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Home My WebLink AboutBATCH 11 - Supplemental - 1840 Spear Street#SP-08-117 CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING AND ZONING SOUTH VILLAGE COMMUNITIES, LLC - 64 AIKEN STREET SITE PLAN APPLICATION #SP-08-117 FINDINGS OF FACT AND DECISION 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 Development Review Board held a public hearing on Tuesday, January 20, 2009. Dave Marshall represented the applicant. Based on testimony provided at the above mentioned public hearing and the plans and supporting materials contained in the document file for this application, the Development Review Board finds, concludes, and decides the following: FINDINGS OF FACT 1. The applicant is seeking site approval to construct a 12 unit multi -family dwelling, 64 Aiken Street. 2. A similar request was made and approved by the board in May 2008; however the applicant did not record the Mylar in time and the approval lapsed. As part of this application, the applicant has also addressed some previous concerns by the Board. 3. The application was received on December 12, 2008. 4. The owner of record of the subject property is South Village Communities, LLC. 5. The subject property is located in the Southeast Quadrant Zoning District. 6. The plans submitted consists of a 15 page set of plans, page four (4) entitled, "Lot 4 Condominiums Planting Plan", prepared by Civil Engineering Associates, Inc., dated 4/28/08. 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. Should the Development Review Board approve the applicant's request for a waiver of overall coverage as part of related applications (SD-08-24 and SD-08-25), 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). 1 FAUSERS\Planning & Zoning\Development Review Board\Findings_Decisions\2009\SouthVillage\sp_08_117_ffd.doc #SP-08-117 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 shared 20' curb cut from Aiken Street. This is a private entrance drive. The Board has no concerns with the proposed curbcut. The twelve (12) proposed units require twenty-seven (27) parking spaces. The site plan includes parking for 27 vehicles (eighteen spaces in the subsurface garage, nine spaces in the proposed parking area and access drive). However, based on the site plan submitted, the subsurface parking space dimensions do not meet the standards of the South Burlington Land Development Regulations. The plans should be revised to ensure that the underground parking spaces meet the requirements of Table 13-8 of the South Burlington Land Development Regulations. Pedestrian movement is adequate. (b) Parking shall be located to the rear or sides of buildings to the greatest extent practicable. Parking is proposed to be located to the side 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 roof of the proposed building is a hybrid of flat and pitched. The height of the building is proposed to be 37.6 feet to the midpoint of the eave for the sloped portion of the roof. The height of the building to the top of the flat portion of the roof is proposed to be 38 feet. The maximum height for a flat roofed building is 35 feet. The maximum height for a pitched roof building is 40 feet. The Board previously discussed this matter and determined that they wish to classify this building as a flat roof building, thereby necessitating a height waiver of three (3) feet. The Board previously granted a height waiver of three feet. (d) Newly installed utility services and service modifications necessitated by exterior alterations or building expansions shall, to the extent feasible, be underground. The South Burlington Water Department has reviewed the plans and provided comments in a letter dated May 8, 2008. 2 FAUSERS\Planning & Zoning\Development Review Boa rd\Findings_Decisions\2009\SouthVillage\sp_08_117_ffd.doc #SP-08-117 (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 building. The proposed building is 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 elevation of the proposed building. The proposed building is 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 accessed 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. The Board 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 dumpsters are proposed to be located within the parking garage. (d) Landscaping and Screening Requirements Based on submitted building costs of $1,536,000, the minimum landscaping budget should be $22,860. The applicant is proposing $22,970 in landscaping. 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. 3 FAUSERS\Planning & Zoning\Development Review Boa rd\Findings_Decisions\2009\SouthVill age\sp_08_117_ffd.doc #SP-08-117 The plans do include landscaping around the utility cabinets. 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. A note on the site plan ensures that a bicycle storage rack is to be included in the garage. 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 for building mounted lights; they meet the standards set forth in the South Burlington Land Development Regulations. There is no proposed ground or pole -mounted lights. Other The City of South Burlington Fire Chief has not yet reviewed the plans or provided comments. 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 Committee has been reduced to merely two members who have not been able to meet. The Planning Commission is working with staff to redesign the scope and function of this Committee. In the interim, staff recommended that the Development Review Board function as the Design Review Committee in oversight of this project. The applicant has submitted all the details which would facilitate this review. The Board has also reviewed the design specifications for the proposed multi -family and has no concerns or objections and finds it in compliance with the general goals of the Comprehensive Plan for the Southeast Quadrant. DECISION Motion by , seconded by k6r-W to approve Site Plan Application SP-08-117 of South Village Communities su ject to the following conditions: 1. All previous approvals and stipulations which are not superseded by this approval shall remain in effect. 2. This project shall be completed as shown on the plans submitted by the applicant and on file in the south Burlington Department of Planning and Zoning. 4 F:\USERS\Planning & Zoning\Development Review Board\Findings_Decisions\2009\SouthVillage\sp_08_117_ffd.doc #SP-08-117 3. The plans shall be revised to show the changes below and shall require approval of the Administrative Officer. Three (3) copies of the approved revised plans shall be submitted to the Administrative Officer prior to permit issuance. a. The site plan shall be revised to ensure that all parking spaces meet the requirements of Table 13-8 of the SBLDR. b. The plans shall be revised to show snow storage areas. c. The plans shall be revised to comply with the requests of the South Burlington Fire Chief, if necessary. d. The plans shall be revised to comply with the requests of City Arborist, if necessary. 4. Prior to permit issuance, the South Burlington Fire Chief shall review the plans and provide comments. The applicant shall adhere to the comments of the City of South Burlington Fire Chief, if necessary, the plans shall be revised accordingly. 5. The applicant shall adhere to the comments of the South Burlington Water Department per the letter dated May 8, 2008. 6. 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. 7. The Board grants a height waiver of three (3) feet for a maximum height of 38 feet. 8. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. 9. Prior to permit issuance, the applicant shall post a $22,860 landscaping bond which shall remain in full effect for three (3) years to assure that the landscaping has taken root and has a good chance of survival. 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 occupancy of the structure. 12. Any change to the site plan shall require approval by the South Burlington Development Review Board or the Administrative Officer. FAUSERS\Planning & Zoning\Development Review Boa rd\F ndings_Decisions\2009\SouthVillage\sp_08_117_ffd.doc \ #SP-08-117 Mark Behr —e/nay/abst In/not present Matthew Birmingham nay/abstain/not present John Dinklage — yea/nay/abstain not presen Roger Farley — - nay/abstain/not present Eric Knudsen — e nay/abstain/not present Peter Plumeau —yea/nay/abstain of presen Gayle Quimby — ea nay/abstain/not ores Motion carried by a vote of (;�- O - 0 Signed this 16'0 day of ANvAK-*"i 2009, by ark Behr, Vice Chairman Please note: You have the right to appeal this decision to the Vermont Environmental Court, pursuant to 24 VSA 4471 and VRECP 5 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). 6 F:\USERS\Planning & Zoning\Development Review Board\Findings_Decisions\2009\SouthVillage\sp_08_117_ffd.doc i I 4y- / ^� /Lo fol fir`+ � IA L. / \ / SOLSOPbC4 I V.= 362 4 - ')ejyr Mqm'f / / � � T�. 0 ;u yy,..an ### INV. 361 IN +93 El / v y ALL _ c r STA r I CB 1- STF 2 4- 8 / - I 5' RIM 368.1 Oail— I y f ._. 'U I % - \ III r'd4 .._" '• 9,m5>. s56x 135�o g i NV. /k,3 n�mm 4 ` am. �. ,,,.c 7_ �X. 5 \ INV,= 356 INV.= 357.211 N (42" W)=356.8--------- T` NV. IN (10" I45,)-3 7-0— - (42"E)=356.7 / T� INV. IN (42")=356.1 I / / INV. IN (4")=356.1 15 \5tj� W1[i1.Ir.� / / INV. OUT 56.0° I _ .. D M H 8 I J� i N _, i. wa 50t, l L. RIM= y IS 6,,pl.E 1 z /I I INV. N=3 9-� INV. OUT 35 5 . 1 �� o0 CB 342_ 3J 35y�4 = 6(5.4 W:. / I V' IN 6 d .:� - \ 50' WETLY /I 1'N�(.S --r 5�8.8 co /�_ZS BUFFER l / INV. OUT=358.719. 1 � INV.= 3 a LDr CIV � �-1, pp Ga...uccaoc sr . � sb— /w`fo 3m 7r �. 4ft ' ej 1 i.o ;n s.: sn tos.t I, ou / Mopee r y LI wtc \ blot I OJ C.uu PEP CB 37 �TA/ 221 +30.8 AO,�VXM j� LOT RIM=3 INV. N63359.5 / / 404C A E. s Cos t �,. \ INV. OY� =359.4 southburlington PLANNING & ZONING MEMORANDUM TO: South Burlington Development Review Board FROM: Cathyann LaRose, Associate Planner' L RE: Agenda #4, Sketch plan application #SD-09-01 DATE: February 9, 2009 South Village Communities, LLC, hereinafter referred to as the applicant, is seeking sketch plan review to amend a previously approved Master Plan forA) 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 application on February 3, 2009 and was generally in favor of the application. However, because the applicant did not post the required placard to advise the public of the hearing, the Board voted to continue the application 2 weeks to allow adequate posting time. 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 20.7 acres); this new lot and increase will be taken from Lot 63 (labeled on the original Master Plan as Agricultural and Open Space). Lot 63 will thus be reduced from 15.9 acres to 12.7 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. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com Access to the field is via a proposed twenty -foot wide access road from Allen Road East. 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 propose to cross Lot 141A, accessible via easement. The proposed field, access road, and creation path are situated between several Class III wetlands. The proposed development do 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. Staff recommends that the applicant proceed to the next level of plan review, subject to the conditional items in this report. ( 1 BORE W PPE UNDER ' I 1 X 370.7 ' W/ PIPE WETLAND IMPACT I — �. W/ 11 �� i �r470.0 D END SEtIW 37 - �. - - - I--071.0 . . . . . I + ! 39 .36' I _ I I 372 373 3. / PRopOsW PROPERTY LINE II � — -� — — / LOT t1B _ _ j / i i ! 3>a•. ' % ca 2.71 ACRES — VA / I I ' ` ".:e•-:_,- - is � f I�l 1 I -f. 1 *3 . Ian' ' •\" �, ' \ VL11 r Ir 1 Wes! � • .• 1 + W `^., h GRAVEL PARKIN 41 I�I� it I ,��— �:•. ,:a'.-:.:::.-.°s . X'372_ I� / I / i \� ' — —�._ ' REVISED LOT LINE LO+ VA r II Ir 1\ I r n / • - - 2.07 A�RES 1-- -' J i X 374 7 1 J 111 \ I i J7 i i 1 . NEW eOCE PARK I' 7 37 37 I - VSTAli_ A BLOCK I+ RETAINING WALL TO VOID _ ++ 'WFTL'ANb IMPACT ' \ I PLAMB PREIPAMM RY1 1 / CIYIL E14GIMEEKING ASSCN.'U\TES, INC. JO A SARDNEWwE. SOUI "UMIMM 17 M+os / ea¢eesma sAx: eorau-mr w.e: »ww..acan mums ACL X 378.7 ' �� D3�A I O�/ APPMUM D 15-8� 63 , APPLICANT. x 3a, .2 SOUTH VILLAGE It COMMUNITIES, LLC. PROAWT COMBIILTMM' P m `' LANDUSEPLANNER/MCW1FCT " \ E C E V LOONEY RICKS KISS -- — — — -� NASHVILLE. 7N \ \ \ \ �\ ., �' �'� • m . -. CM ENGINEER \\ CIVIL ENGINEERING ASSOCIATES `\ SHELBURNE, VT \\ City of So. Burlington TRAFFIC ENG/NEER 1 i X 379.6 TND ENGINEERING OSSIPEE NH I �•---- --'—� 380 LANDSCAPE ARCH17ECT LAND -WORKS I MIDDLEBURY, VT PROJEOr MIX: all ''1JJ I I `\ a ! X 380.8 SPEAR STREET AND I I1: I p 1 ` 1 I !� \ ALLEN ROAD 1 A sEc�Mevl' BL ,! � SOUTH BURLINGTON, VT AINI WALL Tb Y 'D / I I' 6� 7 IMPACT . 1 / �� - ' , ' /^� � ;`� 11 A I \ �8$ J � LEGEND + Ib , I , , tO NS - PROPOSED TLIE POSETER \50CAP — — PROPOSED STORM WATER LINE iNECFEC PATH PROPOSED ELECTRICLINEENT �—PROPOSED W UNE10 X 374.a 1PROPOSED UNDER~ ---_7ILOT 1A PROPOSED TREES B 1 - STA 100+40 I f I -360.2 \ 1 EW EG PATH / . _ - - ` , msnND WETLANDS � 38 W \ 4- 4'1AAPl6-_-. -'.I FENCE-/ . . . . . . 7. II � 374.3 \\ X 377.3 i /J3g0 mas au® mnsa too ACC6$S 318 /� /� 1•(/� iD i I 1 \ 1 I for - i \ •� 1 /It '� EASEMENT ACROSS LOT t1A 1 i 0 I It �- -`_ , t , .` _ .., •.,, .�� _ " --`"= --; GRADING + I 2 _ _ u ________-- DRAINAGE \ 6 E -356.6 I------------ - PLAN - NW 13 ..a 2�00 munro mom X376.0RAPHIC SCALE ?r I I � _ !I \ ,� `�� ♦ 1 -l• �I a w m w j me � l^_ 1 3>q ` ^ `- 4+6fi` I PHASE I UM � %1 F RECREATION r w 5.1 1 X 3 4,4 PATH CONSTRUCg10N (n1 yeT) 1• \\ f J"k e6 r- I �2�� .-- fernativ,e t C k• r� � � ,�• +-'� � �",� /sue/} � �`��+• � f �I � •,�i � � . s , 70 IL 3*71 ilk 48" . 4 GAUGE - kif M 48" TALL 6 GAUGE li till NA .. ....... 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Fax 215 676-9756 wwwjerith.com 2 Gauge 4 Gauge 6 Gauge email: sales@jerith.com Verucals Verticals Verticals Jerith, America's Fencing Choice-, Ornamental Fences of Distinction", FencCoat-, and HS-35- are all trademarks 48" Tall of Jerith Manufacturing Co., Inc. C, 2005 Jerith Manufacturing Co., Inc. All Rights Reserved. Your local Jerith Dealer is: 6079 Tall To be used for - South Village Soccer Field 72" Tall south PLANNING & ZONING MEMORANDUM TO: South Burlington Development Review Board FROM: Cathyann LaRose, Associate Planner RE: Agenda #5, Sketch plan application #SD-09-02 DATE: February 9, 2009 South Village Communities, LLC, hereinafter referred to as the applicant, is seeking sketch plan review 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 15.9 acre parcel (lot #63) into three (3) lots of 2.71 acres (lot #11 B), 0.45 acres to be added to lot 11A, and 12.7 acres (remaining lot #63), and 2) developing lot #11 B into a publicly owned soccer field with associated parking, 1840 Spear Street. The Board reviewed the application on February 3, 2009 and was generally in favor of the application. However, because the applicant did not post the required placard to advise the public of the hearing, the Board voted to continue the application 2 weeks to allow adequate posting time. 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 tel 802.846.4106 fax 802.846.4101 www.sburl.com (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. 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 should also reflect the amount of the parking lot which will be landscaped. 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. Other The plans should be revised to include an area for the location of the portable toilets. Staff recommends that the applicant proceed to the next level of plan review, subject to the conditional items in this report. wl r1s, southi' r l tyton PLANNING &ZONING MEMORANDUM TO: South Burlington Development Review Board FROM: Cathyann LaRose, Associate Planner. RE: Agenda #6, Sketch plan application #SD-09-02 DATE: January 29, 2009 South Village Communities, LLC, hereinafter referred to as the applicant, is seeking sketch plan review 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 15.9 acre parcel (lot #63) into three (3) lots of 2.71 acres (lot #11 B), 0.45 acres to be added to lot 11A, and 12.7 acres (remaining lot #63), and 2) developing lot #1113 into a publicly owned soccer field with associated parking, 1840 Spear Street. 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. (d) Newly installed utility services and service modifications necessitated by exterior alterations or building expansions shall, to the extent feasible, be underground. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com (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. (i) 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. 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 should also reflect the amount of the parking lot which will be landscaped. 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. Other The plans should be revised to include an area for the location of the portable toilets. Staff recommends that the applicant proceed to the next level of plan review, subject to the conditional items in this report. dX o southburlington RECREATION & PARKS TO: Ray Belair, Zoning Administrator FROM: Tom Hubbard, Recreation Director RE: Proposed athletic field at South Village DATE: January 28, 2009 It has been brought to my attention that Joe Segale will bring sketch plans to the DRB meeting on February 3�d to discuss a proposed multi -use athletic field/parking/rec path plan on behalf of South Village. Several of us have worked cooperatively with Joe in putting this together, including myself, Bruce Hoar, and Chuck Hafter from the City, and David Scheuer from South Village. In addition, the Recreation Path Committee has reviewed and approved the proposed recreation path. We are in agreement with what has been submitted, representing our collective efforts, and excited to have a plan for an active recreation space in the southern part of the city. We look forward to continuing our work together with South Village as this process moves forward. do k—*Oouth PLANNING & ZONING MEMORANDUM TO: South Burlington Development Review Board FROM: Cathyann LaRose, Associate Planner RE: Agenda #5, Sketch plan application #SD-09-01 DATE: January 29, 2009 South Village Communities, LLC, hereinafter referred to as the applicant, is seeking sketch 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 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 63 (labeled on the original Master Plan as Agricultural and Open Space. Lot 63 will thus be reduced from 15.9 acres to 12.7 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. 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 11A, accessible via easement. 575 Dorset Street South Burlington, VT 05403 tel 802.846,41 06 fax 802,846.41 01 www.sburl.com The proposed field, access road, and recreation path are situated between several Class III wetlands. The proposed developments do 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. Staff recommends that the applicant proceed to the next level of plan review, subject to the conditional items in this report. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802,846.4101 www.sburi.com PLANNING & ZONING January 22, 2009 South Village Communities, LLC Attn: Joe Segale 70 South Winooski Ave. Burlington, VT 05401 Re: South Village Feb. 3, 2009 Hearing Dear Property Owner. - Enclosed is the draft agenda for the February 3, 2009 South Burlington Development Review Board Meeting. It includes an application for development on your property. This is being sent to you and the abutting property owners to make aware that a public meeting is being held regarding the proposed development. The official agenda will be posted on the City's website (www.sburl.com) by the Friday prior to the meeting. 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 local regulatory proceeding shall consist of offering, through oral or written testimony, a statement of concern related to the subject of the proceeding." If you would like to know more about the proposed development, you may call this office at 846-4106, stop by during regular office hours, or attend the scheduled public meeting. Sincerely, Betsy McDonough Brown Planning & Zoning Assistant Encl. Cc: Dave Marshall 676 Dursat a'trsa.t South Rurlixng.ton, YT 05403 Rat SIf2.84 t0i; lax 90,2,846-41.01 Wrr1 .Fbur ,G0M January 22, 2009 South Village Communities, LLC Attn: Joe Segale 70 South Winooski Ave. Burlington, VT 05401 Re: South Village Feb. 3, 2009 Hearing Dear Property Owner: Enclosed is the draft agenda for the February 3, 2009 South Burlington Development Review Board Meeting. It includes an application for development on your property. This is being sent to you and the abutting property owners to make aware that a public meeting is being held regarding the proposed development. The official agenda will be posted on the City's website (www.sburl.com) by the Friday prior to the meeting. 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 local regulatory proceeding shall consist of offering, through oral or written testimony, a statement of concern related to the subject of the proceeding." If you would like to know more about the proposed development, you may call this office at 846-4106, stop by during regular office hours, or attend the scheduled public meeting. Sincerely, 6Eb�&M-- Betsy McDonough Brown Planning & Zoning Assistant Encl. Cc: Dave Marshall 575 Dar -sal, Strpet v.,01r1h Hurl nglan, YT> 05403 1m 8i42.,��s. ��tt� 4ax 002.8. A101 ,s#aur+.ca m South, urfington T,LANNTK C & zaNIPk January 22, 2009 William & Gail Lang 1675 Dorset Street South Burlington, VT 05403 Dear Property Owner: Enclosed is a copy of the draft agenda for the_February 3 2009 South Burlington Development Review Board meeting. The enclosure includes a proposal that abuts property you own. The official agenda will be posted on the City's website (www.sburl.com) by the Friday prior to the meeting. 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 local regulatory proceeding shall consist of offering, through oral or written testimony, a statement of concern related to the subject of the proceeding." If you would like to know more about the proposed development, you may call this office at 846-4106, stop by during regular office hours, or attend the scheduled public meeting. Sincerely, ?Betay.(D6on&oug(h`Brown Planning & Zoning Assistant Encl. 675 Dorset Strut Suuth 8urtjaspan, VT D5403 gel ��.�� ..�€1� fax 8(12.94B,4301 a vjw,��$ur .��a January 22, 2009 Carolyn Long 1720 Spear St. South Burlington, VT 5403 Dear Property Owner: Enclosed is a copy of the draft agenda for the_February 3 2009 South Burlington Development Review Board meeting. The enclosure includes a proposal that abuts property you own. The official agenda will be posted on the City's website (www.sburi.com) by the Friday prior to the meeting. 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 local regulatory proceeding shall consist of offering, through oral or written testimony, a statement of concern related to the subject of the proceeding." If you would like to know more about the proposed development, you may call this office at 846-4106, stop by during regular office hours, or attend the scheduled public meeting. Sincerely, 66� e erV — Betsy McDonough Brown Planning & Zoning Assistant Encl. 575 Oars'" tra*t Sou" 91srlaflOG,ra, VT 105403 tal 50,. 4*a.t10A fax =ssrra .sbur�.som r ► ruld southburhnoon PLANNING & ZONING January 30, 2009 South Village Communities, LLC Attn: Joe Segale 70 South Winooski Ave. Burlington, VT 05401 Re: February 3, 2009 Hearing — 1840 Spear Street Dear Mr. Segale: Enclosed is the agenda for next Tuesday's Development Review Board meeting and staff comments to the Board. Please be sure that someone is at the meeting on Tuesday, February 3, 2009 at 7:30 p.m. If you have any questions, please give us a call Sincerely, je�---- Jana Beagley Planning & Zoning Assistant Encl. 575 Dorset Street South Burlington, VT 05403 tel 802,846.4106 fax 802.846.4101 www.sburi.com Gilman & Briggs Environmental 1 Conti Circle, Suite 5, Barre, VT 05641 Ph: (802) 479-7480; FAX: (802) 476-7018 gbenvironmental@earth]ink. 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 1113. 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 11 B 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 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 (I 1 by are shown on Sheet C5.11) are planned in the 50'buffer zones as well; these will be beneficial to wetland functioning. 1. c5outhvillage RECONNECT January 5, 2009 Ms. Cathyann LaRose, Assistant Planner City of South Burlington 575 Dorset Street South Burlington, VT 05403 RE: South Village PRD — South Village Communities, LLC Sketch Plan Application to Amend Master Plan and Phase 1 Plat South Burlington/South Village Soccer Field Dear Ms. LaRose: The attached applications request sketch plan review for a proposed amendment to the previously approved South Village Master Plan and the Phase 1 plat. This cover letter provides additional information to support the applications. The applications include subdividing parcels 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. Subdivision Description The proposed subdivision will create a 2.71 acre parcel for the soccer field (Lot 11B) and increases the size of existing Lot 11A from 1.62 to 2.07 acres by adjusting its northern property line. Lot 11B and the additional area in revised Lot 11A will be subdivided from Lot 63 which will be reduce from approximately 15.9 to 12.7 acres. Lot 11, located directly east of Lot 11A, 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 Ms. Cathyann La Rose, Assistant Planner Sketch Plan Review for South Burlington/South Village Soccer Field January 5, 2009 Page 2 of 4 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 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. Ms. Cathyann LaRose, Assistant Planner Sketch Plan Review for South Burlington/South Village Soccer Field January 5, 2009 Page 3 of 4 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. Preliminary 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: • Weekday PM Peak Hour: 21 vehicles per hour • Saturday Peak Hour: 30 vehicles per hour 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 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. 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 Ms. Cathyann LaRose, Assistant Planner Sketch Plan Review for South Burlington/South Village Soccer Field January 5, 2009 Page 4 of 4 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 C5-11. 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. According to the site engineer, Civil Engineering Associates, the stormwater pond can accommodate any additional run-off from the proposed project and has been designed to meet 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 11B Lot Size (acres) Lot Coverage 12.74 0.0% 2.07 8.1% 2.71 23.0% If you have any questions, please feel free to call me at 863-8323 or is@retrovest.com. ce re ly, 6� 4 oseph Segale, P.E. Project Manager cc: David Marshall, P.E. Attachments Permit Number SD- J l^ - 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 OF RECORD (Name as shown on deed, mailing address, phone and fax #) so.-14-f1 V L L C. • '76 2) LOCATION OF LAST RECORDED DEED (Book and page #) &{_, 41ci F,> 4Sy - 3) APPLICANT (Name, mailing address, phone and fax #) Joe �� p �a��•�, �6?✓-�3j 4) APPLICANT'S LEGAL INTEREST IN THE PROPERTY (fee simple, option, etc.) 5 I nZV - 5) CONTACT PERSON (Name, mailing address, phone and fax #) C,oe�L:�,C_� 6) PROJECT STREET ADDRESS: l 0' Lit'-:) S4rC_" J 7) TAX PARCEL ID # (can be obtained at Assessor's Office) 8) PROJECT DESCRIPTION a) Existing Uses on Property (including d ion and size of each separate use) b) Proposed Uses on property (include description and size of each new use and existing uses to main) o �► Gci < <S r- VG Cam? ' ✓� 4- c) Total building square footage on property (proposed buildings and existin buildings to remain) d) Proposed height of building (if applicable) No-r e) Number of residential units (if applicable, new units and existing units to remain) b.P2 r . 10 W A- ('�- ` IA2 F L L. I w l� r 2 A2? (T S TFq=C5,P6 S C- D f) Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable) 5EC- Z fygDc r4a,,-•*4- 9) LOT COVERAGE a) Building: Existing % Proposed _% LoT b) Overall (building; parkin ,outside storage, etc) LOT i (A, h 0 Existing% Proposed % • l 6/6 -q 3 0 ��c 5 e c:a c) Front yard (along each street) Existing 1,1Q, % Proposed i✓A 10) TYPE OF EXISTING OR PROPOSED ENCUMBRANCES ON PROPERTY (easements, covenants, leases, rights of way, etc.) "faa QIP��;-�7 0 LL>* 11A S v 11) PROPOSED EXTENSION, RELOCATION, OR MODIFICATION OF MUNICIPAL FACILITIES (sanitary sewer, water supply, streets, storm drainage, etc.) ACZe5 o r o o/ i SxGerroi6( fve uc.�s v�P' G ��., 5� CuV2r 4a 4-� 12) OWNERS OF RECORD OF ALL CONTIGUOUS PROPERTIES & MAILING ADDRESSES (this may be provided on a separate attached sheet) <;,oe— c, -H -cr C"6 S - - 13) ESTIMATED PROJECT COMPLETION 14) 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 sketch subdivision application fee is $125. I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my lmowLedge. Do not write below this line DATE OF SUBMISSION: //�-/U --r I have reviewed this sketch plan application and find it to be: �? Complete � ❑ Incomplete of Planning & Zoning or Designee Date Permit Number SD- 0 q - 0 1 APPLICATION FOR SUBDIVISION SKETCH PLAN REVIEW SOvT I4 V l LLA.(,yE �Acs."j L 'FLAI,14 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 OF RECORD (Name as shown on deed, mailing address, phone and fax #) Svy V � �1qq. �-I-eS. LLL ; 76 k ► ye c .?c.u.- lr� —V4 2) LOCATION OF LAST RECORDED DEED (Book and page #) 8V- 41 cj PG 4✓- zi - 3) APPLICANT (Name, mailing address, phone and fax #) \)oe SaJ4-h 1 i notes i Ve s ter i'%,v►�o� Y� 4) APPLICANT'S LEGAL INTEREST IN THE PROPERTY (fee simple, option, etc.) 5) CONTACT PERSON (Name, mailing address, phone and fax #) wE 5e4g,&,l_Z 6) PROJECT STREET ADDRESS: I S LJO 7) TAX PARCEL ID # (can be obtained at Assessor's Office) 8) PROJECT DESCRIPTION a) Existing Uses on Property (including b) Proposed Uses on property (include main) LOG. c) Total building square footage on ription and size of each separate use) 4 , AY�s 4-. I ra 0 a ti tion and size of each new use and existing uses to Jre 4rr-4 VG 7 LP? "fi"7 (proposed buildings and existin buildings to remain) -47, t11- s-42J; V((Y45iel— d) Proposed height of building (if applicable) NyT k?FLI CA, F> (—& e) Number of residential units (if applicable, new units and existing units to remain) o ,4.,ZVt-t-iol.1aLLI w4—A�>c7�S fV=C? p6Sz D f) Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable) -45e 15- .3 :! T5 C4�yC—R LE t-t'VZ �Pa ?- &Wl r 1,14-4- kfATiod-1 9) LOT COVERAGE a) Building: Existing % Proposed__4-6i% � b) Overall (building, parkin , outside storage, etc) LOT It p. LoT I1 Existing_ Proposed % c;cs v�IL c) Front yard (along each street) Existing-.! is., _% Proposed I✓� % L'�� 10) TYPE OF EXISTING OR PROPOSED ENCUMBRANCES ON PROPERTY (easements, covenants, leases, rights of way, etc. o �cc.ser►�e� -� G r 42(M. -P-6 , '4c6a55 A>"-c/ 6qvtid Z.,L>+ 11A - sea cg ya - re 11) PROPOSED EXTENSION, RELOCATION, OR MODIFICATION OF MUNICIPAL FACILITIES (sanitary sewer, water supply, streets, storm drainage, etc.) ACAc�s 'Rom( t V_,zx- 'PC,- 4cis S06Gelr yr c (::;::vev' Ge 4-� 12) OWNERS OF RECORD OF ALL CONTIGUOUS PROPERTIES & MAILING ADDRESSES (this may be provided on a separate attached sheet) 13) ESTIMATED PROJECT COMPLETION DATE GJe�7-�-een L-)P,,- A99IFFs. 14) 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 (I I" x 17") of the plans must be submitted. A sketch subdivision application fee is $125. 2 I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowje�ge. Do not write below this line DATE OF SUBMISSION: /y / I have reviewed this sketch plan application and find it to be: LIB Complete U Incomplete V �� //;�� of Planning & Zoning Designee MEMORANDUM TO: Michelle Holgate FROM: Raymond J. Belair, Administrative Office DATE: January 30, 2009 RE: Certificate of Occupancy- Lot #19 Duplex The application and fee you submitted for a Certificate of Occupancy for the duplex on lot #19 is being returned to you. It is being returned because Section 17.03 (B) of the Land Development Regulations (copy enclosed) does not require a Certificate of Occupancy for a two-family dwelling. 575 Dorset Street South Burlington, VT 05403 tel 802,846.4106 fax 802.846.4101 www.$burl.com 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 collectively "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; WHEREAS, Owners obtained approval from the South Burlington Development Review Board for a subdivision consisting of a lot that includes area labeled as Lot 19, as shown on a plan entitled "Plat of Survey South Village Communities, LLC, Lot 19 — 2 Townhomes, 24 & 28 West Fisher Lane," prepared by Civil Engineering Associates, Inc., dated January 20, 2009 (the "Plat" herein) and recorded at Map Slide 5of the City of South Burlington Land Records ("Property" herein) by a Decision of the Development Review Board dated January 10, 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. 3. For zoning and subdividing purposes the envelope lots (Units 19.1 and 19.2) will be considered one (1) lot (e.g. coverage and setback requirements). I 4. Any changes to the final plat plan shall require approval of the South Burlington Development Review Board. 5. 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. 6. This Notice of Conditions shall be binding upon the owners and the owners' successors and assigns. Dated at Burlington, Vermont, this ,)FM day of January, 2009. SOUTH VILLAGE COMMUNITIES, LLC By. �koat�- Duly authorized agent STATE OF VERMONT ) COUNTY OF CHITTENDEN) ss. At Burlington, on this Z$i' day of January, 2009, (Yl cue -t Vktl�afe, duly authorized agent for South Village Communities, LLC, personally appeared, 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, SCE% .j Notary Public My Commission Expires 02/10/11 2 south,,_., PLANNING & ZONING MEMORANDUM TO: South Burlington Development Review Board FROM: Cathyann LaRose, Associate Planner RE: Agenda #13, Preliminary Plat Application #SD-08-63 and Final Plat Application #SD-08-64 DATE: January 16, 2009 South Village Communities, LLC, hereinafter referred to as the applicant, is seeking preliminary and 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 lot #19 developed with a two (2) family dwelling into two (2) lots, 24 and 28 W. Fisher Lane. Dimensional Standards: The applicant is proposing to subdivide an 11,097 sq. ft. lot (lot #19) developed with a two (2) unit multi -family dwelling into two (2) separate lots. This action would create non- conforming lots and therefore will not be considered two lots for planning and zoning. For purposes of planning and zoning, the two (2) lots included in this subdivision shall be considered one (1) 11,097 sq. ft. lot. 1. For purposes of planning and zoning, the two (2) lots included in this subdivision shall be considered one (1) 11,097 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. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com (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. (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. (fJ 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 Preliminary Plat Application #SD-08-63 and Final Plat Application #SD-08-64 subject to the conditional item in this report. 12 v_ (D r, — — conc. walk 4► ^ conc. curb QM9 SLADE STREET TO Allen Rd. East ST — ST — �� T I It r_ I LOT 8 I EX. BUILDING I I I II II LOT 7A I EX. BUILDING I I I I w z a J G I I l G t- conc. walk tn 502"17'38 E to 3 110.09 E4 — guGdTn9 T`nvdope� Deck �I Deck IIUNIT 19.2 �I Paved 2 goy Garage Land Area 6606 S.F. I#28 T.« house SO4'33'22"E --> 110.00' UNIT 19.1 ` Land 6491 S.F. �3 2 Boy Goroge TArea house IPovsd #24 L Deck ., I Deck II 3- -- ------- ------ - - /-- ----- - o I � f DO — _ N04"3322W GRAPHIC SCALE 16 o a Is JO so ( IN FEET ) 1 inch - 15 ft ------------------------------------ LOT 18 The undersigned, being a Land Surveyor licensed In and by the State of Vermont, hereby states that., To the best of my knowledge 8 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. VT LS 597 conc. walk onc. G REFERENCE PLATS: A. "Phase 1 Subdivision Plat - South Village", prepared by Civil Engineering Associates, Inc., dated July 2004, lest revised 3/31/2008. 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 19 of "South Village" Subdivision, east of Spear Street, South Burlington, VT, and Is a PORTION of lands conveyed to South Village Communitles, 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 late define and depict the division of Lot 19 Into 2 townhouse units as shown. Other properly lima 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 parry wall as constructed. 3. Bearings shown are referenced to Grid North, Vermont Coordinate System of 1983, based on the referenced plats. Proposed monumentallon to typically consist of W8" rebar or 4" square concrete monuments with aluminum caps embossed "CIA Engineering Assocs. - VT LS 597". 4. Buried utility lines shown are approximate only. Actual locations may vary. S. Subject parcel falls within -Zone C" (outside of any good hazard area) as Identified by Flood Insurance Rate Map, Community Panel No, 5001 950005 B, effective date 3/16/1981. 6. West Fisher Lane and Slade Street 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 19 Into 2 townhouse units EASEMENT NOTES: E,) The northeasterly comer of Lot 19 Is subject to a "Corner Site Triangular Restrictive Area" as depicted on this plan and Reference Plat A. ©The northerly side of Lot 19 Is subject to a segment of a stonnwater drainage easement as depicted on this plan and Reference Plat A. Subject property Is both subject to and benefMed by easements for buried electrical and telecommunications ©lines and appurtenances. Easements conveyed to Omen Mountain Power Corporation (OMP) and Vernon New 3 England, Inc. (Vedzon) by deed dated December 13, 2007 and recorded In Volume 803 Page 687, South Burlington Land Records. (The 2 units are served by gas lines entering the northwesterly comer of Unit 19.1.) Easements am typically 10' wide, centered on utility as built, except as shown. Subject property � both subject to and bene8tted by easements for buried natural gas Ones and appurtenances. ®Easements conveyed to Vermont Gas Systems, Inc. (VGS) by deed dated January 17, 2008 and recorded In Volume 807 Page 129, South Burlington Land Records. (The 2 units are served by Imes entering the east side of Unit 19.2.) Easements are typically 10' wide, centered on utility as butlL QThe 2 units are served by sanitary sewer service One entering the east side of Unit 19.2. No record of easement was found at time of survey. Each of the 2 units Is served by saperate water service Imes entering from dedicated streets. LEGEND — — — — PROPERTY LINE (LOT 19) — — — PROPERTY LINE (OTHER) — — — — — EASEMENT LINE — — — — BUILDING ENVELOPE Q PROPOSED IRON ROD (NOTE 3) ,�r RECEIY E + ElCALCULAT PROPOSED CONED CRETE MOM. �— NT — —ST— — — STORM DRAIN (APPROX) r D �rJ ;t't,. ---SS — — — MINA (APPROX) E l'ZUU3 _ — C — — — GAS LINE (APPROX.) _ — W — — — WATER LINE (APPROX) I( nn { City of SO. Gt( dingt! — —UE— — — BURIED ELECTRIC (APPROX) ---E--- BURIED ELECTRIC (APPROX) —UC— — — BURIED CABLE (APPROX.) —UT— — — BURIED TELEPHONE. (APPROX). WATER SHUTOFF ® CATCH BASIN Date iCh'k'dl Revision Drawn by ACL Dote DEC. 18, 2008 Checked by TRC Scale 1" — 15 Approved by TRC Project No. 01243.02 PLAT OF SURVEY SOUTH VILLAGE COMMUNITIES, LLC LOT 19 - 2 TOWNHOMES 24 & 28 WEST FISHER LANE CIVIL WGIMEEMI`IG ASSOCIATES. INC" SHEET � � 1 , rod, south PLANNING & ZONING MEMORANDUM TO: South Burlington Development Review Board FROM: Cathyann LaRose, Associate Planner, j,l , RE: Agenda #12 �� Preliminary Plat application #SP-08-60 Final Plat application #SP-08-61 DATE: January 15, 2009 South Village Communities, LLC, hereinafter referred to as the applicant, is seeking preliminary plat and 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 residential unit project. The amendment consists of: 1) subdividing a 1.05 acre lot (lot 4) into two (2) lots of 0.53 acres (lot 4A) and 0.52 acres (lot 4B), 64& 96 Aiken Street, and 2) increasing lot coverage waiver from 65% to 75%, 1840 Spear Street. The same request was made and approved by the board in May 2008; however the applicant did not record the Mylar in time and the approval lapsed. Subdivision of Lot 4: The applicant is proposing to subdivide Lot 4 into two parcels of .53 and .52 acres respectively. The minimum lot size in the Southeast Quadrant for multi -family residential is approximately .92 acres. Therefore, the applicant is requesting a waiver of the minimum lot size. Staff has no objections to this request. Had the applicant not drawn a property line around each building, the same buildings would meet the ordinance as it simply refers to minimum lot size for multifamily residential and does not relate to the number of units. Increased Lot Coverage: The applicant is proposing to increase the approved percentage of impervious lot coverages on the multifamily lots in Phase 1 from 65% to 75%. The applicant is not requesting a change to the limitation on lot coverage for the entire project, which remains in the range of 16% at full build -out. The Board should discuss this request. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com 1' • O` 187.8t ACRES wlO ra�'JI I w 0.8e AM A � 0R2 AC. f Na9"Ja Y I t 7 --N0a33'M•E s Oe9YM• w SDe5Y44Y1 Soov„ w I -C- �11 O IIO II O wI OcII t I7l'§l O 0.20 ACRES$ 0.18 AC. al$ 0.18 1C. al$ 0.17 AC. (� 0.20 ACRES( N0a93M ro ,aoe' I I L._._.J L. I _. _._.J I L._._.-4 "I -_•••_ DRAINAGE 1 -• W /�D (SEE NOTE - V Ni 11 W J.�� \ -•W /� a• F 19' H xa1 M' N0,�9.W/�••E L J2'•' xStd - SOUTH VILLAGE V MULTi-FAMILY DEVELOPMENT �24, loiasie�- n.ed _ � � �'W\ .Q' ' r STORMWATER \ _ �i---�\ RIGHTS DEFERRED PENDING 1 POND 5 EASEMENT \ ro - 1 - I I i \ 9S � Q Nsesr4e 1 (SEE No7E I \I- '/ �� CI n OF SOUTH BURLINGTON COMMUNITIES LLC. 1 O _\sl, I D.R.B. SITE PLAN APPROVAL 1 j o.ie 12 -)� II ' Is \ I - - ml -� TORMWATER \ (LOT 51, L- -s "m \ O s 0.28 ACRES (IJ \�3qe, - J 7Noeoe zt Lam , Ir POND 4 \ \ \ it / TEMPORARY EASEMENT SERVING 1 -' _++a - - 1 ) 0.92 ACRES I .� Ig 00.17 1 _--- I- L.a.---- --*00 zy r I +� 1 THIS PLAT DEPICTS THE PROPOSED SUBDIVISION Of HOMEOWNERS ASSOCIATION. �' ,� x2.tJ ■ R''••� Si111'w at,Ti� I__---�'- A PORTION OF THE SUBJECT PROPERTY BASED UPON EASEMENT AND CUL-DE-SAC TO ,{;Yy I 0.19 N� 1 I, �.-y�yYM.,A-- L---NO6-33'14'E ___ _. _ ..... lr� JL� R-1 s,2:e•2yW / `\ OUR SURVEY OF THE ENTIRE PROPERTY. BE TERMINATED UPON EXTENSION 9 AC E-,. I T0.Go-- W--11a00 y40 m'w S0B'oB'�'E' cFFEq$ 1B0p s�.3y N,aj2'E _-Jt� \ REFERENCE SHALL BE MADE TO OUR PLAT TITLED' y( .� I-777 \ \ 'DOWNMGCALION9 REVOCABLE TRUST- SOUTH OF THE ROADWAY. ¢ L.- Tsai _ „ RO b(-._„aan - � I �♦•�rE' O 27A 0.14 I ti n 1, r m 4. Szr74y� DRAD \. \ \\ � V0.LAGE-PLAT OF SURVEY', DATED MARCH 23,2005, ACa _Se ayrr W Ys¢Aq FA \ RECORDED IN THE SOUTH BURLINGTON LAND (i) 0.19 ® �. I 1 I x w_ O I I - .7 NOTE i) •' \ RECORDS. �' _ 1 1 Naaax'OYw "- - N- ^ p 0.19 ACRES (� + 42 O S 16 ) I /r \\ \\ TO THE BEST OF MY KNOWLEDGE 8 BELIEF THIS PUT L - Vv'D*D _.- 1 1 0.32 ACRES Y_'.�g, 'r .19(1J I .- -._j y W O I 1 PROPERLY DEPICTS A PROPOSED SUBDIVISION OF _. (3) Rl �i �f, L -N�� - 0.19 1C. pg�y� 019 I I �$ ONRNAOe r LAND SURVEYED UNDER MY DIRECT SUPERVISION. p} x. a 27 - I A' C (SMNOT 1 I EXISTING BOUNDARIES SHOWN ARE BASED UPON O P N _ - a r . --1z,.os' - . - -p I 1 AC. ffi 0.28 ACRES I (sEe NOTE ,) / yq \ � : S (1) R A ® 1 I OUR ANALYSIS OF RECORD & PHYSICAL EVIDENCE I i fO god• E �'+ f I (I) i e ^•�'�•_ _ ® I I RECOVERED AND ARE IN SUBSTANTIAL (FUTURE SCHOOL SITE SUBJECT a 1 I 1 0 34 ACRES 1 _ 1a Y I (� L J I / _ CONFORMANCE WITH THE RECORD. THIS PLAT IS IN TO. CITY OF SOUTH BSITE SUBJECT D.R.B.Ai ( 0.90 � 1�' (3) 1 L yo�7J°•E 14• Rg O SOSOV02•W awox•wl - oTW'44' W f I i• 1 I I SUBSTANTIAL COMPLIANCE WITH Z7 VSA 1403. THIS I ++D Da 0.20 ACRE I -n.00' - F- a7e'1 r --,1s.00 - I /' i i' ' STATEMENT VALID ONLY WHEN ACCOMPANIED BY MY SITE PLAN APPROVAL 7 (3) J W '�°4 r J (LOT 11) / I I - _ - I - `0 T (SEE NOTE 1EAEEYENT7 - a'o1'E 3&3T �A�--gp5me'"_ -- J 592R4u E� I I Ir' i i / I ORIGINAL SIGNATURES SEAL (ABOVE). +1o.0oZ m j W IOI j O I 52' I TIMOTHY R. COWAN VT LS 597 W.d oaAelAQ EASE Sim%{✓' sq�T 0.14 s W I >w GIs o.1s s I' I I f 1 ll EA1 26� J I (7) 32 sl 2 41 j I I 0.90 ACRES PROJECT TITLE: yEi]'�j11 �S {�v,1 0.19 AC. I m (3) L" ACRES (SEE No'E xa.oY 9j10.04 - . _ -1 1 22 EI o� _;� s+ _, sexR4 N� eCRae A I (� I j I $ r _ - SOUTH VILLAGE L-za,• 'E nO.ss',_ - .-.J L._._._.J OLa9e02'E - - - q I I 1 I SyL,7J■ ;. .: ' - •� .1 O ` v 0.16 'yg� c ._ - oave'oYL I i I� IFtI _ 5S $ O.Pe ACRES 25 AD. f ; ,-,4.m n L• f 1 ,r 4S.m' 2e.d ns.or a,aa' 1 i Irk O (A 0.13 { 9 $ _ -.A SW2ZE' S Nesxe' X= 1 1 1 J SPEAR STREET & 1 AC. _ i _ w� ; _ - 1 = ■ FROST STREET §I ^ p / 1 i 1 'w I 41 6.04 ACRES w , 1'• 0.25 ACRES 1 �.� - -1 .I+o. 0 V y�'� I ,� I I ALLEN ROAD U 1- - +g 1'A' - j '1'a .1 ` J 0.18 sa�e'gw soeve'oz'w we'oe'o2•w _ - ye'oz•w - soeoe'oz•w Q 6 �l I 1 I l (1) 8 $ `� ssi�s , 24 - 1 _. F _ _ . r _ zeal _ _ l " r #1 11 Q I SOUTH BURLINGTON, VT 11 O oawo- I (A I '•'�I 0 / r L _ I j I �( 18 IDA. ACRES � I _ (q � 31 w I 1 / �' ® : 1 o.1R I Hai O 36 ?IsI's -- 0.26 ACRffi (� 1 0.29 ACRES 1¢' 10 sO _•J 1 tp .. 1 I• Y lyl.J _ `9VC 1 23 I ! o. ACRES W� `7V �I-��- 0.90 Ac1tE4 O?oK.� '�.�sa�4�,� 1 1` _ _._.- '..'.� - - L.- J2i - -'J sezRa'4,E ! 0.19 I I (3) ® I Nail r ,+,o. Is 111%,>� _ j - , rme,Y r - - n,.m' -' - I I AC. I 0 1 o _ .ao 4a,T ze.ae ioEw' 1 W /. I w ro0.1E ACO , a'gg'E w' --- �- I j LSDSIW0 -/ .oz•wl L -s aeroe• -' J 7 § / p , l - r o�4rMget xaaY now n:ea W ■ j 0 (U = r - - - - -' - --71. 4an' Ilaa 1 I r F /$ ro $ a4.7s aaed gN(EN S NOa,750•E Noe,J' E I 0.18 ACRES O ! jOl ' J / �I 387.Bt ACRES 1 .e_._. 35 I 3% O \ O .l „1 w _ L-n7J' / N a.,oJ.00 - Noo�eoa•E _ ea''- r r -' - I YI's o.13 �I's 1 1 N°e 7■ _ g ��y . N 0.90. ACRES 1 -1 o.1B ACRES • I / �- � ��• � - � AR0('ac (Tm.l _� O j � � � O (1) (U jI I (n �^ gig ` ,} r O (� EI m I vRAINACE usENENr / Neao1•Je- /N,atn,sza r L_we I I 0.22 ACRES j 0.18 ACRES (SEE NOTE 1) Bb• Il II _ LB[q 6 r .. 20' RECREATION PATH A MULTI -FAMILY DEVELOPM NT 4B EASEMENT TO CITY / NOeal'20•E I R'u°'oo Nara as GHTS DEFERRED PE G $ I -. _ - - - + - r ns j d L.- J 1�aar r,.00 4e.m zad ioesT a �itioo Il Y I y j Norxte'E - nceoe'oz / - ,� CI Y OF SOUTH BURLINGT p i D.62 ACRES - - . Naeoe•m•E N.ese a2 E Noeve m^E ® Cqo B. SITEL LAB APPROV I .I --11aa0-'- , CHIPMAN STREET 3�. % it f7 O I- 0.20 AC. '1- O A 4A ( ) I r3 \ (r1a66 ORANAOE "A""" ■ r / 0.32 ACRES 10.21 ACRES 1 _ _ so4�72rw-=aa,J'S0 W� \ R.4a0o e ; LOCATION MAP _ (SEE Noce a wrso•,s•w - I NOT TO SCALE AU \U I I 0.53 - J _ O&a0 50.54' 84.10' NOet%1'02'E NOe11e' •E 121et' 1.62 ACRES r / L$i, I I j I (� 1 - _ 5' REAR/9cE O (� Ne,.ea• • n.e n.00' now J L J I _ J -aa9w sE A. 5A 1 r-. , r.-'-- r -' -'�f.r - - ( / ll Hera mcxao aans,oN _ /eo7.1 zCw - m-` ` ` ms2' a s`I 0.47 ACRES a O O� O NI$ O O 1� YID �g saeo,'zo•w Y I I I' JrF I'Ig Nu, I I • I f'. % I / 3-31-08 1RC DRAFlINC EDITS 0.17 AC. n 0.17 AC. fig 0.17 AC. nl9 0.17 AC. 1 0 24 AcirEs I 1 2` / STORMWATER EASEMENT / / N/F I', I TO BE CONVEYED 1 l P. k J. Clifford 1-31-OS OSM RM BUILDING FRONT SETBACKS To I& I j (U ( j (9 I (D TO CITY 1 /l 1-3-08 OSM RE P RTY NES AND E. RSHER LANE 6.e7t ACRBs ( (1) 1 y (Shelburne) `I- - --�4,.2Y- - _.�1L rLOe_ �l -T J1�7.00 �1L R �1L --112,6- - J / ) -R D7 DSM REVD BUND NG 90Ek REAR SE &AdS OS' - STORMWATER EASEMENT I _ `_ 90ewe'OYN s ° w aoeoe Gzw sae o3�'-i�weve•Daw \ 1, I. \ / 9-25-07 DSM REVO LOT LAYOUT R BUABNG ENVELOPE cnoPosiD I 1 TO BE CONVEYED TO 614� _ _ I 1 11 1-11-07 OSM RENSEO DRAINAGE EASEMENTS I 3O OR''IVA TOTBEMCONVEYED TO INATER EASEMENT --- - - S a I I STORMWATER LICENSE 1-5-07 DSM REVISED DRAINAGE EASEMENT ``�EAv -� 1 _ - MfNT (WITHIN R.O.W.) TO BE +-14-06 DSM m aT ur 'AND REC, PATH E T I - p \ 1 CONVEYED TO SOUTH -------------------�-- STO MIND 2R a 1 I p1 VILLAGE COMMUNITIES 20' WIDE DRAINAGE I STORMWATER 3 II IRREVOCABLE OFFER OF ``�� _ / ► POND 1 20' MAINTENANCE EASEMENT TO CITY DEDICATION - 14' x 200' _ - �I I TORMWATER PHASE --------- ____ / EASEMENT TO BE % I $� R.O.W. EXPANSION ��0_RECREATIN PATH EASEMENT TO CITY ----- "----------- Aa R //I CONVEYED TO SUBDIVISION - I---______---_ _ __ -----\I^ - - TOWN OF SHELBURNE --------- --- ______--- ®ENT ee.a• 20' WIDE DRAINAGE EASEMENT TO CITY / - - - - - - - ------ L - - ,_oN PAW EAss>w _ - - - PLAT NOQ2]Tt'�-920�a - - �� 1.157.4V� / \ \ -------------_'----------- - - - - - - ® �er�12000.00 Nor - - aOTITWI�1 ---- ------ ----- ------- 0-- -----------------------�--------- 0-------------- TO SWIFT $iiEET Q � EDGE OF EXISTING ROAD 66' PUBLIC R.O.W. - TO E)ARBTCAN RD� DATE ORAvwc _ SPEAR STREET ________-____-------__ _-T_ DULY, 2004 - - - - - 1 - ---------`-` ----- T T T-T- I r------ GRAPHIC SCALE � - , , ,DRIGPLL SCALa II II W1 ' I o 1e • 60' S1.3 I J 1 I EET ) PRDf. NO. I i Q l I I 1 I Lyra;, e- 60 Tt. 01243 -20' ACCESS EASEMENT SERVING MASTER HOMEOWNERS ASSOCIATION / I EG�Jer�w i - O II O $ 0' 9AC 0.17 AC. r I; m ,I I L__. ale AC. E m I LEGEND 1 - - PROPERTY LINE - - - - - - - - EASEMENT LINE O IRON PIPE / REBAR FOUND w/SIZE 0 5 8" REBAR w/ SURVEY MARKER PROPOSED O PROPOSED CONCRETE MONUMENT O U71UTY POLE (EXISTING) - . - BUILDING ENVELOPES NUMBER OF UNITS CORNER SITE TRIANGLE RESTRICTIVE AREA STORMWATER EASEMENTS ON PRIVATE LOTS OR COMMON LAND JEFFERSON ROAD / /7 J DRANAOE EABEI ENT NOTE cA o Ycs NOTE 1: INDICATES STORMWATER MAINTENANCE ( �� EASEMENT (TYPICALLY 20' WIDE) CENTERED ON SUBSURFACE DRAINAGE COMPONENTS GRID NORTH VT. COORD.. SYSTEM 1903 FROM CPS OBSERVATIONS O/ 20' WATER MAIN EASEMENT TO BE 187.Bt ACRES QQ CONVEYED TO CITY/ STORMWATER EASEMENT / /---- TO BE CONVEYED TO an It I SITE ENGINEER: o, zl m ml CIVIL ENGINEERING ASSOCLIMS. INC. P.O. BOX485 SHELBURNE, VT 05M 902-A552323 FA%' 6029BSY1)t weE: www.cm-vGwm Ipy mrrRccer ®so - >�aAv� 31� o■AwN sly ACL �Im cNac�o DSM 1 1PPeDYaO TRC 1 IOWNER: Subdivision Plat Application Permit Number SD- b - APPLICATION FOR SUBDIVISION PLAT REVIEW Preliminary V/F inaI 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 OF RECORD (Name as shown on deed, mailing address, phone and fax #) 53UTH l/fLL46,E ( o a4 m w ti) -iIES LLB 70 36 TH WiN00Se-1 Avg BL{i?L0J017)1J, VT 0!5401 -T�J. 8&3 8 323 2. LOCATION OF LAST RECORDED DEED (Boob and page #) BKK 419 4 4.54- qS 3. APPLICANT (Name, mailing address, phone and fax#) SAMt ,As owns 4. CONTACT PERSON (Name, mailing address, phone and fax #) tJOL SE6ALE, SA !< a. Contact email address:y5Qa re r-0ye S f. Con-). 5. PROJECT STREET ADDRESS: LOT '� I I �' 6. TAX PARCEL ID # (can be obtained at Assessor's Office) ) Subdivision Plat Application 7. PROJECT 'DESCRIPTION a. General Project Description (describe what you are proposing): 5U6P1VlslQNr 0` �DLIPL_6C BuELD► C-, WIT14 LAND rNi� r2 (Two) LOTS, LGTS 19.1 and 1 q.a b. Existing Uses on Property (including description and size of each separate use): 'DuPLEX� 57JZL[C-tu�2E c. Proposed Uses on property (include description and size of each new use and existing uses to remain): "D 1L Ey Sul upiric < rizur-ygy (?hl a Crwo) LOTS I 1\1'STM-Q of 0 tl6 d. Total building square footage on property (proposed buildings and existing buildings to remain): H --f G e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine): 3'5 1- '1W0 I=' Lo01Z S !dumber of residential units (if applicable, new units and existing units to remain): a2 F-YISTIN - uN 1TS ON LC)T'- I oNE u0j- ant EEC- F "?R0PQSQD LUT g. Number of employees & company vehicles (existing and proposed, note office versus non -office employees): tJO-F l CLb1e Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): 2 1 Subdivision Plat Application i. List any changes to the subdivision, such as property lines, number of units, lot mergers, etc. LOT LItJI s ARC LOCATE O ALONE, 0 ommot� WALLS AND EX'TF-KJD 7D 7HE Fi2C)Nr AK)F) REAR PPC)Pe V� L)v ES 9. LOT COVERAGE (ALL information MUST be provided here, even if no change is proposed).,�n-1; . _7,.. a. Size of Parcel LOT 19 Oq-7 (acres /sq. b. Building Coverage- _ Existing = i square feet `� % s Z V Proposed � u . square feet `� F -77 % � �. , Z ` Lw" c. Overall Coverage (building, parking, outside storage, etc) - Existing =f 1 square feet % 2' Proposedsquare feetr d. Front Yard Coverage(s) (commercial projects only): Existing �J square feet ;.e�- % Proposed i «-, square feet r -'. % 9. WETLAND INFORMATION a. Are there any wetlands (Class I, II, or Ili) on the subject property? ❑ Yes V No NOT ON t cT- �9 b. If yes, is the proposed development encroaching into any of these wetlands associated 50' buffers (describe) KFO 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. 'Pp_t^vtGu5LY Su6Hrff�o 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) NOT APPucAl3t. PuZ LOT (� 3 Subdivision Plat Application 10. AREA DISTURBED DURING CONSTRUCTION: 11, 097 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. �� - Silt= ALR �Y Su�JE Ta CiTY Qnd STATC EPSC._ Rtquig.4M;✓NTS 11. COST ESTIMATES a. Building (including interior renovations): $ koCHANCc' FpcjN ZONING Pi i2,M►T b. Landscaping: $ NO T�ZOivI ZoN1fv(, P�IZM�T Please submit itemized list of landscaping proposed) c. Other site improvements (please list with cost) AS -P>EViWSLY Li sT�_,7 12. ESTIMATED TRAFFIC a. Average daily traffic for entire property (in and out): NC. pffV10a5 V)) Doi) b. A.M. Peak hour for entire property (in and out) c. P.M. Peak hour for entire property (in and out): 13. PEAK HOURS OF OPERATION: NC 14. PEAK DAYS OF OPERATION: tve 15. ESTIMATED PROJECT COMPLETION DATE: -�rebrugN , o?oaq LOT I T 2UPLex, 4 Subdivision Plat Application 16. PLEASE LIST ABUTTING LANDOWNERS, INCLUDING THOSE ACROSS THE STREET. You may attach on a separate sheet. SEE 47TAD IEP 5Hr l 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. SIGNATURE QAPPLICANT j Ce GNA'TURE-OF MbPERTY OWNER Do not write below this line >c-) s ue,l' INT NAME Updated at South Burlington Town Clerks Office by consulting Grand List dated June, 2008, Sales Report Transaction book as of Sept. 2008, and Day Book thru October 8, 2008. By: Michelle Holgate Subdivision Plat Application NDATE OF SUBMISSION: I �01 have reviewed this preliminary plat application and find it to be: Ld fete Com p ❑Incomplete DireEtor bf Planning & Zoning or Designee [.9 to r ( �2I:� 3GA2 aIC;s{25WOC LII�!' v'W �c 'mLwo! 2G c�='^, i'= Z' gar:, s irv, aq, ra'Wc. _ • � w� Ruth Trevithick Harold & Eleanor Bensen Janet Farina 1751 Spear Street 1803 Spear Street 1807 Spear Street c� Burlington, VT 05403 So. Burlington, VT 05403 So. Burlington, VT 0540 Mary Pappas Donald & Lvnn Cummings Ayse Floyd 1809 Spear Street 1811 Spear Street 1813 Spear Street So. Burlington, VT 05403 So. Burlington, VT 05403 So. Burlington, VT 05403 Stuart & Helen Hall 1827 Spear St. LLC Patricia Calkins 1815 Spear Street Ref.1827 Spear St. 1835 Spear Street So. Burlington, VT 05403 410 Shelburne Rd. So. Burlington, VT 05403 So. Burlington, VT 05403 George & Shelley Vinal Mark S. Westergard/Curt Moody Barbara Lande 1845 Spear Street 1855 Spear Street 1865 Spear Street So. Burlington, VT 05403 So. Burlington, VT 05403 So. Burlington, VT 05403 James & Paula Carroll William Reed Frank Costantino (ref.1975 Spear St.) 1967 Spear Street 1971 Spear Street 155 Chesapeak Drive So. Burlington, VT 05403 So. Burlington, VT 05403 Shelburne, VT 05482 Alan & Diane Sylvester John & Amy Averill Daniel Martin 1985 Spear Street 3958 Spear Street 4012 Spear Street So. Burlington, VT 05403 Shelburne, VT 05482 Shelburne, VT 05482 Harlan & John Sylvester Craig S. Bartlett, III Rodolphe & Denise Vallee (reL2003 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 William & Gail Lang 1675 Dorset Street So. Burlington, VT 05403 Lucien & Jane Demers Trust (ref.1505 Dorset St.) P.O. Box 359 Essex Jet, VT 05453 i ;a€iei size " r = 5/8" compatible With Avert' OB MM 5G v4-vma3 tg .h � -x -? . rt 5 r" mm ^nr Ra*.NP ava^ ;>cn 'hiS(i;F, W, jCJ 3 f�Q1 �� 1JS�i17 ^cll o�gppedwoc liu' , % a :('1.111! ::V ;eWj0I aP 94arbii_^- 0�? Scott J. Michaud Dorset Farms Master Assoc. c/o Property Mgt. Associates F Box 1201 W uliston, VT 05495 Mark & Deborah Fay 188 Catkin Drive So. Burlington, VT 05403 Brian & Carolyn Terhune 35 Floral Street So. Burlington, VT 05403 Anthony & Nancy Bianchi 29 Floral Street So. Burlington, VT 05403 Pasquale & Deborah Distefano 75 Bower Street So. Burlington, VT 05403 Peter and Gayle Conklin 67 Bower Street So. Burlington, VT 05403 Zinaida & Vazgen Aydinyan 185 Catkin Drive So. Burlington, VT 05403 John & Ritika Paul 191 Catkin Drive So. Burlington, VT 05403 Maureen O'Brien 192 Catkin Drive So. Burlington, VT 05403 Susan C. Bliss 197 Catkin Drive So. Burlington, VT 05403 Stanley & Carolyn Pallutto 33 Floral Street So. Burlington, VT 05403 Robert P. James 79 Bower Street So. Burlington, VT 05403 Donald & Lisa Anqwin 73 Bower Street So. Burlington, VT 05403 Brian & Christine Sowle 50 Cabot Court So. Burlington, VT 05403 Philip & Darcy Carter 187 Catkin Drive So. Burlington, VT 05403 Dirk and Deborah Marek 193 Catkin Drive So. Burlington, VT 05403 Jason & Jennifer McGahev 190 Catkin Drive So. Burlington, VT 05403 Matthew & Beverly Broomhall 37 Floral Street So. Burlington, VT 05403 Michael & Mary Eliz.Bouvier 31 Floral Street So. Burlington, VT 05403 James & Karen Larrow 77 Bower Street So. Burlington, VT 05403 Mitchel Cypes & Lynan Moy 74 Bower Street So. Burlington, VT 05403 Dan and Marquerite Wetzel 183 Catkin Drive So. Burlington, VT 05403 Brigette & Richard White 189 Catkin Drive So. Burlington, VT 05403 Bhagwat & Gita Mangla 195 Catkin Drive So. Burlington, VT 05403 30 - chat size "' , 3/3" -n ratibie ' aith : ver, ; spJ3i "ou (5outhvillage RECONNECT December 22, 2008 Ms. Cathyann LaRose, Assistant Planner City of South Burlington 575 Dorset Street South Burlington, VT 05403 RE: South Village PRD — South Village Communities, LLC Phase 1 Preliminary & Final Plat Amendment Application Subdivision of one lot into two. Dear Ms. LaRose: We are seeking preliminary and final plat approval to amend a previously approved planned unit development of our Phase 1 permit for South Village. Applications are attached. The amendment consists of subdividing a 11,097 sq.ft. lot (lot #19) developed with a duplex townhome with two dwelling units into two (2) lots as follows: Lot 19.1 at 24 West Fisher Lane and Lot 19.2 at 28 West Fisher Lane. We understand this action would create non -conforming lots and therefore will not be considered two lots for planning and zoning. We will record a "Notice of Condition" approved by the City Attorney, which states that for zoning and subdividing purposes the envelop lots (19.1 and 19.2) will be considered one (1) lot (eg. coverage and setback requirements). We have closings on these lots in February, 2009 and therefore would like to be put on the January 20, 2009 Development Review Board Agenda if possible. If you have any questions, please feel free to call me at 863-8323 orjs@retrovest.com. ce re ly, oseph Segale, P.E. ' Project Manager Attachments Subdivision Plat Application Permit Number SD- d b - 6 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. OWNER OF RECORD (Name as shown on deed, mailing address, phone and fax #) �L[TH VILL46i, ('oo4mug)c__7 ALL_ 70 : 6QrH W(NOOSe-I AVi ,)LI1?LOJO-MIV V7- 0-401 rtLJ__ 81,3 8 323 2. LOCATION OF LAST RECORDED DEED (Book and page #) BK 419 p� 454 q6 3. APPLICANT (Name, mailing address, phone and fax#) SAMEAs ownrd---R. 4. CONTACT PERSON (Name, mailing address, phone and fax #) a. Contact email address: J,5 (a lie tr"O ✓e S f CUIY). 5. PROJECT STREET ADDRESS: LCT' 6. TAX PARCEL ID # (can be obtained at Assessor's Office) I Subdivision Plat Application 7. PROJECT DESCRIPTION a. General Project Description (describe what you are proposing): SUBuIVlslanl Of IDUPL (X BUILD)tX. WITH L4ND iNTD -2 (rwo) LOTS, LOTS 19.1 4nd 19,,2 b. Existing Uses on Property (including description and size of each separate use): J)U PLE?C Re_51 DrNTIA 5 -tu EZa c. Proposed Uses on property (include description and size of each new use and existing uses to remain):-Diiy-Lu bulLDW( SrIZLCTURt OnI .2 CTwd LOTS WSTMD OF 0146' d. Total building square footage on property (proposed buildings and existing buildings to remain): "- �Zci G e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine): 3S I- TWO FL001Zs Number of residential units (if applicable, new units and existing units to remain): 6XIST)r4L UWTS ON LCJT- Iq ONE uk)rr ON EAC14 &OPOSED LCT g. Number of employees & company vehicles (existing and proposed, note office versus non -office employees): NOT �4pp1WcLb11? h. Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): 1 Subdivision Plat Application i. List any changes to the subdivision, such as property lines, number of units, lot mergers, etc. LOT LINL-S ARE LOCATC0 AL.DNh Commot J WALLS AND EXIEK-D TU -THE Fr2QN7' A00 RFAV, PkQPQZ-T1( LAr ES 9. LOT COVERAGE (ALL information MUST be provided here, even if no change is proposed) FT-Z,..c) E_ Q i p C7 .. C L:.' a. Size of Parcel: LOr lq .Q i (acres /sq. ft.) 5 G * 5 M b. Building Coverage: Existing - square feet % Z & c+ Z Proposed S 1` 0 square feet F % LJ. E. Z Z. c. Overall Coverage (building, parking, outside storage, etc): Existing square feet ✓ % 3 J a STD Proposed (n :; f D square feet 13 ` r . i d. Front Yard Coverage(s) (commercial projects only): Existing �J �, square feet tJ % Proposed ik square feet r�3 % 9. WETLAND INFORMATION a. Are there any wetlands (Class I, II, or III) on the subject property? ❑ Yes V No NOT-W LCT' 19 b. If yes, is the proposed development encroaching into any of these wetlands associated 50' buffers (describe) t4O 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. TQEviou5uY 5u&4rME0 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) N01 A PPuc4 &3 1:0- L07 3 Subdivision Plat Application 10. AREA DISTURBED DURING CONSTRUCTION: OT7 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. RwEri Srrt t s At READY Sur3L)E0T' TD CITY Qnd STATC >L PSC. REQuigML�NTS 11. COST ESTIMATES a. Building (including interior renovations): $ klOCHANc C FPON 70J) G PL�rZM)T b. Landscaping- $ NO C,HAN(-)C TiZOM Zc)Nirv(% iT Please submit itemized list of landscaping proposed) c. Other site improvements (please list with cost) AS P2L-✓iWSLY Li s7EI7 12. ESTIMATED TRAFFIC a. Average daily traffic for entire property (in and out): NC prcytua� �.)) wDJ, b. A.M. Peak hour for entire property (in and out) c. P.M. Peak hour for entire property (In and out) 13. PEAK HOURS OF OPERATION: rvC_ 14. PEAK DAYS OF OPERATION: N01 VI 15. ESTIMATED PROJECT COMPLETION DATE: -�ebrugN , -�009 - LoT 12 -yu&e 4 Subdivision Plat Application 16. PLEASE LIST ABUTTING LANDOWNERS, INCLUDING THOSE ACROSS THE STREET. You may attach on a separate sheet. TLEASC SCE 4-Tnuira SHtx"T 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. cloa::�24 'fyIGNAfFURE OF AYPLICANT RTY OWNER PRINT N Do not write below this line Subdivision Plat Application DATE OF SUBMISSION: N NO U I have reviewed this preliminary plat application and find it to be - /Complete ❑ Incomplete J � DirocWr` f Planning & Zoning or Designee C-1 C Updated at South Burlington Town Clerks Office by consulting Grand List dated June, 2008, Sales Report Transaction book as of Sept. 2008, and Day Book thru October 8, 2008. By: Michelle Holgate w�a /O?C • F)AY 3cRc 81?g'+Z30W03 WLU g i.4 W �Z 18LLJGi 3p og. �,3, ,jsr,� €jIm aiglji3dwon .,I 1 Z azis me! Ruth Trevithick 1751 Spear Street c- 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 (reL2003 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 1803 Spear Street So. Burlington, VT 05403 Donald & Lynn 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 William & Gail Lang 1675 Dorset Street So. Burlington, VT 05403 Janet Farina 1807 Spear Street So. Burlington, VT 05403 Ayse Floyd 1813 Spear Street So. Burlington, VT 05403 Patricia Calkins 1835 Spear Street So. Burlington, VT 05403 Barbara Lande 1865 Spear Street So. Burlington, VT 05403 James & Paula Carroll (ref.1975 Spear St.) 155 Chesapeak Drive Shelburne, VT 05482 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 label size :" h ? 5/8" compatible with livery 05/60/8160 F ilk 4im iatt;z: n'p fnrmi4 `)R mr, v P.7 ism nnrnatihip- aver, din �9�3IC9! 9� n,�� aigi�Ei�woa ww Lg:c Uw 9Z mioa ep 94aablT 39� t1jim igglEdwoo :,8/9 Z 1,,y azis iagsj Scott J. Michaud Dorset Farms Master Assoc. Maureen O'Brien Jason & Jennifer McGahey c/o Property Mgt. Associates 192 Catkin Drive 190 Catkin Drive F Box 1201 So. Burlington, VT 05403 So. Burlington, VT 05403 W i liston, VT 05495 Mark & Deborah Fay 188 Catkin Drive So. Burlington, VT 05403 Brian & Carolyn Terhune 35 Floral Street So. Burlington, VT 05403 Anthony & Nancy Bianchi 29 Floral Street So. Burlington, VT 05403 Pasquale & Deborah Distefano 75 Bower Street So. Burlington, VT 05403 Peter and Gayle Conklin 67 Bower Street So. Burlington, VT 05403 Zinaida & Vazgen Aydinyan 185 Catkin Drive So. Burlington, VT 05403 John & Ritika Paul 191 Catkin Drive So. Burlington, VT Susan C. Bliss 197 Catkin Drive So. Burlington, VT 05403 Stanley & Carolyn Pallutto 33 Floral Street So. Burlington, VT 05403 Robert P. James 79 Bower Street So. Burlington, VT 05403 Donald & Lisa Anqwin 73 Bower Street So. Burlington, VT 05403 Brian & Christine Sowle 50 Cabot Court So. Burlington, VT 05403 Philip & Darcy Carter 187 Catkin Drive So. Burlington, VT 05403 Dirk and Deborah Marek 193 Catkin Drive 05403 So. Burlington, VT 05403 Matthew & Beverly Broomhall 37 Floral Street So. Burlington, VT 05403 Michael & Mary Eliz.Bouvier 31 Floral Street So. Burlington, VT 05403 James & Karen Larrow 77 Bower Street So. Burlington, VT 05403 Mitchel Cypes & Lynan Moy 74 Bower Street So. Burlington, VT 05403 Dan and Marquerite Wetzel 183 Catkin Drive So. Burlington, VT 05403 Brigette & Richard White 189 Catkin Drive So. Burlington, VT 05403 Bhagwat & Gita Mangla 195 Catkin Drive So. Burlington, VT 05403 abai size ," 2'0/8" comoatibie withAlen`,5160/8i60 Subdivison Plat Application Permit Number SD- APPLICATION FOR SUBDIVISION PLAT REVIEW X Preliminary ❑ 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, VT 05401 863-8323 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. 70 South Winooski Ave, Burlington, VT 05401 1-802-863-8323 4. CONTACT PERSON (person who will receive all correspondence from Staff. Include name, address, phone & fax #): Joe Segale, PE, South Village Communities, LLC. 70 South Winooski Ave, Burlington, VT 05401 1-802-863-8323 a. Contact e-mail address: js(a-)_retrovest.com 5. PROJECT STREET ADDRESS: 1840-Spear-Street 6. TAX PARCEL ID # (can be obtained at Assessor's Office): 1640-01840 7. PROJECT DESCRIPTION a. General project description: Subdivision of Lot 4 into two lots 4A & 4B. Revise individual lot coverage on Lot 4A from 65% to 75%. Subdivison Plat 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): 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 with a footprint of 7,673 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. 8. LOT COVERAGE Total Parcel Size: 23,159 Sq. Ft. a. Building: Existing 0% / Proposed 33.1% / 7,673 sq. ft. sq. ft. b. Overall impervious coverage (building, parking, outside storage, etc) Existing 0% / sq. ft. Proposed 73.2% / 16,953 sq. ft. c. Front yard (along each street) Existing NA% / sq. ft. Proposed NA% sq. ft. d. Total area to be disturbed during construction (sq. ft.) 0.6 Acres* * 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. Subdivison Plat Application 9. WETLAND INFORMATION a. Are there any wetlands (Class I, II, or III) on the subject property? ❑ Yes X No b. If yes, is the proposed development encroaching into any of these wetlands associated 50' buffers (describe) Not Applicable 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: 0.6 Acres. * *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): $ 1,536,000 b. Landscaping: $ 22,800 c. Other site improvements (please list with cost): $99,000 Please see attached breakdown. 12. ESTIMATED TRAFFIC a. Average daily traffic for entire property (in and out): 122 VTE b. A.M. Peak hour for entire property (in and out): 7 WE c. P.M. Peak hour for entire property (In and out): 9 WE 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: December, 2009 3 Subdivison Plat Application 14. PLEASE LIST ABUTTING LANDOWNERS, INCLUDING THOSE ACROSS THE STREET. You may attach on a separate sheet. 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 inforr�ptae equested as part of this application has been submitted and is accurate to the best of ;ny know�jedge. SIGNATURE OF APPLIC SIGNATURE OF PROPERTY OWNER :DAV1D SCHELtEl PRINT NAME Do not write below this line DATE OF SUBMISSION: I have reviewed this preliminary plat application and find it to be: Completed Incomplete / f < l9 /l'dla8 of Planning & Zoning or Designee 4 Updated at So.Burlington Town Clerks Office by consulting Grand List dated 6/28/07, Sales Report Transaction book dated July 20G7 thru March 31, 2008, and Day Book thru 4/6/08. By Michelle HolgatE( Ruth Trevithick Harold & Eleanor Rensen Janet Farina 1751 Spear Street 1803 :spear Street 1807 Spear Street So. Burlington, VT 05403 So. Burlington, V'I' 05403 Say. Burlington, V1' 05403 Mary Pappas Donald & Lynn Cummings William & Ayse Floyd 1809 Spear Street 1811 Spear Street 18:13 Spear Street So. Burlington, VT 05403 So. Burlington, VT 05403 So. Burlington,, VT 05403 Stuart & Helen Hall Harry & Patricia Davison Patricia Calkins 181..5 Spear Street 1827 Spear Street 1.835 Spear Street So. Burlington, VT 05403 So. Burlington, VT 05403 So. Burlington, 1,/'f 05403 George & Shelley Vinal Mark S. Westergard/Curt Moody Barbara l,ande 1845 Spear Street 1855 Spear Street 1865 Spear Street So. Burlington, VT 05403 So. Burlington, VT 05403 So. Burlington, VT 05403 William Reed James & Paula Carroll 1967 Spear Street Frank Costantino (ref1975 Spear St.) So. Burlington, VT 05403 1971 Spear Street 155 Chesapeak Drive So. Burlington, VT 05403 Shelburne, VT 05482 Alan & Diane Sylvester John & Amy Averill Daniel Martin 1985 Spear Street 3958 Spear Street 4012 Spear Street So. Burlington, VT 05403 Shelburne, VT 05482 Shelburne, VT 05482 Harlan & John Sylvester Craig S. Bartlett, III Rodoiphe & Denise Vallee (ref 2003 Spear St.) 4047 Spear Street 4043 Spear Street 51 South Street Shelburne, VT 05482 Shelburne, VT 05482 Burlington, VT 05401 Robert F. Cooper Carolyn E. Long Revocable Trust (ref.1505 Dom. et St..) 1720 Spear Street 7 Mariners Cove So. Burlington, VT 05403 Shelburne, VT 05482 Richard & Dawn Derridinger William & Gail Lang 1575 Dorset Street 1675 Dorset Street So. Burlington, VT 05403 So. Burlington, VT 05403 Scott J. Micbaaud Dorset Farms Master Assoc. c/o Property Mgt. Associates P.O. Box 1201 Williston, VT 05495 Mark & Deborah Fay 188 Catkin Drive So. Burlington, VT 05403 Brian & Carolyn Terhune 35 Floral Street So. Burlington, VT 05403 Anthony & Nancy Bianchi 29 Floral Street So. Burlington, VT 05403 Pasquale & Deborah Distefano 75 Bower Street So. Burlington, VT 05403 Peter and Gayle Conklin 67 Bower Street So. Burlington, VT 05403 Zinaida & Vazgen Aydinyan 185 Catkin Drive So. Burlington, VT 05403 Tonys Bosworth 192 Catkin Drive So. Burlington, VT 05403 Susan C. Bliss 197 Catkin Drive So. Burlington, VT 05403 Stanley & Carolyn Pallutto 33 Floral Street So. Burlington, VT 05403 Robert P. James 79 Bower Street So. Burlington, VT 05403 Donald & Lisa Anqwin 73 Bower Street So. Burlington, VT 05403 Brian & Christine Sowle 50 Cabot Court So. Burlington, VT 05403 Philip & Darcy Carter 187 Catkin Drive So. Burlington, VT 05403 Jason & .lennitt:r McCahel 190 Catkin Dl ive So, Horlington, VT 05403 Matthew & Bvverly Broonih<all 37 Floral Street So. Burlington, VT 0540:3 Michael & Mary I:Iiz.Bouvier 31 Floral Street~ So. Burlington, VT 05403 James & Karen barrow 77 Bower Street So. Burlington, VT 05403 Mitchel Cypes & Lynan Mo-, 74 Bower Street So. Burlington, VT 05403 Dan and Marguerite Wetzel 183 Catkin Drive So. Burlington, VT 05403 Brigette & Richard White 189 Catkin Drive So. Burlington,, VT 05403 John & Ritika Paul Dirk and Deborah Marek Bhagwat & Gita Ma:ngla 191 Catkin Drive 193 Catkin Drive 195 Catkin Drive So. Burlington, VT 05403 So. Burlington, VT 05403 So. Burlington, VT 05403 Item Pavement Sidewalk Retaining Wall Sewer Service Water Service Elec/Comm Line EPSC 15" Drain Line 12" Drain Line 15" FES Catch Basin Yard Drain South Village Lot 4 Site Development Costs December 11, 2008 Qty Unit 8,300 SF x 7,500 SF x 620 SF x 10 LF x 10 LF x 45 LF x 1 LS x 140 LF x 110 LF x 1 EA x 1 EA x 3 EA x Cost Unit $3.50 SF = $1.20 SF = $60 SF = $60 LF = $60 LF = $60 SF = $3,000 LS = $30 SF = $30 SF = $300 EA = $3,000 SF = $1,000 SF = Total $29, 050 $9,000 $37,200 $600 $600 $2, 700 $3,000 $4,200 $3,300 $300 $3,000 $3,000 $95,950 South Village Lot 4A - Condominium Building Planting Schedule and Estimate KEY IQTYISCIENTIFIC NAME ICOMMON NAME I SIZE I CONDITION I UNIT COSTI SUBTOTAL DECIDUOUS TREES AF 1 3 jAcer x freeman ii 'Autumn Blaze' jAutumn Blaze Maple 4.5" to 5" B + B 1 1 $1,9001 $5,700 EVERGREEN TREES PG 1 6 IPiceaGlauca White Spruce 20' Hi g h I B + B 1 Z--$2,5001 $15,000 PS10 1 1 lPinusStrobus lWhite Pine 20' High I B + B 1 1 $1,500 $1,500 SHRUBS IV 1 8 111exverticillata ' Caca on' Winterberry 13 Gal. I Container of B/R 1 $55 $440 SHRUBS HHY 1 22 1 Hemerocallis 'Hyperion' I H erion Daylilly 11 Gal. I Container of B/R 1 $15 $330 Cost of Building Increment $1,536,000 First $250,000 Second $250,000 Remainder Provided $22,970 Landscaping Value Required 3% $7,500 2% $5,000 1 % $10,360 Required $22,860 South Village Preliminary/Final Plan Submittal December 11, 2008 Request for Waivers The following waivers are requested in support of the development of a neighborhood friendly roadway system and layout of a traditional village style environment. Planned Residential Developments Southeast Quadrant District Section Title Description & Reason 9.07 Dimensional Standards - In the Southeast quadrant District, all requirements of Article XXV governing lot size, density, frontage, and setbacks shall apply. The request is to waive the following requirements: Appendix Table C-2 Dimensional Standards - The following waivers are requested to allow greater interaction between the proposed buildings in support of enhancing the fabric of the neighborhood. A. Single Family Minimum Lot Size from 12,000 SF to 3,920 SF. B. Single Family Max. Building Coverage from 15% to 52%. C. Single Family Max. Lot Coverage from 30% to 60%. D. Single Family Front Yard Setback from 20' to 10' (5' for certain lots). E. Single Family Rear Yard Setback from 30' to 10' (5' for rear lanes). F. Single Family Side Yard Setback from 10' to 5'. G. Multi -Family Max. Building Coverage from 15% to 50%. H. Multi -Family Max. Lot Coverage from 40% to 65% Multi -Family Max. Lot Coverage from 65% to 75% for Lot 4A I. Multi -Family Front Yard Setback from 20' to 10'. J. Multi -Family Rear Yard Setback from 30' to 5'. K. Multi -Family Rear Side Yard Setback from 20' to 5'. Subdivison Plat Application Permit Number SD- d!� - �/ APPLICATION FOR SUBDIVISION PLAT REVIEW ❑ 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, VT 05401 863-8323 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. 70 South Winooski Ave, Burlington, VT 05401 1-802-863-8323 4. CONTACT PERSON (person who will receive all correspondence from Staff. Include name, address, phone & fax #): Joe Segale, PE, South Village Communities, LLC. 70 South Winooski Ave, Burlington, VT 05401 1-802-863-8323 a. Contact e-mail address: jretrovest.com 5. PROJECT STREET ADDRESS: 4840 Spear -Street r / � -`) 6. TAX PARCEL ID # (can be obtained at Assessor's Office): 1640-01840 7. PROJECT DESCRIPTION a. General project description: Subdivision of Lot 4 into two lots 4A & 4B. Revise individual lot coverage on Lot 4A from 65% to 75%. 1 Subdivison Plat 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): 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 with a footprint of 7,673 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. 8. LOT COVERAGE Total Parcel Size: 23,159 Sq. Ft. a. Building: Existing 0% / Proposed 33.1 % / 7,673 sq. ft. sq. ft. b. Overall impervious coverage (building, parking, outside storage, etc) Existing 0% / sq. ft. Proposed 73.2% / 16,953 sq. ft. c. Front yard (along each street) Existing NA% / sq. ft. Proposed NA% sq. ft. d. Total area to be disturbed during construction (sq. ft.) 0.6 Acres* * 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. 2 Subdivison Plat Application 9. WETLAND INFORMATION a. Are there any wetlands (Class I, II, or III) on the subject property? Li Yes X No b. If yes, is the proposed development encroaching into any of these wetlands associated 50' buffers (describe) Not Applicable 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: 0.6 Acres. * *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): $ 1,536,000 b. Landscaping: $ 22,800 c. Other site improvements (please list with cost): $99,000 Please see attached breakdown. 12. ESTIMATED TRAFFIC a. Average daily traffic for entire property (in and out): 122 WE b. A.M. Peak hour for entire property (in and out): 7 WE c. P.M. Peak hour for entire property (In and out): 9 WE 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: December, 2009 3 Subdivison Plat Application 14. PLEASE LIST ABUTTING LANDOWNERS, INCLUDING THOSE ACROSS THE STREET. You may attach on a separate sheet. 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 inform ion requested as art of this application has been submitted and is accurate to the best o y k wledge. NATURE OF GNATUIRE OF PROPERTY OWNER Do not write below this line DATE OF SUBMISSION: v I have reviewed this preliminary plat application and find it to be: VComplete ,7 ❑ Incomplete "DAVI O s H ,tcev, PRINT NAME 1-1 /'v//�X�g r of PliRiiing & Zoning or Designee 4 i Updated at So.Burlington Town Clerks Office by consulting Grand list dated 6/28/07, Sales Report Transaction book dated July 2007 thru March 31, 2008, and Day Book thru 4/6/08. 0&" By Michelle Holgat Item Pavement Sidewalk Retaining Wall Sewer Service Water Service Elec/Comm Line EPSC 15" Drain Line 12" Drain Line 15" FES Catch Basin Yard Drain South Village Lot 4 Site Development Costs December 11, 2008 Qty Unit 8,300 SF x 7,500 SF x 620 SF x 10 LF x 10 LF x 45 LF x 1 LS x 140 LF x 110 LF x 1 EA x 1 EA x 3 EA x Cost Unit $3.50 SF = $1.20 SF = $60 SF = $60 LF = $60 LF = $60 SF = $3,000 LS = $30 SF = $30 SF = $300 EA = $3,000 SF = $1,000 SF = Total $29,050 $9,000 $37,200 $600 $600 $2,700 $3,000 $4,200 $3,300 $300 $3,000 $3,000 $95,950 South Village Lot 4A - Condominium Building Planting Schedule and Estimate KEY IQTYISCIENTIFIC NAME COMMON NAME SIZE CONDITION I UNIT COST SUBTOTAL DECIDUOUS TREES AF 1 3 lAcer x freemanii 'Autumn Blaze' lAutumn Blaze Maple 4.5" to 5" 1 B + B I 1 $1,900 $5,700 EVERGREEN TREES PG 1 6 lPiceaGlauca White Spruce 20' Hi h I B + B 1 1 $2,5001 $15,000 PS10 1 1 lPinusStrobus lWhite Pine 20' High I B + B 1 1 $1,500 $1,500 SHRUBS IV 1 8 Ilex verticillata ' Caca on' lWinterberry 13 Gal. I Container of B/R 1 $55 $440 SHRUBS HHY 1 22 1 Hemerocallis 'Hyperion' I H erion Daylilly 1 Gal. Container of B/R $15 $330 Cost of Building Increment $1,536,000 First $250,000 Second $250,000 Remainder Provided $22,970 Landscapinq Value Required 3% $7,500 2% $5,000 1 % $10,360 Required $22,860 South Village PreliminaU/Final Plan Submittal December 11, 2008 Request for Waivers The following waivers are requested in support of the development of a neighborhood friendly roadway system and layout of a traditional village style environment. Planned Residential Developments Southeast Quadrant District Section Title Description & Reason 9.07 Dimensional Standards - In the Southeast quadrant District, all requirements of Article XXV governing lot size, density, frontage, and setbacks shall apply. The request is to waive the following requirements: Appendix Table C-2 Dimensional Standards - The following waivers are requested to allow greater interaction between the proposed buildings in support of enhancing the fabric of the neighborhood. A. Single Family Minimum Lot Size from 12,000 SF to 3,920 SF. B. Single Family Max. Building Coverage from 15% to 52%. C. Single Family Max. Lot Coverage from 30% to 60%. D. Single Family Front Yard Setback from 20' to 10' (5' for certain lots). E. Single Family Rear Yard Setback from 30' to 10' (5' for rear lanes). F. Single Family Side Yard Setback from 10' to 5'. G. Multi -Family Max. Building Coverage from 15% to 50%. H. Multi -Family Max. Lot Coverage from 40% to 65% Multi -Family Max. Lot Coverage from 65% to 75% for Lot 4A I. Multi -Family Front Yard Setback from 20' to 10'. J. Multi -Family Rear Yard Setback from 30' to 5'. K. Multi -Family Rear Side Yard Setback from 20' to 5'. ANEMN ) 464WE 1410 southburlinoon PLANNING & ZONING January 21, 2009 Joe Segale South Village Communities, LLC 70 South Winooski Avenue Burlington, VT 05401 Re: #SD-08-63 and #SD-08-64 Dear Mr. Segale: 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 January 20, 2009 (effective 1/20/09). 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 July 17 2009) or this approval is null and void. If you have any questions, please contact me. Sincerely, Betsy McDonough Brown Planning & Zoning Assistant Encl. CERTIFIED MAIL RETURN RECEIPT: 7008 0150 0003 6150 6093 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com I r 1�FRO®,% southburlington PLANNING & ZONING January 21, 2009 Joe Segale South Village Communities, LLC 70 South Winooski Avenue Burlington, VT 05401 Re: #SD-08-60 and #SD-08-61 Dear Mr. Segale: 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 January 20, 2009 (effective 1/20/09). 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 Ra Belair for recordin along with an 11 recording fee per mylar by July 17 2009) or this approval is null and void. If you have any questions, please contact me. Sincerely, bmq 6)Z6�- Betsy McDonough Brown Planning & Zoning Assistant Encl. CERTIFIED MAIL RETURN RECEIPT: 7008 0150 0003 6150 6093 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com #SD-08-63 #SD-08-64 CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING AND ZONING SOUTH VILLAGE COMMUNITIES, LLC - 24 & 28 WEST FISHER LANE PRELIMINARY PLAT APPLICATION #SD-08-63 FINAL PLAT APPLICATION #SD-08-64 FINDINGS OF FACT AND DECISION SoOth Village Communities, LLC, hereinafter referred to as the applicant, is seeking preliminary and 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 lot #19 developed with a two (2) family dwelling into two (2) lots, 24 and 28 W. Fisher Lane. The Development Review Board held a public hearing on Tuesday, January 20, 2009. Joe Segale represented the applicant. Based on testimony provided at the above mentioned public hearing and the plans and supporting materials contained in the document file for this application, the Development Review Board finds, concludes, and decides the following: FINDINGS OF FACT The applicant is seeking preliminary and 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 lot #19 developed with a two (2) family dwelling into two (2) lots, 24 and 28 W. Fisher Lane. 2. The owner of record of the subject property is South Village Communities, LLC. 3. The subject property is located in the Southeast Quadrant (SEQ) Zoning District. 