3 N ME MAILING ADDRESS PROJECT OF INTEREST r+0 �raS i 0%-/4 r �,� --tit. �/ -1 Po. &0 ( JT 7a Pie &, i6ns 5L, I, � r l�6 QA� . col v r o> Yo c" P f �rea ►�w, ✓ ' Subdivision Plat Application Permit Number SD-6'-il- APPLICATION FOR PUD/SUBDIVISION AMENDMENT REVIEW r-i Preliminary X Final PUD Being Requested? X Yes ri No All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the plans will result in your application being rejected and a delay in the review before the Development Review Board. 1. OWNER OF RECORD (Name as shown on deed, mailing address, phone and fax #) South Village Communities, LLC 70 South Winooski Ave Burlington, Vermont 05401 Ph 1-802-863-8323 Email: mh(cDretrovest com 2. LOCATION OF LAST RECORDED DEED (Book and page #) Book 419 Pg 454-455 3. APPLICANT (Name, mailing address, phone and fax#) South Village Communities, LLC 70 South Winooski Ave Burlington, Vermont 05401 Ph 1-802-863-8323 Email: mh(a)retrovest.com 4. CONTACT PERSON (Name, mailing address, phone and fax David S. Marshall, Civil Engineering Associates, 10 Mansfield View Lane, South Burlington, Vermont 05403 Ph 864-2323 x310 F 864-2271 Email: dmarshall@cea-vt.com 5. PROJECT STREET ADDRESS: 1840 Spear Street 6. TAX PARCEL ID # (can be obtained at Assessor's Office) 01640-1840 7. PROJECT DESCRIPTION a. General Project Description (describe what you are proposing): Subdivision of a 2.71 acre lot (Lot 11B) from the 187.3 acre parent parcel (lot 48 resulting in 184.6 acres), boundary adjustment to Lot 11A (1.62 acres to 2.07 acres) and construction of a new soccer field with supporting infrastructure. loll Subdivision Plat Application b. Existing Uses on Property (including description and size of each separate use): Undeveloped Land c. Proposed Uses on property (include description and size of each new use and existing uses to remain): Soccer field, parking lot, access road, recreation path extension. d. Total building square footage on property (proposed buildings and existing buildings to remain): None proposed. e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine): Not Applicable. f. Number of residential units (if applicable, new units and existing units to remain): NA g. Number of employees & company vehicles (existing and proposed, note office versus non -office employees): None - Periodic maintenance by City of South Burlington personnel. h. Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): i. List any changes to the subdivision, such as property lines, number of units, lot mergers, etc Subdivision of a 2.71 acre lot (Lot 11B) from the 187.3 acre parent parcel (lot 48 resulting in 184.6 acres), boundary adjustment to Lot 11A (1.62 acres to 2.07 acres). 9. LOT COVERAGE (ALL information MUST be provided here, even if no change is proposed) a. Size of Parcel: Proposed Lot 112.71 Acres (118,048 SF) b. Building Coverage: Existing: 0 square feet: 0 % Proposed: 0 square feet 0 % c. Overall Coverage (building, parking, outside storage, etc): Existing: 0 square feet: 0 % Proposed: 27,151 square feet 23.0 % d. Front Yard Coverage(s) (commercial projects only): Existing: 0 square feet: 0.0 % Proposed: 0 square feet 0 % 2 of 2 Subdivision Plat Application 9. WETLAND INFORMATION a. Are there any wetlands (Class I, II, or III) on the subject property? X Yes ❑ No b. If yes, is the proposed development encroaching into any of these wetlands associated 50' buffers (describe) Yes, there are some areas around the perimeter of the project that encroach into the 50' buffer. All of these encroachment areas have been mitigated though the proposed grading. The site has been designed so that the new development areas are below the existing grade. This allows for easy retention of the stormwater and better control of encroachment of land use impacts toward the wetlands. If yes, please submit the following with this application: A site specific wetland delineation of the entire property or a written statement that the applicant is relying on the City's wetland map. The wetland delineation is the same as that used for the permitting of the South Village project. 2. Response to the criteria outlined in Section 12.02(E) of the Land Development Regulations (applicant is strongly encouraged to have a wetland expert respond to these criteria). A memorandum on this has been attached with the application. 10. AREA DISTURBED DURING CONSTRUCTION: 3.5 Acres (152,000 SQ. FT.) * *Projects disturbing more than one (1) acre of land must follow the City's specifications for erosion control in Article 16 of the Land Development Regulations. Projects disturbing more than one (1) acre require a permit from the Vermont Department of Environmental Conservation. 11. COST ESTIMATES a. Building (including interior renovations): $ 0 b. Landscaping: $11,400 Please submit itemized list of landscaping proposed) c. Other site improvements (please list with cost) Site Construction ........ $ 150,000 12. ESTIMATED TRAFFIC( For Soccer Field) a. Average daily traffic for entire property (in and out): 300 VPD b. A.M. Peak hour for entire property (in and out): 10 VPH (weekday) 12 VPH (weekend) c. P.M. Peak hour for entire property (In and out): 21 VPH (weekday) 30 VPH (weekend) 13. PEAK HOURS OF OPERATION: 8 AM to 7 PM 3 of"I Subdivision Plat Application 14. PEAK DAYS OF OPERATION: Saturdav 15. ESTIMATED PROJECT COMPLETION DATE: Fall 2009 16. PLEASE LIST ABUTTING LANDOWNERS, INCLUDING THOSE ACROSS THE STREET. You may attach on a separate sheet. NAME MAILING ADDRESS WITH ZIP CODE PARCEL ID Please see attached list 17. PLANS AND FEE Plat plans shall be submitted which shows the information listed on Exhibit A attached. Five (5) regular size copies and one reduced copy (11" x 17") of the plans must be submitted. A subdivision application fee shall be paid to the City at the time of submitting the application (see Exhibit A). I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. c SIGNATURE OF APP ICANT SIGNATURE OF PROPER Y OWNER �/rr PRINT NAME Luc r gcrlNo ¢ i • f ec yr F0� �OcIT�1 l� /L C�1 lot C GN1 -eU V' 1i&,S LL C Do not write below this line DATE OF SUBMISSION: v U I have reviwed this preliminary plat application and find it to be L6o:m:plet1/, fn�omplete Director of Planning & Zoning or Designee Date EXHIBIT A PRELIMINARY PLAT 4of4 Subdivision Plat Application Permit Number SD- - APPLICATION FOR PUD/SUBDIVISION AMENDMENT REVIEW X Preliminary ❑ Final PUD Being Requested? X Yes r_i No All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the plans will result in your application being rejected and a delay in the review before the Development Review Board. 