4. The plan submitted is entitled, "Plat of Survey South Village Communities, LLC Lot 19-2 Townhouses 24 & 28 West Fisher Lane South Burlington Vermont", prepared by Civil Engineering Associates, Inc., dated Dec. 18, 2008. Dimensional Standards: The applicant is proposing to subdivide an 11,097 sq. ft. lot (lot #19) developed with a two (2) unit multi -family dwelling into two (2) separate lots. This action would create non- conforming lots and therefore will not be considered two lots for planning and zoning. For purposes of planning and zoning, the two (2) lots included in this subdivision shall be considered one (1) 11,097 sq. ft. lot. 1 FAUSERS\Planning & Zoning\Development Review Boa rd\Findings_Decisions\2009\SouthVillage\sd086364_ffd.doc #SD-08-63 #SD-08-64 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. (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. (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. 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). 2 FAUSERS\Planning & Zoning\Development Review Boa rd\Findings_Decisions\2009\Sou WIIage\sd086364_ffd.doc #SD-08-63 #SD-08-64 (d) Landscaping and Screening Requirements There are no changes to the above criteria in relation to this application. DECISION p Motion by «11`� , seconded by & �/� to approve Prelimi ary Plat Applic tion #SD-08-63 and Final Plat Applicatio #SD-08-64 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. The plans shall be revised to show the changes below and shall require approval of the Administrative Officer. Three (3) copies of the approved revised plans shall be submitted to the Administrative Officer prior to permit issuance. a. The subdivision plat shall be revised to include the signature and seal of the land surveyor. 4. For purposes of planning and zoning, the two (2) lots included in this subdivision shall be considered one (1) 11,097 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. 5. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. 6. Any changes to the final plat plan shall require approval of the South Burlington Development Review Board. 7. The final plat plan (survey plat) shall be recorded in the land records within 180 days or this approval is null and void. The plan shall be signed by the Board Chair or Clerk prior to recording. Prior to recording the final plat plan, the applicant shall submit a copy of the survey plat in digital format. The format of the digital information shall require approval of the Director of Planning and Zoning. 3 F:\USERSTIanning & Zoning\Development Review Board\Findings_Decisions\2009\SouthVillage\sd086364_ffd.doc #SD-08-63 #SD-08-64 Mark Behr — er&nay/abst in/not present Matthew Birmingham — e nay/abstain/not present John Dinklage — a/nay abstain of presen Roger Farley — ea ay/abstain/not present Eric Knudsen — ea nay/abstain/not present Peter Plumeau — a/nay/abstain of prsent e Gayle Quimby —yea nay/abstain/not present Motion carried by a vote of S - D - () - 1 Signed this ✓f day of 2009, by Mark Behr, Vice Chairman Please note: You have the right to appeal this decision to the Vermont Environmental Court, pursuant to 24 VSA 4471 and VRECP 5 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). 4 FAUSERS\Planning & Zoning\Development Review Board\Findings_Decisions\2009\SouthVillage\sd086364_ffd.doc #SD-08-60 #SD-08-61 CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING AND ZONING SOUTH VILLAGE COMMUNITIES, LLC -1840 SPEAR STREET FILECk,� � PRELIMINARY PLAT APPLICATION SD 08 608-60 FINDINGS OF FACT AND DECISION South Village Communities, LLC, hereinafter referred to as the applicant, is seeking preliminary plat and 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 residential unit project. The amendment consists of: 1) subdividing a 1.05 acre lot (lot 4) into two (2) lots of 0.53 acres (lot 4A) and 0.52 acres (lot 4B), 64& 96 Aiken Street, and 2) increasing lot coverage waiver from 65% to 75%, 1840 Spear Street. The Development Review Board held a public hearing on Tuesday, January 20, 2009. Dave Marshall represented the applicant. Based on testimony provided at the above mentioned public hearing and the plans and supporting materials contained in the document file for this application, the Development Review Board finds, concludes, and decides the following: FINDINGS OF FACT The applicant is seeking preliminary plat and 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 residential unit project. The amendment consists of: 1) subdividing a 1.05 acre lot (lot 4) into two (2) lots of 0.53 acres (lot 4A) and 0.52 acres (lot 413), 64& 96 Aiken Street, and 2) increasing lot coverage waiver from 65% to 75%, 1840 Spear Street. 2. The same request was made and approved by the board in May 2008; however the applicant did not record the Mylar in time and the approval lapsed. 3. The owner of record of the subject property is South Village Communities, LLC. 4. The subject property is located in the Southeast Quadrant (SEQ) Zoning District. 5. The plan submitted is entitled, "Phase 1 Subdivision Plat", prepared by Civil Engineering Associates, Inc., dated July, 2004, last revised on 3/31/08. F:\USERS\Planning & Zoning\Development Review Board\Findings_Decisions\2009\SouthVillage\SP086061_FFD.doc #SD-08-60 #SD-08-61 Subdivision of Lot 4: The applicant is proposing to subdivide Lot 4 into two parcels of .53 and .52 acres respectively. The minimum lot size in the Southeast Quadrant for multi -family residential is approximately .92 acres. Therefore, the applicant is requesting a waiver of the minimum lot size. The Board has no objections to this request. Had the applicant not drawn a property line around each building, the same buildings would meet the ordinance as it simply refers to minimum lot size for multifamily residential and does not relate to the number of units. Increased Lot Coverage: The applicant is proposing to increase the approved percentage of impervious lot coverages on the multifamily lots in Phase 1 from 65% to 75%. The applicant is not requesting a change to the limitation on lot coverage for the entire project, which remains in the range of 16% at full build -out. The Board should discuss this request. DECISION Motion by �� « k �'/ seconded by to approve Preli inary Plat Ap lication #SD-08-60 & Final Plat Applicatio #SD-08-61 of South Village Communities, 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. The plat shall be revised to show the changes below and shall require approval of the Administrative Officer. Three (3) copies of the approved revised plat shall be submitted to the Administrative Officer prior to permit issuance. a. The survey plat shall be revised to include the signature and seal of the land surveyor. 4. The Board approves increasing the overall lot coverage from 65% to 75 % for lots 4A & 4B. 5. Any changes to the final plat plan shall require approval of the South Burlington Development Review Board. 6. The final plat plan (survey plat) shall be recorded in the land records within 180 days or this approval is null and void. The plan shall be signed by the Board Chair or Clerk prior to recording. Prior to recording the final plat plan, the applicant shall submit a copy of the survey plat in digital format. The format of the digital information shall require approval of the Director of Planning and Zoning. 2 FAUSERS\Planning & Zoning\Development Review Boa rd\Findings_Decisions\2009\SouthVillage\SP086061_FFD.doc #SD-08-60 #SD-08-61 Mark Behr —�/nay/abst in/not present Matthew Birmingham — ea ay/abstain/not present John Dinklage — yea/nay/abstain not resen Roger Farley Vnay/abstain/not ay/abstain/not present Eric Knudsen resent Peter Plumeau — ea/nay/abstain of present Gayle Quimby ye nay/abstain/not present Motion carried by a vote of Signed this day of 2009, by ark Behr, Vice Chairman Please note: You have the right to appeal this decision to the Vermont Environmental Court, pursuant to 24 VSA 4471 and VRECP 5 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). FAUSERS\Planning & Zoning\Development Review Boa rd\Findings_Decisions\2009\SouthVillage\SP086061_FFD.doc } 10 Mansfield View Lane Phone: 802-864-2323 South Burlington, VT 05403 Fax: 802-864-2271 E-Mail: mail@cea-vt.com January 20, 2009 Mr. Ray Belair City of South Burlington Planning & Zoning Office 575 Dorset Street South Burlington, Vermont 05403 Re: South Village PRD Calkins / South Village Communities, LLC Phase I Preliminary & Final Plat Amendment Application Lot 4 Subdivision Mylar Dear Mr. Belair: Please find attached one copy of the recordable mylar and 3 paper copies for signing by the Development Review Board Chair. If you should have any questions, please feel free to contact me at 864-2323. Respectfully, David S. Marshall, P.E. Project Engineer \dsm Attachments: Lot 4 Subdivision Recordable Mylar 3 Paper Copies cc: J. Segale (w/ enclosure) Santo Longo, Esq. (w/ enclosure) CEA File 01243.00 (w/ enclosure) CAI Let\01243\Phase Melair Lot 4 Mylar.wpd uthb ., lington VLANTW ZONING December 31, 2008 South Village Communities, LLC 70 South Winooski Avenue Burlington, VT 05401 Dear Property Owner: Enclosed is a copy of a public hearing notice that was printed in the Burlington Free Press. It includes an application for development on your property. This is being sent to you and the abutting property owners to make aware that a public meeting is being held regarding the proposed development. The official agenda will be posted on the City's website (www.sburl.com) by the Friday prior to the meeting. 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 local regulatory proceeding shall consist of offering, through oral or written testimony, a statement of concern related to the subject of the proceeding." If you would like to know more about the proposed development, you may call this office at 846-4106, stop by during regular office hours, or attend the scheduled public meeting. Sincerely, &b(A &A� Betsy McDonough Brown Planning & Zoning Assistant Encl. cc: Dave Marshall 576 Llursi t Strcwt auth Surlingtoil. YT 05403 tut 8(2-84s.tP,-if taw 11U_f346.4101 wwwa s url_cprn December 31, 2008 Ernest & Margaret Burti PMB 194 150 Dorset Street South Burlington, VT 05403 Dear Property Owner: Enclosed is a copy of a public notice published in the Burlington Free Press. It includes an application for development that abuts property you own. This is being sent to you to make 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 local regulatory proceeding shall consist of offering, through oral or written testimony, a statement of concern related to the subject of the proceeding." If you would like to know more about the proposed development, you may call this office at 846-4106, stop by during regular office hours, or attend the scheduled public hearing. Sincerely, 6t* bww�, Betsy McDonough Brown Planning & Zoning Assistant Encl. 5,7Durstt Stroat Seuth Rurliap4Dn, VT D5403 tel fax 802_5WMI TAvs nr.thurt.t m December 31, 2008 William & Lynette Raap 22 Dewey Place South Burlington, VT 05403 Dear Property Owner: Enclosed is a copy of a public notice published in the Burlington Free Press. It includes an application for development that abuts property you own. This is being sent to you to make 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 local regulatory proceeding shall consist of offering, through oral or written testimony, a statement of concern related to the subject of the proceeding." If you would like to know more about the proposed development, you may call this office at 846-4106, stop by during regular office hours, or attend the scheduled public hearing. Sincerely, *&du�, Betsy McDonough Brown Planning & Zoning Assistant Encl. 575 durs*t Stuart South Hurtxmgtom, Vr 454o3 tw1 gpt_ .t,0 Sax 002.846.4101 www.sburi.co Cs December 31, 2008 Anne Renner 32 Dewey Place South Burlington, VT 05403 Dear Property Owner: Enclosed is a copy of a public notice published in the Burlington Free Press. It includes an application for development that abuts property you own. This is being sent to you to make 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 local regulatory proceeding shall consist of offering, through oral or written testimony, a statement of concern related to the subject of the proceeding." If you would like to know more about the proposed development, you may call this office at 846-4106, stop by during regular office hours, or attend the scheduled public hearing. incerely, &t9 60VA- Betsy McDonough Brown Planning & Zoning Assistant Encl. M Darsot Strict south yr nE493 tr] h02-648,41 11 fax 001.04 A101 wrovir.stturI-cwut a� \ vvar rlua. Auu /- cups pomegranate tizer. main course or vegetarian op - syrup. 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Inn ce z- Ity tee Is tar y_ Stl Ir n HL wn DECEMBER 31, 2008 le y-_, a I not r.IT.N CALL 651-4867 1 EMAIL: LEGALSC4!BFP.BURUNGTONFREEPRESS.COM I FAX: 862.5622 South Burlington, Vermont, Defendants Broadfoot &Associates NoticesLegal 30 Main Street - Suite 322 NOTICE OF SALE Burlington, VT 0"" PUBLIC HEARING By virtue and in execution of the Power of (802)863_7020 SOUTH BURLINGTON DEVELOPMENT Sale contained in a certain mortgage given Name of Public a tion:.Burlington REVIEW BOARD b T I 7" - Go s Cops The South Burlington Development Review James National N The Hour N Board will hold a Public hearing at the South # � CSI NY TO News Ro e T Burlington Public Works Building, 2nd floor u Conference. Room, 104 Landfill Road, Bnty Do Bnty Dog Bnty Dog BntyDog Bnty Do Bat South Burlington, Vermont on Tuesday, Jan- uary 20, 2009 at 7:30 P.M. to consider the x a Han 'Em High �1968 TV14 following: art . Best Show Machines w Year' New Year's EI.Spec. siana State vs Geol sketball Saints Home Vid Hannity N Next Star British HL lionre. Fam. Feud I Boyfriend CI Sold 1st Place �1 Deadly Sin is (2008) IPA• EDE 5 :ollege Basketball I E ttation Faith e Vid 1 _ 1700 Club dY?009 (N) Star Next Star Hunter UFO Files gPro4(2 008)(IvPG1 Rock Year _ 'Inside NFL IRed, White Yz 'c Rider {2007�*�Crash�TVM, Hollow ,Man II (2Uo6) (:05)=Blackil Globe First Publication Date:December Second Publication pate:Decem Address of Probate Court: C6ittenden District Probate.Cour P.O. Box 511 Burlington, VT 05402-0511 • December 24 & 31, 2008 ary 14, 2009, at 409 Farrell Street #403, United States District 0 1. Preliminary plat application #SD-08-60 & "South Burlington, Vermont all and singular For the District of Vern final plat application #SD-08-61 of South the premises described in said mortgage: UNITED STATES OF AMERIC, Village Communities, LLC to amend a previ- ously approved planned unit development of To Wit: V. Phase 1 consisting of 156 residential units Being condominium unit Co. .403 (The ?LICE BOYER, Defend and r 100 student educational. facility, .of a "Unit") of City's Edge Condominium (The Civil No. 1:04-cv-22 334 residential unit project. The amendment consists of: 1) subdividing a 1.05 acre lot "Condominium") as described. and depicted NOTICE OF JUDICIAL Sr (lot 4) into two (2) lots of O.53 acres (lot 4A) in the amended and restated declaration of acid 0.52 acres (lot 46), 64 & 96 'Aiken covenants, conditions, restrictions, ease- In obedience to a Judgment I Street, and 2) increasing lot coverage Aiken ver meats, lien and development rights for the of Foreclosure and Order for PL from t, and 2) increasing , 1840 Spear Street. City's Edge Condominium and al exhibits ed December 20, 2004 and rei thereto, dated July 22, 2004 and recorded in. Town of Cambridge, Vermont,I 2. Prelimina Volume 699, Page 578 of the City of South for breach of the mortga ry plat ''application #SD-08-63 BurlingtonLand Aecords, as amended by therein, and for the purposeg and final plat. application #SD-08-64 of South Village Communities, LLC to amend a amendment dated February 10, 2005. and the same, NOTICE IS HEREBY previously approved planned unit develop- second amendment dated March 3, 2005 on the 17th day of February, 2 meat of Phase 1 consisting of 156 residen and recorded in Volume 699, Pages 676-678 a.m., at the land and premis tial units and a 100-student educational fa- and 679 681, respectively (The" Declara 1044 Stebbins Road, Jeffer cility, of a 334 residential 'unit project, The tion") together with the units allocated in 05464, the United States Mar amendment consists of. subdividing lot #19 terest in the common elements of the con- the' real property and in developed with a two (2) family dwelling dommium as depicted and described in Ex- thereon, " further described i into two (2) lots, 24 & 28 W. Fisher Lane. hibit "F" of said declaration. The common gage (the "Property") at public elements include a leasehold interest in the IS, WHERE IS" with no rthee 3. Preliminarypp land, which land was conveyed warranties of any kind, to the plat application SD-0 #SD f Kirby & lington Community Land Trust Inc. the Bur- best bidder for cash. re the s final plat application #SD-08-66 . of Kirby y War- cessful bidder shall be required Road Partners, LLC for a planned unit devel- ranty Deed'of DB Morrissey, LLC and EF Far- the time of sale with the Unitec opment consisting of constructing six (6) rell, LLC, dated March 22, 2004 and record- shal or his representative a min single family dwellings on a 1.34 acre parcel ed. in Volume 654, Page 355-+361 of the (10) percent of their. bid, althou developed with a single .family dwelling, 68 City of South Burlington Land Records (The percentage may be accepted at Kirby Road. "Leased Premises") and all improvements on tion of the United States Marsha the leased premises, including but not resentative, provided that the r 4. Final plat application #SD-07-64 of. Allen limited to the :building, exclusively on the the ten percent is deposited witl Road Land Co for a planned unit develop- leased premises, including but not limited to business days from the sale.. Ur ment consisting of 30 dwelling units in four the building, exclusively of the Unit '(The tate taxes, assessments or other (4) buildings, with an existing single family unit and its allocated interest are collective Town of Jeffersonville shall be dwelling to remain, off 725 Hinesburg Road I ly referred to as the "Property") the date of closing. in the City. This is a remand from the Envi The legal description of the pr ronmental Court Docket No. 35 2 08 Vtec December 24 & 31, 2008 &January 7, 2009 closed upon can be found in th, and the proceedings will be limited in scope filed in the Cambridge Land Rec in accordance with the Court's Entry Order State of Vermont deeds an instruments of record issued December 26, 2008. District of Chiffenden, SS cal address of the property is 11 Probate Court Road, Jeffersonville, VT 05464. John Dinklage, Chairman Docket No. 32641 The mortgagor is entitled to South Burlington Development Review property at any time prior to Board paying the full amount due In RE the Estate of Donald Dale Kleppinger, Judgment Order, and Decreed late of South Burlington, Vermont. sure, including the, costs and Copies of the applications are available for sale. Public inspection at the South Burlington NOTICE TO CREDITORS An OPEN HOUSE will be held at City Hall. ty on January 20, 2009 between To the creditors of the Estate of Donald Dale and 1:00 p.m. December31,2008 Kleppinger, late of South Burlington, Ver- The Unites Sates reserves th mont.. cancel or postpone the sale at any tirr STATE OF VERMONT I have been appointed a personal represen- For a written copy of Decree of CHITTENDEN SUPERIOR COURT tative of the above named estate. All credit- which contains the terms and c( CHITTENOEN COUNTY, SS. the sale please contact Assisi DOCKET NO. S217-08 CnC ors having claims against the estate must present their claims in writing within 4 .States Attorney Melissa Ranaldo I months of the date of the first publication of VT25 or by mail at P.O. Box 05402-0570I Inquires can7als Taylor, Bean & Whitaker Mortgage Corpora• this notice. The claim must be presented to to: lion, Plaintiff me at the address listed below with a copy filed with the register of .the Probate Court. Michael S. Bard, State Office Housinc V. The claim will be forever barred if it is not Specialist Presented as described above within the . Rural Housing Service• Ian Parkin Burton, Kelley L. Burton four month deadline. City Center, 3rd Floor fA/a Kelley L. Bennett, 89 Main Street Citibank Federal Savings Bank, Dated: December 17, 2008 Montpelier, VT 05602 And Occupants residing at ' Citys Edge Condominium Association 802-828-6013 www.resales.usda.gol K le 409 Farrell Street ff403, /s/ Patricia PPinger • C/o Richard Damalouji, Esq. Dec.17, 24 & 31, 2008 & Jan. 7, 2001 y ay or, Bean at Whitaker Mortgage Cor- poration to Ian Parkin Burton dated Septem- ber 29, 2005 and recorded in Volume 736, South4 urrllington, oth fwhichrdmortgage the uns of the Town f dersigned is the present holder, for breach of the conditions of said mortgage and for the purposes of foreclosing the same will be sold at Public Auction at 2:30 P.M. on Janu- 1 ) r f� southburlington PLANNING & ZONING January 16, 2009 Joe Segale South Village Communities, LLC 70 South Winooski Avenue Burlington, VT 05401 Re: South Village 1/20/09 hearings Dear Mr. Segale: Enclosed is the agenda for next Tuesday's Development Review Board meeting and staff comments to the Board. Please be sure that someone is at the meeting on Tuesday, January 20, 2009 at 7:30 p.m. Also, please note that this hearing will be held at the Department of Public Works, 2nd Floor Conference Room, 104 Landfill Road (off Patchen Road). If you have any questions, please give us a call Sincerely, Betsy McDonough Brown Planning & Zoning Assistant Encl. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com Page 1 of 1 j Betsy Brown From: Betsy Brown Sent: Wednesday, January 21, 2009 10:59 AM To: dmarshA-vt.com' Subjec .South Village Decisio from 1/20/09 Hi Dave — I ve attac edh the South Village DRB decisions from the 1/20/09 meeting. Let us know if you have any questions. -Betsy Betsy McDonough Brown Planning & Zoning Assistant City of South Burlington 575 Dorset Street South Burlington, VT 05403 Ph: 802.846.4106 e_mcdonough (�,sburl. com www.sburl.com 1/21/2009 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 been heard by the DRB. 24 V.S.A. § 4461(b)(3). Upon recei t of otice of a d appehaval to the environmental court, the DRB must supply a list of interested persons to the eal appellant in five working days. 24 V.S.A. § 4471(c). HEARING DATE. 3-1W, NAME MAILING ADDRESS PROJECT OF INTEREST ?ays4 A�J L - Y,-,, c6l*y, l�- (ristev\Ct tt sia; u OS44- G9 - 1 ilk ?6-x� 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 been heard by the DRB. 24 V.S.A. § 4461(b)(3). Upon recei t of otice of a d a aving the environmental court, the DRB must supply a list of interested persons to thepeal to appellant in five working days. 2 V.S.A. § 4471(c). HEARING DATE. � L Z- ` ,P IEIE NAME MAILING ADDRESS PROJECT OF IN R*V ska -47)'t-� Gtk,� L-IeMA� s � D5l'� & kd L �--�- 7;2 z— N 'P yctli /6/. ��- 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. 2 V.S.A. § 4471(c). €A. —RING DATE: YLE'PSE `f2KUKT NAME MAILING ADDRESS PROJECT OF INT EREST 70 Sa-Ulimooci rBarl v o k+b ,40.() d �— r� C18/1 L E, I G I NssitlIN G A�4'50OCI A fE50. 1IN CA, 10 Mansfield View Lane South Burlington, VT 05403 January 20, 2009 Mr. Ray Belair City of South Burlington Planning & Zoning Office 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 Lot 19 Subdivision SD-08-64 Dear Mr. Belair: Please find attached one copy of the recordable mylar and 3 paper copies for signing by the Development Review Board Chair. We understand that the Notice of Conditions has been approved by the City Attorney and now just needs to be executed. If you should have any questions, please feel free to contact me at 985-2323. Respectfully, David S. Marshall, P.E. Project Engineer \dsm Attachments: Lot 10 Subdivision Recordable Mylar 3 Paper Copies cc: J. Segale (w/ enclosures) Santo Longo, Esq. (w/ enclosures) CEA File 01243.00 (w/ enclosure) CAI I-et101243\Phase ABelair Lot 19 Mylar.wpd CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING DEVELOPMENT REVIEW BOARD Report preparation date: January 15, 2009 \drb\sub\southvillage\64Aiken_sit.doc Application received: December 11, 2008 SOUTH VILLAGE COMMUNITIES LLC 64 AIKEN STREET SITE PLAN APPLICATION #SP-08-117 Agenda # 11 Meeting Date: Jan ary 20, 2009 Owners/Applicant Property Information South Village Communities LLC Tax Parcel 0007-00064 c/o David Scheuer SEQ Zoning District 70 South Winooski Ave Burlinqton, VT 05401 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 sit doc PROJECT DESCRIPTION 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. A similar request was made and approved by the board in May 2008; however the applicant did not record the Mylar in time and the approval lapsed. As part of this application, the applicant has also addressed previous the previous concerns by the Board. COMMENTS Associate Planner Cathyann LaRose and Administrative Officer Ray Belair, referred to herein as Staff, have reviewed the plans submitted on April 23, 2008 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. Should the Development Review Board approve the applicant's request for a waiver of overall coverage as part of related applications (SD-08-24 and SD-08-25), 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). 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 shared 20' curb cut from Aiken Street. This is a private entrance drive. Staff has no concerns with the proposed curbcut. The twelve (12) proposed units require twenty-seven (27) parking spaces. The site plan includes parking for 27 vehicles (eighteen spaces in the subsurface garage, nine spaces in the proposed parking area and access drive). However, based on the site plan submitted, the parking spot dimensions do not meet the standards of the SBLDR. The plans should be revised to ensure that the underground parking spaces meet the requirements of Table 13-8 of the SBLDR. 1. The site plan shall be revised to ensure that all parking spaces meet the requirements of Table 13-8 of the SBLDR. Pedestrian movement is adequate. CITY OF SOUTH BURLINGTON 3 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\southvillage\64Aiken sit doc (b) Parking shall be located to the rear or sides of buildings to the greatest extent practicable. Parking is proposed to be located to the side 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 roof of the proposed building is a hybrid of flat and pitched. The height of the building is proposed to be 37.6 feet to the midpoint of the eave for the sloped portion of the roof. The height of the building to the top of the flat portion of the roof is proposed to be 38 feet. The maximum height for a flat roofed building is 35 feet. The maximum height for a pitched roof building is 40 feet. The Board previously discussed this matter and determined that they wish to classify this building as a flat roof or pitched roof building, thereby necessitating a height waiver of three (3) feet. The Board previously granted a height waiver of three feet. 2. The Board grants a height waiver of three (3) feet. (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 reviewed the 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. (� 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. CITY OF SOUTH BURLINGTON 4 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\southvillage\64Aiken sit doc 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 dumpsters are proposed to be located within the parking garage. (d) Landscaping and Screening Requirements Based on submitted building costs of $1,536,000, the minimum landscaping budget should be $22,860. The applicant is proposing $22,970 in landscaping. 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. 5. 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. The plans do include landscaping around the utility cabinets. 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 included in the garage. 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 for building mounted lights; they meet the standards set forth in the SBLDR. There is no proposed ground or pole -mounted lights. Other The City of South Burlington Fire Chief has not yet reviewed the plans or provided comments CITY OF SOUTH BURLINGTON 5 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\southvil1age\64Aiken sit doc 7. The South Burlington Fire Chief shall review the plans and provide comments. The applicant shall adhere to the comments of the City of South Burlington Fire Chief; if necessary, the plans shall be revised accordingly. 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 Committee has been reduced to merely two members who have not been able to meet. The Planning Commission is working with staff to redesign the scope and function of this Committee. In the interim, staff recommends that the Development Review Board function as the Design Review Committee in oversight of this project. The applicant has submitted all the details which would facilitate this review. Staff has also reviewed the design specifications for the proposed multi -family and has no concerns or objections and finds it in compliance with the general goals of the Comprehensive Plan for the Southeast Quadrant. Staff recommends that the Board approve Site applicant satisfactorily addressing the conditional report. Respectfully submitted, L 6 athyInIaRose, Associate Planner Plan Application #SP-08-117 subject to the items included in the comments section of this Copy to: David Scheuer for South Village, Owner and Applicant Dave Marshall, Civil Engineering Associates, Contact am (5outhVfflaW RECONNECT www.SoutliViUage.com 802-861-7600 M. STREET `%IEW PERSPECTIVE BECwm FUNK EKICKSCr .................... A R C H I T E C T S Fr - - - �WIN mull,1FF:�u'I'mc- j ®®�® mml llr7!11E c5outhVfflaW RECONNECT www.SouthVillage.com 802-861-7600 ti — PRIVACY FENCE NOT SHOWN FOR CLARRY STREET ELEVATION BEcHm FRMK EK m=N .................... A R C H I T E C T S 6 i ................... ..... ............. ............ -..' FRONT ?EA!,T) [LEVATION 'A�ULUAULV F1 EM I P't 170 El E I t. I ME it. ................. ... ::�7 ........... REAR (4'Ir5r) EL EVATION c� I_I I .; _ _ _ M-01.11 � UJ�'�ll ' _ P- . IT i )V.�nL flim F-1, .................. 51IT (NaRrIll LLEVATIOtl .7 4m JR . . . . . . . . . . . . . . rxTER Epp: .............. ....... — ................ ........... ...... .. 51VE (!'APO ELE /ATION_ I,Ll*, r a, Of A-3 OFF PROPERTY LANDSCAPING NOT CONSIDERED TO BE PART OF LOT 4A SUBMITTAL II I I 1 I I I I e' I I �I FOR APPROVAL 1 r 1 I South Village Lot 4A - Condominium Building Planting Schedule and Estimate , ML KEY QTYJ SCIENTIFICN I I 1 I DECIDUOUS TREES 1 Acer x it tumn axeAutumn Biwa Mapoe 1 EVERGREEN TREES ' GIBate de pence 5, j 1 10 1 Inus roous ,to Fine h 1, 00 7,5 1 , \ 11 SHRUBS I 1 IV 1 8 1 lez crate acepon' I VVInterberry 13 Gal. I Container of B/R55 - I SHRUBS - I i Y 1 22 1 He"rocallisHyperion' Hyperion Dayfilly I t Gal. I Container of Provided $22,970 Cost of Buildina Incremen Landscadna Value Required $1,536,000 First$250.000 - 3% _. $7500 ---- - __ Second $250,000 2% - $5,000 Remainder — -1% .__... S10.360 1 Required $22,860 ---I i I I 1 •t% i I t 1 `s 1 1 V' I II 11 j 0 \ I 574.6., ,tl DO � i r•� I �'tY I� 1 i _ I 1 1 1 1 y — __ _- _.—_ ___� __._ _ - I ' d-.R.. en.nde ,Rey I ••i 17. 2 ----- - — - - - T LIMIjI:3 71 - 1 n kl I i 7 i 1 e I I I �._ -..—. _—__-___ _.__..—_—_—i- , i Thy/\ % •i � �'Y i OVERALL PLANTING PLAN —— - - - --- - - -.. --- ---- - - 1a . 40'-0- I rlamo � 4 1 AP I 3�7 0- PLANTING PLAN @ TOWNHOMES 1' = 20'-0" SITE ENGINEER: I\ CIVIL ENGINEERING ASSOCIATES, INC. P.O. f -)x 4B5 sw.Leunw, VT uwv Bal-a962aT9 Fi1K: WT91 xeh xxw.cetN.aom an" ARRe -AIL elaRTs gbRHvv® aLPO 0 �,�,,,,�„ , LandWorki DR w&iI .y. VenweR \`� \\`v 1PPROTI9 OWNER: SOUTH VILLAGE COMMUNITIES, LLC. / 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 PLATTITLED: •DOWNING-CALIONS REVOCABLE TRUST-SOVTH VILLAGE -PLATOF SURVEY", DATED MARCH 23, 2005. RECORDED IN THE SOUTH BURLINGTON LAND RECORDS. TO THE BEST OF MY KNOWLEDGE A 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 COMPLWNCE WITH 27 VSA 1403. THIS STATEMENT VALID ONLY WHEN ACCOMPANIED BY MY ORIGINAL SIGNATURE A SEAL (ABOVE). TIMOTHY R. COWAN VT LS 597 PROJECTTITLE: SOUTH VILLAGE � SPEAR STREET AND ALLEN ROAD SOUTH BURLINGTON, VT LOCATION MAP I_ = 5000 OATH CaY60 1aT01011 LOT 4 CONDOMINIUMS PLANTING PLAN OATH 4.28.08 OWHlliC NUYBHR 9cAllt VARIES L-6.2 "W. No. 01243 it I' I i ' BUCK RETAI 1 �i 1 i RAPHIC s ALE i �� \ \ 1 (REDI ROCK • �I �i I \\ \ \ I ! EQ AL WITH II m o o m \\ I- - - FENCE -ATOP Im.I \ \ I 1l I 1 \ I h -20 I TI. 1 C� LOt 4A AFEA 0.53 AC. /0) O- it �I� N SOOTHEAT QUADRANT I RICTit V `A_ I II �it Ij _, I�?IEr"� i I _1_= f u, PARKING SPACES 21 E 'I'D 27 PROVIDE[ ` HANDICAP SPA�ES Q'D 2 PROVIDE 1 �' I NI k -i = DUMPSTER LO�ATIO I SIDE GARAGE �� ; , 1 ALL EX � ERIOR LIG T ARE OUILDINQ MO NTED`- I ' 1 BTCYCLEliACK T PROVI1"' ED IN Y= ' I l ! I 1 , BUILD( (LIGHTING QARAG� LEVEL'( (TYP.) Ln 6' WIDE CONCRETE SI)pEWALK 1 I \\ \\ 1 \ \\ CT\ \ \ ' 1 =l= III I , 5' WIDE CONCRETE / 1 SIDEWALK; rF 00 } X l -_ it I I 1 I CO I' / d CURRENTi CLEARING � I OR ,I ; CO LIMITS It ; I of I I I 0 i� 1 I I I 6) EXISTING i zl j j I HOODED ARO i I i I � i d 1• FU ' I ' PA SH NO O 1Nk II I 1 " AP , ', II ' Ic ��', \\ \ 1 \ \ PAR 1 \ --- I ' I I 'I I I � \ I I i 3 li- I / I TU UI�DING AND 1019OVEMENTS O Pl ,ON LOOT 4B ARE POT OF, REOUETSED, ROVAL F0,R LOT 4A , \ 1 I \ \ vj l I I, r 11 I� 30+r'00 I P +n r, AD �i - - i , (T1yP. I' I I I i 1 I \ II �1 I I 1 RE (4 ' III I 1, DUP i \ I .I l I \ I VAN ACCESS16LE HANDICAP SPACE --� __Y1p---� L PLANS PREPARED BY: � I� f 1 I ICIVIL ENGINEEIING ASSOCIATES ING P.O. BOX 185 SHELBURNE, Vf OS482 0024 2= FAX =-QRS- 1l ry www.caer — I ACL GNEL�D DSM �IMICANT: = - SOUTH VILLAGE n j_j COMMUNITIES, LLC. PROJECT CONSULTANTS LAND LW PLANA0 LOONEY RICKS KISS NASHVILLE, TN CM ENGINEER CIVIL ENGINEERING ASSOCIATES SHELBURNE, VT TfL11ny ENGINEER TND ENGINEERING OSSIPEE, NH LANDSGIPE ARCHITECT LAND -WORKS MIDDLEBURY, VT PROJECT TITLE: SOUTH VILLAGE B o c h B u r l l n t o V c o, SPEAR STREET AND ALLEN ROAD SOUTH BURLINGTON, VT �i E— CAP WATER SHUT-OFF HYDRANT ; �I I I li I ® GATE VALVE —G— GAS —W— WATER ' I 1 —SS— SANITARY SEWER I I -•-ST-- STORM DRAINAGE -•-UD-•- UNDERDRAIN —E — ELECTRICAL I I DArs c®c® nvmcOB 5-15-00 D91/I0. MSD W-4M LM PARIM AM on Imumm I 1 ' 10-22 osl/Aa PE\1SD BWDNG FOOIPRNT ' I 1211-OE Dsll/Aa KOSD PLM FOR LOT M 910TTAL LOT 4 J IMPROVEMENTS 31+0P—, k-mm PLAN APRIL, 2008 ------- ----- I� 1' - 20' No. I I ! \ 01243 DM.D1G BUM C-13.1 1 ram, Ism southburlington PLANNING & ZONING January 21, 2009 Joe Segale South Village Communities, LLC 70 South Winooski Avenue Burlington, VT 05401 Re: Site Plan Application #SP-08-117, 64 Aiken Street Dear Mr. Segale: Enclosed, please find a copy of the Findings of Fact and Decision rendered by the Development Review Board on January 20, 2009. 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, Betsy McDonough Brown Planning & Zoning Assistant Encl. CERTIFIED MAIL RETURN RECEIPT: 7008 0150 0003 6150 6093 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com Site Plan Application Permit Number SP- (� D - V 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. 70 South Winooski Ave Burlington, VT 05401 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. 70 South Winooski Ave, Burlington, VT 05401 1-802-863-8323 4. CONTACT PERSON (person who will receive all correspondence from Staff. Include name, address, phone & fax #): Joe Segale, PE, South Village Communities, LLC. 70 South Winooski Ave, Burlington, VT 05401 1-802-863-8323 a. Contact e-mail address: js retrovest.com // 5. PROJECT STREET ADDRESS: 1840 SPear.Street--• b Nth 6. TAX PARCEL ID # (can be obtained at Assessor's Office): 1640-01840 7. PROJECT DESCRIPTION a. General project description: Subdivision of Lot 4 into two lots 4A & 4B. Revise individual lot coverage on Lot 4A from 65% to 75%. b. Existing Uses on Property (including description and size of each separate use): None Site Plan Application c. Proposed Uses on property (include description and size of each new use and existing uses to remain): 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 7,410 SF each. 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. 8. LOT COVERAGE Total Parcel Size: 23,087 Sq. Ft. a. Building: Existing 0% / Proposed 32% / 7,410 sq. ft. sq. ft. b. Overall impervious coverage (building, parking, outside storage, etc) Existing 0% / sq. ft. Proposed 71 % / 16,276 sq. ft. c. Front yard (along each street) Existing NA% / sq. ft. Proposed NA% sq. ft. d. Total area to be disturbed during construction (sq. ft.) 0.6 Acres* * 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): $ 1,536,000 b. Landscaping: $ 22,800 c. Other site improvements (please list with cost): $99,000 Please see attached breakdown. N Site Plan Application 10. ESTIMATED TRAFFIC a. Average daily traffic for entire property (in and out): 122 VTE b. A.M. Peak hour for entire property (in and out): 7 VTE c. P.M. Peak hour for entire property (In and out): 9 VTE 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: December, 2009 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). Site Plan Application I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of m no ledge. S OF APPLICANT --"` 1�7AV i D N tt_c r=lz SIGNATURE OF PROPERTY OWNER PRINT NAME Do not write below this line DATE OF SUBMISSION: REVIEW AUTHORITY: P Development Review Board i] Administrative Officer I have reviewed this site plan application and find it to be: L4 Complete Incomplete /I �, of Planning & Zoning or Designee 5 �-41AIFIII VII I L 1/7108 Updated at So.Burlington Town Clerks Office by consulting Grand List dated 6/28/07, Sales Report Transaction book dated July 2007 thru March 31, 2008, and Day Book thru 4/6/08. ou,{it L Ax By Michelle Holgaty I Ruth Trevithick Harold & Eleanor Bensen.. Janet Farina 1751 Spear Street 1803 Spear Street 1807 Spear Striect So. Burlington, VT 05403 So. Burlington, VT 05403 So. Burlington, V T 05403 Mary Pappas Donald & Lynn Cummings William & Ay:+e Floyd 1.809 Spear Street 1.811 Spear Street 181.3 Spear Street So. Burlington, VT 05403 So. Burlington, VT 05403 So. Burlington,, VT 05403 Stuart & Helen Hall Harry & Patricia .Davison. Patricia C'alkitt 1815 Spear Street 1827 Spear Street 1835 Spear Street So. Burlington, VT 05403 So. Burlington, VT 05403 So. Burlington,, VT 05403 George & Shelley Vinal Mark S. WestergardlCurt Moody Barbara Lande 1845 Spear Street 1855 Spear Street 1865 Spear Street So. 'Burlington, VT 05403 So. Burlington, VT 05403 So. Burlington, VT 05403 William. Reed James & Paula Carroll 1967.Spear Street Frank Costantino (ref.1975 Spear St.) So. Burlington, VT 05403 1971 Spear Street 155 Chesapealc Drive So. Burlington, VT 05403 Shelburne, VT 05482 Alan &..Diane Sylvester John & Amy Averill Daniel Martin 1985 Spear Street 3958 Spear Street 4012 Spear Street So. Burlington, VT 05403 Shelburne, VT 05482 Shelburne, VT 05482 Harlan ,& John Sylvester Craig S. Bartlett, 111 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 Robert F. Cooper Carolyn E. Long Revocable Trust (ref.1505 Dor:%et St.) 1720 Spear Street 7 Mariners Cove So. Burlington, VT 05403 Shelburne, VT 05482 Richard & Dawn .Derridinger William & Gail Lang 1575 Dorset Street 1.675 Dorset Street So. Burlington, VT 05403 So. Burlington, VT 05403 Scott J. Michaud Tonya Bosworth Jason & -Jennift--r Mct.ahe-y Dorset Farms Master Assoc. 192 Catkin Drive 190 Catkin Drive c/o Property Mgt. Associates P.O. Box 1201 So. Burlington, VT 05403 So. Burlington, VT 05403 Williston, VT 05495 Mark& Deborah Fay Susan C. Bliss Matthew & Beverly Broomball 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 May 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 1.83 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 & Gita Mangla 191 Catkin Drive 193 Catkin Drive 195 Catkin Drive So. Burlington, VT 05403 So. Burlington, VT 05403 So. Burlington, VT 05403 Item Pavement Sidewalk Retaining Wall Sewer Service Water Service Elec/Comm Line EPSC 15" Drain Line 12" Drain Line 15" FES Catch Basin Yard Drain South Village Lot 4 Site Development Costs December 11, 2008 Qty Unit 8,300 SF x 7,500 SF x 620 SF x 10 LF x 10 LF x 45 LF x 1 LS x 140 LF x 110 LF x 1 EA x 1 EA x 3 EA x Cost Unit $3.50 SF = $1.20 SF = $60 SF = $60 LF = $60 LF = $60 SF = $3,000 LS = $30 SF = $30 SF = $300 EA = $3,000 SF = $1,000 SF = Total $29,050 $9,000 $37,200 $600 $600 $2,700 $3,000 $4,200 $3,300 $300 $3,000 $3,000 $95,950 South Village Lot 4A - Condominium Building Planting Schedule and Estimate KEY IQTYISCIENTIFIC NAME ICOMMON NAME I SIZE I CONDITION I UNIT COSTI SUBTOTAL DECIDUOUS TREES AF 1 3 jAcer x freemanii 'Autumn Blaze' jAutumn Blaze Maple 4.5" to 5" 1 B + B 1 1 $1,9001 $5,700 EVERGREEN TREES PG 1 6 1 Picea Glauca I White Spruce 20' High I B + B 1 1 $2,5001 $15,000 PS10 1 1 IPinusStrobus lWhite Pine 20' High I B + B 1 1 $1,5001 $1.500 SHRUBS IV 8 1 Ilex verticillata ' Caca on' Minterberry 13 Gal. I Container of B/R $55 $440 SHRUBS HHY 1 22 1 Hemerocallis 'Hyperion' I Hyperion Daylilly 11 Gal. I Container of B/R $15 $330 Cost of Building Increment $1,536,000 First $250,000 Second $250,000 Remainder Provided $22,970 Landscaping Value Required 3% $7,500 2% $5,000 1 % $10,360 Required $22,860 Westb'ooke (CF12) Specification Sheet J Project Name: Location. t '4MFQ: Hadco FixtureTvve: Catalog No.: _QtY rs S4I Specifications Ordering Guide Example: CF12 T A GF 3 N D 70S E Product Code CF12 Westbrooke Mounting T Top Anti Finish A Black B White H Bronze J Green Lens GF Fiat Glass KL Ribbed Acrylic Teardrop KS Acrylic Sag Optics --'- 3 Type III 5 Type V Photo control N None Socket 0 Medium Wattage 70S 70W HPS 100S t00W HPS 150S 15OW HPS r ► 70H 70W MH 1o0H 11x)W MH 150H 150W MH 175H 175W MNt Voltage E 120V F 208V G 240V H 277V K 347V Housing: 413F, Low -Copper cast aluminum. 0.090' thick spun aluminum. Lens frame door is a one-piece cast aluminum frame with an integral cast hinge. Includes 0.09(T thick spun aluminum decorative brim. A weatherproof ballast assembly isolates the ballast from water and heat for longer life. All non-ferrous fasteners prevent corrosion and ensure longer life Finish: Thermoset polyester powdercoat Is electrostatically applied after a live -stage conversion deaning process and bonded by heat fusion thermosetting. Laboratory tested tot superior weatherability and fade resistance in accordance with ASTM 13-117-64 and ANSVASTM G53-77 specifications. For larger projects where a custom color Is required, contact the factory for more information. Optical Assembly: Type III Cutoff. Type V Cutoff. Precision fornud, segmented specular aluminum internal cutoff reflector with horizontal lamp mounting. Reflector Is rotatable in W Increments. U.V. stabilized, clear acrylic sag lens. Clear tempered flat glass lens. U.V. stabilized acrylic long globe with Optical Rib (TM) technology. Lamping: MH and HPS Medium base: E17. Electrical Assembly: Key -slotted Ballast Assembly with stainless steel plungers and Quick Disconnects for fool -less removal. 4kv rated medium base porcelain socket Nickel -plated screw shell with center contact. Ballast: Ail Hit) ballasts are core and colt and regulated with power factors better than 90% (HPF). Ballast provides +7- 5% lamp power regulation with +1- 10% input voltage regulation. Ballasts are factory pre -wired and tested. Metal halide ballasts are capable of starling at -2W F or -301 C and HPS at -40°F or -4(rC. Mounting: Top Arm Mount (r) Arm sold separately. Certification: UL Listed to U S. safety standards for wet locations. cUL Listed to Canadian safety standards tot wet locations. Manufactured to ISO 9001:2000 Standards, Warranty: ISO 9001.2UW Registered Page 1 of 2 "f mawavi, Note Hadco reserves the right to modify the above details to reflect changes in the cost of materials and/or production andror design without prior notice. 100 Craftway Littlestown, PA 17340 lel(717) 3,59-7131 tax (717) 359.9289 www.hadco.com Copyright 2008 Philips HADCO �, 3 Philipsgroup biandPRI ON ILI PS WeStbrooke (CF12) Specification Sheet Project Name: Location: MFG: Hadco Fixture Type: Catalog No. Qty: Three-year limited warranty Height: Flat Glass,15' (41cm) Height: Acrylic Sag Lens 19 314" (50Ctn) Height: Teardrop Globe 26 314" (68cm) Width: 19" (48cm) Max. EPA: 1.0 sq. ft. Max. Weight: 23 ibs IESNA Classifications: Full Cutoff Fiat Glass lens IESNA Classifications: Cutoff. Acrylic Sag lens IESNA Classifications: Semi Cutoff: Ribbed acrylic Teardrop ISO 9001:2000 Registered Page 2 of 2 I ~r . Note: Hadco reserves the right to modify the above details to reflect changes in the cost of materials andiof prodta:UOn andA)rr design Without pi'loi nottim �3:`�Mt�motet,100 Crattway Ltltleslown. PA 173401e1(717) 359-7131 tax (717) 359.9289 www.hadco.com Copyright 2008 Philips HADCO �s 3 Philipsgiokip bi-snd O HFP210 Single Arne (11FP210) Page 1 o1.1 **N% aDCW a Garttrr company Products flews Training About Hadco ) Representative Locator Di HFP2 t 0 Stngle Arm �HFP 2 t 0 ): LommercSaL' Arms ' Single Arm specifications xHousing: 6063-T6 Extruded aluminum . Finish: Thermoset polyester powdercoat is electrostatically applied after a hve-stage commt:i -' and bonded by heat fusion thermosettmg. Laboratory tested for wperior weatherability and la r accordance with ASTM B- 117-64 and ANSI/ASTM GS3-77 specifications. For larger projects w • '- Is required, contact the factory for more information. Additional Information Warranty: Three-year limited warranty. Smikartsw Sheet Height: 35- (39 cm) F InRnQiOn sheets Length: 26 3/4- (68 cm) -« Line An Internal Slip Fitter Height: 19• (48 Cm) Internal Slip Fitter Olamater: 3 112• (9 cm) EPA: 2.30 Sq. it Wdef[rK Gufde Example: HFP210 P4 A PM Product Code HFP210 HFP210 Single Arm Post diameter P4 4• Post Mount Finish A 81ack B WMe MGVerde MH Bronze M3 Green Post Machining PM Post Machming ya"you want, ww you Wart: it, *11en you WaInt it. O 2008 Hadro 1 Prtvacy Statcnu•m I Oncul." I Warranty 1 htip://www.hadco.com/Hadco/Public/Pi-oductDetail.aspx?pid=561 4/28/2008 CIVIL El IGII CHUM IG A'SSOCIAR"'S, INC, 10 Mansfield View Lane Phone: 802-864-2323 South Burlington, VT 05403 Fax: 802-864-2271 E-Mail: mail@�cea-vt.com December 11, 2008 Ms. Cathyann LaRose, Assistant Planner City of South Burlington 575 Dorset Street South Burlington, Vermont 05403 Re: South Village PRD Calkins / South Village Communities, LLC Phase I Preliminary & Final Plat Amendment Application Lot 4 Subdivision & Lot Coverage Amendment Site Plan Application for Lot 4A. Dear Ms. LaRose: As the previous approval from the City has lapsed, South Village Communities, LLC hereby submits this Site Plan application detailing the proposed improvements for the condominium buildings on Lot 4A. In addition, the applicant is also seeking a preliminary and final plat application package for the Subdivision of Lot 4 into two lots, and, as permitted by the Master Plan approval, hereby requests an amendment to the original individual lot coverage waiver. 1. Site Plan Application - This application depicts one proposed 12-unit condominium building. The access will be through a common driveway to be shared by Lot 4A and a future 12-unit condominium building on Lot 4B. This will reduce the number of curb cuts on Aiken Street and will help reduce the traffic noise to the adjacent single family lots bordering the north and south sides of the project. Landscaping - The proposed landscaping plan for these buildings has taken advantage of the natural screening 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. The surrounding landscaping at the detention pond and just off property is shown for context but not as part of the Lot 4A site plan approval. The value of the proposed planting is included as an attachment to this application. Ms. Cathyann LaRose Page 2 of 3 December 11, 2008 Building Hecht - 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. The regulatory building elevations is summarized below: Lot 4A Buildinq Avg. Preconst Grade 376.2 1st Floor Elevation 379.2 Elevation at Top of Flat Roof 414.2 = 38.0' Elev at Midpoint of sloped roof 413.8 = 37.6' This building roof line is a hybrid in that it has both a flat roof and has components of a pitched roof as the sloped roof runs all the way across the building in the east -west direction. The previous lapsed approval called for the building to be reviewed as a flat roof building and that a waiver request of 3' was granted. The applicant seeks re -approval of this waiver. It should be noted that due to the efforts to avoid the need for placement of excess fill in the designated farming areas or undeveloped open spaces, the proposed finish grade of the entire Phase I site was raised by approximately two feet. This has accordingly made the building height that much higher when the project is measured from "old ground". Parkinq - Two spaces per unit are required for the 12 units of housing. This application proposes to provide 27 spaces in comparison to the 24 required. The SBLDR and ADAAG require that 2 handicap spaces be provided. Both of these spaces have been provided along the main entry drive as close as possible to the ADA compliant public access (front door) entry. The widened pavement at the entry drive to accommodate the handicap spaces has been filled out with two additional parallel paring spaces. Each building also has a small amount of surface parking near the underground parking entry points. This 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 garage. The refuse will be removed by contracted firm familiar with the requirements and space limitations. Ms. Cathyann LaRose Page 3 of 3 December 11, 2008 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. 2. Lot 4 Subdivision - The attorneys have indicted that it would be beneficial if Lot 4 is subdivided into two lots, one for each building. The proposed property line which would generally bisect the common drive would not create any non- complying issues with regard to side yard building setbacks. 3. Proposed Revision to Lot Coverage Waiver - The city previously granted a lot coverage waiver to up to 65% as part of the Master Plan approval. The original request was made upon best available information regarding building and lot configurations. We are now finding that some of the smaller lots, as well as the current configuration of Lot 4A, requires additional relief. The applicant is seeking that the waiver be increased from 65% to 75% for Lot 4A. 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 Phase I Preliminary/Final Plat amendment package and Site plan Application for Lot 4A Condominium Building. If you should have any questions, please feel free to contact me at 864-2323. Respectful) David S. Marshall, . Project Engineer \dsm Attachments. - Prelim. Plat Applic. & Applic. Fee - Base Fee ($511.00+ 2 x $100) = $711.00 Final Plat Application & Application Fee ($511.00) 1 set of 11" x 17" plans, 5 sets of full size plans Site Plan Application & Application Fee ($186) 1 set of 11" x 17" plans, 5 sets of full size plans cc: J. Segale (w/ enclosures, 11x17 plans) CEA File 01243.00 (w/ enclosure) C:\11,et\01243\Phase RLaRose-Prelim-Final AmendmentLot4let.wpd 1p Q N M O rl 00 O O N N N rl 70 6 I I--•1 1 W Ln 2 d M N O / M d" N 0 / 0 N U 'o L CL 0 a 0 a r' II II 11 1 , 1 1 1 I PLANS PREPARED BY: I II 1 + GRAPHIC SALE BLOCK RETAIN G ALL I ' I 1 m y, 1 (RfiDI ROCK ( APPROVE , I I PLAN I \\ I EQ�JAL) WITH 6 IGH I I U I I a `IDm a FEET)O d FEMCE ATOP-w I T 378. "\ �I I 1 1 I 12" HDPE _ = 9 CNIL ENGINEERING ASSOCIATES. INC. -- 1 C P.O. BOX4M SHaWRNE, VT 05M I 11 I 11 I i I W/FE$ - / I I / ( eoz-asz• FAY. aaa Wl nam .,vrc..K.c INV.=364.8 I = = Aj_ C 1 6 AC 3 i C ACL O - =3 I I I my - N_: q� , I I I'I I --•-•-•-•-. /_ _ t==- ___ >_ _ _ _ =3F . i_ `-`_ _,= cV -I '=T __==t==== ----- ------Lq ^j INV. OUT 3 4 i I 0 _3 DSM 00 � oo R RAI I i I: R _3 - S DSM q I i _- Ix-•-•-• F�• _. _. I =378.0 I ` II, _ =C 73. 50+ 36H = N IN APPLICANT: SOUTH VILLAGE + 0 _ COMMUNI TIES, LLC. . I 50 i 00 1�e 6- J—m1c, � I � T. ---- — --- _ _ ...... — PROTECT CONSULTANTS: . -A r 6' WIDE CONdk - - - - 'I 1 11 BUILDI 1LIGHTING __ ~ SIDEWALK -� — LmDusEPLANNER/ARG//7FCr I TYP. c _'--______ . Z ( ) _ _ _ Q AD LOONEY RICKS KISS __ 1 O I 1 (D W O 1h i (TYP• I 1 NASHVILLE, TN jc6 DO CML ENGINEER CIVIL ENGINEERING ASSOCIATES SHELBURNE, VT t�T �� I MH 2- STA 1 II 1 I ! Z \ IM=375.4 nMFM ENGINEER I 6' WIDE CONCRETE `__ _= 1 W ! I -367.6 TND ENGINEERING I III 1 1\ 1\ SIDEWALK Y 1 YA IN 1 0 367. OSSIPEE,NH CB 1 - S A 604+ 1.7 1 YARD BRAIN - RIM 7 1 I r I \ \ �-=- -• _. -.•-_. -._ RIM=1376.8 LANDSrAPEARCH17ECT _ _ \ \ RIM-373.�5 I ..•:..'�,.:..,..; r •: �:• INV.I=3 3 N= 37 .3 1 I I I V, INV.=370.0, I �$`6 I LAND -WORKS t INV. UT=3 .2 I 1 MIDDLEBURY,VT I 1 1 \\ (TIE TO FDt� DR ) i =_ RE I 1 1I _ It I ! _ I r I i 5' WADE CONCRETE I co I PROTECT TITLE: SIDEWALK r_- B 9 STA 604 1 - I i; I 1 / INV. o T=3T�.5 SOUTH VILLAGE 11 Itl1 / i � t — Sough Burlinx,Ai n, Vrrmunj I ' I � / d CURRENTI CLEARING 3�� 3 =_ ` \ _ I� III I l j CO LIMITS I 1 O I SPEAR STREET AND O ' > �% q3 ALLEN ROAD SOUTH BURLINGTON, VT 1 i � I 1 EXISTING LEGEND It i b �OODED AREA 7 v =� E= CAP -; it WATER SHUT-OFF HYDRANT I i 1 1 / 1 i // 11 --' I i �I GATE VALVE 1 .q- * —G�•-' = .GAS I'I i I / h —W- i4TER —SS— 5 NITARY SEWER I 1 j I I FUTUR UILDING AND I ' FUT RE I - -ST-•- STORM DRAINAGE �I 1 RKI IMPROVEMENTS - I DU � --ub-- UNDERDRAIN I S O NEON L\OT 4B ARE e o • _ I B s1 - —E — ELECTRICAL I W 1 I R M-371. OAn ter® SON N P T i= REQUETSE[� j o 1 1 w s �1 NEN4D GARAGE IFVFL PNEONG AM APA FOR LOT 4A t INV. OU=3,o-I2- o�/� RED eunnc FODTPWNT I I I 1 \ \ 1 CB 5 — T ,7-11-M Os,/Aa REV= PIAN FOR LOT M SUBMTrAL RIM=3 .1 INV. OUT= _ LOT 4 SITE GRADING 1 I 0 `_ 31+0 __ �' —� 30400 I--\'-----�- I APRIL, 2008 S 1--20' rn 0C-13.2 I \ i 11 I`\ 370.9 \ 1 1 .$ 0 1 1 1 \ INV. =3 6. PBOI. N0. \ "� 1 - I I `\ INV. UT= 6 01243 N Q Ln O rl rl 00 0 N N ri N cn ci I I --I I W Q M N O M d' N 0 0 0 N U v 'o L 0 U O BLOCK RETAIN G ALL I / 1 ' PLANS PREPARED BY: I II 1 I GRAPHIC SALE ^� `\ \ I\\ (REDI ROCK 0 APPROVE 1 1 h ', : \\ \ \ I EQ�IAL) WITH 6 IGH i 1 I I rr 11 \ I FENCE ATOP W I ^ 491�' 5' PVC \ I I �e �o I A , � 1 \ . _ I I 53H1' 3 PHASE \1 /0 1 tKV' I ! 1 I = i CIYIL ENGINEERING ASSOCIATES. INC. 1 I ] \ I I \ \ \ I I _ _ _ _ _ _ k P.O. BOX485 SRELBURNE, Vi M482 I fl •I , I I , \ / `-- _ 902-aeszm FAX ema 2271 I I --__- �- ACL it o 3 I I It == ---==- -- - �----� - = - DSM I r r'I I I I K30.3 TR,ANFORMER/ VAULT: -_ _ r ► ra 1 11 , i \ 1 I �I = - G. I __ _ - _= 1! _ DSM LJ .w_ _ _ F :47' 3 11 I $ 1 / ,a .�� I == 1 I :._:-_ _-= ,---_ APPLICANT: I I I I I 1 1 1 I I I ___ I ii t--- SOUTH VILLAGE cy i �\ - - 0 3 COMMUNITIES, LLC. ss EN �j� {----------- ,; i — ---- — ------ —• — — — — PROJECT CONSULTANTS: 1 Ili //1 1, I, __=+ }" � J W L. i 6' IDE C N614 _ _ - -- -_ - - - - -'- / -' . III I , 1 / ( i , , BUILDI LIGHTING I ___ -_: W X I SID ALK �, 1 I� ' / ► , I . ' I 1 I TYP. _____+_=__= Z s \ , LaHn((SEPLAN/VER/MCl//7FCT II (� I I ( ) I _______ ______ I i Q i ADA IG A I. I• LOONEY RICKS KISS I 1 i La1 \I 1 _ _ _ I W NASHVILLE, TN LC) 1 \ 1 I I , I =__ _= I N � j i N ' cm ENrfw R CIVIL ENGINEERING ASSOCIATES w/ O l i SHELBURNE, VT =_=_' =F= \ \\ 1 III 1, z ,_ \ 1' .I. I l l I \ ` I I ' 1 = I \ I z \ ` I 7R4RW BVaNEM , \ I , 6' WIDE CONCRETE I 1_____________ I W I \ ! SI�EWALK _ S Z j TND ENGINEERING \ \ \ \ -= - I i \ I OSSIPEE, NH I -- -- L —'— —•—•— —•— r E ; 11 L44QSYAPEARCH17ECT \ \' I I • ' : \ LAND -WORKS I I I 1 \\ \I \ \\ (� \\ 11 fir__ r_= _ _ 1• _- _ _ MIDDLEBURY, VT \ \ I. \ I 5' WIDE CONCRETE = \ DUP \' 1 11 I 1 ,I _________ PROJECT TITLE: I SIDEWALK =_ti =- _;.;__= __===_ = =�- - _ __-__-_::31 I ___________________________ Nvj=ass.o ; 34r, 1 /0 15K SOUTH �%ILLAGE 1 455' 3 __� __ __ _____ _ __ _ ___________ _=__ ___ 1 `�� 1 i 485' 1,� KV.—r h' I ' s•• a a•.� " �..-•• 1 CO / CURRENT; CLEARING I.I _\_ I l i LIMITS - --- ---"-- --- SPEAR STREET AND 11 t I .. ' .. ALLEN ROAD I I , O I SOUTH BURLINGTON, VT I I / j j I I I -- CD LEGEND r •I I\ EXISTING I I I I , i 31 .1 �OODED ARA I I r I j/ E— CAP uf' - rII I i t, i' / I - - -, I WATER SHUT-OFF p l 1 I I 1 11 1\ I\ i i ii�� -� II HYDRANT I l If ® GATE VALVE I ( 1 (� 1 \ - - • � � / SMH STA. 60 +2 ;� ; r I ap 6 `I j I dq � RIM= 80.0 �/ i ; —G— GAS I , II 1F IN DE, I ARKiNGI r ! I �. •' I INv. �' (B"N)= 36 3 i 1 —W'— WATER —SS— SANITARY SEWER INV 36 3 I!' ► \\\ \ fl` 1i 263' 3% V0 I ij FUTU UILDING AI .-366.SE;., 0 5 wN uT ( sj= 3 R'� II 1 •-ST-•. STORM DRAINAGE I I 1 I 1293' 1y 15KV j PARKt G IM'ROVEMENTS w o.o Du LEY I —UD— U#DERDRAIN I I b y STA. 602+0 SHO NEON IOT 4B ARE O II —E — ELECTRICAL :II I \\ '1 \ \ ' I I i,Lil a — DAM m� xe•oiwx o I �` 1 `, 11 , I I; I n\ NOT PART OF REOUETSED .1. c II 5-,} O,/Aa JU F NG AU I � i G / ncNgn G:,RA ra PP AP ROYAL FOR LOT 4A ` 12-n-0! 091/NS IEWO PLM FOR LOT " SIBIRW. I I I i =366. I 3" PVE 6 350MC1v� CONSTRUCTION UTILITY PLAN I _...—...—...�._— .. = _ LOT 4 31+1= - - \ L- \ \ _ — — _— -- -- — + A PI31L 2 OO8 ae nT,c xmmae I I 30 _ �\ F& scuff - --- -- >? I �I � I : 1 1 � • \� {' 1 5�\ 3' PVC --- ---- C-13.3 - 20' 6 -- 5'` 3 OMCM I \ 50MC 1 \ I I o / !, \ 01243 a PART 1 - GENERAL 1.01 SUMMARY A. Section Includes: 1. The work under this section Include. but Is not limited to providing all labor, equipment and materials for the installation of all required site related erosion control measures. If not otherwise directed on the plans, erosion control shall be In strict conformity with the latest revision of the 'Vermont Standards and and Specifications for Erosion Prevention and Sediment Control'. B. Related sectlone: 1. Section 02210 - Site Earthwork 2 Section 02936 - Permanent Seeding 1.02 GENERAL NOTES A. The dlscharge of sediment laden water from the project site In prohibited. All discharged water from dewotering operations shall discharge into a temporary sedimentation basin. B. Contractor shall Install all erosion 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 construction. Contractor shall also be responsible far Inspecting and maintaining oil erosion control measures until project is completed. C. Contractor shall also limit the soil disturbance and seeding application dates to betwen eApril16 and September 15. If Boll disturbance occurs later than September 15th and prior to April 16, winter eroslan control measures will be necessary. Contractor shall consult with the Engineer for additional .its specific winter amslon control measure.. D. All stockpile material (topsoil, borrow, etc.) will have a alit fence constructed around the perimeter. Seed and mulch stockpiled material as Boon as Possible to prevent soil erosion and sedimentation off site. Locata stockplim an the uphill side of the disturbed areas. If possible. During windy conditiona, stockpiled material shall be covered or watered appropriately to prevent wind erosion. E. Slopes greater than 1:3 shall haw erosion control netting Installed to stabilize the slope and reduce the woelon potential. Install netting over mulched slopes so that all part. era In contract with the soll and mulch. Pin netting with wire staples 3' a.c. to ensure full bonding with soil surface. F. Control dust through the application of calcium chloride or water. An average application of we pound of calcium chloride per square yard of exposed area should be considered fro each treatment. The exact number of application. and amount of dust controller sholl 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 store check dome In grose-Ilned awalse 50 feet on center to prevent sot from washing Into the drainage system during on cstruction. Check dame shall be removed once vegetotlon Is established. PART 2 - PRODUCTS 2.01 EROSION CONTROL NETTING A Jute netting shall omelet of undyed and unbleached yam woven Into a uniform open plain woo" mesh. 2.02 FILTER FABRIC A. When filter fabric is required. It shall conform to the requirements of Mlrafi 50OX or approved egiwlwt 2.03 CALCIUM CHLORIDE A Calcium chloride shall conforn to the requiremants of AASHTO M 144. Either regular flake calckim chloride, Type 1 m concentrated flake, pellet or other granular calcium chloride. Type 2, may be used. 2.04 WATER A. All water used Mall be clean and free of harmful amounts of on, Bait, acid., alkalies, sugar, organic matter and other substances Injurious to the finished product, plant life or the establishment of vegetation. 2.05 EROSION CONTROL MATTING A Where required on the plans or where directed by the Engineer, erosion control blankets (matting) shall be North American Gram C125 for awalm. and SC150 for slope stabilization, m approved equal. Type A Stabilization HWA.g::, y A-IIM Mulch EtoAegls approved equal Application Rate 4,000 lb. per acre Composition - Reined wood fiber (90X by weight) Blended hyd-ollokt-bored binds (10X by weight) water Holding Capacity - 10 tknr own welghl Surfoc. Coverage Thickness - 1/8' to 1/4' Malth9 North American Groan DS-75 Fully degradable - non -woven Fully bb-degrable pine (may require multiple installations) OR Type B Stabilization Hw1r__ullcty k-lied Mulch EcoAegls c approved equal Applkatlm Rate 3.500 Ibis per ace Composition - Refined wood fiber (90R by weight) Blended hydrocollold-based binder (10x by reight) Water Holding Capacity - 10 tines awn weight ra Surfoon Covege Thickness - 1/5' to 1/4' Matti - North American Green DS-75 Fully degradable - m-woven Fully bkr-degrable pine (may require multiple Installations) OR Type C Stabilization Hydraulically Applied M Ich EeoA.gis or approved equal Application Rate 3.000 [be par acre Composition - Relined wood fibs (9at by welghl) Blended hydr-Hold-eased bl der (IOX by a.lght) Water Holding Capacity - 10 tImm own eight Surf.. Cowrag. Thickness - 1/9' to 1/4' M910ae North American Graen OS-75 Fully degradable - non -woven OR Fully blo-d grabl. pin. (may require multiple Installations) Type D Stabilization H, ra,11 1h, led Mul h Application Rate 1,500 The per ocre Campanili- - Standard woad fber Blended hydrocdldd-based binds Surface Coverage Thickness - 1/8' to 1/4' M9ftiag North American Green OS-75 Fully degradable - non-wovan Fully bio-degrable phs In (may require multiple Inttollatlm.) PART 3 - ENECUTION 3.01 CHECK DAM AND INLET PROTECTION A. Hay bales shall not be used to construct check dame or as a means of inlet protection. B. Check dame Moll be Installed In accordance with the project details, and Inspected weekly and following my rain or melt event producing measurable runoff. C. Catch boalne within and adjacent to construction areas Mall be protected in accordance with the details depicted or, detail Meet. Inlet protmtim shall be Inspected weely, and following any rain or malt event producing measurable runoff. 3.02 SILT FENCES A. The slit fences Mall be constructed in accordance with the construction detail. The fence Mall generally be placed 10 feet from the toe of the elope or as shown on the plans. The wde of the fence shall be placed uphill to form a horseshoe shape to trap all runoff. S. The silt fences shall be Inspected periodically for damage or buld-up of sediments. NI damaged fences shall be repaired or replaced. Sediment deposits Mall be removed from the fence as they build up and be placed in an area where there is no danger of further erosion. 3.03 EROSION MATTING A. Erosion matting shall be placed on all grass -lined ditches with profile grades exceeding 5.Ox and shall be placed and maintained In accordance with the Vermont Agency of Transportation Standard Specifcationa Sectlona 654 and 755.07. 3.04 RESTORATION A. As soon an construction Is completed In a given area. It shall be topsolled, seeded, fertilized and mulched as specified In Sectlw 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-of-way or street or as shown m the drawings shall be constructed for the purpose of prewnting the tracking of sediment onto public rights -of -way. B. Design Criteria: 1. Use 1.5 to 2.5 inch stone. 2. Use B Inch layer of stone. 3. Stone pad shall be full width of entrance. 4. Minimum length Mall be 50 feet. 3.06 GRASS-UNED DITCHES A. All ditches that are not stone -lined shall be topsolled, seeded, fertilized and mulched. Any area which shows signs of erosion shall be reseeded immediately and maintained untll permanent "getatlon le established. 3.07 MAINTENANCE A. All erosim control measures shall be inspected daily and repaired and/or replaced as needed. B. All aroalon control measures shall be Inspected after periods of heavy rain. C. The stabilized road entrance shall be top dressed with additional stone should the existing stone become clogged with sediment. D. Hay or straw mulch is subject to wind action. Mulch may require anchoring as the weather conditions warrant. END OF SECTION 02150 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 epwified herein. 22 Except where otherwise shown or specified, the Contractor shall seed all areas where new contours are shown on the drawings and all areas where existing ground cover has been disturbed by the Contractors operations. B. All work and materials of this Section sholl conform to the applicable requirement. 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 repreeantative topeol samples for testing and approval, deliver samples to a public extension service agency testing laboratory, haw testing report sent directly to the Landscape Architect and pay ail costs. Testing shall report on mechanical and chemical (pH soluble salts) analysis. Report shall be submitted at leoet one month before any looming is to be done. 1.03 SEEDING SEASONS A. Seeding and Initial fertilizing shill be done between April 1 and June 1, between August 15 and October 15. or as permitted. Seeding shall not be done during windy weather or when the ground is frozen, excessively wet, or otherwise untllable. If seeding Is done during July or August, additional mulch material may be required by the Engineer. PART 2 - PRODUCTS 2.01 LIME A. Lime shall be standard, ground dolomite limestone, agricultural grade, containing a minimum of 95% of calcium and magnesium carbonates. 100% Mall pass the 10 mesh sieve: minimum 90% sholl pass the 20 mesh slew: minimum 40x Mall pass the 100 mesh slew. 202 FERTILIZER A. Fertilizer shall be commercial grade granular fertilizer as required for salt conditions as specified In Section 643 of the VAOT Standard Specifications. The fertilizer shall be delivered to the project in new, dean, sealed containers which boor a label fully describing the contents, the chemical analysis of each nutrient, the fertilizer grade, the net bulk, the brand and the name and address of the manufacturer. The fertilizer and labels shall conform to all existing State and Federal regulations, and sholl meet the standards of the Association of Official Agricultural Chemists. 2.03 GRASS SEED A. Provide fresh, clean, new -crop seed of the grass species, proportions and minimum percentages of purity, germinatlon and maximum percentage of weed owed as follows: 1. Park seed shall normally be used on loam areas along roadway shoulders and lawn areas. This seed mixture shall conform to the following table: Minimum Minimum Kind of Seed Purity Germination Lbs/Acre Creeping Red Fescue 96% 85x 40 Perennial Ryegross 98x 90x 50 Kentucky Bluegrass 97% 85% 25 Redtop 95x Box 5 TOTAL - 120 2. Slope seed shall normally be used for all elope work, uwolly 3:1 or steeper and shall conform to the following table: Minimum Minimum Kind of Seed Purity Germination Lbs/Acre Creeping Red Fescue 96% 85x 35 Perennial Ryegrass 98% 90% 30 Rmbw 95% 80% 5 Alsike Clover 97x 90% 5 Birdsfoot Trefoil 98% 80% 5 TOTAL - 80 B. The seed mixture shall be delivered in new, clean, sealed containers. Labels and contents shall conform to all State and Federal regulations. Seed shall be subject to the testing provisions of the Association of Official Seed Analysts. C. Seed that has become wet, moldy, or otherwise damaged will be rejected. SEC11ON 02936 - PERMANENT SEEDING 2.04 MULCH A. Mulch must be Installed on all seeded areas. The following mulches are acceptable for use. 1. Hay mulch free of weeds and coarse 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 per 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 shall Identify to the Engineer all sources of water at least two week@ prior to use. The Engineer, at his dlscretlon, may take somplas of the water at the source or from the tank at any time and haw a laboratory test the sample. 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 only after planting and other work affecting ground surface has been completed. B. Notify Landscape Architect at least seven (7) working days prior to starting seeding. C. Prepare areas Immediately prior to seeding as follows: 1. Lwaan wail of emd areas to a minimum depth of 4'. 2. Remove stones over 1' In any diameter and sticks, roots, rubbish and extraneous matter. 3. Remove existing weeds and grasses by pulling or tilling under. 4. Grade areas to be seeded to a smooth, free draining even surface with a loose, 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 fro planting. No seeding operatlone shall be conducted under adverse weather conditions or when soil moisture conditions are unfawroble (too wet or too 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 areas that haw been seeded to prevent excessive compactlon and damage to young plants. Where such compaction has occurred, the Contractor shall rework the sol to make a suitable seed bed; then reseed and mulch men areas with the full amounts of the specified material., at no extra expenae 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 fail to show a uniform stand of grass for any reason whatsoever shall be reseeded, and such areas and parts of areas shall be weeded repeatedly until all areas are covered with a satisfactory growth of grass. E. Watering In considered a necessary element for establishment and survival. F. Where ryegross has been planted for temporary erosion 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 permonent grasses to prevent the ryegram from reseeding and becoming competitive with and retarding erma development of the pnent cover. 3.02 SEEDING A. Lime and fertilizer should be applied prior to or at the time of seeding and Incorporated Into the soil. Kinds and amounts of lime and fertilizer should be based on an evaluation of soil tests. When a "oil test is not awloble, the following minimum amounts should be applied: Agricultural limestone, 2 two per acre or 100 Ibe. per 1,0DO square feet. Nitrogen (N), 50 Ibe. per acre or 1.1 be. per 1.000 square feet. Phosphate (P205), 100 Ibis. per acre or 2.2 Ibs. per 1,000 square feet. Potash (K20), 100 [be. per acre or 2.2 Ibe. par 1.000 square feet. (Note: This is the equivalent of 500 Ills. per acre of 10- 20-20 fertilizer or 1,000 Ibe. per acre 5-10-10). B. Seed .hould be spread uniformly by the method most appropriate for the site. Methods Include broadcasting and hydraweeding as folio": 1. Broadcasting: Sow seed using mechanical spreader at a rate of 4 Ibe./1,000 square feet. Distribute seed evenly over entire area by sowing equal quantity In low directions at right angles to each other. Rake seed lightly Into top 1/0' of topsoil, roll lightly and water with a fine spray. 2. Hydroseeding: Mix specified seed, fertilize and pulverize mulch In water, using equipmant specifically designed for hydroseed application. Continue mixing until uniformly blended Into homogenous slurry suitable for hydraulic application. Apply slurry uniformly to all areas to be seeded. Rate of application on required to obtain specified weed sowing rate. 3.03 MULCHING A. Mulch materials shall be spread uniformly by hand or machine at a rate of two 50 Ill. bales per 1,000 square feet. B. Organic Mulch Anchoring - Straw or hay mulch must be anchored immediately after spreading to prevent wind blowing. 3.D4 MAINTENANCE A. The maintenance period shall begin immediately after seeding and shall continue until acceptance. B. All mulches must be Inspected periodically, In particular after rainstorm., to check for rot eroslon. Where erosion Is 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 elope. Inspections should take place until grosses are firmly established. Grasses shall not be considered established until a ground cover is achieved which is mature enough to control soil erosion and to survive sewre weather conditions. Where mulch le used In conjunction with ornamental plantings, Inspect periodically throughout the year to determine If mulch Is maintaining coverage of the sal surfoce; repair as needed. C. Seeding areas sholl be protected and maintained by watering, reseeding, mowing, weeding, rolling. Insect or disease control measures, re -fertilizing and repair of washouts which ore necessary. C. The Contractor shall maintain all seeded areas until full vegetation is established. D. All seeded areas $hall be kept free from weeds and debris, such as stones, cobl", baling wire, and ail slopes 4:1 or less (flatter) and level turf shall be mowed in the following manner: 1. When grass reaches a height of 4-6', mow to o height of 3'. 2. At least two cuttings shall be made prior to final acceptance. E. Following mowing, all permanent seeding grave areas (mowed and unmowed) shall recelve a uniform application of slow release fertilizer hydraulically placed at the rate of 10 pounds per 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 least ten (10) working days before requested Inspection date. B. Seeded areas will be acceptable provided all installation and maintenance requirements haw been compiled with and a healthy uniform lown Is established. C. Upon acceptance, the Owner will assume maintenance. 3.06 WARRANTY A. All seeded areas will be warranted for a perlod of twat" months from date of Owners acceptance. Should any seeded area. fail to maintain full vegetation, failed areas will be refurbished until this specification Is achieved at the cost of the Contractor. END OF SECTION 02936 PLANS PREPARED BY: f CIVIL ENGINEERING ASSOCIATES. INC. P.O. BOX485 SHELBURNE, Vr 05482 e02-0e 2= FAX 902�2271 web: erm'.ceeK arm A►iLIED ECOLOGICAL CONSULTANTS DM- ACL c�cxan DSM -ROM DSM APPLICANT: SOUTH VILLAGE COMMUNITIES, LLC. PROJECT CONSULTANTS: L 4AD ISEPIAMAER/ARCM/7Wr LOONEY RICKS KISS NASHVILLE, IN CML EAW WER CIVIL ENGINEERING ASSOCIATES SHELBURNE, VT 7R4RW EAIC NIM9 TND ENGINEERING OSSIPEE, NH LAMOIS124PE ARCH17ECT LAND -WORKS MIDDLEBURY, VT PROJECT TITLE: SOUTH VILLAGE South Burli-Ri VJ SPEAR STREET AND ALLEN ROAD SOUTH BURLINGTON, VT R� V C1((V Of & DA1s CMMM REVISION EROSION CONTROL SPECIFICATIONS DATE DRAWING NIIYRER MAY, 2008 sr•r• AS SHOWN C-13.5 PROD. N.. 01243 I ACRES GR� �P Incorrect - Do Not layout 'perimeter CornecL - Install ✓-hooks control" silt fences along property lines. All sedntent laden runoff rTl concentrate and overwhelm the system. NOTE., Slit fence shall not be placed in areas of concentrated flows. Discreet segments of silt fence, installed with ✓-hooks or 'smiles" will be much mom a/%ctim, SILT FENCE PLACEMENT FOR PERIMETER CONTROL N.T.S. N. • - :;:;��•;::;:;::::::�:�:�:F. :!:!:!:!:!:!:!i :.•.� :!:.:li :!: PLAN LACE FILTER FABRIIC BETWEEN INLET GRATE N 14.5 GA. WIRE MESH JD- HIGH AND BURIED 6- BELOW MADE, HOOKED TO STEEL STAKES (WIRE MESH CAN BE ELIMINATED FDIC FENCE 24. OR LONER) FILTER FABRIC CUPPED OR POST WIRED TO MESH, TO BE MIRAFI 100NS OR APPROVED EQUAL FLOW FENCE HEIGHT 24' J0- 2e MIN _- • POST Z v 2} NO00 S' 25' • • SPACNO METAL POST 10 10 • 4 v 4 MD00 ICI' td `Q�QY 24- A `FILTER FABRIC TO BE CUPPED, BACKFILIED AND TAMPED B- BELOW GRADE STEEL OR WOOD STAKES SEE CHART AT RIGHT 1. INSTALL SIT FENCES AT TOES OF UNPROTECTED SLOPES AND AS PARALLEL TO CONTOURS AS POSSIBIF. CURVE THE ENDS OF THE FENCE UP INTO THE SLOPE ROIOVE SEDNENT WHEN ACOAARATED TO HALF RE HEIGHT OF THE FENCE. CONTRACTOR SHALL SMALL SILT FENCES AT THE TOE OF ALL FILLED OR UNPROTECTED SLOPES CREATED DINING CM61RUCMK NOT NECESSARILY REf1EClED G1 THE FINAL PLANS AT FENCES ARE 1O BE MAINTAINED UNTIL SLOPES AIE STADIUM 2 NO WN NINE FENCE 10 E FASTENED SECURELY TO POSTS NITH WRE TIES OR STAPLES 1 FLIER LATH 10 E FASTDIm SECURELY TO NOWN WINE FENCE WITH TES SPACED EVERY 24- AT TOP. NO SECTXK AND BOTTOM. 4 WHEN TRIG SECTORS OF FLIER CLOTH AOION EACH OTHM THEY SHNL BE OWR/PPED BY E-. FOLDED AND STARED. S SILT FENCE SHALL NOT BE RACED IN AREAS OF CONCENTRATED ROWS SILT FENCE DETAIL N.T.S. •••:'�•�••PLACED N BLOCKS AROUND CATCH BASIN F • N �.:;�;;;.: CONCRETE BLOCKS CONCRETE BLOCKS STACKED 1 OR 2 LAYERS HIGH PLACED ROUND CATCH BASIN MINIMUM 1.0 ROCK RE SCREEN PLACED AROUND AND - -H 0.5. OPENINGS TO THE TOP OF PL ED AROUND CONCRETE BLOCKS _ _ ., CON ETE BLOCKS ROLE SET IN 10= (4 M. MINWUN) TRENCH EXISDNG 1 — GROUND � — �T TIC 1 EROSION CONTROL MATTING IN TOPSDIL - DITCHES W/PROFlLL GRADES EXCEEDING SR STAPLE AS PER MANUFACTURERS SPECIFICATIONS GRASS UNED DITCH N.T.S FOR UNVECETATEO SLOPES USE DOZER TREADS TO CREATE GROOVES PERPENDICULAR TO SLOPE DIRECTION TO MINIMIZE REIN -OFF VELOCITIES. SLOPE TRACKING / SURFACE ROUGHENING N.T.S. I D-50 DOWNSTREAM FLOWAINE SLOPE OF STRUCTURE OF ROCK 0.3 5 0.3 0 0.25 0,20 0.15 0.10 MAX1Mw WATER DEPTH DYER ROCK iI) 7S -w-ICE-- zu " -SS -45— L-_ 150 __...._ 3D 36 - 41 - 50 66 100 END POINTS •A• MUST E HIGHER 0.% m/m OR FLA THAN THE FLOW LINE POINT 'Y 0.0W LIE SCORE iAf� I- A A J- TKANn - B F (2 R YNOYUY) - J -TILL -r NNW DEPTH OF COURSE - 15Nn 10 45Em ROCK PLACED N CHANNEL (CIA 10 1A R.) ROW LINE IS I5nn (0.5 K) OFFEIIEIN'E � •� PLACE IK,WNSIREAY $1RUCIWE SUp1 CROSS-SECTION =-T O E"U" Y :YARON CF THE UPSTREAM SIHUCTIIRE CATCH BASIN B - INLET PROTECTION (WITH CONC. BLOCKS)--- N.T.S. CATCH BASIN IN 2' SUMP STONE CHECK DAM STRUCTURE N.T.S. NOTE: ALL DEWATERING DISCHARGES SHALL BE THROUGH SEDIMENT CONTROL TRAPS, CONTRACTOR SHALL MAINTAIN AND CLEAN TRAPS AS REQUIRED. PLAN 50' MIN. i 2E I 0 >F u h x Y CRUSHED STONE NOTE: PROVIDE APPROPRIATE TRANSITION BETWEEN 3 O STABILIZED CONSTRUCTION ENTRANCE AND d PUBLIC R.O.W.. PLAN ROOK PUMP DISCHARGE HOSE VtVV,. 1111 °("P(°(II(!II "'I LTN, .,.t (!'(!'(EQ4;T ( I I DISCHARGE SECTION A -A SEDIMENT CONTROL TRAP DETAIL N.T.S. = 15' MIN. m CRUSHED STOPS � ,v EASTTNG GRADE CROSS-SECTION STABILIZED CONSTRUCTION ENTRANCE N.T.S. TEMPORARY SEEDING & MULCH OR NETTING SILT FENCE INSTALLED ON DOWNGRADIENT SIDE TEMPORARY STOCKPILE DETAIL N.T.S. PLANS PREPARED BY: C CIVIL ENGINEERING ASSOCIATES. INC. P.O. BOX 485 SHELBURNE, VT 0.5482 D04BB5�2p2p FAX SO2-0 2Y 1 wab: www.c••atroW A►►UED ECOLOGICAL CONSU17AMS DRAWN ACL c�c® DSM APPROVED DSM APPLICANT SOUTH VILLAGE COMMUNITIES, LLC. PROJECT CONSULTANTS: LAND bW PLANNER/ARCIHI7ECT LOONEY RICKS KISS NASHVILLE, TN CM ENGINEER CIVIL ENGINEERING ASSOCIATES SHELBURNE, VT 7AAFFIC EM WEER TND ENGINEERING OSSIPEE, NH LANOl4C4PE ARCHI7ECT LAND -WORKS MIDDLEBURY, VT PROJECT TITLE: SOUTH VILLAGE Sa th Bat I in Wt Ve SPEAR STREET AND ALLEN ROAD SOUTH BURLINGTON, VT R6W w EROSION CONTROL DETAILS DADS DUSTING NUI®ER MAY, 2008 SCALE AS SHOWN C-13. PRO2. NO. 01243 �J TOPSOIL, RAKE. UNPAVEDI PAVED SEED sMULCH -�- 1 TOPSOIL, SEED a4 "•-"y NOTES: paction of D.-filland bedding shall be a 1. Comimum °pOOpO ° ° ppOpO o90% (95under roadway s minf X awaurfaces) �. of maximum dry density determined in the tp� standard proctor test (ASTM 0698). p APPROVED BACKFILL THOROUGHLY COMPACTED TOUGHLY 2. Bedding material shall not be placed on frozen 2i 3 IN subgrade. RIGID INSULATION AS 3. Approved backfll shall not contain anyy stones REQUIRED. USE 1' OF INSULATION FOR EVERY more than 12" in largest dimension (6' In roadways, 2" maximum diameter 2' F FOOT DEPTH OF PIPING within of the outside of the pipe), T. contain any frozen, D 2`..: F IS LESS THAN 6'-0' wet, or organic material. NEW WATER UNE WITH 4. Trenches shall be completely dewatered prior to POLYETHYLENE ENCASEMENT placing of pipe bedding material and kept 6" a (HIGH DENSITY CROSS LAMINATED VIRGIN dewatered during installation of pipe and backflll. T POLYETHYLENE 4 MILL FILM) 5. In trenches with unstable materials, trench '2 THOROUGHLY COMPACTED bottom shall first be stabilized D placement of SAND BEDDING filter fabric then crushed stone 3/4' maximum). `UNDISTURBED 6. The sides of trenches 4' or more in depth enter d SOIL OR ROCK by Personnel shall be sheeted or sloped to the angle of repose as defined by O.S.H.A. standards. TYPICAL WATER TRENCH DETAIL N.T.S. WATER SEWER MINIMU BETWEI WATER SEWER NOTES: 1. AT CROSSINGS, ONE FULL LENGTH OF WATER/SEWER PIPE SHALL BE LOCATED SO BOTH JOINTS WILL BE AS FAR FROM THE WATER/SEWER AS POSSIBLE. 2. IF THE SEWER MAIN IS OVER THE WATER MAIN, THE FIRST SEWER PIPE JOINTS ON EACH SIDE OF THE WATER MAIN MUST BE CONCRETE ENCASED. SPECIAL STRUCTURAL SUPPORT FOR THE WATER AND SEWER PIPES MAY BE REQUIRED. 3. WHERE IT IS IMPOSSIBLE TO MAINTAIN THE 18' SEPARATION, THE SEWER MATERIALS SHALL BE WATER MAIN PIPE OR EQUIVALENT AND SHALL BE PRESSURE TESTED TO WATER MAIN STANDARDS 4. WATER MAINS AND SEWER LINES OR MANHOLES SHALL HAVE AT LEAST 10' HORIZONTAL SEPARATION. THIS DISTANCE SHALL BE MEASURED EDGE TO EDGE. WATER/SEWER CROSSING DETAIL N.T.S. PLANS PREPARED BY: RAKE, UNPAVED PAVED TOPSOIL, RAKE, UNPA AVED MULCH SEED &MULCH NOTESo. NOTES r 1. Compaction of backflll and bedding shall be a minimum of 907G (95S under roadway wrfaces) '� 1. Compaction of backflll and bedding shall be a of maximum dry density determined in the S °pO R 4. minimum of 90>< (95x under roadway surfaces) dry densityy determined in the i standard proctor test (ASTM D698). a: o. ni of maximum standard proctor feet (ASTM D698). APPROVED BACKFlLL THOROUGHLY COMPACTED ' IN 8' LIFTS 2. Bedding material shall not be placed on frozen aubgrade. �' a T APPROVED BACKFILL THOROUGHLY COMPACTED 2. Bedding materiel shall not be placed on frozen CIVIL ENGINEERING ASSOCULTES. INC, P.O. BOX485 SHELBURNE, VF 05482 3. Approved backflll shall not contain any stones IN 6' LIFTS subgrade. 