1. OWNER OF RECORD (Name as shown on deed, mailing address, phone and fax #) South Village Communities, LLC 70 South Winooski Ave Burlington, Vermont 05401 Ph 1-802-863-8323 Email: mh(a)retrovest.com 2. LOCATION OF LAST RECORDED DEED (Book and page #) Book 419 Pg 454-455 3. APPLICANT (Name, mailing address, phone and fax#) South Village Communities, LLC 70 South Winooski Ave Burlington, Vermont 05401 Ph 1-802-863-8323 Email: mh(abretrovest.com 4. CONTACT PERSON (Name, mailing address, phone and fax David S. Marshall, Civil Engineering Associates, 10 Mansfield View Lane, South Burlington, Vermont 05403 Ph 864-2323 x310 F 864-2271 Email: dmarshall@cea-vt.com 5. PROJECT STREET ADDRESS: 1840 Spear Street 6. TAX PARCEL ID # (can be obtained at Assessor's Office) 01640-1840 7. PROJECT DESCRIPTION a. General Project Description (describe what you are proposing): Subdivision of a 2.71 acre lot (Lot 11B) from the 187.3 acre parent parcel (lot 48 resulting in 184.6 acres), boundary adjustment to Lot 11A (1.62 acres to 2.07 acres) and construction of a new soccer field with supporting infrastructure. 1 of 1 Subdivision Plat Application b. Existing Uses on Property (including description and size of each separate use): Undeveloped Land c. Proposed Uses on property (include description and size of each new use and existing uses to remain): Soccer field, parking lot, access road, recreation path extension. d. Total building square footage on property (proposed buildings and existing buildings to remain): None proposed. e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine): Not Applicable. f. Number of residential units (if applicable, new units and existing units to remain): NA g. Number of employees & company vehicles (existing and proposed, note office versus non -office employees): None — Periodic maintenance by City of South Burlington personnel. h. Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): i. List any changes to the subdivision, such as property lines, number of units, lot mergers, etc Subdivision of a 2.71 acre lot (Lot 11B) from the 187.3 acre parent parcel (lot 48 resulting in 184.6 acres), boundary adjustment to Lot 11A (1.62 acres to 2.07 acres). 9. LOT COVERAGE (ALL information MUST be provided here, even if no change is proposed) a. Size of Parcel: Proposed Lot 112.71 Acres (118,048 SF) b. Building Coverage: Existing: ,J square feet: 0 % Proposed: 0 square feet 0 % c. Overall Coverage (building, parking, outside storage, etc): Existing 0 square feet: 0 % Proposed: 27,151 square feet 23.0 % d. Front Yard Coverage(s) (commercial projects only): Existing: 0 square feet: 0.0 % Proposed: 0 square feet 0 % 2 of 2 C UA1 ISiviii PiatA%ppiicat ioii 9. WETLAND INFORMATION a. Are there any wetlands (Class I, II, or III) on the subject property? X Yes ❑ No b. If yes, is the proposed development encroaching into any of these wetlands associated 50' buffers (describe) Yes, there are some areas around the perimeter of the project that encroach into the 50' buffer. All of these encroachment areas have been mitigated though the proposed grading. The site has been designed so that the new development areas are below the existing grade. This allows for easy retention of the stormwater and better control of encroachment of land use impacts toward the wetlands. If yes, please submit the following with this application: A site specific wetland delineation of the entire property or a written statement that the applicant is relying on the City's wetland map. The wetland delineation is the same as that used for the permitting of the South Village project. 2. Response to the criteria outlined in Section 12.02(E) of the Land Development Regulations (applicant is strongly encouraged to have a wetland expert respond to these criteria). A memorandum on this has been attached with the application. 10. AREA DISTURBED DURING CONSTRUCTION: 3.5 Acres (152,000 SQ. FT.) * *Projects disturbing more than one (1) acre of land must follow the City's specifications for erosion control in Article 16 of the Land Development Regulations. Projects disturbing more than one (1) acre require a permit from the Vermont Department of Environmental Conservation. 11. COST ESTIMATES a. Building (including interior renovations): $ 0 b. Landscaping: $11,400 Please submit itemized list of landscaping proposed) c. Other site improvements (please list with cost) Site Construction ........ $ 150,000 12. ESTIMATED TRAFFIC (For Soccer Field) a. Average daily traffic for entire property (in and out): 300 VPD b. A.M. Peak hour for entire property (in and out): 12 VPH c. P.M. Peak hour for entire property (In and out): 21 VPH (weekday) 30 VPH (weekend) 13. PEAK HOURS OF OPERATION: 8 AM to 7 PM 3 of 3 Subdivision Plat Application 14. PEAK DAYS OF OPERATION: Saturday 15. ESTIMATED PROJECT COMPLETION DATE: Fall 2009 16. PLEASE LIST ABUTTING LANDOWNERS, INCLUDING THOSE ACROSS THE STREET. You may attach on a separate sheet. NAME MAILING ADDRESS WITH ZIP CODE PARCEL ID Please see attached list 17. PLANS AND FEE Plat plans shall be submitted which shows the information listed on Exhibit A attached. Five (5) regular size copies and one reduced copy (11" x 17") of the plans must be submitted. A subdivision application fee shall be paid to the City at the time of submitting the application (see Exhibit A). I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. 9,��..�iC�a - -SIGNATURE OF APPLICANT awe /411idlc/%_ AAl _ale._ SIGNATURE OF PROPERTY OWNER PRINT NA4E DucY 4urwA1 z& v fog, ,SourH Vitt r e0H'yu4)1rie 5 . LL C Do not write below this line DATE OF SUBMISSION: v ✓" I have reviewed this preliminary plat application and find it to be: LComplet�) Inco let e v V PWec-tifr of Planning & Zoning or Designee Date EXHIBIT A PRELIMINARY PLAT 4of4 Subdivision Plat Application Permit Number SD- W APPLICATION FOR MASTER PLAN AMENDMENT REVIEW L i Preliminary X Final PUD Being Requested? X Yes ❑ No All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the plans will result in your application being rejected and a delay in the review before the Development Review Board. 