8024WZ323 FAX a18905-2271 web: wwwcaw oow p 2• APPROVED GRANULAR FILL more than 12' M largest dimension 6' M ( p 2' APPROVED GRANULAR FlLL 3. Approved backflll shall not contain any atones THOROUGHLY COMPACTED IN 6" LIFTS roadways, 2" maximum diameter within 2' of m I ` THOROUGHLY COMPACTED more than 12" In largest dimension (6" In ' Ai►UED ECOLOGICAL CONSULTANTS the outside of the pipe), or contain any frozen. 'n IN 6" LIFTS maximthe umpipdiar ter within thedway3.Outsi ny frozen.wet. or organic material. v wet. or organic material. PVC SEWER PIPE 12- 4. Trenches shall be completely dewatered prior to HOPE STORM DRAIN PIPE 4. Trenches shall De completely dewatered prior to p y p DIULIN ACL AC placing of pipe bedding material and kept dewatered during installation of pipe and backfll. 12" placing of pipe bedding material one kept dewatered during installation of pipe and backOl. THOROUGHLY Y COMPACTED ° °pO BEDDING MATERIAL 5. In trenches with unstable materials trench bottom shall first be stabilized b placement of yy P° THOROUGHLY COMPACTED 5. In trenches with unstable materials, trench DSM ° ° fi } 4' CRUSHED STONE (/ ) filter fabric then crushed stone (3/4" maximum). BEDDING MATERIAL bottom shall first De stabilized b placement of Y P ) filter fabric then crushed stone (3/4- maximum). � won 6. The sides of trenches 4' or more in depth entered B.o DSM UNDISTURBED SOIL OR ROCK by personnel shall be sheeted or sloped to the 6. The sides of trenches 4' or more in depth entered by personnel shall be sheeted or sloped to the APPLICANT: angle of repoe, as defined by O.S.H.A. standards. UNDISTURBED SOIL OR ROCK angle of repose as defined by O.SH.A. atondarda. TYPICAL SEWER TRENCH DETAIL 7. Bedding material shall consist of crushed atone, ravel or $and with ° maximum size of 3/vat 7. Bedding material shall consist of crushed stone, 3/4*.SOUTH ubmit a sample to the Engineer for approval. fo TYPICAL STORM TRENCH DETAIL gravel or sand with a maximum size of VILLAGE N.T.S. N.T.S. Submit a sample to the Engineer for approval. COMMUNITIES, LLC. CURB CUT DETAIL N. T. S. • ALL CURB WORK TO BE CONCRETE A TYPE II STONE RIVES < FILL (1'-0" MIN. THICKNESS) CULVERT END SECTION A STABILIZATION FABRIC CONTINUE STONE MIRAFI SOOX OR FILL IF REQUIRED APPROVED EQUAL END SECTION DETAIL N.T.S. EXISTING GROUND aI m � t LEBARON LF248 24' x 24" EROSION CONTROL MATTING IN C.OI. GRATE R APPROVED 4 FLANGED EQUAL) FRAME */MAP ,� EXCEEDING 5X DITCHES FILE STAPLLE OES AS PER BITUMINOUS CONCRETE (TOPSOIL PAVEMENT MANUFACTURERS SPECIFICATIONS. iiic ou �T= _- riNrn=ram LF SET FRAME ON MAX.12"FULL MORTAR BED GRASS LINED DITCH MAADJUST TO GRADE NTH PRECAST CONIC. RISERS N.T.S. TORS CAN HEPRECAST CONCRETE 24" x 4" WATERTIGHT JOINT USING 1" _ •ru MOUNTED ON ANY w/MONOUTHIC BASE MIN. WIDTH FLEXIBLE GASKET ANGLE V TO 359' (SEAL EXTERIOR JOINTS AND LIFT HOLES w/NON SHRINK CAST IRON H-20 48" a GROUT) 1B• RATED GRATE L10' SEAL w/HYDRAULIC CEMENT H GRADE A DRAINAREA 98.7 SO, INCH MORTAR, OR CAST -IN -PLACE FLEXIBLE MH SLEEVES GRATE HAS H-20 (HEAVY TRAFFIC) DO T RATING -20 RATED PVC BODY) QUALITY. MATERIAL SHALL ❑❑❑❑❑ b NO ADDITIONAL CONCRETE CONFORM TO ASTM A48 -CLASS 30B ❑❑❑❑❑❑❑ i PAINT. CASTINGS ARE FURNISHED ❑❑❑❑❑❑❑ INLET AND OUTLET WITH A BLACK PAINT ❑❑❑❑❑❑❑ A➢APTORS AVAILABLE ❑❑❑❑❑❑❑ is" b I 4' THRU 12' ❑❑❑❑❑❑❑ SUMP 3 'SI ❑❑❑O❑ 6" MIN. CRUSHED GRAVEL � R 1 GRATE COVER IS REVERSI >>L VARIDUS TYPES 6 ONE SIDE STICKS OUT LIKE J, OUTLETS WITH IS SHOWN ON THE RIGHT. WATERTIGHT ADAPTORS ONE SIDE IS FLUSH LIKE wp) MR%IMUM FOR. IS SHOWN ON THE LEFT. see_- RECOMMENDE➢ - - -- _ SDR-3S SEVER * PRECAST MANHOLE STRUCTURES OVERALL HEIGHT IO' - '- - - A-2000 CORRUGATED PVC ULTRA -RIB PVC SHALL CONFORM TO ASTM SPEC. CORRUGATED POLYETHYLENE C478 (LATEST EDITION). >: 6' MIN. BACKFILL MATERIAL SHALL BE E RIIALSHED MEETING STOLE GRAVEL TYPICAL CATCH BASIN MTEAAL CLASS I D232 2 AS SPECIFIED IN ASTN N.T.S. PBA FILL MATERIAL LACED UNIFORMLY IN 2` BE 18' YARD CATCH BASIN 18' CAST IRON GRATE LIFTS AND COMPACTED NTS GROUND LINE (SLOPE AWAY FROM BUILD.) GRANULAR BACKFILL 6" SDR 35 PERF. PVC 3/4- WASHED STONE WRAPPED W/ DRAINAGE FABRIC. COORDINATE DRAINAGE W/ ARCH. STRUCTURAL DETAIL TOP OF FTG.- ELEV. (SEE PLAN) ° FIN. SLAB EL. (SEE PLAN)I FOUNDATION DRAIN DETAIL 3 1/2' BITUMINOUS CONCRETE PAVEk 1 1/4' TYPE IV FINISH COURSE 2 1/4" TYPE II BASE COURSE `-COMPACTED SUBGRADE---_ STABILIZATION FABRIC MIRM 50OX OR APPROVED EQUAL TYPICAL DIVEWAY SECTION N..S. PROJECT CONSULTANTS: LAND WE PL ANNER/ARCH/7ECT LOONEY RICKS KISS NASHVILLE, IN CML ENGINEER CIVIL ENGINEERING ASSOCIATES SHELBURNE, VT 7RAFFIC ENGINEER TND ENGINEERING OSSIPEE, NH LANQSC4PE ARCH17ECT LAND -WORKS MIDDLEBURY, VT PROJECT TITLE: SOUTH VILLAGE Si h B°r I i sal Va , ., . . j � SPEAR STREET AND ALLEN ROAD SOUTH BURLINGTON, VT General Note: All water line and related work to be performed in accordance with the Specifications and Details for the Installation of Water lines and Appurtenances for all Water Systems Owned by the Champlain Water District, the City of South Burlington, Colchester Fire District #1 and the Village of Jericho. I DATR I CHECE® I 0YL41oN I SIDEWALK WIOTH AS SHOWN ON PUNS 5' CONCRETE SIDEWALK ,17'177117 ° ° SITE + UTILITY ono o ;,�,f DETAILS ono ,;� GRAVEL SUBBASE B• UNDISTURBED SOIL OR APPROVED COMPACTED GRANULAR FILL NOTES: t. EXPANSION JOINTS SHALL BE CONSTRUCTED OF PREFORMED JOIN`ED _TT FILLER (1/4 CORK OR Y 20' AND SHALL BE DATE MAY, 2W8 DRAININGB NUM BITUMINOUS TYPE) 2. BETWEEN EXPANSION JOINTS THE SIDEWALK SHALL BE DIVIDED AT INTERVALS OF FIVE FEET BY DUMMY JOINTS AS SHOWN C-13. TYPICAL SIDEWALK DETAIL PraaRVa. NO. N.T.S. V 1243 1�� W O IV G Q TI T� M N r"I 00 C) C) N N N ri -tV L�^-t ,/ U LU 'CL V / ' Alsv V / J H W O J 1 M N r� C) ry') V N T"I C) T� O C) N aJ ^U^,, W O L r) r) Q U O Q INV SECTION OIG40 - PROJECT COOP( 'ON PART 1 - GENERAL t 1.01 MEETINGS t PROJECT ACCESS A. The Omer Mod be notified five (5) days prior to eommmesrrlant of Work by the Contractor. B. The Contractor will coordinate with the Owner to aronge on an fte pre -construction meeting prior to commencement of any work. Job superintendents and subcontractors shall be Included in this meeting. C. The Contractor will coordinate all phases of the Work, sa as not to Interfere with the normal work procedures in the Wee. D. The Contract' shall conduct his work in each a manner as to not Interfere with or endanger work or traffic In arms adjacent to the construction area, except as permitted by the Owner. The Contract' shall so 'range his construction operations as to provide access for emergency whlcies and equipment to the work site at all times. 1.02 LABOR A. The Contract' and subcontractors will employ mechanics skilled In their respective trades. B. All lab' will be performed In a nmt and workmanlike manner. 1.03 PROTECTION OF PERSONS AND PROPERTY A. The Contract' shall be responsible for Initiating, maintaining, and supervising all O.S.H.A. mfety precautions In connection with the Work. B. Fie Protection: The Contract' shall take oil necessary preaoutlons to prevent fires adjacent to the Work and shall provide adequate facilities for extinguishing fires. The Contract' shall also prevent fires In project related buildings and shall prswnt the spread of fire@ to arms mt.ide the limits of the Work. C. Safety Precaution.: Prior to commmcemmt of Work, the Contract' shall be familiar with oil safety regulations and practices applicable with construction operations. No men additional payments will be mean for equipment and procedures necessitated by these safety preeautims. 1.04 INSURANCE A. Cartifl-tee of Insurance acceptable to the Owner shall be Mad with the Owner prior to the commencement of the Work. 1.05 CORRECTION OF WORK A. The Contract' shall promptly correct oil Work rejected by the Owner os defmtiw or as foiling to conform to the Contract Documents. The Contractor shall bear all cost of connecting each rejected Work. 1.06 WEATHER CONDITIONS A. No Work shall be done when, In the opinion of the Owner, the weathar Is unsuitable. No concrete, earth backflll, embankment, or paving Mall be placed upon frozen material. If there to delay or Intarupllon In the Work due to weather conditions, the necessary precautions must be taken to bond new Work to old. B. Protmtlw Against Water and Storm: The Contractor *hall take all prmmtlons to prevent damage to the Work by storms or by water mtering the site of the Work directly or through the ground. In case of damage by dorm 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 Spedfications. 1.07 DISPOSAL OF DEBRIS A. All debris and excess materials, other than that which in authorized to be reused, become the property of the Contractor and *hall be promptly removed from the property. The Controctor shall receive title to all debris and/or esease material. The Owner will not be responsible for any lees or damage to debris or excess material owned by the Contractor. 1.D8 PROJECT LAYOUT A. The Contract' sholl be responsible far providing all neceswry surveytaking. akin . 1. Locate and protect control points before starting work on the site. 2. Preserve permanent reference point. during progress of the Work. 3. Establish o minimum of two parmonenl benchmark* on the .Its, referenced to data established by survey control point.. a. Record locations, with horizontal and vertical data, an Project Record Do -mints. SECTION 02110 - SITE CLEARING PART 1 - GENERAL 1.01 SUMMARY A Section Includes: 1. Ramove surface debris. 2. Clear site of plant life and grew. 3. Remove trees ond shrubs. 4. Remove root system of trees and shmba. PART 2 - PRODUCTS Not wad. PART 3 - EXECUTION 3.01 PROTECTION A. Protect utilities that remain from damage. 8. Protect trees, plant growth, and features designated to remain os final landscaping. C. Protect bench mark@ and existing structures from damage or displacement. D. Use means necessary to prevent duet becoming a nulsonce to the public, to neighbors, and to other work being performed an or near the site. E. Maintain access to the site at all times. 3.02 CLEARING A. Clear arms required for access to site and execution of Work. B. Remove trass and shrubs within areas Y ited on the Plans. Remove stumps, roots and tap i end other projection' 1)f' or greater In diameter to Y-0" below the "I'veled surfaces In cut areas and 2'-0" boor the exposed subgrode In fill areas. 3.03 REMOVAL A. Remove debris, rock, and extracted plant life from site. B. The Contractor shall coordinate Work with the Engineer and Owner In establishing suitable woo. within the property Ilmits for depositing debris, rocks and extracted plant (Ia. The Contractorshall be responsible for bockfllling (capping) and grading all canto sites. 3.04 UTILITIES A. Coordinate with utility componle. and agencies as required. SECTION 02210 - SITE EARTHWORK PART 1 - GENERAL 1.01 SUMMARY A. Section Indudm: 1. All utility and eltesork excavation (unless covered In other sedans of these specification.), removal and stockpile of topsoil, stabilization fabric, and other miscellaneous and appurtenant works. 2 Sits filling. 3. Roadway9parkInq lot struclurol section.. 1.02 REFERENCES A ANSI/ASTM C136 - Standard Test Method for Sieve Analysis of Flne and Comes Aggregates. B. ANSI/ASTM D698 - Standard Test Method for Laboratory Compaction Characteristice 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 for backflll meet. requirements of this Section. B. Field density test report. of It. 1111 In place. C. Field dm.1ty test reports for roadway structural sections In place. D. Slabillzat1w Fabric: Submit copies of manufacturer's specifications and Installation Instructions. PART 2 - PRODUCTS 2.01 BANK RUN GRAVEL A. This material shall meet the following grading requirements: Percent by Weight Slew Designation Passing Square Mesh Slaw No. 4 20 - 60 No. 100 0 - 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 thlcknese of the layer being placed or 4', whichever Is lees. 2.02 CRUSHED GRAVEL A. All materials shall be secured from approved sources. This growl shall consist of angular and round fragments of hard durable rock of uniform quality throughout, reasonably free from thin elongated pieces, soft or disintegrated stone, dirt, organic or other objectionable matter. This material .hall meet the following grading requirements: Percent by Weight Slew Designation Paesln9 Square Meth Slew Fin': 2" 100 1 1/2" 90 - too No. 4 30 - 60 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 far surface course and shoulders sholl consist of dean, hard growl. Washed gravel or crushed stone. It shall be reasonably firm from Bill, Isom, clay or organic matter. It shall be obtained from approved sources. B. Grading. This material Noll be uniformly graded from coomer to fine and shall meet the following grading requlremento: Percent by Weight Sieve Deelgnatim Passing Square Mesh Slew 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 shot be fires of shale, day. friable material, debris, and organic matter, graded In accordance with ANSI/ASTM C138 within the following Iimlts: Percent by Weight Sieve Designation Passing Square Mash Slew 6" 100 v'.- 75 - 100 No. 4 20 - 100 No. 100 0 - 20 No. 200 0 - 12 2.05 GEOTEXTILE STABILIZATION FABRIC A. This work shall consist of furnishing and placing an approved stobllizatlon fabric w 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 lbs. 2. Grab tonsil. elongotl- (ASTM D-4632) - 15R 3. Puncture strength (ASTM D-4833) - 120 lbs. PART 3 - EXECUTION &01 PREPARATION A. Identify required lines, levels, contours, and datum. B. Identify known below grade utilities. Stake and flag lotions. C. Maintain and protect existing utilities remaining which pass through work arm. D. Upon discovery of unknown utility or conceded cordillera, 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 arms to be excavated, re-4ondamped or regraded and stockpile In arms designated w 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 topml damp to prevent dust and drying mt. 3.04 SUBSOIL EXCAVATION A. Excavate subaal from arms to be regraded In accordance with plan.. B. Excavate subsoil required to accommodate building foundations. Blabs w grade, site structures, construction operation., read., and parking arms. C. Grade top perimeter of excavation to prevent surface water from draining Into excavation. D. Notify Engineer of unexpected subsurface conditions and dlecontlnue affected work In area until notified to remme work. E. Correct areas over -excavated by arc' as directed by the Engineer at no cost to the Owner. 3.05 DITCHES A. Cut accurately to the cross -sections, grade., and elevations shown. B. Maintain excavation. free from detrimental quantities of leaves, sticks, trash, and other debris until completion of the work. C. Dispose of excavated materials ae shown on the drawings or directed by the mile Enginmr, except do not, In any case, deposit materials lass than three feet from the edge of a ditch. 3.06 EMBANKMENTS AND BERMS A. When embankments are to be made on a hillside, the slope of the original ground an which the embankments am to be con.tructed shall be stepped and properly drained as the fill is constructed so that adverse movements of the slopes do not occur. B. Any excavated rock, ledge, boulders, and stone, except where required in the construction of other time or otherwise directed, shall be used In the construction of embankment. to the extent of the project requirement. and generally shall be placed - a. to form the bees of an embankment. C. Frozen material shall not be used In the construction of embankment., nor shall the embankment. or -cceeslve layers of the embankments be pieced upon frozen material. Placement of material other than rock shall stop when the wstolned air temperature, below 32 degrees Fahrenheit, prohibits the obtaining of the required compaction. If the material Is otherwtsa acceptable, it shall be stockpiled and reserved for future use when Its cwditlm Is acceptable for use in embankments. D. When an embankment is to be constructed acres. a swamp, muck, or or-, of unstable sells, the unsuitable material .hall be exc.wt d to reach soils of adequate bearing capacity and the embankment begun. Alternative methods, such as use of a stabilization fabric In place of excovatlon and baekfill, 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 thicknesm across the full width of the embankment. Stumps, trees, rubbish, and other unsuitable material 'hall not be placed In embankments. F. Embankment arms well be placed in eight -inch lifts. Effective spreading equipment shall be used an each layer to obtain uniform thickness prior to compaction. Each layer Mall be kept crowned to had rater to the outside edge of embankment and continuous leveling and manipulating will be required to owure uniform den.Ity. The entire ore of each layer shall be uniformly compacted to at Imet the required minimum density by use of compaction equipment consisting of rollers, compactor, or a combination thereof. Earth -moving and other equipment not specifically manufactured for ompactiw purposes will not be con.ldemd a. compaction mulpmrit. G. All fill material shall be compacted at a moisture content suitable for obtaining the required density. In no cam Mall the moisture content in each layer under construction be more than three percent above the optimum moisture content and shall be less than that quantity that will cause the embankment to become unstable during compaction. Sponginees, shoving, or other displacement under heavy equipment shall be or evidence for an engineering determination of lack of etublllty under this requirement, and further pleeemmt of material In the arm affected Mall be stopped or retarded to allow the material to stabilize. H. When the moisture content of the material In the layer under construction is less than the amount necessary to obtain satisfactory compaction by mechanical compaction methods, water shall be added by preasure distributors or other approved equlpmmt Water may elm be added in excavation or borrow pits. The water shall be uniformly and thoroughly Incorporated Into the sell by dim, harrowing, blading, or by other approved methods. This manlpulotlw may be omitted for sands and gravel. When the moisture cwtent of the material is In excam of three percent above optimum moisture content, dry material shall be thoroughly Incorporated Into the wet material, or the wet material shall be aerated by disking, harrowing, blading, rotary mixing, or by other approved methods; or compaction of the layer of wet material shall be defered until the layer hoe dried to the required moisture contort by e-p'otl-. 3.07 COMPACTION REQUIREMENTS i A. All backfills and fills shall be compacted in even lifts (12" maximum) to attain the required deneltiaa as follows: Standard Proctor Location ASTM D-698 Subgrade end Gravel for Roods and Parking Lots 95% General Embankments 90% 3.08 MAINTENANCE A All earthwork should be checked periodically to see that elopes are In good condition. Any rills or damage from erosion and animal burrowing should be repaired Immediately to avoid forth' damage. If seeps develop - the elopes, the arm Mould be evaluated to determine If the seep will ca.- an unstable condition. Subsurface drains or gravel mulching may be required to wive soap problem.. Diversions, Darns, and waterways In the land grading area should be checked to am that they am functioning properly. Problems found during the Inspection. should be repaired Promptly. SECTION 02225 - UTILITY TRENCHING AND BACKFILLING PART 1 - GENERAL 1.01 SUMMARY A. Section Includes: 1. Trench, backflll, and compact ae specified herein and as needed for Installation of underground utilities located 5 feet -told. the building.. 1.02 QUALITY ASSURANCE A. Use adequate numbers of skilled workers who are thoroughly trained and experienced In the necessary Wafts and who are completely familiar with the specified requirements and the methods needed for proper performance of the work of this section. 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 for Slew Andy.[* of Fine and Coarse Aggregates. B. ANSI/ASTM D698 - Standard Test Method for Laboratory Compaction Characteristic. of Sell Using Standard Effort PART2 - PRODUCTS 2.01 SOIL MATERIALS A. Fill and backflll materials: 1. FIII material Is wb*t to the approval of the Engineer. Material provided can be removed from excavations an site or Imported from approved off -site borrow arms. Materials must be predominantly granular, non -expansive mil free from porou. matter, organic matter and other deleteriou. matter and contain no rake or lumps over 6 Inches in greatest dlmmalon. 2. Rocks having a dlmensim greater than 2 Inches shall not be placed within 2 feet of the outside of pipe. 3. Coheslonlees material used for backflll: Provide mind firm from organic material and other foreign matter, and as approved by the Engineer. PART 3 - EXECUTION 3.01 SURFACE CONDITIONS A. Examine the arms and conditions under which work of this section will be performed. Correct conditions detrlmental to tknely and propar completion of the work. Do not proceed until unsatisfactory conditions are corected. 3.02 PREPARATION A Identify required lines. levels, centaurs. and datum. 3.03 PROCEDURES A Existing Uthitim 1. Unless shown to be removed, protect active utility lines, shown an the drawing.' otherwise made known to the Contractor prior to trenching. If damaged, repair or replace al no cost to the Owner. 2. W11en exletlnq underground utilities, witch are not .cheduled for removal or abandonment are encountered In the excavation, they shall be adequately supported and protected from damage. Any damage to utilities shall be repoired promptly at no additional cast to the Owner. 3. If utlllty service I. Interrupted a. a -It of work under this section, Immediately restore service by repairing the damaged utility at no additional cost to the Owner. 4. If existing utilities we found to Interfere with the permanent facilities being constructed under this section. Immediately notify the Engineer and secure Instruction.. 5. Do not proceed with disruption of oervlce or permanent relocatlm of utllltle. until written Instructions are received from the Engineer. B. Protection of persons and properly. 1. Barricade open holes and depressions occurIng as part of the work, end post owning light. on property adjacent to w with public access. 2. Operate warning light. during hours from dusk to dawn each day and as otherwise required. 3. Protect structures, utilities, sidewalks, pavements, and other facilities from damage caused by settlement lateral movement washout and other hazards created by operations under this seetlor. C. Dewatering: The Contractor, at all times. Mall conduct operations so a. to prevent the acmmulot1w of water. Ice, and mow In excavations or In the vicinity of exmwt d areas, and to prevent water from Interfering with the program and quality of the work. Under no conditions shall water be allowed to rise In open trenches after pipe has been placed. D. Accumulated water, Ice, and mow shall be promptly removed and disposed of by pumping or other approved means Disposal shall be carted wt in a manner which will not create a hazard to public health, nor cause Injury to public or private property, work completed or In progress, or public street*, nor cause any Interference In the use of streets and reed by the public. Pipes under construction Mall not be used for drainage of a .votdone. E. Maintain occess to adjacent arms at all time. 3.G4 TRENCHING A. Provide sheeting and shoring necessary for protection of the work and for the safety of personnel. 1. Sheeting ond bracing required for trenches shall be removed to the elevation of the pipe, but no sheeting will be allowed to be pulled, removed, or disturbed below the pipe. B. A trench sholl be excavated to the required depth and to a width sufficient to allow for joining of the pipe and compaction of the bedding end backflll motwlol under and wound the pipe. C. The completed trench bottom shall be fire for Its full length and width. D. If Indicated w the plane or directed by the Engineer, poor foundation material encountered below the normal grade of the pipe bed shall be removed and replaced with granular backflll. E. Whom pipes are to be placed In embankment fill, the excavation shall be mode after the embankment has been completed to a height of 3 feet plus the diameter of the pipe above the dmlgned grade of the pipe. F. Excavating for appurtenances: 1. Excavate for manholes and similar structures to 0 distance sufficient to leave at least 12 Inches door between outer surfaces and the embankment or shoring that may be used to hold and protect the banks. 2. Over -depth excavation beyond such appurtenances that how not been directed will be consld-d! unauth'Ized. FRI with send, gravel, or Imn concrete as directed by the Engineer, and at no additional mat to the Omer. G. Excavation shall not Interfere with normal 45 degree bearing splay of foundations. H. Where utility rune troverse public property or are subject to governmental or utility company )orl-diction, provide depth, bedding, cover, and other requirements as net forth by legally constituted authority having jurisdiction, but In no case less than the depth shown In the Contract Documents. L Where trenching occurs in existing lawns, remove turf In section. and imp damp. Replace turf upon completion of the bockfllling. 3.05 BEDDING A. Pipe Bedding Arm: Prior to laying pipe, bedding material shall be placed to the limits of the excavation and to a depth beneath the pipe a. specified. This material shall be either sand, growl, or crushed stone and shall not contain large lumps and stones over one Inch In diameter. As the pipe Is laid, bedding material shall be extended to 6 Inches above the pipe and leveled along the width of the trench. 3.06 BACKFILING A. Bockfilling shall not be done In freezing weather, with frozen materials, or when material. already placed ore frozen. B. Bodkflll material shall be evenly spread and compacted In lifts not more than 12 Inches thick or as approved by the Engineer. Previously placed or new materials Moll be moistened by sprinkling, if required, to ensure proper bond and compaction. C. Trenches which haw been Improperly backfilled, enclosed or covered up before It has been approved shall be reopened. Refill and compact a. specified, w otherwise correct to the approval of the Engineer, at no additional cost to the Owner. D. Take spmlol care In bockfllling and bedding operations to not damage pipe and pipe coatings. E. No compacting shall be done when the material Is too wet to be compacted properly. At such times the work shall be suspended until the previously placed and new materials how dried out sufficiently to permit proper compaction, or such other precaution. are taken as may be necessary to obtain proper compaction. F. Backfll material shall be compacted to the following percmtogas of maximum dry density and the In -place moisture content shall not be more than 2% above the optimum moisture content, a' determined by Standard Proctor ASTM D696. 1. Around all structures, under roadway paving, shoulder and embankment. - 95X 2. NI other or... - 907E G. Frost Protection: Pipes laid with less than the minimum cover over the crown and when approved by the Englnaer shod be protected against freezing by Installation of rigid .0 Insulation for the width of the trench. Insulation shall �lJ o minimum of 2 Inches thick with one additional Inch of thickness for every foot of depth of piping less than 5 feet. The sheets Mall be placed 6 Inches above the 'own of the sewer after compaction of the 6 Inch lift Immediately above the crown. Care Mall be mordsad by the Contractor during backfil and compaction over the insulation. The Meets Mall meet the compressive strength requirements of ASTM D1621-73. 3.07 TEST FOR DISPLACEMENT OF SEWERS AND STORMDRAINS A. After the trench has been backfilled to above the pipe and has been compacted as specified, check sewers and stormdralne to determine whether displacement hoe occurred. B. Vlwally Inspect pipe Installatlan by flashing a light between manholes or between the Iocatlone of the manhole', by means of a flashlight or by reflecting sunlight with a mirror. C. If the illuminated Interior of the pipe line Maw. par alignment displaced pipes, or any other defects, correct the defects to the specified condition. and at no additional cost to the Owner. D. After visual approval of pipe, a 95% mandrel test may be required. PLANS PREPARED BY: f CIYIL ENGINEERING ASSOCIATES. INC P0. BOX485 SHELBURNE, Vr 05482 BU1-98S2323 FAX 902-aA52211 web: wvw.cs Kenn A►►UED ECOLOGICAL CONSULTANTS a-- ACL cescIoND DSM APPROVED DSM APPLICANT SOUTH VILLAGE COMMUNITIES, LLC. PROJECT CONSULTANTS: LAND OW PLANNER/11RC1H/7ECT LOONEY RICKS KISS NASHVILLE, TN CIVIL ENOM/EER CIVIL ENGINEERING ASSOCIATES SHELBURNE,VT 7R4FM &III R TND ENGINEERING OSSIPEE, NH LAND9124PE ARCH/IECT LAND -WORKS MIDDLEBURY, VT PROJECT TITLE: SOUTH VILLAGE Saukh Bur11. V...... SPEAR STREET AND ALLEN ROAD SOUTH BURLINGTON, VT 1 DATE 1 cxEct® 1 RPYISIOn' I SPECIFICATIONS GATE DRAWING NUYDER MAY, 2008 SCeil AS SHOWN C-13.8 PRW. No. G1243 PART 1 -GENERAL 1/SECTION D2439 - STD' -ILL 1.01 SUMMARY A. Section Includes: 1. Stone Fill - Types I, If. III, and IV. 2. Rip -Rap - Heavy Type, Light Type. 3. Geotextile Fabric. B. This work shall consist of furnishing and placing protective matarlals In conformity with the ifirr ions, elevations 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. Stone for stone fill shall be approved, hard, blotted angular rock other than serpentine rock containing the fibrous variety chrysotlle (ash -tea). The least dim -.Ion of nge the stone shall be greater than 1/3 of the lost dimension. The stone fill shall be reasonably wall graded from the smallest to the maximum size two specified so as to form a compact mass when In place. Type I: The longest dimension of the stone shall wry from 1 Inch to 12 Inches, and at least 50 percent of the volume of the -tone In place shall haw a least dimension of four Inch". Type It: The longest dimension of the stone shelf very from 2 Inches to 36 Inches, and at least 50 percent of the volume of the stone In place shall haw a least dimension of 12 Inches. Type III: The longest dimension of the stone shall wry from 3 Inches to 48 Inches, and at least 50 percent of the volume of the stone In place shall haw a least dimension of 16 Inches. Type IV: The longest dimension of the atone shall wry from 3 Inches to 60 inches, and at least 50 percent of the volume of the stone in place shall haw a least dimension of 20 Inches. 2.02 RIP -RAP A. Stone for rip -rap shall be approved, rough, unhewn quarry stone, as nearly rectangular In mecti n as practicable. The stoma Mall be hard, sound and resistant to the action of water and weathering. They Mall be of a rock type other than serpentine rock containing the fibrous variety chrysotile (asbestos) and -liable in every respect for the purpose Intended. Heavy Type: The Individual atones Mall haw a depth equal to the thickness of the course of rip -rap. At least 75 percent of the volume of the rip -rap, complete in place, Mall cons at of stones that haw a minimum volume of 16 cubic feet. Light Type: The Individual stones Mall haw a depth equal to the thickness of the course of rip -rap. The rip -rap, complete in place. shall consist of stones that haw a minimum volume of 1/2 cubic foot. 2.03 GEOTEXTILE FABRIC A. Gsatextile fabric Mall conforn to the requirements of Section 02210 - Site Earthwork. PART 3 - EXECUTION 3.01 PREPARATION A. The weas to be protected Mall be constructed and graded to the lines Indicated an the plans or as directed by the Engineer and, If a flll area. Mall be compacted. All slop- shall be maintained to the neat firm indicated on the plan. prior to the placing of gact-tile fabric or bedding material, stone fill, rip-rop or slope paving. 3.02 PLACING STONE FILL A. The specified stone fill shall be placed In one course thickness as shown an the plans In a manner that will result in o reasonably wail graded surface. Care shall be taken In the placing to avoid displacing of the underlying material. B. The stones shaft be so placed and distributed that there will be no accumulation@ of either the larger or smaller .I... of time. C. Rearrangement of the stone fill by hand labor or mechanical equipment may be required to obtain the specified results. D. When stone fill and geotextila fabric are to be placed as part of on embankment, the protective materials shall be placed concumently with the construction of the embankment union otherwlse authorized by the Engineer. E. Whan stone fill and geotextae fabric Is to be placed under water, methods Moll be used that will minimize segregation Insure that the required thic and Inskn"e of protective material will be obtained. SECTION 02513 - BITUMINOUS CONCRETE PAVING PART 1 - GENERAL 1.01 SUMMARY A. Section Includes: 1. Ban Courses 2. Leveling Caun- 3. Finish Course B. General: This work sholl consist of one or more tours- of bituminous mixture, constructed on a prepared foundation In accordance with then Specifications and the type of surface being placed, and In conformity with the lines. grades, thidan"a" and typical crone sections shown on the plans or establishedby the Engineer. 1.02 QUALITY ASSURANCE A. Use adequate numbers of skilled work" who are thoroughly trained and experienced in the necessary crafts and who ore completely familiar with the specified requirements and the methods needed for proper performance of the work of this Section. B. All materials and Installation shall be In accordance with The Asphalt Institute Manual (MS-4) and the VAOT Standard Specifications, 1990. C. Mixing Plant Conform to State of Vermont Standards. D. Obtain materials from same source throughout. 1.03 PROJECT CONDITIONS A. Bituminous concrete shall not be pled atwwn November 1 and May 1. Material shall not be placed when the granular subbase Ie wet or when the air temperature at the paving site In the shade and away from artificial heat Is as follows: Air Temperature Pavement Degree. Fahrenheit Compacted Depth 40 Degrees or below Greater than 1 1/4' 50 Degrees or below Lee. than 1 1/4 PART 2 - PRODUCTS 2.01 MATERIALS A. Materials shall be combined and graded to meet the criteria a. defined in the VAOT Standard Specifications, Division 700 for Type II (base course) and Type III (finish course) bituminous concrete. B. Gradation: Materials shall be combined and groded to meet composition limits specified In VAOT Standard Specification. Sectlon 406.03, for the base course and finish course. C. Thickness of paving for drives and parking lots shall be as shown an the plans, consisting of bane course and finish COUrte. D. For pavement reconstruction areas due to trenching, the depth of each coupe shall be increased by 1/2'. Pavement reconstruction soused by trench reopening due to Improper placement or non -approved placement Mall be performed at no additional cost to the Owner. 2.02 TRAFFIC MARKINGS A. Traffic marking point to be factory -mixed, meeting the requirements of the VAOT Standard Specifications, Section 708.08. PART 3 - EXECUTION &DI INSTALLATION A. Install In accordance with VAOT Standard Specifications, Section 406. 3.02 EXAMINATION A. Verify bogie conditions under the provislons 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 elevation. of base are correct. 3.03 PREPARATION A. Matching Surfaces: When a new pavement is to match an existing bltuminw. pavement for a roadway or trench, the Contractor shall vertically smooth cut the existing powment, over the existing gravel boss. The smooth cut Mall be thoroughly cleaned and coated with Emulsified Asphalt, RS-L just prior to paving. 3.G4 PREPARATION - TACK COAT A. When the bottom course of bituminous concrete pavement is left over the winter. or paving is to be made over an witting bituminous concrete pavement, the existing surface shall be cleaned and Emulsified Asphalt applied before the next courn Is applied. B. Also apply to contact surfaces of curbs. C. Coat surfaces of manhole and catch basin frames with oil to prevent bond with asphalt pavement Do not tack coat these surfaces. 3.05 PLACING ASPHALT PAVEMENT A. Place to compacted thicknese Identified w the plans. B. Compact pavement by rolling. Do not displace w extrude pavement from position. Hand compact In areas Inaccessible to rolling equipment. C. Develop rolling with consecutive patens to achleve even and amooth finish, without roller marks. 3.08 JOINTS A. Joints between old and new pavements or between successive days work shall be made so a. to Insure a thorough and continuous 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 mat and o pint constructed. B. Butt )Dints 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 mixture.. C. Longitudinal joints that haw become cold shall be coated with Emulsified Asphalt, Type RS-1, before the adjacent mat Is placed. If they haw been exposed to traffic, they Mall be cut back to a clean vertical edge prior to painting with the emulsion. D. Unless otherwise directed, longitudinal Joints shall be offset al least 6' from any joint In the lower courses of pavement. Troneverae joints shall not be constructed nearer than one foot from the tronswi se joints constructed in lower sautes.. 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 feet etralght-edge may be used an a vertical curve. The straight -edges shall be provided by the Contractor. B. Scheduled Compacted Thickness: Within 1/4 inch. C. Varlatlon from True Elevation: Within 1/2 Inch. 3.08 FIELD QUALITY CONTROL A. Permit no vehicular 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 pavement shall be repaired at the Contractor's expense. If the Contractor fail. to make such repairs promptly upon receipt of notice to do so from the Owner, than the Owner may make much repairs as necomory and the Contractor shall pay the Owner for all costs Incurred in making much repairs. 3.10 MARKING PAVEMENT FOR PARKING A. Striping - Thoroughly clean the area. to receive striping and locate all striping as indicated on the Contract Plans. All striping shall be 4' wide unions otherwise noted. B. MI ... ti ne-. - Provide handicapped symbols and all other miscellaneous signs and symbols as indicated on the Contract Plane. SECTION 02315 - CURBS AND WALKS PART 1 - GENERAL. 1.01 SUMMARY A Section includes: 1. Concrete Curbs 2. Concrete Sidewalk. PART 2 - PRODUCTS 2.01 CONCRETE A. The concrete shall how a minimum compressive strength of 4,000 pal at 28 days and shall conform to the requirements of Cast -In -Place Concrete. 2.02 ADMIXTURES A. Air -entraining admixture shall meet m exceed ASTM C260. Air content shall range from minimum of 5% to 7% maximum. 2.03 EXPANSION JOINT MATERIAL A. Expansion Joint material shall be pram lded bituminous filler conforming to ASTM D994. 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 vet Mall be compacted to a firn, even surface. All soft and unsuitable material :hall be remowd and replaced with suitable material which shall be thoroughly compacted. B. Installation: The curb @hall be set so that the front top line 1@ in dose conformity to the line and grade required. All space under the curbing Mall be filled and thoroughly tamped with material meeting the requirements of the material for the bad course. C. Concrete Mixing and Placing: Compaction of concrete placed In the forms shall be by spoiling or other approved methods. Forms Moll be left In place for 24 hours or until the concrete has set sufficiently so that they can be removed without Injury to the curbing. Upon removal of the forme, the curb Mall be Immediately rubbed down to a smooth and uniform surface but no plastering will be permitted. For this wok, competent and skillful finishers shall be employed. D. Sectlonc Curbing shall be constructed in sections having a uniform length of ten feet, unless otherwise ordered. Sections shall be separated by open Joints 1/8 Inch wide except at expansion Joints. E. Expansion Joints: Expansion joints shell be formed at the Intervals shown on the plans using a preformed expansion joint filler having a thickness of 1/4 inch vet to conform to the crop -section of the curb. They shall be constructed at 20 foot intervals or as directed by the Engineer. Man the curb Is constructed adjacent to or an concrete pavement, expansion joint. Mall be located opposite or at expansion joints in the pavement. F. Backfllling: After the concrete has set sufficiently, the M spaces In front and back of the curb all be filled to the required elevation with layers of not more than mix inches of the some 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 Mal acceptance of the work shall be removed and replaced with satisfactory curb at the Contractors expanse. 