1. OWNER OF RECORD (Name as shown on deed, mailing address, phone and fax #) South Village Communities, LLC 70 South Winooski Ave Burlington, Vermont 05401 Ph 1-802-863-8323 Email: mh(a-)retrovest.com 2. LOCATION OF LAST RECORDED DEED (Book and page #) Book 419 Pg 454-455 3. APPLICANT (Name, mailing address, phone and fax#) South Village Communities, LLC 70 South Winooski Ave Burlington, Vermont 05401 Ph 1-802-863-8323 Email: mh(&retrovest.com 4. CONTACT PERSON (Name, mailing address, phone and fax David S. Marshall, Civil Engineering Associates, 10 Mansfield View Lane, South Burlington, Vermont 05403 Ph 864-2323 x310 F 864-2271 Email: dmarshall@cea-vt.com 5. PROJECT STREET ADDRESS: 1840 Spear Street 6. TAX PARCEL ID # (can be obtained at Assessor's Office) 01640-1840 7. PROJECT DESCRIPTION a. General Project Description (describe what you are proposing): Soccer Field - Expansion of the Phase I development footprint to include the soccer field, supporting infrastructure and the additional traffic generation in addition to that included in the current Master Plan approval. 1 of 1 Subdivision Plat Application Lot & Building Coverage - There are a number of situations where the originally approved building and lot coverage maximums have created limitations on the design flexibilities for very small lots and flag lots where the long driveway creates a disproportionate increase in the lot coverage The applicant has met with staff and we understand that staff is supportive a modification to the Master Plan to change the lot coverage from 61 % to 75% and the building coverage from 40% to 50% as it applies to all single-family and multi -family of 3 units and less. These revisions are also par tof the requested Master Plan amendment approval. b. Existing Uses on Property (including description and size of each separate use): Undeveloped Land c. Proposed Uses on property (include description and size of each new use and existing uses to remain): Soccer field, parking lot, access road, recreation path extension. d. Total building square footage on property (proposed buildings and existing buildings to remain): None proposed. e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine): Not Applicable. f. Number of residential units (if applicable, new units and existing units to remain): NA g. Number of employees & company vehicles (existing and proposed, note office versus non -office employees): None — Periodic maintenance by City of South Burlington personnel. h. Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): i. List any changes to the subdivision, such as property lines, number of units, lot mergers, etc Subdivision of a 2.71 acre lot (Lot 11B) from the 187.3 acre parent parcel (lot 48 resulting in 184.6 acres), boundary adjustment to Lot 11A (1.62 acres to 2.07 acres). 9. LOT COVERAGE (ALL information MUST be provided here, even if no change is proposed) a. Size of Parcel: 226 acres b. Building Coverage: Existing: 3.0 square feet: 0 % Proposed: 0 square feet 0 % c. Overall Coverage (building, parking, outside storage, etc): Existing: N square feet: 0 % Proposed: 27,151 square feet 23.0 % 2 of 2 Subdivision Plat Application d. Front Yard Coverage(s) (commercial projects only): Existing: 0 square feet: 0.0 % Proposed: 0 square feet 0 % 9. WETLAND INFORMATION a. Are there any wetlands (Class I, II, or III) on the subject property? X Yes ❑ No b. If yes, is the proposed development encroaching into any of these wetlands associated 50' buffers (describe) Yes, there are some areas around the perimeter of the project that encroach into the 50' buffer. All of these encroachment areas have been mitigated though the proposed grading. The site has been designed so that the new development areas are below the existing grade. This allows for easy retention of the stormwater and better control of encroachment of land use impacts toward the wetlands. If yes, please submit the following with this application: A site specific wetland delineation of the entire property or a written statement that the applicant is relying on the City's wetland map. The wetland delineation is the same as that used for the permitting of the South Village project. 2. Response to the criteria outlined in Section 12.02(E) of the Land Development Regulations (applicant is strongly encouraged to have a wetland expert respond to these criteria). A memorandum on this has been attached with the application. 10. AREA DISTURBED DURING CONSTRUCTION: 3.5 Acres (152,000 SQ. FT.) * *Projects disturbing more than one (1) acre of land must follow the City's specifications for erosion control in Article 16 of the Land Development Regulations. Projects disturbing more than one (1) acre require a permit from the Vermont Department of Environmental Conservation. 11. COST ESTIMATES a. Building (including interior renovations): $ 0 b. Landscaping: $11,400 Please submit itemized list of landscaping proposed) c. Other site improvements (please list with cost) Site Construction ........ $ 150,000 3 of 3 Subdivision Plat Application 12. ESTIMATED TRAFFIC a. Average daily traffic for entire property (in and out): See Master Plat Plan b. A.M. Peak hour for entire property (in and out): See Master Plat Plan c. P.M. Peak hour for entire property (In and out): See Master Plat Plan 13. PEAK HOURS OF OPERATION.- NA 14. PEAK DAYS OF OPERATION: NA 15. ESTIMATED PROJECT COMPLETION DATE: Fall 2019 16. PLEASE LIST ABUTTING LANDOWNERS, INCLUDING THOSE ACROSS THE STREET. You may attach on a separate sheet. NAME MAILING ADDRESS WITH ZIP CODE PARCEL ID Please see attached list 17, PLANS AND FEE Plat plans shall be submitted which shows the information listed on Exhibit A attached. Five (5) regular size copies and one reduced copy (11 V x 17") of the plans must be submitted. A subdivision application fee shall be paid to the City at the time of submitting the application (see Exhibit A). I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge, SIGNATURE O-It APPLICANT Ij , �� SIGNATURE OF PROPS ATY OWNER PRINT NAME Vul. Y 4 u7HOe / z 61> -ro4 —Sou7iql ;114WA6e L. L C Do not write below this line DATE OF SUBMISSION: I have reviewed this preliminary plat application and find it to be: p �Ie 17 IncomAete 4 of 4 Ruth Trevithick 1751 Spear Street So. Burlington, VT 05403 Mary Pappas 1809 Spear Street So. Burlington, VT 05403 Stuart & Helen Hall 1815 Spear Street So. Burlington, VT 05403 George & Shelley Vinal 1845 Spear Street So. Burlington, VT 05403 William Reed 1967 Spear Street So. Burlington, VT 05403 Alan & Diane Sylvester 1985 Spear Street So. Burlington, VT 05403 Harlan & John Sylvester (ref.2003 Spear St.) 51 South Street Burlington, VT 05401 Carolyn E. Long Revocable Trust 1720 Spear Street So. Burlington, VT 05403 Richard & Dawn Derridinger 1575 Dorset Street So. Burlington, VT 05403 Harold & Eleanor Bensen Janet Farina 1803 Spear Street 1807 Spear Street So. Burlington, VT 05403 So. Burlington, VT 05403 Donald & Lynn Cummings Ayse Floyd 1811 Spear Street 1813 Spear Street So. Burlington, VT 05403 So. Burlington, VT 05403 1827 Spear St. LLC Patricia Calkins Ref.1827 Spear St. 1835 Spear Street 410 Shelburne Rd. So. Burlington, VT 05403 So. Burlington, VT 05403 Mark S. Westergard/Curt Moody Barbara Lande 1855 Spear Street 1865 Spear Street So. Burlington, VT 05403 So. Burlington, VT 05403 James & Paula Carroll Frank Costantino (ref.1975 Spear St.) 1971 Spear Street 155 Chesapeak Drive So. Burlington, VT 05403 Shelburne, VT 05482 John & Amy Averill Daniel Martin 3958 Spear Street 4012 Spear Street Shelburne, VT 05482 Shelburne, VT 05482 Craig S. Bartlett, III Rodolphe & Denise Vallee 4047 Spear Street 4043 Spear Street Shelburne, VT 05482 Shelburne, VT 05482 William & Gail Lang 1675 Dorset Street So. Burlington, VT 05403 Lucien & Jane Demers Trust (ref.1505 Dorset St.) P.O. Box 359 Essex Jct, VT 05453 Scott J. Michaud Dorset Farms Master Assoc. Maureen O'Brien Jason & Jennifer McGahey c/o Property Mgt. Associates 192 Catkin Drive 190 Catkin Drive P.O. Box 1201 So. Burlington, VT 05403 So. Burlington, VT 05403 Williston, VT 05495 Mark & Deborah Fay Susan C. Bliss Matthew & Beverly Broomhall 188 Catkin Drive 197 Catkin Drive 37 Floral Street So. Burlington, VT 05403 So. Burlington, VT 05403 So. Burlington, VT 05403 Brian & Carolyn Terhune Stanley & Carolyn Pallutto Michael & Mary Eliz.Bouvier 35 Floral Street 33 Floral Street 31 Floral Street So. Burlington, VT 05403 So. Burlington, VT 05403 So. Burlington, VT 05403 Anthony & Nancy Bianchi Robert P. James James & Karen Larrow 29 Floral Street 79 Bower Street 77 Bower Street So. Burlington, VT 05403 So. Burlington, VT 05403 So. Burlington, VT 05403 Pasquale & Deborah Distefano Donald & Lisa Anqwin Mitchel Cypes & Lynan Moy 75 Bower Street 73 Bower Street 74 Bower Street So. Burlington, VT 05403 So. Burlington, VT 05403 So. Burlington, VT 05403 Peter and Gayle Conklin Brian & Christine Sowle Dan and Marquerite Wetzel 67 Bower Street 50 Cabot Court 183 Catkin Drive So. Burlington, VT 05403 So. Burlington, VT 05403 So. Burlington, VT 05403 Zinaida & Vazgen Aydinyan Philip & Darcy Carter Brigette & Richard White 185 Catkin Drive 187 Catkin Drive 189 Catkin Drive So. Burlington, VT 05403 So. Burlington, VT 05403 So. Burlington, VT 05403 John & Ritika Paul Dirk and Deborah Marek Bhagwat & Cita Mangla 191 Catkin Drive 193 Catkin Drive 195 Catkin Drive So. Burlington, VT 05403 So. Burlington, VT 05403 So. Burlington, VT 05403 South Village Soccer Field 27-Mar-09 Street Tree Plant Schedule Botanical Name Common Name Deciduous Trees Acer x freemanii Freeman Maple Quercus rubra Red Oak Ulmus americana'Princeton' Princeton Elm Note: ? Landscape Architect to assist in selecting plant materials. ? All street trees plantings shall conform to the Arboricultural ? No tree planting shall be undertaken until finish grading is completed Size Qty. Notes Unit Cost Cost 2-2.5" cal. 3 B&B $ 500.00 $ 1,500.00 2-2.5" cal. 8 B&B $ 515.00 $ 4,120.00 2-2.5" cal. 9 B&B $ 650.00 $ 5,850.00 Total $ 11,470.00 rr ��1M southburlington PLANNING & ZONING April 27, 2009 David S. Marshall Civil Engineering Associates 10 Mansfield View Lane South Burlington, VT 05403 Re: South Village Communities, LLC Dear Mr. Marshall: Enclosed, please find a copy of the Findings of Fact and Decision of the above referenced project approved by the South Burlington Development Review Board on April 21, 2009 (effective 4/21/09). Please note the conditions of approval, including that the amended final plat plans must be recorded in the land records (in mylar format) within 180 days (must be submitted to Ray Belair for recording along with an $11 recording fee per mylar by October 16, 2009) or this approval is null and void. If you have any questions, please contact me. Sincerely, Jana Beagley Planning & Zoning Assistant Encl. CERTIFIED MAIL RETURN RECEIPT: 7008 0150 0003 6150 6475 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com r r4 southburlington PLANNING & ZONING MEMORANDUM TO: South Burlington Development Review Board FROM: Cathyann LaRose, Associate Planner RE: Agenda #8, Preliminary Plat application #SD-09-17 Final Plat application #SD-09-18 DATE: April 7, 2009 South Village Communities, LLC, hereinafter referred to as the applicant, is seeking approval for preliminary plat application #SD-09-17 and final plat application #SD-09-18 of South Village Communities, LLC to amend a previously approved planned unit development of Phase I consisting of 156 residential units, a 100 student educational facility, and a 35 acre community supported farm. The amendment consists of: 1) subdividing a 187.71 acre parcel (lot #48) into three (3) lots of 2.71 acres (lot #11 B), 0.45 acres to be added to lot 11A, and 184.6 acres (remdii ,y lot #48), and 2) developing lot #11 B into a publicly owned soccer field with associated parking, 1840 Spear Street. The Board reviewed the sketch plan application on February 3 and February 17, 2009 and was generally in favor of the application. Section 14.06 of the South Burlington Land Development Regulations establishes the following general review standards for all site plan applications: (a) The site shall be planned to accomplish a desirable transition from structure to site, from structure to structure, and to provide for adequate planting, safe pedestrian movement, and adequate parking areas. (b) Parking shall be located to the rear or sides of buildings to the greatest extent practicable. (c) Without restricting the permissible limits of the applicable zoning district, the height and scale of each building shall be compatible with its site and existing or adjoining buildings. 