3.02 CONCRETE SIDEWALKS A. Excavation and Foundation: Excavation Mall be made to the required depth and to a width that will permit placing of bed courts material and the installation and bracing of the forme. Bed tour- material shall be placed to the depth and section shown on the plans. When the foyer required exceeds six inch", two layers of approximately equal depth shall be placed and each loyer thoroughly compacted so that R Is hard and unyielding. The wetting of bed course material may be required to obtain the compaction. B. Finishing: The surface shall be finished with a wooden float. No plastering will be permitted. The edges shall be rounded with an edger having a radius of 1/4 Inch. The surface of the sidewalk, after the floating and screading process Is completed, shall be finished with a brown of a type approved by the Engineer, drawn over the surface parallel to the tronawrse joints. Special texturing on sidewalk ramps shall be Installed In accordance with construction plan details. C. Joints: Unless otherwise indicated on the plane or directed by the Engineer, expansion joints shall be placed awry 20 feet. Expansion joints Mall be formed around all appurtenances much an manholes, utility poles and other obstructions extending Into and through the sidewalk. Pre -formed Joint filler 1/4 inch thick ehcll be Installed in theme joints. Expansion joint filler of the thickness Indicated shall be Installed between concrete .Idewalke and any fixed structure much on a building or bridge. This expansion Joint material shall extend for the full depth of the r,Ik. Between the expansion Joints, the sidewalk shall be divided at Interval. of 5 fast by dummy joints formed by a jointing tool or other acceptable memo as directed to provide grooves approximately 1/8 inch wide and of least 1/3 of the depth. When the sidewalk Is constructed next to a concrete expan- sion, joint material shall be placed between sidewalk and curb for the depth of the sidewalk. D. Curing: During the curing period all traffic, both pedestrian and vehicular, sholl be excluded. Vehicular traffic @hall be excluded for such additional time a. the Engineer may direct E. Backfilling: Before the concrete has been J 1 traffic, the space on each side of the eldev i. .all be backfilled to the required elevation with suitable material, firmly compacted and neatly graded. SECTION 02700 - WATER SUPPLY SYSTEM PART 1 - GENERAL 1.01 SUMMARY A. Section Includes: 1. Pipe Materials 2 Valves 3. Fittings 4. All other appurtenances necessary to complete the water main system as shown an the Contract Plane, 1.02 SUBMITTALS A. Product Data: Submit published data from manufacturers of products and occessories specified. Indicating compllance with requirements to the Engineer and local municipality. 1.03 QUALITY ASSURANCE A. All materials and the Installation procedure shall be in accordance with the Department of Environmental Conservation, Water Supply DIV.]- and the applicable construction ordinance. of the local municipality. PART 2 - PRODUCTS 2.01 GENERAL A. Furnish ells, tees, reducing team, eyes, couplings, Increasers, crosses, transitions and end caps of the same type and class of material 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 system. 2.02 DUCTILE IRON WATER PIPE A. Pipe shall be Tyton Ductile Iron Class 52 (sizes as shown on the plans) conforming to current ANSI/AWWA C151/A21.51 latest revision. Push -on Joint pipe sholl be minimum thickn"s Clove 52. Push -on )Dint accessories sholl conform to applicable requirements of ANSI/AWWA C111/A21.11. B. Pipe shall be cement mortar lined on the Inside In accordance with ANSI Specification A21.4 except that the cement lining thickness shall not be less than 1/8 Inch. A Plus tolerance of 1/8 Inch will be permitted. C. Pipe Mall be given on Interior bituminous coating in accordance with ANSI Specification A21.4 and an anterior bituminous coating of coal, tar or asphalt base in accordance with ANSI Specification A21.51. 2.03 FITTINGS A. Ductile Iron fittings shelf conform to ANSI Specification A21.10. 350 PSI working pressure. Cast Iron Clam 250 pipe fittings Mall be allowed In lieu of ductile Iron fitting. Class 350. Ductile Iron compact fittings conforming to AWWA C153-88 will be allowed in Ileu of full body fittings. B. All M.J. fittings shall haw mega -lug gland. for additional Joint restraint. C. Bolts shelf conform to ANSI Sp-ificatlon A21.10. 2.06 GATE VALVES A. Valves shall be manufactured to meet all requirements of AWWA Specification C509-87. Valves 12 Inches and smaller shall be bubble tight, zero leakage at 200 pal working pressure. Valves Mall how non -rising stems, open counterclockwise, and be provided with a 2 Inch square operating nut with amen cast In metal to indicate direction of opening. Each wlw shall haw maker'. name, pressure rating and year in which manufactured cast an the body. Prior to shipment from the factory, each valve shall be tested by hydrostatic pressure equal to twice the specified working pressure. Gate wives Moll be Mueller, Dr-sor or Kennedy. B. Buried valves shall be Installed with a -I- box. 2.07 VALVE BOX A. Cast Iron New England style did. -type, 5 1/4 Inch shaft. 6 foot trench depth. B. Cover shall be cast Iran, marked 'WATER' and indicating direction of opening. PART 3 - EXECUTION 3.01 INSTALLATION PROCEDURES A. Installation of all water fin- shall be In accordance with AWWA C 600 latest revision. B. All pipe and fitting. shall be Inspected and tested In accordance with the manufacturer's speciflcations and the aforementioned AWWA Specificotionm. The Contractor shall furnish for approval certification from the pipe manufacturer that all tests haw been performed with satisfactory results. Pipe shall not be installed without the Engineer's approval. C. Pipe, fittings, and accessories shall be carefully handled to avoid damage. Prior to the date of acceptance of the project work by the Owner, the Contractor shall replace any new pipe or acc-.ory found to be defective at any time. Including after installation, at no expense to the Owner. D. All pipe showing cracks shall be rejected. It 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 crock and use the sound portion of the pipe. E. All pipe and fittings shall be cleared of all foreign matter and debris prior to Inetollatlan and shall be kept clean until the time of acceptance by the Owner. F. The pipe Mall be told to conform to the lines and grades Indicated on the drawings or given by the Enginear. Each pipe Moll be so laid as to form a close joint with Me next adjoining pipe and to bring the Inverts continuou.ly, to the required grade. G. At all times, when the pipe laying Is not actually In program, the open was 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 all danger of water entering the pipe has passed. The pipe Mall be Installed in trenches and at the line and grade shown an the Contract Plane. Any deflection joints shall be within the limits specified by the manufacturer. H. All piping and appurtenances connect' le equipment shall be supported ma no strain Imposed on the equipment. If the equipment manufac. . a specifications Include that piping loads are not to be transferred, the Contractor shell submit certiflcatlw of compliance. I. For pressure piping, concrete thrust blocks shall be Installed at all unrestrained fittings and other locations as indicated an the Contract Plane. Minimum bearing area shall be as shown on the Contract Plans. Concrete shall be 2.500 psi. Concrete shall be placed against undisturbed material and shall not cover joint., bolts or nuts, or Interfere with the removal of any joint. Wooden aide forms shall be provided for thrust blocks. J. Conductivity bonds or wedge. shall be installed of every pipe joint. K. A minimum separation of 18' vertical and 10' horizontal shall be maintained between the outside of all water and enter lines unless o variance Is granted by the Water Supply Divialon. L There shall be no physical connection between the distrlbution 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 take all necessary precautions to prevent flotation of the pipe In the trench. N. All trenching safety standard. shall be In conformance with all applicable State and Federal guidelines. The Contractor shall be eddy responsible for any safety citations by State or Federal inepectorm. 3.02 SETTING OF VALVES AND FITTINGS A. Valve., fittings, plugs, and cape shall be set and joined to pipe In the manner specified above for laying and Joining pipe. B. Valve boxes are to be installed an all burled valves. The boxes shall be cast Iron with a minimum 5 1/4' diameter and long enough to extend from the wive to finished grade. The boxes shall encl-e the operating nut and stuffing box of the valves. Valve boxes shall not transfer loads onto the wive. C. Coven .hall be dose fitting and dirt tight with the top of the c cur flush with the top of the box rim. Coven shall be marked 'WATER' with an arrow, Indicating the direction of opening. 3.D4 DISINFECTION A. Dlelnfectlon of the pipeline Mall be directed by the Engineer and costs for all water, materials, equipment and labor to perform the required testing Mall be at the Contractor's expense. AWWA Standard C-651 (latest revision) shall be used a a basin for the disinfection process. All di.lnfection/ testing Mall 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 flu.hing of the pipeline to wear, out all dirt, debris, etc. which may haw accumulated In the pipeline during construction. 2. Following flushing (to dean clear water), the Contractor will add chlorine to the entire pipeline volume of water such that the water will how not lass than 25 mg/L free chlorine, and let the mixture set for at least 24 hours. 3. After the 24 hour duration, the water In the pipeline Mall be tested for residual firms chlorine and must contain a minimum of 10 m9A chlorine. If fete than 10 mgA are found, then the disinfection procedure shall be repeated until at least 10 mg/L chlorine r-iduol is Indicated by test. 4. Upon successful completion of the steps above, the pipeline shall be flushed again until the chlorine cwcentratlon in the pipeline Is no higher than that prevailing In the supply system. After this final flushing and before the pipeline to placed In service, bacteriological examples shall be collected an two consecutive days, and submitted to the Vermont Health Department for analysis. If the Initial dialnfectlon falls to produce samples which past the Vermont State Health Department requirements for potable drinking water, than the process shelf be repeated until satisfactory results are obtained. Upon eatkrfactory results 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 gouges, testing plugs, cops and all other necessary equipment and labor to perform leakage and pressure tests In sections of on approved length. Each calved section or a maximum length of 1,000 feet of pipe shall be tested. The Contractor shall provide at his own expense any additional laps to the water tine necessary to perform the pressure and leakage teat between wlw.. All disinf-tiers/testing Mall be completed by on Independent third party union otherwise approved by the Engineer or local municipality. B. All water required for testing shall be potable. All testing shall be conducted in the presence of the Engineer. C. The Contractor shall make the necessary provisions to tap the pipe at the high point to release all air and shall plug some after completing the test. Hydrants or blowoffs located of high points may be used for air rate... in Ilea of taps If approved by the Engineer. D. For the pressure test, the Contractor shall develop and maintain for two hours 150E of the working pressure or 200 Psi, whichever I. greater. Failure to hold within 5 psi of the designated pressure for the two-hour perlod constitutes o failure of the section tested. E. No pipe installation shall be accepted if the leakage I. greater than that determined by the following formulc: Lee NO(P)0.5 L= SD P 0.5 7,400 Whichever 1. less S - Length of Pipe Testing L Allowable Leakage In Gai/Hr D Nominal Diameter of Pipe ) P - Average Test Pr ... urs (p.i N = Number of Joints In the Pipeline Tested All 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 necessory, to locate and repair or replace the defective pipe, fittings or Joints at no cost to the Owner. PLANS PREPARED BY: f CIYIL ENGINEERING ASSOCIATES. INC, P.O. BOX485 SHELBURNE, VT o5482 e02-seszaza FAX son-R nn w wwwcaevemm AIYUED ECOLOGICAL CONSULTANTS DRAIN ACL Lni MD DSM APPR.m DSM APPLICANT SOUTH VILLAGE COMMUNITIES, LLC. PROJECT CONSULTANTS: LAND USE PL4NNER/ARCH/7E07 LOONEY RICKS KISS NASHVILLE, TN cm Emma? CIVIL ENGINEERING ASSOCIATES SHELBURNE, VT 77MnW EA MEEK TND ENGINEERING OSSIPEE, NH LANDSCAPE AR(NNIECr LAND -WORKS MIDDLEBURY, VT PROJECT TITLE: SOUTH VILLAGE South Burl l n@t Ve er SPEAR STREET AND ALLEN ROAD SOUTH BURLINGTON, VT UTZ cwmaX® RRVI51aN SPECIFICATIONS DA1R DRAWING NUMRER MAY, 2008 AS SHOWN PR01. Nil. 01243 C-13.9 W O C� G wQ sV} V N r� 00 C) C) N \ N N Y-I 0 LA/ U LU 0- ,� V / J W 1 0 J I V N ri C) M N T� 0 ,-I CD C) N / Les 4--J U •I� O L r) Q U O a--+ Q SOUTH BURLINGTON WATER DEPART NT NO 1 All domestic services and fire sprinkler systems that areed to the public water system shall be protected with a backflow prevention assembly, and an appropriate thermal expansimt system in canplimce with the Ordinance for the Control of Cross Connections Within the Water Svstem of the Cim of South Burlinaton, henceforth the'Baclflow Ordinance.' Please contact this department for more information an beckilow prwection devices 2 Access must be provided to the Department for those curb stops and gate valves located outside the City ROW for disconnecting service to delinquent accounts provided that the City of South Burlington follows the requirements sal forth in State Statute Title 24 V S.A. Chapter 129, Uniform Water and Sewer Disconnect 3 Eight -inch Ductile Iron (DI) wata pipe shall have rw less then three (3) brass wedges installed at each joint Bury depth to the cew main shallbe ux feet (6•) to the top of the pipe. 4. All hydrants shall meet the aforementioned specifications, and a hydrant Dag shell be supplied with each hydrant Hydrant drains shall have all drains plugged prim to installation 5 No underground utility Imes or structures shall be mstalled within four feet (4') from the water mein an either aide, fmm the top of the main to the fish grade, with the exception of storm sewer and sanitary, sewer Imes as gated in the above referenced Specifications. Trees shall not be placed over any water mein or service lose. nor placed within twenty feet (20') of any appurtenance, including fire hydrants 6. Separation between the water main and service line and nearby samtery and storm veer Imes shall comply with the VT WSR requirements and the above referenced Specifications 7 The South Burlington Weer Department ordinance gates that "All water lines and appurtenances not located in the City rightof-way, or public grounds shall be considered private purmant to the ordinance and others of the City," and, 8 "The Department shall not maintain any water Imes that have not formally been accepted by the City, except in subdivisions that are designed In Department Specifications and arc intended to be accepted,' and, 9. "All water lines and appurtenances located within an area so designated as restricted or private by the developer shall be considered private " 10 At this time private fire hydrants are assessed a $I00 per hydrant annual fee, and sprinkler systems are sasessed a S30 annual fee 11 Pnm to my building construction, the budding contractor must contact this Department to discuss City requirements for meta sizing, meter settings, and backflow pmtecbmr. 12 The SB WD shall be sent my future had copy plans involving this project for review Future plait must include details and specifications es required in the sine referenced SpecJcations. 13 The SBWD shell be notified prior to backfillmg to inspect all Innis, fillings, nun line taps, appurtenances, weta Erne crossings, and teeing 14 The polyelheylene pipe encasement and installation shall confirm to curmt ANSI/A W WA C 105/A21 5 Specifications. 15 A had copy set of As-Bmlts as well as arse electmme copy in Auto-CAD.dwg Verson 14 Format or newer shall be supplied to this department upon completion of the water system improvements. SECDON 02725 -DRAINAGE PART 1 - GENERAL 1.01 SUMMARY A. Section Includes: 1. Drainage pipe and appurtenances. 2. Drainage structures. B. Related Sections: 1. Section 02225 - Utility Trenching and Backfilling 1.02 SUBMITTALS A. Manufacturer'. technical data fa: 1. Pipe and appurtenances. 2. Structures. PART 2 - PRODUCTS 2.01 GENERAL REQUIREMENTS A. Fumieh die, tees, reducing tee., wyee, couplings, Increcsere, crones. transitions and end caps of the name type and class of material as the conduit, a of material having equal or superior physical and chemical propertin a. acceptable to the Engineer. 2.02 DRAINAGE PIPE AND PERFORATED PIPE A. If the Contract Plans do not specify a particular type of pipe, at the Contractor's option, the following materials may be used: 1. Polyvinyl Chloride plpe canforming to ASTM Specification D3034 or F879, (PVC) sewer pipe and fittings SDR 35. 2. Corrugated Polyethylene pipe and fittings (smooth Interlor) meeting the requirement. of AASHTO M-294 and M-252. 2.03 CONCRETE STRUCTURES A. ASTM C478, sized ae indicated. 2.04 METAL ACCESSORIES A. Manhole frames and covers: I. Grey cast Iron, ASTM A48, a. Mown on plans. PART 3 - EXECUTION 3.01 INSPECTION A, Examine the areas and conditions under which alarm seer system work is to be Installed and notify the Engineer In writing of conditions detrimental to the proper and timely ompletion of the work. Do not proceed with the work until unsatisfactory conditions haw been corrected. 3.02 GENERAL A. 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 promptly at no additional cost to the Owner. 3.03 PREPARATION A. Hand trim excavation (where necessary) to required elevations. Correct over -excavations with fill material. B. The slopes shall be graded to match the grade as shown on the plans, Where required, and section. shall be placed and backfilled to prewnt undermining. C. Remove large stone or other hard matter which could damage drainage structures w Impede coneletent backfllling or compactlon. 3.04 INSTALLATION OF PIPE A. Pipe shall be Installed in accordance with Section 02225 - Utllity Trenching and Backfllling. 3.05 INSTALLATION OF DRAINAGE STRUCTURES A. Precast concrete structures: 1. Place precast concrete structure and town as shown an the Contract Plane. 2. Where manholes occur In pavement, set tope of frames and covers flush with finish surface. 3. Provide rubber joint gasket complying with ASTM C443. 3.06 INSTALLATION OF STONE FILL A. Place stone fill as shown an Contract Plans. SECTION 02730 - SANITARY SEWER SYSTEMS PART 1 - GENERAL 1.01 SUMMARY A. Section Includes: 1. Gravity Sewer Pipe B. Related Sections: 1. Section 02225 - Utility Trenching and Backfilling 1.02 SUBMITTALS A. Product Data: Submit published data from manufacturers of products and accnsario specified. Indicating compllonce with requirements, 1.03 QUALITY ASSURANCE A. All sanitary sewer materials and construction of same shall be a. shown an the Contract Plan. and shall meet the requirements of the State of Vermont Agency of Natural Resources (Department of EnvironmentalConservation) and the Public Works Standards and Specifications of the local municipality. PART 2 - PRODUCTS 2.01 GENERAL A. Fumhth ells, teen, reducing teen, eyes, couplings. Increasers, crosses, transitions and and caps of the some type and class of material as the conduit, w of material having equal m superior physical and chemical properties as acceptable to the Engineer to provide a complete and operable system. 2.02 PVC GRAVITY SANITARY SEWER PIPE A. PVC riew., pipe shall conform In all respects to the latest revielan of ASTM Speelflcations D-3034 or F679, Type PSM Polyvinyl Chloride (PVC) Sewer Pipe and Fittings. SDR 35 pipe. All pipe and flttinge Noll De dearly marked as fallow.: - Manufacturer'. Name and Trademark - Nominal Pipe Size (as shown on plans) Material Designation 12454-C PVC - Legend 'Type PSM SDR 35 PVC Sewer Pipe' or 'PS 46 PVC Sewer Pipe Designation ASTM D-3034 or F679 B. Joints Moll be push-w type using elostomeric gaskets and Moll conform to ASTM D-3212. The gaskets Mall be factory Installed. The pipe Mall be furnished In nominal 13 foot laogtha. Sufficient numbers of short lengths and full machine fitting. Mall be provided far use at manholes and connections, All connections will require the use of manufactured fitting.. Field fabricated, cuddle -type connections will not be conaidarsd acceptable. PART 3 - EXECUTION 3.01 GENERAL A. Care Mall be exercised by the Contractor to avoid disrupting the operation of existing amiitory sower facilities without prior written approval of the Engineer. B. When exteting underground utllltln not scheduled for removal or abandonment are encountered In the excavation, they Mall be adequately supported and protected from damage. Any damage to utilities shall be repaired promptly at no additional cost to the Owner. C. Installation of pipe Mall be In accordance with Sectlon 02225 - Utility Trenching and Backflliing and ere specified by this sectlon. 3.02 BEDDING FOR PIPE A. The bedding material Mall be Moped to fit the pipe far a depth of not less than 10 percent of It. total height and Mall have receseea to receive the bell. 3.03 LAYING PIPE A. In general, sewer pipe Mall be Installed In accordance with the Joint detailed Instrucllo is of the manufacturer. B. The laying Mall begin at the outlet end and the lower segment of the pipe Mall be In contact with the shaped bedding throughout Its full length. Bell or grooved ends of rigid pipes and the circumferential laps of flexible pipe shall be placed facing upstream. C. All pipe and Ottings shall be corefully examined fa defects and no pipe or fittings shall be laid which are known to be defective. If any defective piece I. discovered afte r laying, It shall be removed and replaced at the Contractors expense. All plpea and fittings shall be cleaned before they are laid and shall be kept dean until accepted In the completed work. D. The pipe shall be laid to conform to the lines and grades Indicated on the drawings or given by the Engineer. Each pipe shall be so laid as to farm a close Joint with the next adjoining pipe and to bring the Invert* continuously to the required grade. E. The Controctor shall take all neceasiry precautions to prevent flotatlon of the pipe In the trench. F. When pipe laying I. not In progress, the open ends of the pipe shall be dosed with temporary watertight plugs. If water Is In the trench when work 1e resumed, the plug shall not be removed until all danger of water entering the pipe le eliminated. 3.04 GRAVITY SEWER PIPE TESTING A. The Contractor shall provide all necessary equipment and Instrumentation required for proper completion of the flushing and testing. Duality of water, teat procedures, and method of dlapesal of water shall be approved by the Engineer. Prim to testing, flush with water to remove construction debris. B. All tests shall be made In the presence of the Engineer. Preliminary tots made by the Contractor without being observed by the Engineer will not be accepted. The Engineer will be notified at least eight hours before any work Ia to be inspected or tested. C. The maximum sewer length to be tested at one time shall be that length between any two manhole.. D. Air Toting: Low procure air teating Mall be conducted In accordance with the following procedures: 1. Each and of the test sectian shall be plugged, capped and braced. Necessary safety precautions shall be taken to prevent blowouts and possible Injury ' PLANS PREPARED BY: 2. An air hose shall be connected to a ,pped plug used for o an air Inlet The hove will be cnnected to the air cantrol equipment, whits shall Include valves and f pressure gauges. These Mall allow air to enter the sewer test line, monitor air pressure In the sewer, shut off air, and provide pressure reduction and relief. The monitoring pressure gauge shall have a range of 0-ID psi with divisions of 0.10 pal and accuracy of 0.05 pal*. 3. The air compressor and air supply shall be connected to CIVIL ENGINEERING ASSOCIATES. INC. the teat line and the test sectlon filled slowly, until a constant pressure of 4.0 paig Is maintained. P.O. BOX465 SHELBURNE, VT 05182 4. A pressure above 3.0 psig shall be maintained far at eca-aes.Yaza FAX 807a 2271 sees: w.w.<w .2can least flue minutes to allow the temperature to atablihe. A check for teak. shall be made and if any are found, the pressure shall be released and the A►iLIED ICOLOGICAL CONSULTANTS fltting replaced err repaired. 5. After the stabilization period, the pressure Mall be adjusted to 3.5 palg and the air supply disconnected. 6. Measure and record the time interval for the teat line a.atta pressure to drop from 3.5 pslg to 2.5 p.lg. ACL T If the groundwater table is above the pipe. Increase above test pressures 0.5 psig for each foot the i�c® groundwater Is above the invert of the pipe. 8. The requirem art. of this speclflcotkm shall be DSM caneldered setiefled H the time required In seconds for the pressure to decrease from 3.5 to 2.5 pal greater "P.oPm than the average back pressure of any groundwater that DSM may submerge the pipe 1. not less than that computed according to the following table: APPLICANT: Minimum Teat Time for Various Pipe Slzo Diameter (Inchee) Time (Sec./100 Ft.) SOUTH VILLAGE 6 18 B 75 iD 90 COMMUNITIES, LLC. 12 110 Minimum Teat Period 1 minute PROJECT CONSULTANTS: LAND L/SEPLrWNER/ARCH/IECT LOONEY RICKS KISS NASHVN-LE, TN = EAARNEER CIVIL ENGINEERING ASSOCIATES SHELBURNE, Vr 7R4FM EAGNEER TND ENGINEERING OSS/PEE, NH LAAMG4PE ARCh91EDT LAND -WORKS MIDDLEBURY, VT PROJECT TITTLE: SOUTH `%ILLAGE Sou ih Burl in I Inn, Vr rmoar SPEAR STREET AND ALLEN ROAD SOUTH BURLINGTON, VT I an I ® I travrMON I SPECIFICATIONS 1 cA hU.iNG Nll.eea MAY, 2008 �r AS SHOWN C-13.10 PROI. No. 01243 r O,� o southburlington PLANNING & ZONING January 15, 2009 Joe Segale, PE South Village Communities, LLC 70 South Winooski Avenue Burlington, VT 05401 Re: Expiration of Approval #SP-08-54 — Gazebo Dar Mr. Segale: A review of our records indicate that site plan approval the Development Review Board has expired. Thipra#SP-08-54 issued on 7/15/08 by pdue to the obtain a zoning permit for the proposed gazebo structure vwithinn sixd(6) months offailure to date of the decision as required by condition #4 of said approval. Should you wish to proceed with this project, please submit a new site plan review application. If the application is submitted within six (6) months of the expiration date, the application may be reviewed administratively. Sincer ;R�a and J. BOair-tl Administrative Officer 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com rr wa0Rs % southburlington PLANNING & ZONING November 25, 2008 Joe Segale, P.E. South Village Communities, LLC 70 South Winooski Avenue Burlington, VT 05401 Re: Expiration of Approvals #SD-08-25, #SP-08-34, & #SP-08-35 Dear Mr. Segale: A review of our records indicate that several of your recent approvals have expired. The following is a list of the approvals and the reasons they expired.- 1 - #SD-08-25 required that the final plat plan be recorded in the South Burlington Land Records within 180 days of the approval which was November 18, 2008. Failure to record the plan within that time frame renders the approval null and void. 2. #SP-08-34 & #SP-08-35 required that a zoning permit be obtain within six (6) months from the date of approval for the construction of the building approved as part of each decision. The six (6) month permit requirement expired on 11/20/08 and since no permit was issued for these buildings, the approvals have become null and void. Please feel free to apply for re -approval at any time. Sinc ay n . Belair Administrative Officer 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com c5outh`Jillage RECONNECT October 24, 2008 Mr. Ray Belair, Zoning Administrator City of South Burlington 575 Dorset Street South Burlington, VT 05403 Re: South Village Communities, LLC — 64 Aiken Street Site Plan Application #SP-08-34 Dear Ray: Please find attached an application for an administrative amendment to the above referenced site plan permit. The approved site plan includes a 12 unit condominium building on Lot 4A. The proposed change consists of adding a den and increasing the size of the deck for all six units on the east side of the building. This change results in a small increase in the building's footprint and impervious surface on the site. There are no other material changes or impacts resulting from the proposed floor plan change. Please contact me with any questions or comments at 863-8323. Sincerely, 99V ----i Joe Segale, P.E. Project Manager Attachments: Application for Site Plan Review and Application Fee ($86.00) One full size set and three 11"x17" set of site plans C-13.1, C-13.2, C-13.3 and C-13.4 by CEA, dated 10-22-2008. PAU L FRANK COLLINS P.C. September 25, 2008 Ms. Donna Kinville, City Clerk City of South Burlington 575 Dorset Street South Burlington, VT 05403 Santo Longo (CT, MA) Direct Dial: 802.860.4151 slongo@PFC/aw.com Re: South Village Communities, LLC — Notice of Conditions of Subdivision Approval Dear Ms. Kinville: I enclose for recording South Village Communities, LLC's Notice of Conditions of Subdivision Approval for the property known as "South Village" dated September 23, 2008, together with our check in the sum of $16 to record this document. Please return the recorded document to me in the stamped, self-addressed envelope which I have also enclosed. Please feel free to contact me if you have any questions. Sincerely, PAUL FRANK + COLLINS P.C. Santo Longo SL:mdf Enclosures 666569 vl:8346-00006 ATTORNEYS AT LAW I www.PFC/aw.com One Church Street P.O. Box 1307 Burlington, VT 05402-1307 phone 802.658.2311 fax 802.658.0042 A Member of TerraLex@ The Worldwide Network of Independent Law Firms r } 00000034 V : 826 PG: 209 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 collectively "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; WHEREAS, Owners obtained approval from the South Burlington Development Review Board for a subdivision consisting of a lot that includes area labeled as Lot 10, as shown on a ovq/ plan entitled "Platof Survey -3*vvio — Lot 10 Townhouses South Village Communities, LLC 130 Allen Road East, South Burlington, Vermont" dated July 17, 2008, prepared by Civil Engineering Associates, Inc. (the "Plat" herein) and to be recorded as Map Slide S -3 1 of the City of South Burlington Land Records ("Property" herein) by a Decision of the Development Review Board dated September 2, 2008 (the "Decision" herein); 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: 1. All previous approvals and stipulations shall remain in full effect except as amended by the Decision. CITY CLERK'S OFFICE Received Sea 25►2008 01:30P Recorded in VOL: 826 P6: 2139 A)o OF So. Burlington Land Records Atte3�st a Gonna Kinville City Cler4 0000 034 V o 826 P'G : 210 2. For zoning and subdividing purposes the envelope lots (Units 10.1, 10.2 & 10.3) will be considered one (1) lot (e.g. coverage and setback requirements). 3. 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. 4. This Notice of Conditions shall be binding upon the owners and the owners' successors and assigns. Dated at UURLIA167- 1l , Vermont, this rel day of September, 2008. STATE OF VERMONT COUNTY OF CN I rN� AjDed SOUTH VILLAGE COMMUNITIES, LLC By: Duly authorized agent ss. At &9L1nJe-%-r0nl , on this ,Z3rd day of 3EPrE-W6S , 2008, 2-400 xHry'tC , duly authorized agent for -i11H l•Ic .4e j' e'oyria VjF1er uc , personally appeared, 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, lla4 A,2,r— Notary Public My Commission Expires 02/10/11 SOUTH VILLAGE ABUTTER LIST - UPDATED 10/24/08 Updated at South Burlington Town Clerks Office by consulting Grand List dated June, 2008, Sales Report Transaction book as of Sept. 2008, and Day Book thru October 8, 2008. By: Michelle Holgate 0918/09L90A.I8ny oane olggEdwoa ww L9 x ww gZ aewiol ap ananblli 09 , )g®tia^V palm alglledwoa .8/g Z x «6 azls lapel Scott J. Michaud =S-3-401S Dorset Farms Master Assoc. Maureen O'Brien c/o Property Mgt. Associates 192 Catkin Drive P.O. Box 1201 So. Burlington, VT 05403 Williston, VT 05495 Mark & Deborah Fay Susan C. Bliss 188 Catkin Drive 197 Catkin Drive So. Burlington, VT 05403 So. Burlington, VT 05403 Brian & Carolyn Terhune Stanley & Carolyn Pallutto 35 Floral Street 33 Floral Street So. Burlington, VT 05403 So. Burlington, VT 05403 Anthony & Nancy Bianchi Robert P. James 29 Floral Street 79 Bower Street So. Burlington, VT 05403 So. Burlington, VT 05403 Pasquale & Deborah Distefano Donald & Lisa Anqwin 75 Bower Street 73 Bower Street So. Burlington, VT 05403 So. Burlington, VT 05403 Peter and Gayle Conklin 67 Bower Street Brian &Christine Sowle 50 Cabot Court So. Burlington, VT 05403 So. Burlington, VT 05403 Zinaida & Vazgen Aydinyan Philip & Darcy Carter 185 Catkin Drive 187 Catkin Drive So. Burlington, VT 05403 So. Burlington, VT 05403 John & Ritika Paul Dirk and Deborah Marek 191 Catkin Drive 193 Catkin Drive So. Burlington, VT 05403 So. Burlington, VT 05403 Jason & Jennifer McGahey 190 Catkin Drive So. Burlington, VT 05403 Matthew & Beverly Broomhall 37 Floral Street So. Burlington, VT 05403 Michael & Mary Eliz.Bouvier 31 Floral Street So. Burlington, VT 05403 James & Karen Larrow 77 Bower Street So. Burlington, VT 05403 Mitchel Cypes & Lynan Moy 74 Bower Street So. Burlington, VT 05403 Dan and Marquerite Wetzel 183 Catkin Drive So. Burlington, VT 05403 Brigette & Richard White 189 Catkin Drive So. Burlington, VT 05403 Bhagwat & Gita Mangla 195 Catkin Drive So. Burlington, VT 05403 label size 1" x 2 5/8" compatible with Avery 05160/8160 etiquette de format 25 mm x 67 mm compatible avec Avery6516018160 09 Lg109 LgA9AV oaAe elgl;edwoo ww 19 x ww 5Z jBwjo; ep ettenb0� 091 , L90 NaAV g8M elgl;edwoa ,,8/g Z x „L azls legel M 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 (reL2003 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 1803 Spear Street So. Burlington, VT 05403 Donald & Lynn 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 William & Gail Lang 1675 Dorset Street So. Burlington, VT 05403 Janet Farina 1807 Spear Street So. Burlington, VT 05403 Ayse Floyd 1813 Spear Street So. Burlington, VT 05403 Patricia Calkins 1835 Spear Street So. Burlington, VT 05403 Barbara Lande 1865 Spear Street So. Burlington, VT 05403 James & Paula Carroll (ref.1975 Spear St.) 155 Chesapeak Drive Shelburne, VT 05482 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 ®label size 1 x 2 5/8 compatible with Avery 5160/8160 ' etiquette de format 25 mm x 67 mm compatible avec Avery0516018160 I U ilr 1 IL 1 , f RAPHIC SV:ALE II I1 1 II I I imb jto LOt 4 AR4A - 1105 ACC. �Q7 I I ' N ' V SOI�THEAT OI�ADRA�VT ll ..jl::� lit PARKING SPACES 5' I 1 , I I I IF >; �� I HANDICAP SPADES - , I1 I , �PSTE� It I DUL06ATI 1 1 \ i E LACT ID 56 PROVIDED I -�--=-=--=#-=--- �'D 3 PROVIDE I ' W =S I1� GARAGE I W { } ALA' EXT�RIOR LIG T ARE PUILDINP MOYNTED` I B CYCLE iACI OROAPED I lit ' G'ARAG� LEVEL' II I/ 1 tf 00 1 , 1 \, 1 Lo ,11 I lit' I I 1 I I t i \ \\ 6' WIDE CONCRETE ' - I \ \ 1 t SOEWALK 5' NNDE CONCRETE Irll , SIDEWALK; 00 #}T A' r l 1 I It i ' I CO hJ 1} CO CURRENT' CLEARING t6Lu 1 it I r l i i LIMITS 1 r I EXISTING I j� i If �OODED ARO i it l i I 1 6' WIDE CONCRETE r itI I 1 1 1 SIDEWAIL at } / DUMPSTER 3{ I t 0) 1 LOCATED INSIDE I PARKINGIHALL BE / a� 1 I 'I 0 i 11 GARAGE (TYP.1 a/ i I 1 I \ \ I 1 I col I \ 1_ ___ _____ ____ _____ _ I I E ROCK ) WITH -ATOP N I --------------- t r r t I �( RETAINING WALL - -II ROCK �R A 1 WITH 6' H H I I ATO AL It+ I 50 000 6' WIDE` 304{00 __ - TAT r. .. �.. IA: � - ' L PIANO PREPAM BY: / I/ I I I CIVIL ENGINEERING ASSOCIATES. INC. ist I �rr I AM DW 37 A dgwm DW SOUTH VILLAGE COMMUNITIES, LLC. - - PROTECT OONEQLTAN' . CON+�� — K - - -f n r _ - - LAND USEPLANNER/ARCHITECT LOONEY RICKS KISS 1 NASHVILLE, TN I I; 11 I Cl41. ENOINFER I' I I 1 CIVIL ENGINEERING ASSOCIATES I I,; SHELBURNE, VT ' \ '3 t TRAFFIC ENGINEER TND ENGINEERING OSSIPEE, NH I t 1 I LANDSCAPE ARCHITECT LAND -WORKS FUT RE it MILXILEBURY, VT �\ DUP '\ PROJECT • ITIM SOUT I VILLAGE "(h v. ------iJI t- _- - ' SPEAR STREET AND ALLEN ROAD 1I VAN ACCESS16LE 1 HANDICAP SPACE ---- I SOUTH BURLINGTON, VT - "ADA "SIGN (o 2 LEGEND (TYP.) BUILDING L4 NG E— CAP (TYP•) WATER SHUT-OFF ------4"1 ir`-�- - � HYDRANT --- i I 1 I ® GATE VALVE I Mi I —G— GAS —W— WATER —SS— SANITARY SEWER / FU RE I I -•-ST-•- STORM DRAINAGE DU LEX I f —UD— U+&ERDRAIN —E — ELECTRICAL I 1 ran ® aeaor Iltiy, i 'I w-u o�I•a WASTO / I LOT mot ---_- IMPROVEMENTS _-I ` 31 1 ` 0 �� , � PLAN - ------- --I ,; - w C-13.1 0243 ii ii � I � 111 I 1 1 11 I I' II 'f I II ,, 11 If � I I I I I I 11 I it 1 1 i ii I I j I I fill I I I I I 1 1 I rl I I I rl I / I I / I 1 / , f � / I I l 111 I % II j 1J II I l:t 11 I III I llI I llll � 1 II I \ 1 \ 111 1 1 \ I 1 \ 11 I I it I 1 ll I M1 1 it I f N i I 1 II I 1 I u1 � a I I N I 1 I 1 j I I 1 I , ill I r 1 I , 1 r 1 I \ I \ I \ I I 1 \\ I 1 r I 1 I I 1 I \ pJ 1 1 \ I \ I 1 \ \ \ \ 1 ' 1 1 1 \ l I I I - I 1 \ 1 1 1 1 I I I I I I I I I I 1 I I I I 1 / / / / 00 tLc) I 1 1 I 1 1 1 \ 1 1 I I I / I I I I I- ?RAPHIC I I \ \ (INFMII \ \ 1 \ 1—h - go eL I \12" HDPE ` I I 1 I \ `W/FES 1 j INV.=364.8 I I I I 1 I i I I ' 1 , 1 I 1 t 1 \ I 11 1 1 , I I I , 6' WIDE CONCRETE v vv 1 SI EWALK \ \\\ YARD MAIN \\ \\ RIM=3731 \\ \\\ INV.=370. I1 x 7$ f 0 (TIE TO FDk DR ) 1 1 \\I 5' M\ DE CONCRETE 3 4 C� SIDEWALK; k 7A 00 / , I / D CURRENTi CLEARING / (0 I LIMITS 1 I I 0) I I 3 ^, EXISTING t I ^ I_ WOODED ARgA I / i WIDE ONCR E t SIDEWAIL Il _ 1 CT� 111 \\\DUMPSTER \HALL BEI 1 0 , LOCATED INSIDE IPARKINGI GARA4E (TYP.1 \ '\ 12'1 HDPE 1 \\ INVi=366.5 i ,nl 372.0 \ \ 1 co 1 \ \ \ 1 10 ROCK I WITH ATOP i r r E �f } 1 RETAII�NG WALL 1 h ROCK R II0 WITH 6' H ! •rIp Cif 1 INV. OUT GARAGE 87s.8 R, �III�• r �mP • I�M, • II, PLANS PREPARED BY: FF i • / I I 3707 I CIVIL ENGINEERING ASSOCIATES INC, C„ l. N. 1 c.nm i ACL DGM WHOM 3 5 � V.$ff N IN APPLICANT: i1+3 $7 SOUTH VILLAGE p rlv�G�. L. COMMUNITIES, LLC. G_ - L_-• - ,-, PROJECT CONpDLTANTE: / LAND USEPIANNER/ARCHOECT I 1 I LOONEY RICKS KISS NASHVILLE, TN , 1 ' 1 CIVIL ENGINEER I CIVIL ENGINEERING ASSOCIATES 1 I '1 I SHELBURNE, VT MH 2 — STA 1 M =3 75.4 TRAFFIC ENGINEER ` 1 —367.6 `\ IND ENGINEERING I 0() - 367. OSSIPEE, NH 1 I 1 I LANDSCAPE ARCHITECT \ LAND -WORKS I \ I I MIDDLEBURY, VT 11 11 PROJECT TITLE: I SOUTH VILLAGE SPEAR STREET AND ALLEN ROAD SOUTH BURLINGTON, VT LEGEND E— CAP WATER SHUT-OFF I / HYDRANT \ ® GATE VALVE —G— GAS / —W— WATER —SS— SANITARY SEWER 1 —•-ST-•- STORM DRAINAGE —UD— UidDERDRAIN 51 - —E — ELECTRICAL ! I M=371, 1 I 1 I IN 6 s-a ae osw/ia 1 INV. OU =3� „o�� • / CB 5 — T T RIM=3 / .1 INV. OUT= 7. LOT 4 SITE GRADING PLAN 20M 51 `\ r - 2o' C-13.2 1 370.9 1 \ INV. =3 6.• nw \ INV. UT= 6 Y BL CK RETAI r I (R I ROCK EQ�IAL) WITH49i' S" PVC \ \y\ r FEMCE ATOP 536\' 3 PHASE\1/0 15KV' 1\ / j IPN K30.3 TR,ANFORMER VAULT: / 1 i I t 111 '1 1 II v 1 1 I c) 6' WIDE CONCRETE S�EWALK 1 i/ L MI It: A IM 3_"$ / j + ! V. IN {$ ix+ 136E_5 Lo !V ,l 5 - (D jl I! 1! C4 ;! co i 1� Z¢ < ! i CV 2 w ! t7 I E � 3 ! \ 1 \ Z i \ i 6" WA L- 0)C� 11iI' II 1 \\ \I \\ \\ 0 • - 7 5' WIDE CONCRETE ;+ \t 1 _- SIDEWALK; >•� _- t ;__ / I 455' 3" II I• 1 / r , I 1 1 i 485' 1 KV CURRENT CLEARING L 3 MCO I LIMITS 1f F I 1 ' J 1' 1241` 6 g W I I r 11 I I I p •I I ,,�I I ,��1 EXISTING I i �I I i li ri I ^ WOODED ARO i I I I 6' WIDE CONCRETE SIDEWAIt 1 i Ili 1 _ i I I I 1 I 1 \ \DUMPSTER HALL B I I I 0 1 LOCATED INSIDE I PARKING I 11 \\ GA"E (TYP.J F / �• I I i263' 3i' VC 1293' 1l 154. i \\ I - \ '.- ---� 1 Loq RETAI I NG WALL ` \ \ \ 1 \ \ I EDII ROCK OR A ! QUA[) WITH 6H H 1 \\ \\ \ 1 1 \ \ I C AT AL \ / I r% FF 3B0 I .B 1 3"7 11 1 I I I I I �D ,S% - I 6' E CON ETE - SID ALK / 4p SMH / STA. 60 +2 RIM= 80.0 INV. �IV (8"N)= 36 3 INV )= 3653y 5 ' UT ( •S) IRE 0.0 �j ' DU LEX o 4Y STA. 602+ 1. G ER �\ .-366. \ \ _ — 31+0 PL►NS PIWABID BY: I f CIYIL ENGINEERING ASSOCIATES. INC mum II ACL �DW Dw SOUTH VILLAGE COMMUNITIES, LLC. v .......... — — PA07BCf eoNevL7ANY8: LAND USE PL VNER/ARCH/7EC7 LOONEY RICKS KISS NASHVILLE, TN I; CIVIL ENGINEER CIVIL ENGINEERING ASSOCIATES `' • • SHELBURNE, VT 1, II I I TRAFFIC ENGINEER \ TND ENGINEERING \I I • OSSIPEE. NH LANDSCAPE ARCH/7FCT ;l \ LAND -WORKS \ MIDDLEBURY, VT 1' n 316' 3" C P.-Em i 34' 1/0 15K SOUTH VILLAGE _ � � rh tlurlin rov V.rnovi T�✓� SPEAR STREET AND ALLEN ROAD SOUTH BURLINGTON, VT LEGEND E— CAP WATER SHUT-OFF -I HYDRANT ® GATE VALVE '"'o i —G— GAS A —W— WATER —SS— SANITARY SEWER I-•-ST-•- STORM DRAINAGE —UD— UNDERDRAIN 1 —E — ELECTRICAL I f 1• � ® ssnmatl I1� s-u sstl/ea �o-n osY/rx. 00 - 3' PVG i `•� 65t�3 OMCM 3" PVE 350M CIS! CONSTRUCTION UTILITY PLAN LOT 4 mwma mar. APFNL, 22ON -- --- wm `. 50Mc r - 20' C-13.3 I � smy. mw olm t± CAW I i. W-i 16 .. .01 M '� � II�IIIIIIIIIi�� to _.-.qrcs._- rr ,REW HIS@ �.� 14 southburlington qzy PLANNING & ZONING October 27, 2008 Joe Segale South Village Communities, LLC/Retrovest 70 South Winooski Avenue Burlington, VT 05401 Re: Site Plan Application #SP-08-103, 64 Aiken Street Dear Mr. Segale: Enclosed, please find a copy of the Findings of Fact and Decision rendered by the Administrative Officer on October 27, 2008. Please note the conditions of a roval includingthat a zonin er'it must be obtained within six 6 months. If you have any questions, please contact me. Sincerely, Betsy McDonough Brown Planning & Zoning Assistant Encl. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com Site Plan Application l I Permit Number SP-5.