575 Dorset Street South Burlington, VT 05403 tell 802.846.4106 fax 802.846.4101 www.sburl.com MEMORANDUM TO: South Burlington Development Review Board FROM: Cathyann LaRose, Associate Planner RE: Agenda #8, Preliminary Plat application #SD-09-17 Final Plat application #SD-09-18 DATE: April 7, 2009 South Village Communities, LLC, hereinafter referred to as the applicant, is seeking approval for preliminary plat application #SD-09-17 and final plat application #SD-09-18 of South Village Communities, LLC to amend a previously approved planned unit development of Phase I consisting of 156 residential units, a 100 student educational facility, and a 35 acre community supported farm. The amendment consists of: 1) subdividing a 187.71 acre parcel (lot #48) into three (3) lots of 2.71 acres (lot #11 B), 0.45 acres to be added to lot 11A, and 184.6 acres (remaining lot #48), and 2) developing lot #11 B into a publicly owned soccer field with associated parking, 1840 Spear Street. The Board reviewed the sketch plan application on February 3 and February 17, 2009 and was generally in favor of the application. Section 14.06 of the South Burlington Land Development Regulations establishes the following general review standards for all site plan applications: (a) The site shall be planned to accomplish a desirable transition from structure to site, from structure to structure, and to provide for adequate planting, safe (d) Newly installed utility services and service modifications necessitated by exterior alterations or building expansions shall, to the extent feasible, be underground. (e) The DRB shall encourage the use of a combination of common materials and architectural characteristics, landscaping, buffers, screens and visual interruptions to create attractive transitions between buildings of different architectural styles. (t) Proposed structures shall be related harmoniously to themselves, the terrain, and to existing buildings and roads in the vicinity that have a visual relationship to the proposed structures. There are no changes to the above criteria in relation to this application. The proposed soccer field will not be accompanied by any new buildings. The parking lot proposed to accommodate the field is located to the rear of the field as it would be visible from Spear Street. While there are no minimum parking standards for the soccer field in relation to the South Burlington Land Development Regulations, the Director of Recreation has worked with the applicant to provide an appropriate level of parking (62 spaces proposed). A letter from the Director is attached. Site plan applications shall meet the following specific standards as set forth in Section 14.07 of the South Burlington Land Development Regulations: (a) The reservation of land may be required on any lot for provision of access to abutting properties whenever such access is deemed necessary to reduce curb cuts onto an arterial of collector street, to provide additional access for emergency or other purposes, or to improve general access and circulation in the area. Staff does not feel it is necessary to create access to the properties that abut the subject property. (b) Electric, telephone and other wire -served utility lines and service connections shall be underground. Any utility installations remaining above ground shall be located so as to have a harmonious relation to neighboring properties and to the site. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. (c) All dumpsters and other facilities to handle solid waste, including compliance with any recycling or other requirements, shall be accessible, secure and properly screened with opaque fencing to ensure that trash and debris do not escape the enclosure(s). (d) Landscaping and Screening Requirements No additional landscaping shall be required as a result of this proposal. However, the applicant is proposing additional plantings. The plans reflect that 10% of the parking lot interior will be landscaped as required. Lighting The applicant has not proposed any lighting to be associated with this soccer field, and the Recreation Director has confirmed that no lighting is being planned or requested. Staff recommends that the Development Review Board approve#SD-09-17 and #SD-09- 18 of South Village Communities, LLC. Respectf ly Submitted, R Ayvmo4ndJ. Belair Administrative Officer Cc: David Marshall „J119114I' PLANNING & ZONING MEMORANDUM TO: South Burlington Development Review Board FROM: Cathyann LaRose, Associate Planner RE: Agenda #7, Master plan application #MP-09-01 DATE: April 7, 2009 South Village Communities, LLC, hereinafter referred to as the applicant, is seeking master plan review to amend a previously approved Master Plan for: 1) a 334 unit residential development, 2) a 100 student educational facility, and 3) a 35 acre community supported farm. The amendment consists of adding a publicly owned soccer field, 1840 Spear Street. Master Plan approval for this property is required by Section 15.07(B)(1) of the South Burlington Land Development Regulations as a prerequisite to the development of ten (10) or more residential units in the Southeast Quadrant Zoning District (SEQ). The Board reviewed the plans on February 17, 2009 and was generally in favor of the application. The applicant is proposing to create a 2.71 acre parcel (newly formed Lot 11 B) for the soccer field and increase the size of the existing Lot 11A (from 1.62 to 2.07 acres); this new lot and increase will be taken from Lot 48 (labeled on the original Master Plan as Agricultural and Open Space). Lot 48 will thus be reduced to 184.6 acres. Lot 11 has been designated as a site for a future school and is not proposed to be affected by this application. The applicant has included a letter detailing the ownership and maintenance of the proposed field. Staff has worked with the Director of the Recreation Department and trusts that those details will be satisfactorily worked out outside of the development review process. As stated in a similar review of site plan details, there are no buildings or lighting proposed. Parking details are being reviewed as part of that site plan process. Access to the field is via a proposed twenty -foot wide access road from Allen Road East. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com The applicant is also proposing a recreation path extension, proposed to be eight feet wide and paved along its entire length, separated from the road by a green strip of varying width. This access road and recreation path is proposed to cross Lot 141A, accessible via easement. The proposed field, access road, and recreation path are situated between several Class III wetlands. The proposed development does not encroach directly into the wetlands, but there are proposed impacts into the associated 50 foot buffer zones. The applicant has submitted a memorandum from Briggs Environmental (attached) to address any potential impacts which may result from the development. Lot and Building Coverage Waivers The entire PUD currently has the following waivers as they apply to single family, and multifamily of 3 units or less: ■ maximum building coverage of 42% ■ maximum overall coverage of 61 % The applicant is proposing to increase these coverages as follows: ■ maximum building coverage of 75% ■ maximum overall coverage of 50% The applicant met with the Director of Planning and Zoning to discuss these requests. Staff would not support a building coverage increase above 70%; staff finds the increase to overall coverage acceptable. 1. The Board approves the following waivers from the Southeast Quadrant Dimensional Standards for single family, duplex, and triplex units: a. Maximum overall coverage of 70% b. Maximum building coverage of 50% Staff recommends that Development Review Board approve Master Plan application #MP-09-01 subject to the conditional items outlined herein. 10 Mansfield View Lane Phone: 802-864-2323 South Burlington, VT 05403 Fax: 802-864-2271 E-Mail: mail@cea-vt.com March 30, 2009 Ms. Cathyann LaRose, Planning Assistant City of South Burlington Planning & Zoning 550 Dorset Street South Burlington, Vermont 05401 Re: South Village Communities. LLC Soccer Field Preliminary and Final Plat PUD Application Preliminary and Final Master Plan Application Dear Ms. LaRose: The attached applications request Final Master Plan and combined Preliminary and Final Plat approval for the inclusion of the proposed soccer field facility to be located on a newly created parcel which ultimately will be owned and maintained by the City of South Burlington. Master Plan Soccer Field - The final Master Plan application seeks inclusion of the expanded Phase I development footprint to include the soccer field , supporting infrastructure and the additional traffic generation in addition to that included in the current Master Plan approval. Lot & Building Coverage - There are a number of situations where the originally approved building and lot coverage maximums have created limitations on the design flexibilities for very small lots and flag lots where the long driveway creates a disproportionate increase in the lot coverage The applicant has met with staff and we understand that staff is supportive a modification to the Master Plan to change the lot coverage from 61 % to 75% and the building coverage from 40% to 50% as it applies to all single-family and multi -family of 3 units and less. These revisions are also part of the requested Master Plan amendment approval. Phase I The applications include the subdivision of a 2.71 acre parcel 11 B and boundary adjustment of Parcel 11A and site plan approval for a City -owned youth soccer field with associated access road, surface parking and a recreation path connection. The proposed soccer field will be located along the east side of Spear Street north of Allen Road East, which is the primary access point to South Village. Highway and recreation path access to the soccer field will be provided from Allen Road East. The soccer field and parking will be located on a parcel of land to be dedicated by South Village Communities to the City of South Burlington. The City will own and maintain the soccer field, and will be responsible for managing all of the associated athletic programs. Ms. Cathyann LaRose Page 2 of 5 March 30, 2009 Subdivision Description The proposed subdivision will create a 2.71 acre parcel for the soccer field (Lot 11 B) and increases the size of existing Lot 11A from 1.62 to 2.07 acres by adjusting its northern property line. Lot 11 B and the additional area in revised Lot 11A will be subdivided from Lot 48 which will be reduce from approximately 187.3 to 184.6 acres. Lot 11, located directly east of Lot 11 A, is designated for a future 100-student school and is not affected by the proposed subdivision. Athletic Program Description The soccer field will be owned by the City and managed by the City Recreation Department. The field will be used by youth soccer and lacrosse for practice sessions and/or games. Teams start at 8 years of age and under, and for this field size, up to the age of 12. The general weekday practice schedule is 4-6 pm for younger ages, and 6-8 pm for the older groups. The majority of games will be played on weekends, typically 9 am to 3 pm on Saturdays, and some Sundays as well. Games will eventually replace some of the weekday evening practice times during the late spring & early summer. The highest usage will be in the spring during May and June, limited use in July and August, and more significant use September and October. Participation will range from 30-40 kids per hour. Site Plan Characteristics and Impacts Soccer Field Design: The proposed youth soccer field is 30 yards wide and 80 yards long. By comparison, adult soccer fields are typically 60 yards wide and 100 yards long. There will be no permanent bleachers, but temporary seating may be used from time to time. Water will be provided at the field, but no permanent bathroom facilities are proposed. There are no other buildings or structures proposed. The field will not have lighting. Parking: On -site parking will be provided in a 62 space gravel parking lot as indicated on the site plan. The number of parking spaces is based on City staff experience with other City recreation fields. The parking lot will allow for a one-way circulation pattern. The parking lot is also laid out to allow for school bus access and circulation. In addition to the on -site parking there will be ten public parking spaces available on - street within 1,000 feet of the soccer field along Allen Road East and Aiken Street. The parking spaces will be connected to the soccer field by sidewalks and the recreation path extension. Additional on -street parking will be available throughout South Village at longer walks. Access: The parking lot will be connected to the highway network with a twenty -foot wide access road that will intersect Allen Road East approximately 275 feet east of the Allen Road East/Spear Street intersection. The access road will be controlled by a stop Ms. Cathyann LaRose Page 3 of 5 March 30, 2009 sign at its intersection with Allen Road East. The intersection of Allen Road East with Spear Street has been reconstructed as part of the overall development project with additional turn lanes and a new traffic signal. Traffic to and from the soccer field will pass through the Allen Road East/Spear Street intersection. The traffic impact is discussed below. The recreation path extension will be 8 feet wide, paved along its entire length and will terminate at a bike parking lot next to the soccer field. The recreation path will be separated from the access road by a green strip of varying width. To avoid impacting the adjacent wetland, the middle section of the recreation path must be placed within a couple of feet of the access road. A safety fence will be provided along this section. The access road and recreation path will cross Lot 11A which will be owned by South Village Communities. An easement across Lot 11A will be provided to the City for the access road and recreation path. Traffic Impact Analysis: Rick Chellman, P.E. conducted the original traffic impact study for South Village and was asked to conduct a preliminary traffic analysis that focused on the Spear/Allen Road intersection. The key points of the analysis are summarized below. The trip generation for the youth soccer field is based on national data available from the Institute of Transportation Engineers as follows and have been added to the overall traffic volumes summarized on the Master Plat Plan • Weekday PM Peak Hour: 21 vehicles trip ends per hour • Saturday AM Peak Hour: 30 vehicles trip ends per hour • Saturday PM Peak Hour: 30 vehicles trip ends per hour • AADT: 300 vehicles per day The estimated traffic from the youth soccer field was added to the projected full -build out traffic from South Village and assigned to the Spear Street/Allen Road intersection. A Level of Service analysis was conducted for the 2013 PM peak hour scenario. The analysis accounts for the new turn lanes and traffic signal, background traffic growth, and traffic from other developments permitted in the Spear Street corridor (as documented in the Traffic Impact Study for South Village, Revised December 22, 2004). Projected 2013 PM peak hour LOS and delays with the soccer field are: • Overall intersection: LOS B, 12.9 seconds • Spear Street northbound approach: LOS A, 8.0 seconds • Spear Street southbound approach: LOS A, 9.5 seconds • Allen Road eastbound approach: LOS C, 23.7 seconds • Allen Road East westbound approach LOS C, 27.5 seconds Ms. Cathyann LaRose Page 4 of 5 March 30, 2009 Traffic volume along Spear Street is generally less on Saturdays than on weekdays, and the trip generation from the youth soccer field is not significantly higher on Saturdays. Therefore, it is reasonable to expect that the Spear/Allen Road intersection will operate with similar or better performance on weekends vs the week. Wetlands: The proposed youth soccer field, access road, and recreation path are situated between three Class III wetlands to the east and north. The proposed project will not encroach directly into these wetlands, but elements of the project will be within the 50' buffer zones around them. Under Article 12.02 Section 3 of the South Burlington Land Development Regulations, three criteria are to be considered in deciding whether to grant approval for these encroachments. The attached memorandum from Briggs Environmental (November 10, 2008) addresses the three criteria. Stormwater Management: Drainage for the soccer field is shown on Sheet C5-11A. For most of the project, any excess surface water will be carried south and west through a system of swales and ditches to the stormwater pond that is located directly south of the Allen Road East/Spear Street intersection. These facilities have been designed so as not to create any net increase in sediment load from the proposed project and has been designed to meet the requirements of the Bartlett Brook Watershed Overlay District. Lot Coverage: The tables below provide the lot coverage under existing conditions and with the proposed subdivision and soccer field development. Existing lot coverage includes the existing utility pads. Proposed lot coverage includes all paved and gravel surfaces. Existing Lot Coverage Lot 63 Lot 11A Lot Size (acres) Lot Coverage 15.9 0% 1.62 0.80% Proposed Lot Coverage Lot 63 Lot 11A Lot 11 B Lot Size (acres) Lot Coverage 12.74 0.0% 2.07 8.1% 2.71 23.0% Additional Information (Read per Article 14.05 D (4)) The anticipated cut and fill for the project is approximately 3,400 CY of fill to be borrowed from the nearby spoil pile from the Phase I infrastructure work. The amount of granular fill import to the site is estimated at 500 CY. Total disturbance area is 3.5 acres. The estimated cost for the site improvements is outlined below Site preparation .. ........ $ 150,000 Ms. Cathyann LaRose Page 5 of 5 March 30, 2009 Based upon the limited number of issues associated with the project, the applicant is seeking a consolidation of the preliminary and final plat hearings to facilitate project scheduling. Please find attached a completed application and supporting plans for this proposed facility. If you should have any questions, please feel free to contact me at 864-2323 x310. Respectfully, bavid S. Marshall, P.E. Project Engineer \dsm Enclosures: Seven (7) Full Size and Nine 11" x 17" reduced Size Plan sets including: Plans by Civil Engineering Associates, Inc. Date Revised S-1.0 Master Plat Plan Aug, 2004 3-30-09 S-1.1 Master Plan Phasing Aug, 2004 3-30-09 S-1.2 Master Plan Phasing - North Aug, 2004 3-30-09 S-1.3 Master Plan Phasing - South Aug, 2004 3-30-09 S1.3 Phase I Plat Plan July, 2004 3-25-09 S1.3A Phase I Plat Plan July, 2004 3-25-09 C-5.11 Soccer Field Overall Site Plan March, 2009 C-5.11A Soccer Field Plan March, 2009 C-5.11 B Soccer Field EPSC Plan March, 2009 C-5.11C Soccer Field EPSC Specs March, 2009 C-5.11 D Soccer Field EPSC Details March, 2009 C-5.11 E Soccer Field Site Details March, 2009 C-5.11 F Soccer Field Specifications March, 2009 C-5.11 G Soccer Field Specifications March, 2009 C-5.11 L Soccer Field Landscaping Plan March, 2009 Master Plan Application (w/ fee $500 + $11 filing = $511) Preliminary Plat Applic. (w/ fee for 2 lots x 100/lot + $500 + $11 filing = $711) Final Plat Application (w/ fee $500 + $11 filing = $511) Article 12.02 Wetland Buffer Narrative Abutter List Landscaping Cost Estimate cc: CEA File 01243.00 (11x17 plans); D. Scheuer (full size plans) (all w/encl) C \1 Let\o1243\Phase I\Permittinq\Local\Soccer Field\LaRose Cover Letter.wpd Gilman & Briggs Environmental 1 Conti Circle, Suite 5, Barre, VT 05641 Ph: (802) 479-7480; FAX: (802) 476-7018 gbenvironmentalgearthlink. net DRAFT MEMORANDUM To: Dave Marshall From: Art Gilman Date: 10 November 2008 Re; South Village, proposed soccer field I have inspected the plans for the proposed soccer field at South Village Communities on Spear Street in South Burlington. The field is to be located just north of Allen Road and adjacent to Spear Street on Lot 11B. The area is an old field, abandoned to agriculture about 30 years ago, and the vegetation consists primarily of grasses, herbs, and a few low shrubs. There are three wetlands adjacent to this area, as delineated by our office in 2001 and shown on the Drawing C5.11 titled "Grading and Drainage Plan — NW." These are Class III wetlands. One, on the southeast side of Lot 1 lb and mostly within Lot 11A is a shallow marsh in a depression; as can be seen on the plan, this area was ditched by the farmer in an ultimately unsuccessful attempt to drain it. However, during heavy rains or snowmelt, surface water can drain south and east out of this wetland via this ditch toward Munroe Brook. The other two wetlands are along the north edge of Lot 11B are also depressional and are characterized mostly by a dense growth of reed -canary grass. These wetlands are supported by a perched water table on level and have no apparent drainage. Presumably, any surface water input slowly infiltrates the soil. These wetlands were found to be significant primarily for the function of protection of surface and ground water, either through trapping of sediments or uptake of nutrients — these functions being due to the dense vegetation within the wetlands. There is little input of sediments or nutrients at present. Chemical alteration of toxicants could be a function if toxicants were input, but this seems unlikely to be occurring. This function was found to be significant for all the Class Three wetlands on the South Village property in the aggregate, with each individual wetland performing it to a minor degree. Because they are depressional, they may also play a minor role in stormwater storage, although they are smaller (i.e. have a smaller storage volume) than is generally considered significant for this function, especially the two small wetlands on the north. Because the larger wetland has an outlet, its significance for stormwater storage is also lessened. They were not found to be significant for the functions of fisheries, wildlife habitat, hydrophytic vegetation, threatened or endangered species, education or research, recreation or economic benefits, or erosion control. They are visible from a public way, but do not stand out as distinct elements in the landscape and therefore are not significant for aesthetics and open space. The proposed project will not encroach directly into these wetlands, but elements of the project will be within the 50' buffer zones around them. Under Article 12.02 Section 3 of the South Burlington Land Development Regulations, three criteria are to be considered in deciding whether to grant approval for these encroachments. These are discussed here: (a) The encroachment(s) will not adversely affect the ability of the property to carry or store flood waters adequately The proposed soccer field will not adversely affect this function. The area is not in a flood zone and has no adjacent stream or river to provide input. The only input is from precipitation, and although water may occasionally pond in the depressions that the wetlands are located in, the configuration of the depressions and the existing drainage will not be altered. Therefore, storage capacity will not be decreased in any way. Drainage for the project is shown on Sheet C5-11. For most of the project, any excess surface water will be carried south and west through a system of swales and ditches to a stormwater pond that is located south of Allen Drive. I have been advised by the Engineer that this stormwater pond has been designed to meet the Bartlett Brook Watershed Overlay District. A minor amount of water will enter the larger wetland via overland flow, i.e., from the area of the new recreation path, the new bike park, and the south side of the new gravel parking lot; however, this should not exceed the amount that currently enters the wetland through normal overland flow. In my judgment it will not affect the storage capacity of the wetland in any way. (b) The encroachment(s) will not adversely affect the ability of the proposed stormwater treatment system to reduce sedimentation according to state standards. As noted above, the project's stormwater treatment plan is designed to meet state standards. The wetlands themselves are not part of the design, and will remain unaffected themselves. Any sediments from runoff from the proposed recreation path, bike park, and parking, will be very minor due to level topography and grassed intervening areas, so the natural function of the wetlands for this purpose will also be unaffected. (c) The impact of the encroachment(s) on the specific wetland functions and values identified in the field delineation and wetland report is minimized and/or offset by appropriate landscaping, stormwater treatment, stream buffering, and/or other mitigation measures. If these wetland areas are maintained in their natural condition, they will continue to perform the identified function of surface and groundwater protection. It is possible that I the wetland off the edge of the field just north of the goalposts will be mowed, but maintaining a grass cover will, in my opinion, be adequate to maintain the ability of the wetland to capture sediments and take up nutrients. It would be well not to use herbicides or known toxicants in the vicinity of the wetlands. I would also note that a number of street trees (11 by are shown on Sheet C5.11) are planned in the 50'buffer zones as well; these will be beneficial to wetland functioning.