-.) C�5 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 #): SoJ �k 11: I/f7?ayn Go.".411.).11i -J(712A _ LLG G/O t1De Seon. /o 2. LOCATION OF LAST RECORDED DEED (Book and page #): 4 5,t - ly 5-5 3. APPLICANT (Name, mailing address, phone and fax #): 4. CONTACT PERSON (person who will receive all correspondence from Staff. Include name, address, phone & fax #): a. Contact e-mail address: 59fig �� G rle ' V10 Gvvt2 5. PROJECT STREET ADDRESS: &!' Ari 6. TAX PARCEL ID # (can be obtained at Assessor's Office): 7. PROJECT DESCRIPTION a. General project description (explain what you want approval for): Site Plan Application b. Existing Uses on Property (including description and size of each separate use): ooe- Fc>r-r"er- rIC-'0 rcri'-' c. Proposed Uses on property (include description and size of each new use and existing uses to remain): G'j i I.C(r vi d. Total building square footage on property (proposed buildings and existing buildings to remain): I,7) 56r_.,;-> s� C e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine): 3 :Fj O/L,s Uadar-ctroL40d _34 f. Number of residential units (if applicable, new units and existing units to remain): 1,,?_ g. Number of employees & company vehicles (existing and proposed, note office versus non - office employees): 0 � e h. Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): yA,2�!! 8. LOT COVERAGE Total Parcel Size: 2314 O9e Sq. Ft. a. Building: Existing 3,p, I % / Z 1116 51?- Ca - 3 9 Proposed_ % l a, /zz �,.-5 sq. b. Overall impervious coverage (building, parking, outside storage, etc) Existing2,U, O % / &, I&I sq. ft. -<-- ,,s en,F proJeEi T-I 5-P-ar -3 Proposed I-/, 3 % l 14.4 U _sq. ft. <—. 4---s -Frr-,. f, c. Front yard (along each street) Existing 6 % / p sq. ft. Proposed W % sq. ft. 2 Site Plan Application d. Total area to be disturbed during construction (sq. ft.) a 3, C>0 4 o ja A-c. 3� * 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): $ b. Landscaping: $ 1GJ �8y c. Other site improvements (please list with cost): 10. ESTIMATED TRAFFIC a. Average daily traffic for entire property (in and out): a b. A.M. Peak hour for entire property (in and out): c. P.M. Peak hour for entire property (In and out): �! 11. PEAK HOURS OF OPERATION: tS -GJ •-.7 12. PEAK DAYS OF OPERATION: 13. ESTIMATED PROJECT COMPLETION DATE: 0 Ae o�yc5�j 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) See G 1 i 5 -4 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). Site Plan Application 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. S(GNATURj F �AP P L I �CA N �T�� RE 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 ❑ of Plann n PRINT NAME WAdministrative Officer ing or Designee MIP11404) 5 South Village Lot 4 Site Development Costs April 28, 2008 Item Qty Unit Cost Unit Total Pavement 16,300 SF x $3.50 SF = $57,050 Sidewalk 1,500 SF x $1.20 SF = $1,800 Retaining Wall 1,564 SF x $60 SF = $93,840 Sewer Service 20 LF x $60 LF = $1,200 Water Service 20 LF x $60 LF = $1,200 Elec/Comm Line 220 LF x $60 SF = $13,200 EPSC 1 LS x $5,000 LS = $5,000 15" Drain Line 275 LF x $30 SF = $8,250 12" Drain Line 320 LF x $30 SF = $9,600 15" FES 2 EA x $300 EA = $600 Catch Basin 2 EA x $3,000 SF = $6,000 Yard Drain 5 EA x $1,000 SF $5,000 $202,740 �O 1 2K'acl:>.2; If?- 0 � -hose C44, 4 101) 3,20 Gl re, Gc 4r- � �u4e-J +,, LO—r k I \ I L �RAPHIC GALE BL�,CK RETAIN L , TGA DI ROCK APPRO 6 IGH YAL) WITH 6 TOP IN Fm NIII18 B-551 fT, !�t �At LOt 4 AR4A = lb5 Ad. -------- a I N3 SOOTHEAT OUADRANT I ACT -- -'j- -------- ------ ------- ------- ------------ ----- --- vT PARKING SPACES"'K 5' E D 56 PROVIDE ---------- JZ --- 1'I`HANDICAP SPADES t O'D 3 PROVIDED i a: DU�PSTEW L06ATI I SID� GARAGE c'jI Lu ARE 8UILDINP MOYNTED-1 C4 AL' EXT�RIOR LIG T ------- co co BYCYCLE*ACK E� PROVIDED I J till /I ------ A Z CMAG� LEVEL 00 T) 1 ti 5 1till k kt cq it Ad A 6' WIDE CONCRET SI�EWALK N q o" --------- - ----- ------------- I 1\I i 5' M\,DE CONCRETE ! SIDEWALK7 --- ---------- ------ - --------- ------------ co CURRENT: CLEARING 16 (D - -_- - - _-_ - --- - - - - - - - - - - - - - - - - - - - - I it (o LIMITS Lu It 2 H TH' h` 11 EXISTING I it If I I��DODED ARO it I 6' WIDE CONCREf SIDEWAL tt� DUMPSTER HALL BEt LOCATED INSIDEiPARKIN0 GA"E (TYP.1 ---------- �::-: - --------- 4 51 ------ - C61 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- --------- -------- N H- ------------- ---- --------- --------------------- -4- - - - - --------- -- ------------- -2 12 ar LOCf RETAINING WALL - EDIT ROCK j QUA WITH 6' H H NCP ATO / F — - - PLANS PREPARESBY: T iA V=F 380. II 1 BASEMENT 370.7 1 CIVIL ENG1,14EEKING. ASSOCIATES. INC. 01 let 0 0 IA 1 ACL CD DSM GARAGE 37 JIS app� 37&6 DSM L SOUTH VILLAGE 4- 0 COMMUNITIES, LLC. 50 j00 PROJECT CONRULTAN": 6' IDE CO ET x SIDEWALK LAND USE PLAAWERIARCH17ECT LOONEY RICKS KISS 0" NASHVILLE, TN ,e, + CIVX ENGINEER CIVIL ENGINEERING ASSOCIATES SHELBURNE, VT z TRAFFIC ENGINEER TND ENGINEERING .6 OSSIPEE, NH LANDSCAPE ARCA#TFCT LAND -WORKS MIDDLEBURY, VT FUT R' DUP DI PROJECT TITLE: L ISOUTH VILLAGE J� SPEAR STREET AND VAN ACCESS16LE ALLEN ROAD HANDICAP SPACE ------- SOUTH BURLINGTON, VT ltDA T LEGEND_ LO (TYP) --- 20 i BUILDING LININGE--CAP (TYP.) WATER SHUT-OFF 6, WI�E CON ETE HYDRANT SID GATE VALVE L —G— GAS WATER —SS— SANITARY SEWER FUT RE I-•-ST--- STORM DRAINAGE DU LP( —UD-- U+iflERDRAIN C) —E ELECTRICAL + /AIL aurasT 10-M� M/ADL 40 LOT 4 L IMPROVEMENTS 31+ PLAN 30100 APRIL, 2008 - --------- ---- -- r - 20' —13.1 r pm. so, C ;2 1 � RAPHIC ,9�ALE 12" HOPE W/FES INV.=364.8 I I I 1 / 1 I ' 1 1 1 \ I 1 1 1 1 I � 1 1 \ I \ \\ 1 I \ 1 1 I \ 1 I 1 �\ ll 6' WIDE NCRET C NCRETE CONCRETSIDEWALK \\ \ \\\ YARD bRAIN , \ \ RIM=373`� I INV.=370.0. (TIE TO FDk DR ) \\ \\ 3 4. 5' PNDE CONCRETE SIDEWALK, ' I co CURRENT CLEARING r N,\C.)� LIMITS / ^, EXISTING t I cv WOODED ARgA i I II 1 6' WIDE CONCRETE I SIDEWAL \DUMPSTER HALL BE' 1 LOCATED INSIDE PARKING I I 1 Q \ GARAf E (TYP.1 I I 1 I � \ 1 I I I 1= I I 1 \ 12'\ NUPE I `\ \\ W/�ES ti \ \Af INV)=366.5 I I \ 1 \ 1 I I d i _372 p \ \ \ \ I I 1 , ' M 1 km BLOCK RETAIN ALL (R I ROCK OF APPROVE EQYIAL) WITH f IGH FENCE ATOP W 1- - - x T 378.q-\ VP1Zf �i CP 3NV.-IN00 I, a .:�*��Jl�li►�17�.�111 INV - �. ;, �►CIVIL ENGINIFFAING ASSOCIATE! INC. SOUTH VILLAGE O• _ n TND E N — —, — — _— _ PROJECT OONOrLTANTE: j I LAND USE PLANNER/ARCHTECT LOONEY RICKS KISS I 1 I NASHVILL.E, TN ,\ I CML ENGINEER I CIVIL ENGINEERING ASSOCIATES \ 1 '% SHELBURNE, VT \\ � MH 2 -•- STA \ 79.3 1i I M =3 75.4 TRAFFIC ENGINEER \ I -367 6 - \ B 1 NGI EERING N 7ps \ I CB 1� 04+ 1.; l)I, - 367, OSSIPEE, NH 6\ - RIM =876.8 I LANDSCAPE ARCHTECT I IN= 37 .3 1 I LAND -WORKS i',V. UT=3 .2 \ I MIDDLEBURY,,VT \ FUT RE \ `\ DUP 1 ST� 604 . , 1, PROJECT TITLE: J I INV. 0 TSOUTH VILLAGE = _ �.5 j RETAINING WALL ,I I ROCK C R WITH li' GH ATO ' \ Ill .Yi i SPEAR STREET AND j 'INV =37ALLENROAD f SOUTH BURLINGTON, VT BUR i / LEGEND LI�'lN F CAP WATER SHUT-OFF HYDRANT �I ® GATE VALVE —G— GAS I —W— WATER —SS— SANITARY SEWER FUT RE I -•-ST-•- STORM DRAINAGE DU LEX —UD— • U+6ERDRAIN I I B 51 - —E — ELECTRICAL I I R M=371 . 1 I . IN-. 6-, u E uxi nnRrc .Ro INV. OU =3raa s-rs-au osy/.an us./AM FDOPAe r , CB 5 - T I RIM=3 Al INV, OUT= LOT 4 SITE GRADING 31+0 \ PLAN — - APFR , 2008 \ 1 \ 370.9 v-13•2 1 \ INV. =3 6. 1 \ INV. UT= 6 01243 I lit !j III ?RAPHIC SILALE TV 49�' SE\1/0 lt:K 5" PVC I II 53�' 3 PHA Vi 7777 K30.3 TF�,AN FORM E5/VAULT ry -A �z I lit t It c) I If tj t t 6' WIDE CONCRETE SOEWALK 5' WIDE CONCRETE SIDEWALK 1 455' 3" 485' 1 KV -Zcc "z4CURRENT. 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COMMUNITIES, LLC. 0 3 PROJECT CONSULTAN": LAND USEPLANNERIARCHfIECr LOONEY RICKS KISS NASHVILLE, TN cmL ENGINEER CIVIL ENGINEERING ASSOCIATES SHELBURNE, VT 7RAFFIC ENGINEER It TND ENGINEERING OSSIPEE, NH LANDSCAPE ARCHITECT LAND -WORKS MIDDLEBURY, VT PROJECT nnk. 316' 3" C 34' 1/0 15K SOUTH \TILLAGE SPEAR STREET AND ALLEN ROAD SOUTH BURLINGTON, VT X LEGEND E-- CAP WATER SHUT-OFF HYDRANT GATE VALVE —G— GAS —W— WATER —SS-- SANITARY SEWER ---ST--- STORM DRAINAGE —UD— L*DERDRAIN .0 II —E ELECTRICAL I II 5-15-M OSM/ACL WYM WAGE LM PM uo Io-D-M M/ACL WO WLIWG ON LQT 42 31 +0p—t 3" pvc li, 350MO '" � CONSTRUCTION UTILITY PLAN LOT 4 APFN_ 2008 50mck r - 20' C-13.3 Fw. NO. otm - ii ii 1 I111 � 1 �I If 1 1 �I N 1 I II rp � 1 I ll I r,I i 1 I I I I I 11�` Ic I I I I III I I I I I I I I !1 1 I I I I � I I � , I It I , �• 1 I, 1 1/ 1 ' 11 I I I I I II� I I 11 I 1 1 ! III I I I ll I I 1 1 I I \ I ITT \\ Il: I 1 „ll II I III r 1 i III I II III lI x � I 1! 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BLOCK RETAINN (R DI ROCK Of EQ�1AL) WITH 6 FEMCE ATOP W .\• �fit31w�71 V/.. V%;r6 N tG Y I I /I F 50 00 co i 6' WIDE !.- SIDEWAL Z r-_ o N J `\\ \. i N T' jr L., i E w z Z . I I� a - • 1 ON IANDICAPSQ�Cf . 1D�4 SIGN/ �I TYP % UILDING/' NGx x I / I ram. • 1 1•s aa� • !C LI: •. 1 ` • i �' •. - • • - _ ■ vet i NONE WOMEN ��- PLANS PREPARED BY: i' II I I II II CIVIL ENGINEERING ASSOCIATES. INC. II ACL D8 A_m�j_ & mm® MM SOUTH VILLAGE COMMUNITIES, LLC. — _ — — PROJECT CONOULTAlift / / LAND USEPLANNER/ARCH/TECT LOONEY RICKS KISS I 1 I 1 I NASHVILLE, TN ' I CML ENGINEER CIVIL ENGINEERING ASSOCIATES ' 1 I SHELBURNE, VT \ 1 I TRAFFIC ENGINEER '1 TND ENGINEERING \ OSSIPEE, NH 1 ' I 1 1 LANDSCAPE ARCHITECT \ LAND -WORKS \ I MIDDLEBURY, VT 11 PROJECT TITLE: 1j I SOUTH `%ILLAGE bo„ih 8,,, 1, ncicn Vi AlNT SPEAR STREET AND ALLEN ROAD SOUTH BURLINGTON, VT LEGEND j E— CAP 4& WATER SHUT-OFF I HYDRANT ® GATE VALVE —G— GAS / / I —W— WATER I� I —SS— SANITARY SEWER 1 -•-ST-•- STORM DRAINAGE I —UD— • U#DERDRAIN —E — ELECTRICAL JIM ® enrol I 1 1 S-IS-01 OSY/ALA Ms p a,G MW Psim I 1 I � I I— -/AM I rll'NG rNO1RWr LOT 4 EPSC PLAN - PLAN df1E myMno"Nit Af i , 200E \ rn' I \ r-20' C-13.4 \ 01243 southb rfiligtim October 9, 2008 Dave Marshall CEA 10 Mansfield View Lane South Burlington, VT 05403 Re: Minutes — #SD-08-43 & #SD-08-44, South Village Dear Dave: For your records, enclosed is a copy of the approved September 2, 2008 Development Review Board meeting minutes. If you have any questions, feel free to contact me. Sincerely, 666A&Vh1"-- Betsy McDonough Brown Planning & Zoning Assistant Encl. 575 Duxsat sttast Sou urkngtoo' VT 05403 to] 802-s4f"C08 tin 50 .5 4.4 01 DEVELOPMENT REVIEW BOAIu, SV 2 SEPTEMBER 2008 6. Site Plan Application #SP-08-70 of Ray Piche to construct a 120'x130' retail auto sales lot, 3090 Williston Road: The applicant noted that they will be taking down 3 buildings on the property and will put in a gravel parking lot where the buildings had been. Mr. Belair asked if members wanted landscaping around the perimeter. The applicant noted there are 3 trees in front. They will only take down shrubbery around the houses. The hedges on the border will remain. Members were OK with that. Mr. Belair reminded the applicant that if they have a dumpster on the site it must be screened and must be shown on the plan. Ms. Quimby moved to approve Site Plan Application #SP-08-70 of Ray Piche subject to the stipulations in the draft motion. Mr. Farley seconded. Motion passed unanimously. �7.) Preliminary Plat Application #SD-08-43 and Final Plat Application #SD-08- 44 of South Village Communities, LLC, 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 13,613 sq. ft. lot (lot #10) developed with a three -unit multi -family dwelling into three lots, 130, 156, 140 Allen Road East: Mr. Marshall noted that the applicant is seeking to avoid future challenges (e.g., decks extending over lines), and is seeking to extend the lines and allow the area along the building to go with the units. In essence, triplex and duplex units would be treated as single family homes. They hope to have a plan based on the as -built condition. Mr. Belair said they have had many requests for this type of configuration in the past. The accommodation is for purposes of ownership only. For Planning and Zoning purposes, staff doesn't recognize that this accommodation exists. It exists only for the transfer of property. The owner will be asked to have a notice in the land records that these "lots" are not recognized as such. Mr. Belair said this has worked well in the past. Mr. Longo said they can draw the lot lines with specificity. He felt the Board could grant what the applicant wanted in the first place and Mr. Belair could be authorize to approve the lot lines where the applicant thought they should be. Mr. Belair said that if the Board is thinking of changing the procedure, this would have to be discussed with the City Attorney who set up the procedure. Ms. LaRose noted that staff recommends against a waiver for future triplex units. Mr. Marshall said he understood that. -3- DEVELOPMENT REVIEW BOAki. 1 2 SEPTEMBER 2008 Ms. Quimby moved to approve Preliminary Plat Application #SD-08-43 and Final Plat Application #SD-08-44 subject to the stipulations in the draft motion. Mr. Farley seconded. Motion passed unanimously. 8. Site Plan Application #SP-08-75 of University Mall, LLC, to amend a previously approved plan for a 705,000 sq. ft. shopping center. The amendment consists of constructing a new pedestrian entrance, 155 Dorset St: Mr. Marshall showed a representation of the new entrance on the south side to accommodate the new IHOP Restaurant. They would dress up the entry with some facade modification. The applicant seeks to relocate a tree on the right side of the entrance and provide new plantings on the other side of the entry. Ms. LaRose noted the stipulations require the applicant to provide a plan with the location of the new tree. Mr. Belair added that the plan will have to be revised to show that the tree is a black locust, not a linden. Mr. Belair explained the coverage issue which dates back to the previous method of calculating coverages. Ms. McIntyre drew attention to the statistics page. She noted they were told this was a pre-existing non -conforming lot and they cannot increase the non- conformity. Mr. Marshall noted this application reduces lot coverage by 36 sq. ft. Ms. Quimby moved to approve Site Plan Application #SP-08-75 of University Mall, LLC, subject to the stipulations in the draft motion. Mr. Farley seconded. Motion passed unanimously. 9. Continued Sketch Plan Application #SD-08-26 of South Burlington Realty Co. for a planned unit development consisting of: 1) razing the existing 1000 sq. ft. building, and 2) constructing a two-story 15,880 sq. ft. mixed use building, 2040 Williston Road: Mr. Belair advised that the applicant had asked for a continuance until 7 October. Ms. Quimby moved to continue Sketch Plan Application #SD-08-26 until 7 October 2008. Mr. Farley seconded. Motion passed unanimously. 10. Continued Preliminary Plat Application #SD-08-76 and SD-08-77 of Chittenden Bank reopening the hearing to amend a previously approved planned unit development of 704,655 sq. ft. GFA shopping complex with 618,846 sq. ft. of GLA. The amendment consists of: 1) razing a 4879 sq. ft. drive -through bank, 2) constructing a 7310 sq. ft. drive -through bank, and 3) installing a 1330 sq. ft. temporary drive -through bank. This hearing is being re -opened to correct errors in the decision dated 12/13/07, 55 & 155 Dorset Street: CAVIL EPIGAINEERING AISOISOCAAHEIS, MCA, 10 Mansfield View Lane South Burlington, VT 05403 September 16, 2008 Mr. Ray Belair City of South Burlington Planning & Zoning Office 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 Lot 10 Subdivision SD-08-43 & 44 Dear Mr. Belair: Please find attached one copy of the recordable mylar and 3 paper copies for signing by the Development Review Board Chair. We understand that this mylar can not be filed until the Notice of Conditions has been approved by the City Attorney. If you should have any questions, please feel free to contact me at 985-2323. Respectful) , David S. Marshall, P. Project Engineer 1501", Attachments: Lot 10 Subdivision Recordable Mylar 3 Paper Copies cc: J. Segale (w/ enclosures) Santo Longo, Esq. (w/ enclosures) CEA File 01243.00 (w/ enclosure) CAILet\01243\Phase Melair Lot 10 Mylar.wpd r .N� '0. �W southburlinoon PLANNING & ZONING September 3, 2008 David Marshall Civil Engineering Associates 10 Mansfield View Lane South Burlington, VT 05403 Re: Preliminary Plat #SD-08-43 & Final Plat #SD-08-44, South Village 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 September 3, 2008 (effective 9/3/08). Please note the conditions of approval, including that the amended final plat plans must be recorded in the land records within 180 days (must be submitted & recorded by Fehrua1y 27 2009) or this approval is null and void. If you have any questions, please contact me. Sincerely, ?�F-N Betsy McDonough Brown Planning & Zoning Assistant Encl. CERTIFIED MAIL RETURN RECEIPT: 7008 0150 0003 6150 6291 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com .. PtANN1F4r nfafttt; September 3, 2008 Michelle Holgate Retrovest 70 South Winooski Ave. South Burlington, VT 05403 Re: Preliminary Plat #SD-08-43 & final plat #SD-08-44, South Village Dear Michelle: Pursuant to 24 VSA 4464(b)(3), enclosed please find a copy of the Development Review Board decision regarding the above referenced matter. You are being provided a copy of this decision because you appeared or were heard at the hearing. If you have any questions, please feel free to contact this office. Sincerely, Betsy McDonough Brown Planning & Zoning Assistant 675 Cn;-:set stru:at South surhnglan, VT 054,D2 lei 8Q2 ��.tfti�- fax 61*..846,4301 wvow,s url,cam PUBLIC HEARING SOUTH BURLINC DEVELOPMENT REVIEW BOARD / Resources, Ill West Street, Essex Junc- tion, Vermont , the site visit will be held at 7:30 AM at the site only if, on or be- fore August 26, 2008, a party notifies the District Commission of an issue or issues requiring the presentation of evidence at a hearing or the commission sets the matter for hearing on its own motion. Any hearing request shall be in writing to the address below, shall state the criteria or subcriteria at issue, why a hearing is required and what additional evidence will be presented at the hearing. Any hearing request by an adjoining property owner or other interested person must include a petition for party status. Prior to submitting a request for a hearing, please contact the district coordinator at the telephone number listed below for more information. Prior to convening a hearing, the District Commission must determine that substantive issues requir- ing a hearing have been raised. Findings of Fact and Conclusions of Law will not be prepared unless the Commission holds a public hearing. Directions to site Route 15 to Mallets Bay Avenue turn right, go mile to Pine Street, Left onto West Street park on cul-de-sac Should a hearing be held on this project and you have a disability for which you are going to need accommodation, please notify us by August 26, 2008. Parties entitled to participate are the Municipality, the Municipal Planning Commission, the Regional Planning Com- mission, adjoining property owners, other interested persons granted party status pursuant to Board Rule 14(A)(6). Non- party participants may also be allowed under Board Rule 14(E). Dated in Essex Junction, Vermont, this lath day of August 2008. By /s/ Peter E. Keibel Peter E. Keibel Natural Resources Board District #4 Coordinator 111 West Street Essex Junction, VT 05452 T/ 802-879-5658 E/ peter.keibel@ancstate.vt.us Charlotte Planning Commission Notice of Public Hearing Pursuant to Title 24 Chapter 117 V.S.A. and the Charlotte Land Use Regulations, the Charlotte Planning Commission will meet on Thursday September 4, 2008 at the Town Hall to hear the following application: 8:00 PM Final Plat Hearing for boundary adjustment and subdivision amendment between Maurice Harvey & Mary Mead and Ann Schofield at 951 and 1331 Roscoe Road Application material can be viewed at the Planning and Zoning Office. Participation in the I -inn is a nroren„icite to the The South Burlington Development Review Board will hold a public hearing at the South Burlington High School, Cafeteria 3, 550 Dorset Street, South Bud- ington, Vermont on Tuesday, September 2, 2008 at 7:30 P.M. to consider the following: 1. Preliminary plat application #SD-08-43 & final plat application #SD-08-44 of South Village Communities, LLC 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 13,613 sq. ft lot (lot #10) developed with a three (3) unit multi- family dwelling into three (3) lots, 130,1 136, 140 Allen Road East. John Dinktage, Chairman South Burlington Development Review Board Copies of the applications are available for public inspection at the South Burl- ington City Hall. August 13, 2008 PUBLIC NOTICE The Annual meeting of the Board of Directors for VERMONT DENTAL CARE PRO- GRAMS will be held on Tuesday September 9, at 5:30 p.m. at the office of Vermont Dental Care at 32 Ma Letts Bay Ave, Win- ooski, Vermont. For further information please call Sandra at 655-2385. STATE OF VERMONT CHITTENDEN COUNTY, SS. CHITTENDEN SUPERIOR COURT DOCKET NO. S0078-07 CnC TD Banknorth, NA, successor in interest to Banknorth, NA, Plaintiff V. Francis P. Wilkins, Penelope L. Wilkins And Occupants residing at 1707 Lake Road, Milton, Vermont, Defendants And GMAC Mortgage, LLC f/k/a GMAC Mortgage Corporation, Plaintiff V. Francis P. Wilkins, Penelope Momaney- Wilkins, Denis Linehan, TD Banknorth, NA, successor in interest to Banknorth, NA And Occupants residing at 1707 Lake Road, Milton, Vermont, Defendants NOTICE OF SALE By virtue and in execution of the Power of Sale contained in a certain mortgage given by GMAC Mortgage. Corporation to Francis P. Wilkins dated August 7, 2003 and recorded in Volume 278, Page 685 of the Land Records of the Town of Milton, of which mortgage the undersigned is the present holder, for breach of the conditions of said mortgage and for the purposes of foreclosing the same will be sold at Public Auction at 3:00 P.M. on September 3, 2008, at 1707 Lake Road, Milton, Vermont all and singular the premises described in said mortgage: To Wit Being all and the same lands and premises conveyed to Frank P. Wilkins and Penelope Momaney-Witkins by Warranty Deed of A. Thibault & Sons, LLC dated January 31, 2001 and of record in Book 215, Page 669 of the said Land records. SEVEN DAYS I a ►► sevendaysvtxom _ Show and tell. �r Open 24/7/36- View and post up to Post & browse ads 6 photos per ad online. � at your convenien STATE OF VERMONT CHITTENDEN COUNTY, SS. CHITTENDEN SUPERIOR COURT DOCKET NO. S0802-07 CnC Deutsche Bank National Trust Company, as Trustee for First Franklin Mortgage Loan Trust 2006-FF16, Asset -Backed Certifi- cates, Series 2006-FF16, Plaintiff V. Gregory L. Enzor, Toni Enzor And Oc- cupants residing at lib Waybury Road, Colchester, Vermont, Defendants NOTICE OF SALE By virtue and in execution of the Power of Sate contained in a certain mortgage given by Nationpoint, a Division of National City Bank to Gregory L. Enzor dated September 22, 2006 and recorded in Volume 569, Page 623 of the Land Re- cords of the Town of Colchester, of which mortgage the undersigned is the present holder, for breach of the conditions of said mortgage and for the purposes of foreclosing the same will be sold at Public Auction at 2:15 P.M. on September 3, 2008, at 116 Waybury Road, Colchester, Vermont all and singular the premises described in said mortgage: To Wit: BEING LOT 50 SITUATED ON THE NORTH- ERLY SIDE OF WAYBURY ROAD, LAUREL HILL NORTH, AS SHOWN ON A PLAN DATED JULY 1967 AND RECORDED IN PLAT BOOK IV AT PAGE 72 OF THE COLCHESTER TOWN LAND RECORDS AND FURTHER DESCRIBED AS FOLLOWS: BEING ALL AND THE SAME LAND AND PREMISES CONVEYED TO LEONARD M. PATTISON AND LINDA M. PATTISON BY WARRANTY DEED OF JOHN S. GRUPP AND MARY ELLEN GRUPP DATED JULY 5, 1988 AND RECORDED IN BOOK 147, PAGES 134-135, OF THE TOWNO F COLCHESTER LAND RECORDS. SAID LOT IS SUBJECT TO AND HAS THE BENEFIT OF RESTRICTIVE COVENANTS AND AGREEMENT RECORDED IN BOOK 15, MISCELLANEOUS, PAGE 191, AS AMENDED IN BOOK 21, MISCELLANEOUS, PAGE 191 AS AMENDED IN BOOK 21, MISCELLANEOUS, PAGE 19 OF SAID LAND RECORDS. Terms of Sale: $10,000.00 to be paid in cash by purchaser 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 sate. The sate is subject to taxes due and owing to the Town of Colchester. Other terms to be announced at the sale or inquire at Lobe & Fortin, 30 Kimball Ave., Ste. 306, South Burlington, VT 05403, 802 660-9000. Deutsche Bank National Trust Company, as Trustee By: Joshua B. Lobe, Esq. Lobe & Fortin, PLC 30 Kimball Ave., Ste. 306 ----------------------- --------------- GRAPHIC DESIGN HEALTH/WELL that's inviting* you Noe cNsnmr,. Wedding invitations GraphicDesign HOME/GARDEN ----- VICTOR C. PAINTING INTERIUP/EXTERIOR:. RESIDENTIAL/SN^ALL COMMERCIAL ATTENTION TO DETAIL -- INSURED -- 802-864-7809 Plana Brothers Painting Residential/Commercial Interior/Exterior ;{ Fully insured Pa ratan Free Estimates 802-881-1480 J Dennis L. Blodgett dated December 18, 2006 and recorded in Volume 770, Page 311 of the Land Records of the Town of South Burlington, of which mortgage the undersigned is the present holder, for breach of the conditions of said mortgage and for the purposes of foreclosing the same will be sold at Public Auction at 1:30 P.M. on September 3, 2008, at 60 Holbrook Road, South Burlington, Vermont all and singular the premises described in said mortgage: To Wit: Being all and the same lands and premises conveyed to Dennis L. Blodgett by War- ranty Deed of Donald A. Grinde, Jr. and Karl J. Winter dated August 28, 2003, of record in Volume 634 at Page 522 of the City of I Classical5-Eler In practice since Dianne G. Mallik FOR NEURO-MUSCULAR •HEADACHE •BA, • SPASTICITY • M! SPECIAL TECHNIQUE R Mortgage were assigned fir Electronic Registration Sys Nominee for Accredited He Inc., to Deutsche Bank Tri Americas formerly known i Company, as Trustee for D by : Saxon Mortgage Servi. Meritech Mortgage Service attorney in fact, by an Ass April 10, 2007 and records 2007, in Volume 583, Pagi the Town of Colchester Lai The undersigned represent holder for breach of the cc said Mortgage and for the foreclosing the same whit at Public Auction at 9:30 the 9th day of September, Te of Cale• tin nnn nn to he nail in e► FOR MIN f� southburlinoon PLANNING & ZONING August 13, 2008 Town Clerk Town of Shelburne PO Box 88 Shelburne, VT 05482 Dear Sir/Madam: Enclosed is a copy of a public hearing notice published in Seven Days. It includes an application for development that abuts the Town of Shelburne. This is being sent to you to make 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 local regulatory proceeding shall consist of offering, through oral or written testimony, a statement of concern related to the subject of the proceeding." If you would like to know more about the proposed development, you may call this office at 846-4106, stop by during regular office hours, or attend the schedule public hearing. Sincerely, Betsy McDonough Planning & Zoning Assistant Encl. cc: Dean Pierce, Town Planner 575 Dorset Street South Burlington, VT 05403 tel 802.846,4106 fax 802.846.4101 www,sburi.com I I j I I I / W J J Q 0 W /. 0 1A,? / L/ 17T ' o I :UJ N � U i o LOT 10A o to' I ---------------- ------------------'----.------------------"-.------J Util. Ease. E3 10 Drain Ease. I E S 003'58" W 110.00 I r — —'-- 10.—.—.—.— � Building Envelope 7/ L\ ---g----------- -------- — ------------------------------ �f--1-F�: I> Util. ase.---� § al w I ; I " UNIT 10.3 Ir0' Land Area 6024 S.F. 9` rn • GI E4 c f -- Q/ Deckto I _d to t a� I h Residence rnt I I l 2 Bay Garage Qa I to Ln � rn i I I I S 02 "17'37" E I cone. cu GRAPHIC SCALE 15 0 a 15 30 60 ( IN FEET ) 1 inch = 15 ft. 112.23' 1 6 UNIT 10.2 l Fo _ Land Area 2706 S.F. Residence 1 Bay Garage S 0!Lan!d 7" E 1 NIT 10.1 Residence 2 Bay Garage Area 4883 S.F. iJ SLADE STREET conc. curb 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. R. Cowan VT LS 597 REFERENCE PLATS: A. "Phase I Subdivision Plat - South Village", prepared by Civil Engineering Associates, Inc., dated July 2004, last revised 3131/2008. 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 10 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. Other property lines, 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 3. Bearings shown are referenced to Grid North, Vermont Coordinate System of 1983, based on the referenced plats. Proposed monumentation to typically consist of 518" rebar or 4" square concrete monuments with aluminum caps embossed "Civil Engineering Assocs. - VT LS 597". 4. Buried utility lines shown are approximate only. Actual locations may vary. 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 3/16/1981. 6. Allen Road East and Slade Street 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. Permitting for the depicted division of Lot 10 was outside of the scope of services for the present survey. No attempt was made by CEA to determine whether or not this division is consistent with slate or local subdivision or zoning regulations. Further state or local permits may be required for the division of Lot 10 into 3 units as shown. EASEMENT NOTES: E 1 The southwesterly and northwesterly corners of Lot 10 are subject to "Corner Site Triangular Restrictive Areas" as depicted on this plan and Reference Plat A. The southeasterly comer of Lot 10 is subject to a segment of a stormwater drainage easement as depicted on this plan and Reference Plat A. Subject property is both subject to and benefitted by easements for buried electrical and telecommunications Olines and appurtenances. Easements conveyed to Green Mountain Power Corporation (GMP) and Vedzon New E3 England, Inc. (Verizon) by deed dated December 13, 2007 and recorded in Volume 803 Page 687, South Burlington Land Records. (All 3 units are served by lines entering the southeast corner 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. E4 Easements conveyed to Vermont Gas Systems, Inc. (VGS) by deed dated January 17, 2008 and recorded in 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. E5 All 3 units are served by sanitary sewer service line entering the southwest corner of Unit 10.1. Nord of easement was found at time of survey. Each of the 3 units is served by seperate water service lines entering from dedicated streets. C C IN I \\ \� I �� N � — 6 —ss— / — --1 — —ss— — —ST--- conc. walk — — — _Date ICh'k'dl Revision Drawn by JLM, TRC Date JULY 14, 2008 Checked by Scale V. = 15' Approved by Project No. 01243: C, ✓&4 1S LEGEND Ii-o f — PROPERTY LINE (LOT /Q PROPERTY LINE (OTHER) — — — — — EASEMENT LINE — . — . — . — BUILDING ENVELOPE — — — TIE LINE Q PROPOSED IRON ROD El PROPOSED CONCRETE MON. 0 CALCULATED POINT ST — — — STORM DRAIN (APPROX.) ---SS — — — SEWER (APPROX.) — — — G — — — GAS LINE (APPROX.) — — — W — — — WATER LINE (APPROX.) — — —UE— — — BURIED ELECTRIC (APPROX.) — — —UT— — — BURIED TELEPHONE (APPROX.). "& WATER SHUTOFF ® CATCH BASIN PLAT OF SURVEY 3 UNITS - LOT 10 SOUTH VILLAGE COMMUNITIES, LLC 130 ALLEN ROAD EAST ITH BURLINGTON VERM CIVIL _NGINEE-FRING ASSOCIF\TEES. INC. SHEET 10 MANSFIELD VIEW LANE, SOUTH BURLINGTON, VT 05403 802-864-2323 FAX., 802-864-2271 web: w-vt.com COPYIIIGHT (CI 2GGe - art 61C.aT8 ReSRRVee 0 } 2 ►�®oil a south PLANNING & ZONING MEMORANDUM TO: South Burlington Development Review Poard FROM: Cathyann LaRose, Associate Plann�' RE: Agenda #7, Preliminary Plat Application #SD-08-43 and Final Plat Application #SD-08-44 DATE: August 27, 2008 South Village Communities, LLC, hereinafter referred to as the applicant, is seeking preliminary and 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 13,613 sq. ft. lot (lot #10) developed with a three (3) unit multi -family dwelling into three (3) lots, 130, 136, 140 Allen Road East. Dimensional Standards: The applicant is proposing to subdivide a 13,613 sq. ft. lot (lot #10) developed with a three (3) unit multi -family dwelling into three (3) 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 two (2) lots included in this subdivision shall be considered one (1) 13,613 sq. ft. lot. 1. For purposes of planning and zoning, the three (3) lots included in this subdivision shall be considered one (1) 13,613 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. The applicant is also seeking to amend the master plan restrictions for the individual lots, to provide a blanket approval for the following: that the proposed lot coverage not to exceed 80% and building coverage not to exceed 70%. A master plan application has not bee submitted to amend the approved Master Plan. Staff does not support this amendment, for this triplex lot, and certainly not for the entirety of the PUD. The applicant shall apply individually for any further subdivisions of triplex buildings as they are proposed. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com 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. (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 Preliminary Plat Application #SD-08-43 and Final Plat Application #SD-08-44 subject to the conditional items in this report. rolVl! EIN G I IN CHEkIING N'SOSO0r,I 1'E150. 1IN ro, 10 Mansfield View Lane Phone: 802-864-2323 South Burlington, VT 05403 Fax: 802-864-2271 E-Mail: mail@cea-vt.com july 25, 2008 Ms. Cathyann LaRose, Assistant Planner City of South Burlington 575 Dorset Street South Burlington, Vermont 05403 Re: South Village PRD - South Village Communities, LLC Phase I Preliminary & Final Plat Amendment Application Subdivision or Multi -Family Buildings Dear Ms. LaRose: It has been brought to our attention that the proposed fee simple conveyance of the individual units of the previously approved duplex and triplex buildings in Phase I may require additional approvals from the City of South Burlington. This application seeks to permit the subdivision of the triplex building and common area on Lot 10 into 3 Lots. This application also seeks blanket approval for future subdivision on duplex and triplex lots. The proposed language to be included in the Phase I and/or Master Plan approval reads : "All duplexes and triplexes are to be treated as approved, subdivided parcels with the constructed common wall as the property line, thence extending along this line to the perimeter property lines. Sideyard setbacks along these common wall property lines and associated extensions are hereby waived. These post construction plats will be reviewed and approved administratively." In order to facilitate future modifications proposed by individual unit owners such as, but not limited to, deck expansions or utility pad placement it is proposed that the following language be added to the Phase I and/or Master Plan Permit. The lot coverage for the individual lots shall not exceed 80%. The building coverage for the individual lots shall not exceed 70%. Ms. Cathyann LaRose Page 2 of 2 July 25, 2008 Please find attached a copy of the proposed lot lines for the triplex building on Lot 10. This plan would be indicative of the plans submitted for lots supporting future duplex and triplex buildings. This completes our summary of the proposed changes to be reflected in the Phase I Preliminary/Final Plat amendment package. If you should have any questions, please feel free to contact me at 985-2323. Respectfully, David S. Marshall. P.E. Project Engineer ,,dsm Attachments: Prelim. Plat Applic. & Applic. Fee - Base Fee ($511.00+ 3 x $100) = $811.00 Final Plat Application & Application Fee ($511.00, 1 set of 11" x 17" plans, 5 sets of full size plans cc: J. Segale (w/ enclosures) Santo Longo, Esq. (w/ enclosures) CEA File 01243.00 (w/ enclosure) C:\1 Let\01243\Phase i\LaRose-Prelim-Final Amendment Triplex lots Let-l.wpd r �� % W L61010-w- southburfington PLANNING & ZONING August 29, 2008 Dave Marshall Civil Engineering Assoc. 10 Mansfield View Ln. South Burlington, VT 05403 Re: South Village Dear DAve: Enclosed is the agenda for next Tuesday's Development Review Board meeting and staff comments to the Board. Please be sure that someone is at the meeting on Tuesday, Sept 2, 2008 at 7:30 p.m. PLEASE NOTE that this hearing will be held in Cafeteria 3 at South Burlington High School, 550 Dorset Street. If you have any questions, please give us a call. Sincerely, y Betsy McDonough Brown Planning & Zoning Assistant Encl. 575 Dorset Street South Burlington, VT 05403 tell 802.846.4106 fax 802.846.4101 www.sburi.com RL A,NN1ft6 z a N I N G August 13, 2008 Carolyn E. Long Revocable Trust 1720 Spear Street South Burlington, VT 05403 Dear Property Owner: Enclosed is a copy of a public notice published in Seven Days. It includes an application for development that abuts property you own. This is being sent to you to make 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. Please note that there is a change in location for this meeting. It will be held in Cafeteria 3 at South Burlington High School, 550 Dorset Street. 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 local regulatory proceeding shall consist of offering, through oral or written testimony, a statement of concern related to the subject of the proceeding." If you would like to know more about the proposed development, you may call this office at 846-4106, stop by during regular office hours, or attend the schedule public hearing. Sincerely, CAN Betsy McDonough Brown Planning & Zoning Assistant Encl. U5 Dflr4*1, stiflat ssvut f9arl �t;t, a. YT 054 lei 902,S44.11tag I >5 C11 3�x��s�..�iey°. sm PLANNING & 2aNIIt, G August 13, 2008 Janet Farina 1807 Spear Street South Burlington, VT 05403 Dear Property Owner Enclosed is a copy of a public notice published in Seven Days. It includes an application for development that abuts property you own. This is being sent to you to make 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. Please note that there is a change in location for this meeting. It will be held in Cafeteria 3 at South Burlington High School, 550 Dorset Street. 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 local regulatory proceeding shall consist of offering, through oral or written testimony, a statement of concern related to the subject of the proceeding." If you would like to know more about the proposed development, you may call this office at 846-4106, stop by during regular office hours, or attend the schedule public hearing. Sincerely, Betsy McDonough Brown Planning & Zoning Assistant Encl. U15 Dug�sTt SMruat South Butlars1lon, VT 054,03 W 24 .i(4t-.V;9d fax SaIA4$.41fll wyww.lburl.eam Subdivision Plat Application Permit Number SD- Ut) - 1 APPLICATION FOR SUBDIVISION PLAT REVIEW Va reliminary ❑ 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 OF RECORD (Name as shown on deed, mailing address, phone and fax #) ��ytu 1 L` �.t� C NMI ►N 1 T t �5 {.. C 11 f�.1i2-`l TL�.i . �L CiLMO�d"r C�S4n i E� 2. LOCATION OF LAST RECORDED DEED (Book and page #) aK 4(9 &14.54-4 3. APPLICANT (Name, mailing address, phone and fax#) p,—, �hLa: 4. CONTACT PERSON (Name, mailing address, phone and fax #) Qa.,4 % v 5. tilc�csr'4a��- rJ 5 - V_;k4 CZ -LA KW ,To 6 -4 . —4 T CDs 4cA 3 O 9Cd4 - L= P,(e:,4 22'1 1 a. Contact email address:�c�.SN-pa�C:/�.--�-,cA,�,� 5, PROJECT STREET ADDRESS: 1840 r2S AS' — LIDIT No 6. TAX PARCEL ID # (can be obtained at Assessor's Office) Subdivision Plat Application 7. PROJECT DESCRIPTION a. General Project Description (describe what you are proposing)- S" 0:104 J \ S b" oP eK_a c %. G �* W M& moo.-U1� l ►mot i� 1�T�7 �..oi5 l0l�. ► \ C•� GS ► ► OC. vJ lT1k c��Zp�7 o SFr> C� � D % ,n 6 rdS 7U E� �-Fc r7 I M c t_Pr2_ "5" C3 c?i -41W k74 p�pM�ryl�zTR�'I-�-{E (�c_--�/ ►�+IJ . '5c'-1E e-Qq'z 1z. L-eli'ETL b. Existing Uses on Property (including description and size of each separate use): c. Proposed Uses on property (include description and size of each new use and existing uses to remain): d. Total building square footage on property (proposed buildings and existing buildings to remain): 5-1► 4 gF e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine): 35' — -t-wo -f'Lckpgi S f. Number of residential units (if applicable, new units and existing units to remain): - 3 "rs ►T—_,, a i LA:>T' t o — I, t t-Acs ,ems ""-r c:*4 g. Number of employees & company vehicles (existing and proposed, note office versus non -office employees): fi-r' h. Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): Subdivision Plat Application i. List any changes to the subdivision, such as property lines, number of units, lot mergers, etc. La r %-►,4Q-&5 PV-a t.xoc4P—.T -r.? ^L kc." MMor-� wnu,-> .��L�c,-�o t-� ,-rrc- Fu.b�i' �� .c-�. p►��-'F�xLt �.ir1-c-� . 9� LOT COVERAGE (ALL information MUST be provided here, even if no change is proposed) Qawopo-s---f� a. Size of Parcel: Lor to 1-54, ►3 SV:�7 (acres /sq. ft.) g.ae 3 2� 06 caoz� b Building Coverage: Existing 61 1+ square feet 42.0 7'. % L'or to As toC- Proposed 51 t'} square feet 42.0% % 1%1 iett t�52 44. c. Overall Coverage (building, parking, outside storage, etc): Existing 4-'53 square feet 50•7- -% 4,.or 1oa l� IE?G Proposed _ (ob 33 square feet O .Z _ % 2407 2031 Za9S d. Front Yard Coverage(s) (commercial projects only): 49.VI. -ISA Existing _ t-111, square feet ►-IN % Proposed square feet— rA r,__ % 9. WETLAND INFORMATION a. Are there any wetlands (Class I, II, or III) on the subject property? Yes n `No "cr o*-� t-crr to b. If yes, is the proposed development encroaching into any of these wetlands associated 50' buffers (describe) �_Y. c. If yes, please submit the following with this application: 1. A,91i�laecific wetland delinea of the entire property or a written statement that the applicant is relying on the City's wetland map. ffz-t'- v ►oust ->4ec N.rrvp 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) ,-r p,.Q�7.A-4 C,Pe��-6 -mg- (-:OT 10 . 3 Subdivision Plat Application 10. AREA DISTURBED DURING CONSTRUCTION: _ t 3 co ?' 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. y -ro c." e. 11. COST ESTIMATES a. Building (including interior renovations): $ Aso -f'0'0" �04%a9 1T. b. Landscaping: $ fvmM Perwi-► rr CKcw' Please submit itemized list of landscaping proposed) c. Other site improvements (please list with cost) oqe, 12. ESTIMATED TRAFFIC a. Average daily traffic for entire property (in and out): noz, �-f w"S b. A.M. Peak hour for entire property (in and out): r1U c. P.M. Peak hour for entire property (In and out): 13. PEAK HOURS OF OPERATION: i_� 14. PEAK DAYS OF OPERATION: ii t e, 15. ESTIMATED PROJECT COMPLETION DATE: `'r, 200 8 . ITT It, -CR1��,�•. 4 Subdivision Plat Application 16. PLEASE LIST ABUTTING LANDOWNERS, INCLUDING THOSE ACROSS THE STREET. You may attach on a separate sheet. 17. PLANS AND PEE 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 SIGNAT R OF APPLICANT SIGNATURE Or PROPERTY OWNER PRINt NAME Do not write below this line DATE OF SUBMISSION: U I have reviewed this preliminary plat application and find it to be: O/Comp fete ❑ Incomplete of Planning,& Zoning or Designee Subdivision Plat Application Date Subdivision Plat Application Permit Number SD- - -J APPLICATION FOR SUBDIVISION PLAT REVIEW n Preliminary dal PUD Being Requested? ri 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 #) _-��-- _ �► .fc rr a �d �► o �i T _ c��4o 1 P 8xip !2 S- �2 2n, - --- - 2. LOCATION OF LAST RECORDED DEED (Book and page #) ]by,_ A-t1y VCR- -4}. 3. APPLICANT (Name, mailing address, phone and fax#) Pet, 4. CONTACT PERSON (Name, mailing address, phone and fax #) Dt—,41 c? �J. ►�lc¢SE{�LL _ G.^ � J t �.. +�+�9C'-ti t � �:�1�..t �_+�-�,tf� c� e.. � l � t"S—��'i ct� ^J ► � l_-�r�'_f_ -4 T_ C-) 15 40 3 a Contact email address 5. PROJECT STREET ADDRESS: 6 TAX PARCEL ID # (can be obtained at Assessor's Office) Subdivision Plat Application 7. PROJECT DESCRIPTION a. General Project Description (describe what you are proposing): `5" V_7t_-2% v t -5 a r-4 E -CIS-%G lb-.l c 1-C.-A t e, W tTW c-p LA c? t n b n.(5 ::aQ 4Z- N GA-P� k_ e7 l t-A t �..f''(•Z. 'mil t3 Di `{ 1.5 t orate lwJ tT4 b. Existing Uses on Property (including description and size of each separate use): t v t r c P4...- C cr t c R _ __� c. Proposed Uses on property (include description and size of each new use and existing uses to remain): LJC`Jr� o f 1:0►.1gf' . d. Total building square footage on property (proposed buildings and existing buildings to remain): _ 5'1 ► 4 5F e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine): S5' -- -rL4<D fLcc,F,S f. Number of residential units (if applicable, new units and existing units to remain): -�!>_ a-f� l5 rS -t-t Lorr t o qc�P4 LOT - g. Number of employees & company vehicles (existing and proposed, note office versus non -office employees): Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable)- Subdivision Plat Application i. List any changes to the subdivision, such as property lines, number of units, lot mergers, etc. Lo-r "►.41V5 PV-a Ag-4. r-� c-onO,nnpr.1 9. LOT COVERAGE (ALL information MUST be provided here, even if no change is proposed) p��-s.-� a. Size of Parcel: t..or to t ?aG� ►� � — (acres /sq. ft.) �,� �^ `,� a v g8s3 2'?t�o (002.� b. Building Coverage: Existing 51 t4 square feet 42_01�� % t n c: Proposed 5-1+-' square feet 4.2 % k%t tibit tasz c. Overall Coverage (building, parking, outside storage, etc): Existing G3'33 square feet 50•2- % L Inxr 1 O G 1 t oc. Proposed G 8 33 square feet 0 .Z.• % 2467 Z03 t 2a95 d. Front Yard Coverage(s) (commercial projects only): Existing 11-4111 square feet t--iN % Proposed t-4�square feet r AP, % 9. WETLAND INFORMATION a. Are there any wetlands (Class I, II, or III) on the subject property? ❑ Yes f-<N o "of ot-t L oT t o b. If yes, is the proposed development encroaching into any of these wetlands associated 50' buffers (describe) r.Le c. If yes, please submit the following with this application: 1 A P SnP ific wetland delin�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) ,- FV P t4 TbFy (-�T i 3 Subdivision Plat Application 10. AREA DISTURBED DURING CONSTRUCTION: _ t 3 c.0 � --!, 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. fa��.�--f I kTc �z, �j .T ...M 11. COST ESTIMATES a. Building (including interior renovations): $ 1-0 c-t"'o*W-d -M-O-A o9 ti'' �n 1 r-. b. Landscaping: $ t-- ' fizo&A pteyv , k-r C r t=w) Please submit itemized list of landscaping proposed) c. Other site improvements (please list with cost) ts- L-kS-rtay 12 ESTIMATED TRAFFIC a. Average daily traffic for entire property (in and out): t-� C t-Lo b. A.M. Peak hour for entire property (in and out). rs� c. P.M. Peak hour for entire property (In and out) rJ..G 13. PEAK HOURS OF OPERATION: 11- G 14. PEAK DAYS OF OPERATION: it-� 15. ESTIMATED PROJECT COMPLETION DATE: /�.csa0►�—t�ir1 ?-ao 8 . 4 Subdivision Plat Application 16. PLEASE LIST ABUTTING LANDOWNERS, INCLUDING THOSE ACROSS THE STREET. You may attach on a separate sheet. 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. _ �� 14hnu � SIGNATURE OF APPLICANT Adau Ga � -aIn N%ehc/l e f� SIGNATURE OF PROPERTY OWNER PRINT NAME Do not write below this line DATE OF SUBMISSION: I have reviewed this preliminary plat application and find it to be: -J Complete ❑ Incomplete r of Planni Zoning or Designee Subdivision Plat Application rr southburlington PLANNING & ZONING July 16, 2008 David Scheuer Joe Segale Retrovest 70 South Winooski Avenue Burlington, VT 05401 Re: Site Plan #SP-08-54 Dear Mr. Scheuer & Mr. Segale Enclosed, please find a copy of the Findings of Fact and Decision rendered by the Development Review Board on July 15, 2008 (effective July 15, 2008). 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, 4 t aWL-1 Betsy onough Brown Planning & Zoning Assistant Encl. CERTIFIED MAIL RETURN RECEIPT: 7008 0150 0003 6150 5911 575 Dorset Street South Burlington, VT 05403 tell 802.846.4106 fax 802.846.4101 www.sburl.com ISouth r PLANN4P+�i & Z0NIP1G July 7, 2008 South Village Communities, LLC c/o Retrovest Attn: Joe Segale 70 South Winooski Avenue Burlington, VT 05401 Dear Property Owner: Enclosed is the draft agenda for the July 15, 2008 South Burlington Development Review Board Meeting. It includes an application for development on your property. This is being sent to you and the abutting property owners to make aware that a public meeting is being held regarding the proposed development. The official agenda will be posted on the City's website (www.sburl.com) by the Friday prior to the meeting. 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 local regulatory proceeding shall consist of offering, through oral or written testimony, a statement of concern related to the subject of the proceeding." If you would like to know more about the proposed development, you may call this office at 846-4106, stop by during regular office hours, or attend the scheduled public meeting. Sincerely, Betsy McDonough Brown Planning & Zoning Assistant Encl. 576 Dura&Ct: Strofft, South url�ng8a-n, VT t154,0 tal B02 9,41-06G Izx B[32.��.�<!l9 &-wkv.sbura.00m southhurli o ° PtANNIPtn, 5 z0u1r4G June 19, 2008 Ruth Trevithick 1751 Spear Street South Burlington, VT 05403 Dear Property Owner: Enclosed is a copy of the draft agenda for the Lly 15, 2008 South Burlington Development Review Board meeting. It includes a proposal that abuts property you own. The official agenda will be posted on the City's website (www.sburl.com) by the Friday prior to the meeting. 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 local regulatory proceeding shall consist of offering, through oral or written testimony, a statement of concern related to the subject of the proceeding." If you would like to know more about the proposed development, you may call this office at 846-4106, stop by during regular office hours, or attend the scheduled public meeting. Sincerely, Betsy McDonough Brown Planning & Zoning Assistant Encl. 575 6ursast Street Smuts Rurlingion, VT 054 3 1&1 602 64.J.4€0g tax BillA4b.ak(It wmwlburk.corra July 10, 2008 Joe Segale Retrovest 70 South Winooski Ave. Burlington, VT 05401 Re: South Village Hearing Dear Mr. Segale: Enclosed is the agenda for next Tuesday's Development Review Board meeting and staff comments to the Board. Please be sure that someone is at the meeting on Tuesday, July 15, 2008 at 7:30 p.m. at the City Hall Conference Room, 575 Dorset Street. If you have any questions, please give us a call. Sincerely, Betsy McDonough Brown Planning & Zoning Assistant Encl. 575 Curial Stra t S ut url ngton, VT 05403 lei 02_84 .0x18 1zx 802,8 6,4101 vow— bur:l.a m Site Plan Application 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. 1. OWNER OF RECORD (Name as shown on deed, mailing address, phone and fax #): S r:H Yf L �v /,,� tiA u IQ c r r Es,, LL c c/o `Pav D S c 4e-� R � o 2. LOCATION OF LAST RECORDED DEED (Book and page #): g!)!e; y ?A y!5q— 4 5S 3. APPLICANT (Name, mailing address, phone and fax #): -7; S He:_:7 PssA'19yf': 4. CONTACT PERSON (person who will receive all correspondence from Staff. Include name, address, phone & fax #): J D E V_ooE5'r 4,0 i,�gp .N ( g.s� :10 5C:(>ru W i nJ 0,05wZ �.4� r 3 — l 37!j a. Contact e-mail address: 5. PROJECT STREET ADDRESS: 19 CEO S�zZ 57`1iz� 6. TAX PARCEL ID # (can be obtained at Assessor's Office): 7. PROJECT DESCRIPTION a. General project description: v 0 Site Plan Application b. Existing Uses on Property (including description and size of each separate use): WC>'Ie — eng (+0 7- c_ Proposed Uses on property (include description and size of each new use and existing uses to remain): _i F90 s'n d. Total building square footage on property (proposed buildings and existing buildings to remain): 1i r e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine): f & f-j- f. Number of residential units (if applicable, new units and existing units to remain): C g. Number of employees & company vehicles (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): Lj ;5,% 8. LOT COVERAGE Total Parcel Size: W 0 & 3 a Sq. Ft. a. Building: Existing O % / ® sq. ft. Proposed /. & % / f !' ;� sq. ft. b. Overall impervious coverage (building, parking, outside storage, etc) Existing 0 % / O sq. ft. Proposed /D, al % l 1 ;ZelQ sq. ft. c. Front yard (along each street) Existing O % / O sq. ft. Proposed W,4 sq. ft. Site Plan Application d. Total area to be disturbed during construction (sq. ft.) 1v 5�0 s_ * 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): $ rj40 b. Landscaping: $ c. Other site improvements (please list with cost): `2r i �,k Dq V�'S / T G,trva3�ci GAwlr��^te r�,��,ro_-� . -z— IiC IL 10. ESTIMATED TRAFFIC a. Average daily traffic for entire property (in and out): N Ac b. A.M. Peak hour for entire property (in and out): Ny, c. P.M. Peak hour for entire property (In and out): �-J 11. PEAK HOURS OF OPERATION: 1,t 4 12. PEAK DAYS OF OPERATION: iJ 4 13. ESTIMATED PROJECT COMPLETION DATE: 3 4 L-Le ZC_X> 8 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) PLeh,-se � p,-r-T-#X,4;P L-I s7- 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 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). Site Plan Application 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 NATURE OP PRQP,tRTY OWNER Do not write below this line DATE OF SUBMISSION: PRINT NAM Do l y Ai,, V, o,- REVIEW AUTHORITY: I i Development Review Board Ll Administrative Officer I have reviewed this site plan application and find it to be: ? Com fete (� Incomplete P P �J (P Cl`jj i of Plan&g Zoni g or Designee t 5 Site Plan Application Dewey Park Gazebo June 6, 2008 Landscape Budget For Dewey Park - South Village Botanical Size Unit Price Quantity Unit Totals Name Acer freemanii 4-5" $950.00 2 EA. $1,900 Sub for 5" Cladteshs $1,500.00 1 EA. $1,500 Picea glauca 10-12' $575.00 3 EA. $1,725 Seeding NA $0.15 11,340 SF $1,701 Total 1 $6,826 H vti Updated at So.Burlington Town Clerks Office by consulting Grand List dated 6/28/07, Sales Report Transaction book dated July 2007 thru March 31, 2008, and Day Book thru 4/6/08. By Michelle Holgate I u(b `i rewithick Harold & Eleanor 11,ensen Janet farina 1751 Spear Street 1803 Spear Street 1.807 Spear Street .o. Burlington, VT 05403 So. Burlington, X,"1' 0>403 So. Burlington, Vr' 05403 Matt' Pappas Donald & Lynn Cuininings William & Ay-�e Floyd 1809 Spear Street 181.1 Spear Street 18.13 Spear Street So. Burlington, VT 05403 So. Burlington, VT 0540:3 So. Burlington, VI' 05403 Stuart & Helen Hall Harry & Patricia Davison Patricia Calkirts 1815 Spear Street 1827 Spear Street 1835 Spear Street So. Burlington, VT 05403 So. Burlington, N"T 05403 So. Burlington, VT 05403 George & Shelley Vinal Mark S. WestergardlCurt Moody Barbara Laude 1.845 Spear Street 1855 Spear Street 1865 Spear Street So. Burlington, VT 05403 So. Burlington, VT 05403 So. Burlington, VT 05403 William Reed James & Paula Carroll 1967 Spear Street Frank Costantino (reU975 Spear St.) So. Burlington, VT 05403 1971 Spear Street 155 Chesapeak Drive So. Burlington, VT 05403 Shelburne, VT 05482 ,lan & .Diane Sylvester John & Amy Averill Daniel Martin 1985 Spear Street 3958 Spear Street 4012 Spear Street So. Burlington, VT 05403 Shelburne, VT 05482 Shelburne, VT 05482 Harlan & John Sylvester Craig S. Bartlett, Ill 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 Robert F. Cooper (ref.1505 Dom. et St.) 1720 Spear Street 7 Mariners Cove So. Burlington, VT 05403 Shelburne, VT 05482 Richard & pawn Derridinger William & Gail Lang 1575 Dorset Street 1675 Dorset Street So. Burlington, VT 05403 So. Burlington, VT 05403 Scott J. Michaud Dorset Farms Master ,Assoc. Tonga Bosworth Jason & .lenniFLr NlcCahei -/o Property Mgt, Associates 19.2 Catkin Drive 190 Catkin Drive .0. Box 1201 So, Burlington, VT 0540 3 So. Burlington, VT' 05403 Williston, VT 05495 Mark & Deborah 1+'ay, 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, V7' 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, VI' 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 & L, sa 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 Ater and Gayle Conklin tO Bawer Street Brian & Christine Sowle Dan and Marquerite Wetzel 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 005403 John & Ritika Paul Dirk and Deborah Marek Bhagwat & Gita Ma.ngla 191 Catkin Drive 1.93 Catkin Drive 195 Catkin Drive So. Burlington, VT 05403 So. Burlington, VT 05403 So. Burlington, VT 05403 No (5outhvillage RECONNECT June 6, 2008 Ms. Cathyann LaRose, Assistance Planner City of South Burlington 575 Dorset Street South Burlington, VT 05403 Re: Site Plan Application for Gazebo on South Village Lot 6 Dear Ms. LaRose: 1 Please find attached the above referenced site plan application with attachments and the fee. Please contact me at 802-863-8323 with any questions. Sincerely, Joe Segale, P.E. Project Manager Attachments c5outh`Jillage RECONNECT Gazebo / Barn Pavilion Studies Option'D' Date: 5.8.08 228 Maple St, MW32 LandWorks Middlebury, Vermont 802.388.3011 V.04N)JR w,vw.landworksvicocom - Align edge of walk -- with corner of ramp Exposed Aggregate 2 �- Concrete Sidewalk tag \\ i Brick Paving '1 1. ; �_9 See Streetscape Plan + 1 \ or species, typical-- - — C� 1 RG 7 -- Barn ' Pavilion Concete Sidewalk = Note -provide see Civil Plans (j- OV AC power to zebo Seeded Native �\ Meadow:A 1 • Q , �Q' VOL. 90° } ' 2 PG F. Seeded Native Meadow \ \ ' Bench (3 total) 4 I / Seeded Cawn • 9 -CK 1-7 0 evve i 23'-4" -------— Y 61 + 00 PROJECT TME: OWNER: SOUTH VILLAGE SOUTH VILLAGE Lot SPEAR ENRROAD D COMMUNITIES, LLC. SOUTH BURLINGTON, VT �jo�r,4 tT, (,A (5outh` fflage RECONNECT ►WAR I L50100�i south PLANNING & ZONING MEMORANDUM TO: South Burlington Development Review rd FROM: Cathyann LaRose, Associate Planner RE: Agenda #8, Site plan application #SP-08-54 DATE: July 9, 2008 South Village Communities, LLC, hereinafter referred to as the applicant, is seeking site plan approval to construct a 192 square foot gazebo in Dewey Park (lot#6), 1840 Spear Street 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 (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 (�) 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 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com There are no changes to the above criteria in relation to this application. The proposed gazebo is within the height limitations for accessory structures. The proposed gazebo is visually pleasing and designed to fit with the architecture and design of surrounding buildings. 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 $6826 in plantings for Dewey Park. Lighting The applicant has not proposed any lighting to be associated with the gazebo. If lighting is proposed, the applicant shall submit cut sheets and a point by point plan. 1. The applicant shall submit cut sheets and a lighting plan for any additional lighting associated with the gazebo. All lighting shall meet the standards of Appendix D of the South Burlington Land Development Regulations. Staff recommends that the Board approve Site Plan Application #SP-08-54 subject to the conditional items in this report. LED Recessed L.E.D. Retrofit yen Products LR6-2700 -Green Prodr )- Green Produ... Page 1 of 3 LED Recessed L.E.D. Retrofit Green Products LR6-2700 LR6-2700 6 v '�_ /�)� As bright as a 50watt Halogen bulb, lasts 50,000 hours and only uses 12watts of electricity. A true Energy Saving Light! 6" LED Downlight, Retrofit Module, Incandescent Color (Warm color like a standard screw in bulb at 2700K) This new and acclaimed LED recessed downlight provides beautiful color, high efficiency and eco-friendly technology. 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Face of clapboard wall Note: See SectiontElevation for detailed material call -outs :O Date: 6.2.08 i2P Maple SL MWP2 LandWorks Barn Pavilion Details - Plan Scale: 1/2"=V-0" Mmaiennry,vI.- C l a� 8023PP.t011 �� 0 "•v\Outiv�-^b� w�wu.lantlwork"vLcwn �.(-« -rl- s cl CS,b,-C�.Z, Cd.3 «,y C am, C.6.10, The Retrovest Companies B U I L D E R S& D E V E L O P E R S /00 /40'1"7_5 , March 20, 2008 Mr. William Szymanski, City Engineer South Burlington Department of Public Works c/o Planning and Zoning Department 575 Dorset Street South Burlington, VT 05403 Re: South Village Public Infrastructure Cost Estimate for Phase 1A Remaining Water, Sewer, Drainage and Traffic Control Dear Mr. Szymanski: We are requesting your review and approval of the attached cost estimate for the value of water mains, sewer mains, a drainage collection system and detention pond, and for reconstruction of the Spear Street/Allen Road intersection. When combined with the work approved in the three previous site work zoning permits, the items described below will complete the water, sewer, and drainage systems for Phase 1A. The estimated value of this work is $1,218,799 and generally includes: • Water mains, hydrants, lot connections and related appurtenances on: Aiken Street from Dewey Place to Chipman; on Slade Street from West Fisher Lane to Chipman; Chipman from Lot 5A to the Allen Road East roundabout; and Frost Street from Chipman to the southern boundary of Lot 31; • The sewer force main from the air release structure at station 106+78 on Allen Road East to the waste water pump station near the Allen Road East Roundabout; • The waste water pump station; • Gravity sewer mains, associated sewer man holes, lot connections and related appurtenances from: SMH #12 on Aiken Street to SMH #19 on Chipman Street; SMH #19 to the waste water pump station; the connection to Lot 13 on Slade Street to SMH #17 on Chipman Street; SMH #5 to SMH #16 on Allen Road East; and SMH #7 on North Jefferson to a cap just north of the cul-de- sac; • Construction of the storm water detention pond #3; • Drainage collection system, catch basins, drop inlets and related appurtenances on: Chipman Street; Slade Street from West Fisher to Chipman; and Allen Road East from the Allen Road East Roundabout to DMH #5; • Construction of turn lanes, bike lanes and installation of a traffic signal at the Spear Street/Allen Road intersection; and 70 South Winooski Avenue Burlington, VT 05401-3830 802-863-8323 800-679-1929 F 802-863-1339 www.retrovest.com' Mr. William Szymanski March 20, 2008 Page 2 • Associated erosion control measures. The above work has been highlighted on the attached plans. A final zoning permit will be submitted latter this spring to cover the completion of roadways and sidewalks south of Fisher Lane. Please feel free to contact me at 802-863-8323 with any questions. ;rely; egale, P.E. Proje Manager Attachments South Village Phase 1A Cost Estimate for Remaining Water, Sewer, I �Inaige and Traffic Control Public Infrastructure Sediment & Erosion Control 3 Daily Temporary Stabilization 4 Strip & Stockpile Topsoil 5 Laydown Areas 6 Construction Entrances 7 Topsoil Placement 8 Erosion Control Matting 9 Final Hay Mulch 10 Drainage Inlet Protection 11 Silt Fence 12 Construction Fence 13 Permanent Seeding 14 Temporary Seeding 15 Remaining Permanent Site Reclam. 16 Polymer Blocks (Allowance) 17 Polymer Floc Log Flume (Allowance) 18 2.5" Sed. Basin Floating Skimmer 19 3" Sed. Basin Floating Skimmer 20 4" Sed. Basin Floating Skimmer 21 Inspection/Reporting Requirements 22 All Remaining EPSC Measures Water 28 Water System Connection - East 29 Water Connection (TS&V) - West 30 Jack & Bore - West 31 Pressure Reducing Vault Complete 32 12" Water Main 33 12" Gate Valve 34 8" Water Main 35 8" Gate Valve 36 Air Release Structure 37 Fire Hydrants 38 1" Copper Water Service 39 1" Water Service Corp & Curb Stop 40 Type I Insulation (2" Thick) 41 All Remaining Water Installations Sewer 42 12" Sewer Main 43 8" Sewer Main 44 6" Sewer Main 45 Sanitary Manholes 46 4" Sewer Service Line 47 6" Force Main 48 6" FM Directional Bore & Connection 49 Force Main Air Release Structure 50 Pump Station & Storage 51 6" Relief Drain at Low Point 52 All Remaining Sewer Work ON Unit I Init Prira T-+aIc 0.32 LS $30,000 $9,600 1.5 Acres $3,000 $4,500 0 LS $12,500 $0 0 LS $7,000 $0 1700 SY $1.00 $1,700 5120 SY $1.25 $6,400 12800 SY $0.27 $3,456 0 EA $100.00 $0 3200 LF $1.25 $4,000 0 LF $1.00 $0 0 SY $0.54 $0 3200 SY $0.30 $960 0 SY $0.00 $0 0 EA $150 $0 0 EA $750 $0 0 EA $1,000 $0 0 EA $1,000 $0 0 EA $1,500 $0 0.32 LS $4,000 0.32 LS $65,000 Qtv Unit Unit Prira Based on Ratio of 8 wks/25 wks 3ased on Ratio of 8 wks/25 wks 3ased on Ratio of 8 wks/25 wks 3ased on Ratio of 8 wks/25 wks 3ased on Ratio of 10 wks/25 wks $1,280 Based on Ratio of 8 wks/25 wks $20,800 Based on Ratio of 8 wks/25 wks $52,696 Tnta I c 0 LS $500 $0 0 LS $13,000 $0 0 LS $30,000 - so 0 LS $31,750 $0 1500 LF $49 $73,500 7 EA $2,000 $14,000 1720 LF $35 $60,200 17 EA $1,300 $22,100 3 EA $5,200 $15,600 6 EA $3,400 $20,400 1810 LF $22 $39,820 32 EA $300 $9,600 500 SY $8 $4,000 0.5 LS $10,500 $5,250 $264,470 ON Unit Unit Prira TM.1l 845 LF $45 $38,025 1545 LF $36.50 $56,393 110 LF $35 $3,850 12 EA $3,500 $42,000 1910 LF $17 $32,470 870 LF $20 $17,400 0 LS $9,000 $0 0 EA $6,100 $0 1 LS $110,000 $110,000 1 LS $8,000 $8,000 1 LS $2,500 $2,500 $310,638 Page 1 of 2 3/20/2008 South Village Phase 1A J Cost Estimate for Remaining Water, Sewer, L. _.iaige and Traffic Control Public Infrastructure Drainage 77 42" HDPE Storm Line 78 30" HDPE Storm Line 79 24" HDPE Storm Line 80 18" HDPE Storm Line 81 15" HDPE Storm Line 82 12" HDPE Foundation Line 83 10" HDPE Foundation Line 84 8" HDPE Foundation Line 85 6" HDPE Foundation Line 86 4" HDPE Foundation Line 87 Foundation Drain Cleanouts 88 4' Diameter Catch Basin 89 5' Diameter Catch Basin 90 8' Diameter Catch Basin 91 4' Manhole 92 5' Manhole 93 8' Manhole 94 Flared End Sections 95 Detention Basin (NW) 96 Detention Basin (SW) 97 Detention Basin (NE) 98 All Remaining Drainage Work Traffic Control 112 Flaggers 113 Portable Message Signs 114 Permanent Signs and Posts 115 Temporary Construction Signage 116 Temporary Pavement Markings 117 Permanent Pavement Markings 118 Traffic Light Foundations 119 Traffic Light Superstructure 120 Traffic Light Controller 121 Remaining Traffic Light Work 122 Remaining Traffic Control Work Qty Unit Unit Price Totals 0 LF $80 $0 200 LF $60 $12,000 514 LF $49 $24,929 263 LF $34 $8,942 1534 LF $29 $44,486 25 LF $35 $875 3501 LF $32.50 $11,375 381 LF $23 $8,763 0 LF $0 $0 0 LF $20 $0 9dEA $200 $1,800 23 $2,100 $48,300 3 $2,550 $7,650 0 $7,500 $0 3 $2,300 $6,900 0 $2,800 $0 0 $8,500 $0 1 $3,250 $3,250 0$40,000 $0 1$110,000 $110,000 $91,500 $0 0.8$30,000 $24,000 $313,270 Qty Unit Unit Price Totals 840 Hr $25 $21,000 5 EA/Mo $1,400 $7,000 1 LS $20,000 $20,000 1 LS $1,500 $1,500 1 LS $11,000 $11,000 1 LS $32,000 $32,000 1 LS $12,600 $12,600 1 LS $38,000 $38,000 1 LS $42,000 $42,000 1 LS $50,925 $50,925 1 LS $41,700 $41,700 $277,725 Summary Mobilization $0 Erosion Control $52,696 Water System $264,470 Sewer System $310,638 Drainage $313,270 Traffic Control $277,725 Total $1,218,799 Page 2 of 2 3/20/2008 .VERMONT State of Vermont Agency of Natural Resources Department of Environmental Conservation [Phone] 8o2-879-5656 Wastewater Management Division [fax] 8o2-879-3871 Essex Regional Office 111 West Street Essex Junction, VT 05452-4695 www.septic.vt.gov July 1, 20o8 South Village Communities, LLC c/o The Retrovest Companies 70 South Winooski Ave Burlington VT 05401 RE: WW-4-2613-1, amend WW-4-2613 to construct a twelve unit condo with two bedrooms each on Lot # 4A & 4B previously; Lot # 4 remove development rights on Lot 5D reduce number of units on Lots 12 & 23, four new Lots being 7A,1oA,1oB & 27A and modify boundary lines for 54 Lots municipal water and sewer 7200 gallons per day , 64-96 Aiken Street, South Burlington, Vermont. Dear Applicant: We received your completed application for the above referenced project on June 26, 2008, including a fee of $5070.00 paid by check #1723. Under the performance standards for this program, we 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. For the Division of Wastewater Management Mary Bar: l Administrative Technician II cc: South Burlington Planning Commission David Marshall X Regional Offices — Barre/Essex Jct./Rutland/Springfield/St. Johnsbury June 5, 2008 Dave Marshall Civil Engineering Associates 10 Mansfield View Lane South Burlington, VT 05403 Re: Minutes — South Village Dear Dave For your records, enclosed is a copy of the approved May 20, 2008 Development Review Board meeting minutes. If you have any questions, feel free to contact me. Sincerely, Betsy McDonough Brown Planning & Zoning Assistant Encl. 575, Dflr,'3Mt Street sauth Yr 1)5403 I'l 802 ,B, 4 4. 4 Eta 8 1ax OOZAUL4101 w9dw,iburf.rom V ' V . DEVELOPMENT REVIEW BOARD 20 MAY 2008 Mr. Belair noted the building has frontages on 2 streets, with 2 different elevations. There was a suggestion for a pedestrian access between the 2 parts of the buildings. Ms. LaRose noted there are 2 different tenants at the 2 levels, and the access is probably not needed. Ms. Quimby moved to approve Site Plan Application #SP-08-31 of Plumbing Investment LLC, subject to the stipulations in the draft motion. Mr. Farley seconded. Motion passed unanimously. �elimin - - n a pp ica ion - - o South Village Communities, LLC, 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 residential unit project. The amendment consists of: 1) subdividing a 1.05 acre lot (lot #4) into two lots of 0.53 acres (lot 4A) and 0.52 acres (lot 4B), 64 and 96 Aiken Street, and 2) increasing lot coverage waiver from 65% to 75%, 1840 Spear Street: Mr. Marshall said the attorneys feel the multi -family buildings should be on their own lots. This requires a waiver for minimum lot size. There is also a request to increase the current 65% waiver to 75%. Mr. Dinklage asked why. Mr. Marshall said the original request was based on the best available information. They now feel that in order to meet marketing conditions, they have some challenges. Mr. Dinklage asked if this waiver would be just for these 2 lots and what is forcing the need for it. Mr. Marshall said the space is needed for access to the under -building parking. Mr. Dinklage noted there have been comments from the community regarding the DRB's lack of foresight in requiring playground areas in this complex. He suggested that addressing this may be the price for future changes. Mr. Scheuer said it would be good to get such comments to him. He added that he is talking about cooperating with the city on a dog park and also a joint venture with the city for athletic fields. This would involve dedicating land to the city. They are also talking with the Recreation Director and are trying to meet his stated needs. Members said they want the waiver to apply only to these 2 lots. Mr. Belair noted that the City Council is concerned with the number of amendments to the South Village plan and cited the difference in the final look of the Golf Course from -5- DEVELOPMENT REVIEW BOARD 20 MAY 2008 what was originally proposed to the community. They do not want this to be a repeat of that situation. The draft motion was amended to include the following stipulation: The Board approves the increase in coverage for lots 4A and 4B from 65% to 75%. Ms. Quimby moved to approve Preliminary Plat Application #SD-08-24 and Final Plat Application #SD-08-25 of South Village Communities, LLC., subject to the stipulations in the draft motion as amended above. Mr. Farley seconded. Motion passed unanimously. 11. Site Plan Application #SP-08-34 of South Village Communities, LLC, to construct a 12-unit multi -family dwelling, 64 Aiken Street: and 12. Site Plan Application #SP-08-35 of South Village Communities, LLC, to construct a 12-unit multi -family dwelling, 96 Aiken Street: Mr. Marshall said the applicant will comply with landscaping requirements. Regarding the roof, there is both a "flat' and a "peak" component. They are compliant for the peaked roof, but a waiver would be required for the flat roof. Mr. Belair said the a 3-foot waiver would be required on one building an a 5-foot waiver on the other. He had no problem with the waivers. The applicant testified that the buildings would be built substantially as shown in the elevations. They are primarily wood frame construction with hardy plank siding. Ms. Quimby questioned whether the elevation is being sized to accommodate a stretcher. The applicant said they will comply with new size requirements. Mr. Belair noted that the Fire Chief will see this application after the fact. Mr. Marshall noted that the building will be sprinklered. Mr. Scheuer said they will do the privacy fences. Ms. Quimby moved to approve Site Plan applications #SP-08-34 and SP-08-35 of South Village Communities subject to the stipulations in the draft motions. Mr. Farley seconded. Motion passed unanimously. DEVELOPMENT REVIEW BOARD 20 MAY 2008 As there was no further business to come before the Board, the meeting was adjourned at 9:20 p.m. 4 - ?" 2, Q, Clerk Date -7- J o 00 oa �,Z C�.3C6,Y C C «, c r The Retrovest Companies B U I L D E R S& D E V E L O P E R S ,0 March 20, 2008 Mr. William Szymanski, City Engineer South Burlington Department of Public Works c/o Planning and Zoning Department 575 Dorset Street South Burlington, VT 05403 Re: South Village Public Infrastructure Cost Estimate for Phase 1A Remaining Water, Sewer, Drainage and Traffic Control Dear Mr. Szymanski: We are requesting your review and approval of the attached cost estimate for the value of water mains, sewer mains, a drainage collection system and detention pond, and for reconstruction of the Spear Street/Allen Road intersection. When combined with the work approved in the three previous site work zoning permits, the items described below will complete the water, sewer, and drainage systems for Phase 1A. The estimated value of this work is $1,218,799 and generally includes: • Water mains, hydrants, lot connections and related appurtenances on: Aiken Street from Dewey Place to Chipman; on Slade Street from West Fisher Lane to Chipman; Chipman from Lot 5A to the Allen Road East roundabout; and Frost Street from Chipman to the southern boundary of Lot 31; • The sewer force main from the air release structure at station 106+78 on Allen Road East to the waste water pump station near the Allen Road East Roundabout; • The waste water pump station; • Gravity sewer mains, associated sewer man holes, lot connections and related appurtenances from: SMH #12 on Aiken Street to SMH #19 on Chipman Street; SMH #19 to the waste water pump station; the connection to Lot 13 on Slade Street to SMH #17 on Chipman Street; SMH #5 to SMH #16 on Allen Road East; and SMH #7 on North Jefferson to a cap just north of the cul-de- sac; • Construction of the storm water detention pond #3; • Drainage collection system, catch basins, drop inlets and related appurtenances on: Chipman Street; Slade Street from West Fisher to Chipman; and Allen Road East from the Allen Road East Roundabout to DMH #5; • Construction of turn lanes, bike lanes and installation of a traffic signal at the Spear Street/Allen Road intersection; and 70 South Winooski Avenue Burlington, VT 05401-3830 802-863-8323 800-679-1929 F 802-863-1339 www.retrovest.com Mr. William Szymanski March 20, 2008 Page 2 • Associated erosion control measures. The above work has been highlighted on the attached plans. A final zoning permit will be submitted latter this spring to cover the completion of roadways and sidewalks south of Fisher Lane. Please feel free to contact me at 802-863-8323 with any questions. rely; (� gSegale, P.E., jProjierManageer Attachments U k- Cv 4 S 3-27-D-60 South Village Phase 1A ` Cost Estimate for Remaining Water, Sewer, Draina 'nd Traffic Control Public Infrastructure Sediment & Erosion Control 3 Daily Temporary Stabilization 4 Strip & Stockpile Topsoil 5 Laydown Areas 6 Construction Entrances 7 Topsoil Placement 8 Erosion Control Matting 9 Final Hay Mulch 10 Drainage Inlet Protection 11 Silt Fence 12 Construction Fence 13 Permanent Seeding 14 Temporary Seeding 15 Remaining Permanent Site Reclam. 16 Polymer Blocks (Allowance) 17 Polymer Floc Log Flume (Allowance) 18 2.5" Sed. Basin Floating Skimmer 19 3" Sed. Basin Floating Skimmer 20 4" Sed. Basin Floating Skimmer 21 Inspection/Reporting Requirements 22 All Remaining EPSC Measures Water 28 Water System Connection - East 29 Water Connection (TS&V) - West 30 Jack & Bore - West 31 Pressure Reducing Vault Complete 32 12" Water Main 33 12" Gate Valve 34 8" Water Main 35 8" Gate Valve 36 Air Release Structure 37 Fire Hydrants 38 1" Copper Water Service 39 1" Water Service Corp & Curb Stop 40 Type I Insulation (2" Thick) 41 All Remaining Water Installations Sewer 42 12" Sewer Main 43 8" Sewer Main 44 6" Sewer Main 45 Sanitary Manholes 46 4" Sewer Service Line 47 6" Force Main 48 6" FM Directional Bore & Connection 49 Force Main Air Release Structure 50 Pump Station & Storage 51 6" Relief Drain at Low Point 52 All Remaining Sewer Work ON Unit Unit Price Totals 0.32 LS $30,000 $9,600 1.5 Acres $3,000 $4,500 0 LS $12,500 $0 0 LS $7,000 $0 1700 SY $1.00 $1,700 5120 SY $1.25 $6,400 12800 SY $0.27 EA $100.003200 LF $1.25 0 LF $1.000 g$3,4560 SY $0.543200 SY $0.30 0 SY $0.00 $0 0 EA $150 $0 0 EA $750 $0 0 EA $1,000 $0 0 EA $1,000 $0 0 EA $1,500 $0 0.32 LS $4,000 0.32 LS $65,000 ON Unit Unit Prira Based on Ratio of 8 wks/25 wks Based on Ratio of 8 wks/25 wks Based on Ratio of 8 wks/25 wks Based on Ratio of 8 wks/25 wks Based on Ratio of 10 wks/25 wks $1,280 Based on Ratio of 8 wks/25 wks $20,800 Based on Ratio of 8 wks/25 wks $52,696 Tota I c 0 LS $500 $0 0 LS $13,000 $0 0 LS $30,000 $0 0 LS $31,750 $0 1500 LF $49 $73,500 7 EA $2,000 $14,000 1720 LF $35 $60,200 17 EA $1,300 $22,100 3 EA $5,200 $15,600 6 EA $3,400 $20,400 1810 LF $22 $39,820 32 EA $300 $9,600 5001 SY 1 $8 $4,000 0.51 LS 1 $10,500 1 $5,250 Ub4,4/U ON Unit Unit Price Totals 845 LF $45 $38,025 1545 LF $36.50 $56,393 110 LF $35 $3,850 12 EA $3,500 $42,000 1910 LF $17 $32,470 870 LF $20 $17,400 0 LS $9,000 $0 0 EA $6,100 $0 1 LS $110,000 $110,000 1 LS $8,000 $8,000 1 LS $2,500 $2,500 Page 1 of 2 3/20/2008 I � South Village Phase 1A Cost Estimate for Remaining Water, Sewer, Drainaigt and Traffic Control Public Infrastructure Drainage 77 42" HDPE Storm Line 78 30" HDPE Storm Line 79 24" HDPE Storm Line 80 18" HDPE Storm Line 81 15" HDPE Storm Line 82 12" HDPE Foundation Line 83 10" HDPE Foundation Line 84 8" HDPE Foundation Line 85 6" HDPE Foundation Line 86 4" HDPE Foundation Line 87 Foundation Drain Cleanouts 88 4' Diameter Catch Basin 89 5' Diameter Catch Basin 90 8' Diameter Catch Basin 91 4' Manhole 92 5' Manhole 93 8' Manhole 94 Flared End Sections 95 Detention Basin (NW) 96 Detention Basin (SW) 97 Detention Basin (NE) 98 All Remaining Drainage Work Traffic Control 112 Flaggers 113 Portable Message Signs 114 Permanent Signs and Posts 115 Temporary Construction Signage 116 Temporary Pavement Markings 117 Permanent Pavement Markings 118 Traffic Light Foundations 119 Traffic Light Superstructure 120 Traffic Light Controller 121 Remaining Traffic Light Work 122 Remaining Traffic Control Work Qty Unit Unit Price Totals 0 LF $80 $0 200 LF $60 $12,000 514 LF $49 $24,929 263 LF $34 $8,942 1534 LF $29 $44,486 25 LF $35 $875 350 LF $32.50 $11,375 381 LF $23 $8,763 0 LF $0 $0 0 LF $20 $0 9 EA $200 $1,800 23 EA $2,100 $48,300 3 EA $2,550 $7,650 01 EA $7,500 $0 3 EA $2,300 $6,900 0 LF $2,800 $0 0 EA $8,500 $0 1 LS $3,250 $3,250 0 LS $40,000 $0 1 LS 1 $110,000 $110,000 01 LS 1 $91,500 $0 0.81 LS 1 $30,000 $24,000 $313,270 Qty Unit Unit Price Totals 840 Hr $25 $21,000 5 EA/Mo $1,400 $7,000 1 LS $20,000 $20,000 1 LS $1,500 $1,500 1 LS $11,000 $11,000 1 LS $32,000 $32,000 1 LS $12,600 $12,600 1 LS $38,000 $38,000 1 LS $42,000 $42,000 1 LS $50,925 $50,925 1 LS $41,700 $41,700 $277,725 Summary Mobilization $0 Erosion Control $52,696 Water System $264,470 Sewer System $310,638 Drainage $313,270 Traffic Control $277,725 Total $1,218,799 Page 2 of 2 3/20/2008 00 The Retrovest Companies BUI L D E R S& DEVELOPERS November 8, 2007 Mr. William Szymanski, City Engineer South Burlington Department of Public Works c/o Planning and Zoning Department 575 Dorset Street South Burlington, VT 05403 Re: South Village Public Infrastructure Cost Estimate for Roadways Dear Mr. Szymanski: We are requesting your review and approval of the attached cost estimate for the value of public infrastructure that can be constructed within the constraints of the project's winter EPSC plan for the roadways, sidewalks and drainage system highlighted on the attached plan. The area includes: Allen Road East from Spear Street to East Fisher Lane; Aiken Street and Slade Street from Allen Road East to West Fisher Lane; and all of Dewey Lane. We also intend to build East and West Fisher Lanes. These two lanes will be private roads and are therefore not included in the attached cost estimate. The estimated value of this work is $533,000 and generally includes: • Installation of storm drains, under drains and associated catch basins and manholes under these streets that connect to DMH#5 and eventually drain into the northeast storm water detention pond; • Construction of the roadways including the final course of pavement; • Sidewalks and curbs adjacent to the roadways; and • Associated erosion control measures. Please note that the value of water and sewer lines under these roadways and construction of the storm water detention ponds was previously submitted in my October 10, 2007 memo and subsequently approved. Please feel free to contact me at 802-863-8323 with any questions. cerely; Lo Joe Segale, P.E., Project Manager Attachments 70 South Winooski Avenue Burlington, VT 05401-3830 802-863-8323 800-679-1929 F 802-863-1339 www.retrovest.com Couth Village Pi )Infrastructure Cost Estimate for Port pf Allen F 1ast, Aiken St, Slade St. Dewey Lane Sediment & Erosion Control Daily Temporary Stabilization Strip & Stockpile Topsoil Topsoil Placement Erosion Control Matting Final Hay Mulch Drainage Inlet Protection Silt Fence Temporary Seeding Polymer Blocks (Allowance) Polymer Floc Log Flume (Allowance) Inspection/Reporting Requirements All Remaining EPSC Measures Road Filter Fabric Borrow Road Subbase Road Base Base Course Paving Finish Course Paving 5" Concrete Sidewalk Concrete Curbing All Remaining Road Work Drainage 24" HDPE Storm Line 18" HDPE Storm Line 15" HDPE Storm Line 8" HDPE Foundation Line 4" HDPE Foundation Line Foundation Drain Cleanouts 4' Diameter Catch Basin 4' Manhole 5' Manhole All Remaining Drainage Work ON Unit Unit Price Totals 0.16 LS $30,000 $4,800 1.5 Acres $3,000 $4,500 1700 SY $1.00 $1,700 1920 SY $1.25 $2,400 4800 SY $0.27 $1,296 28 EA $100.00 $2,800 1200 LF $1.25 $1,500 1700 SY $0.30 $510 20 EA $150 $3,000 2 EA $750 $1,500 0.16 LS $4,000 $640 0.16 LS $65,000 $10,400 $35,046 ON Unit Unit Price Totals 5773 SY $1.00 $5,773 252 CY $13 $3,276 3612 CY $21 $75,852 962 CY $21 $20,202 935 Tons $62 $57,970 467 Tons $60 $28,020 1670 SY $45 $75,150 3778 LF $15 $56,670 0.34 LS $70,000 $23,800 $ 34b, 713 ON Unit Unit Price Totals 366 LF $49 $17,751 357 LF $34 $12,138 756 LF $29 $21,924 950 LF $23 $21,850 1310 LF $20 $26,200 4 EA $200 $800 20 EA $2,100 $42,000 2 EA $2,300 $4,600 1 LF $2,800 $2,800 0.04 LS $30,000 $1,200 $151,263 Summary Erosion Control $35,046 Roadway $346,713 Drainage $151,263 Total $533,022 Page 1 of 1 11/8/2007