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HomeMy WebLinkAboutBATCH - Supplemental - 0088 0100 Highland TerraceI hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. SIGNATURE OF APPLICANT SIGNATURE ROPERTY OR #1 ATURE OF PROPER OWNER #2 Do not write below this line DATE OF SUBMISSION: I have reviewed this application and find it to be: ❑Complete ❑ Incomplete Administrative Officer Date The applicant or permittee retains the obligation to identify, apply for, and obtain relevant state permits for this project. Call (802) 879-5676 to speak with the regional Permit Specialist. Minor Lot Line Adjustment Application Form. Rev. 12-2011 McCain Consulting, Inc. August 1, 2011 Brad Gardner P.O. Box 21 Colchester, VT 05446 tt RE: Inspection and certification, Permit WW-4-2773-1 Highland Terrace, South Burlington, Vermont McCain Project No. 31017 Dear Mr. Gardner, Septic Design, Land Planning, Surveying Act 250, State & Local Permitting McCain Consulting, Inc. has inspected the wastewater pump station, force main, new manhole and sewer line installed under the referenced permit. As the manhole location was modified to account for other recently installed underground utilities, enclosed is a Record Drawing (Site Plan Sheet 1 of 2 dated May 23, 2011, last revised 8/01/11) depicting the new manhole location. A pressure test of the force main and a manhole vacuum test were conducted by Municipal and Contractor Services, Inc. on July 26, 2011 and the test parameters were met. The wastewater pump, alarms and floats functioned as designed. A water sample for the potable water supply is being collected and will be analyzed under the standards set forth by the Water Supply Rules. With the exception of the water supply testing: I hereby certify that in the exercise of my reasonable professional judgment, the installation -related information submitted is true and correct and that the potable water supply and wastewater system were installed in accordance with the record drawings and such record drawings are in compliance with the applicable rules, were filed with the Secretary, and are in accordance with all other permit conditions; were inspected; were properly tested; and have successfully met those performance tests. Please feel free to call with any questions. � 6 '0/ � 1 Sincere , L-G Peter C. Lazorchak, P.E. Ene. Cc: Bill Zabiloski, ANR Essex YAProRcbl31'0101 TCatifieation 20114)"I.doe 93 South Main Street n Waterbury, Vermont 05676 • (802) 244-5093 Tel. • (802) 244-7492 Fax I 1 II 11 I II I u i- NOTE: CONTRACTOR TO CONTACT BEFORE YOU UO (DIG -SAFE) AND "ERIFY THE LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. 1 I 1 /I wnxi.nfn [I[NIOI I501' IOAIm I 101� M UURn I 1 I I 1 1 ula J.9< I E I I Nx a.w¢ m waRx AFRi . 10 ff R\ IIxv.NJl .JS) 1 � pRx .S PM[ilm U+wx rw-<.Nn I 1 I j E ______ -< 1 -__1 II 060UWW , _ 0. F--- , x•PE 1 1 1 1 Y'IM�Pt(J 1 1 1 1 11 IXJ\Ic xp1Y ; 1 1 Sm Nlr 9E[xxb<2 Ir u[vAml .56K £ I 1 1 ua � , 1 1 (91RA NNAL FlFv.11a W R 1 1 I , 1 I 1 1 1 1 1 Ai 0\YfMY QGJ91G 1 9EEVE MU UE A � 1 , 1 I P1C .NI N911.1N \q f , J19 J19JA\JI 1 \'w 1 Mp GLLpI 1 1 I 1 < � 1 11 5[M,ES u11P $Y.AIM 11JV MFAx NSQ! ____--- NIIp1/¢\P ppglG sx urxa a vm x I I I,m=_------'__- 1� Im=_--- PLOT PLAN SCALE: I' - 100 ® LEGEND loa ❑ b� t§ rah wl m w l7 cmmma.. 01<T/buage tole —N wpw i. GRAPHIC SCALE TopograpAy Ey�To a5 Avum.b Dahun Project Review Sheet — City of South Burlington 1. Application # 2. Street address & Project Name 30 /- - ah (arm l e / a, 14-e� 3. Type of Review 4. DRB initial meeting date ( —kg — /3 Additional Dates: 5. Lead Planning staff person to perform review Z)24 1� 6. Second staff reader ki 6 7. Other departments to Review: Staff person responsible Fire: Y / N Date Provided DPW: Y /`N Date Provided 8. Meeting with applicant on questions? 9. Staff notes complete by: Date review needed back: Date review needed back: Last revised 6/3/2013 Permit Number SD -A (office use only) APPLICATION FOR SUBDIVISION PLAT REVIEW ❑ Preliminary W'Final PUD Being Requested? ❑ Yes VCO All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the plans will result in your application being rejected and a delay in the review before the Development Review Board. 1. OWNER(S) OF RECORD (Name(s) as shown on deed, mailing address, phone and fax #) t h'V(d ge-kci ► e-l�-. e - -5 V er o N 0 3 TV,-, - ye Z/-1i �-111 2. LOCATION OF LAST RECORDED DEED (Book and page #) 3. APPLICANT (Name, mailing address, phone and fax#) 4. CONTRACT PERSON (Name, mailing address, phone and fax #) 0 ©SV f 3 R2- -';O �-- OyPS' a. Contact email address: 4A4068 AP§a4 F A0Z . 5. PROJECT STREET ADDRESS: 30 A 4lAv 6. TAX PARCEL ID # (can be obtained at Assessor's Office) 0ocl-i�o r d b O 3 () 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com 7. PROJECT DESCRIPTION a. General P�tlddi6j ject Description (describe what you are proposing): �,�x.An Gr 111VIe,1614 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):66 d. Total building square footage on property (proposed buildings and existing buildings to remain): i;1 U S`u e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine): f /y %LtS b4&lJe -alit Ag1em.',-Y- f. Number of residential units (if applicable, new units and existing units to remain): t g. Number of employees (existing and proposed, note office versus non -office employees): W> 1 h. Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): i. List any changes o the s bdivision, such as property lines, number of units, lot mergers, etc. i(Avcboete Subdivision Application Form. Rev. 12-2011 8. LOT COVERAGE (ALL information MUST be provided here, even if no change is proposed) a. Size of Parcel: ��- 1 cres /sq. ft.) b. Building Coverage: Existing %ddd square feet % Proposed L J D 0 square feet r' !� % c. Overall Coverage (building, parking, outside storage, etc): Existing 0 J v square feet Z , :5-- % Proposed , 0 square feet 2- � % d. Front Yard Coverage(s) (commercial projects only): Existing square feet % Proposed square feet % 9. WETLAND INFORMATION a. Are there any wetlands (Class I, II, or III) on the subject property? p4 Yes ❑ No b. If yes, is the proposed development encroaching into any of these wetlands Y associated 50' buffers (describe) / b 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: SQ. FT. *Projects disturbing more than one (1) acre of land must follow the City's specifications for erosion control in Article 16 of the Land Development Regulations. Projects disturbing more than one (1) acre require a permit from the Vermont Department of Environmental Conservation. 3 Subdivision Application Form. Rev. 12-2011 11. COST ESTIMATES a. Building (including interior renovations): $ b. Landscaping: $ (Please submit itemized list of landscaping proposed) c. Other site improvements (please list with cost) 1 '.5 f a 12. ESTIMATED TRAFFIC a. P.M. Peak hour for entire property (In and out): ZA 13. PEAK HOURS OF OPERATION: At � /4 14. PEAK DAYS OF OPERATION: AI/II 15. ESTIMATED PROJECT COMPLETION DATE: 16. PLANS AND FEE Plat plans shall be submitted which shows the information required by the City's Land Development Regulations. Five (5) regular size copies, one reduced copy (11" x 17"), and one digital (PDF-format) copy of the plans must be submitted. A subdivision application fee shall be paid to the City at the time of submitting the application. See the City fee schedule for -details. A4 1 4� 1J(A— NOTE: NOTIFICATION of ADJOINING PROPERTY OWNERS: Notification of adjoining property owners, in accordance with 24 V.S.A. §4464(a) and Section 17.06(B) of the South Burlington Land Development Regulations, is the responsibility of the applicant. After deeming an application complete, the Administrative Officer will provide the applicant with a draft meeting agendas or public hearing notice and sample certificate of service. The sworn certificate of service shall be returned to the City prior to the start of any public hearing. Subdivision Application Form. Rev. 12-2011 I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. 6� IGNATURE OF APPLICANT 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: lete _ ❑ Incomplete Officer bate The applicant or permittee retains the obligation to identify, apply for, and obtain relevant state permits for this project. Call (802) 879-5676 to speak with the regional Permit Specialist. 5 Subdivision Application Form. Rev. 12-2011 CITY OF SOUTH BURLINGTON CERTIFICATE OF SERVICE I hereby certify that on this 31 st day of May, 2013, a copy of the foregoing public notice for Final plat application #SD-13-17, was sent by U.S. mail, postage prepaid to the owners of all properties adjoining the subject property to development, without regard to any public right-of- way, and including the description of the property and accompanying information provided by the City of South Burlington. I further certify that this notification was provided to the following parties in accordance with 24 V.S.A. §4464(a) and Section 17.06(B) of the South Burlington Land Development Regulations: List of recipients: John & Patricia Trutor 40 Highland Terrace South Burlington, VT 05403 Douglas & Elaine Maynes 9 Highland Terrace South Burlington, VT BJ & Jennifer Barrett 47 Highland Terrace South Burlington, VT 05403 Soon & Mikyung Kwon 20 Highland Terrace South Burlington, VT 05403 Eric & Jenelle Sandberg (owners of 22 Highland Terrace) 1955 Dorset St South Burlington, VT 05403 Todd Barrett (owner of 45 Highland Terrace) 41 Pump Lane South Burlington, VT 05403 City of Burlington (owner of abutting properties to east & SE) Chief Administrative Officer City Hall 149 Church St Burlington, VT 05401 Dated at South Burlington, Vermont, this 31St day of May, 2013. Printed Name: av t d S 54 k-t,r Phone number and email : - S b vtiSQ kv fs `( co chl� �t Signature: Date: 31 .2 013 Remit to: City of South Burlington Department of Planning & Zoning 575 Dorset Street South Burlington, VT 05403 South Burlington Sample Certificate of Service Form. Rev. 1-2012 d —uc vWUU 14U1ZC rvidndgcr ucd mmun wirn, anoue iy and Foster Cowey (WWII veterans) and 10 rville f (Iraq and Afganistan veteran). ry :d around beautiful memory boards that staff created 7tos and memorabilia from various residents, along Lnd stories in their own words. Thank you to all of R.x Taps played .by George 23 51 Voland hers of All Incomes Can Access Farmers' Markets y took the top spot in the 2013 t:ocalvore Index the highest number of farmers markets, food rograms per capita in all 50 states and District of rt of the effort to ensure that all Vermonters have nods and to ensure farmers' a bigger customer market sites in Vermont -more farmers' markets —'now accept 3SquaresVl' benefits via Electronic (EBT) cards. To help Vermonters stretch their encourage new customers to try out the market, iat welcome 3SquaresVl'via EBT cards will also rest Health" coupons beginning in July. For every ners spend at the market, they will receive a dollar is up to $10 per market day. Participating in the h Burlington Farmer's Market located at SBHS, :00 a.m. to>1:00 p.m. oats-5�ts-Avoca, or text(' ! .+�.w aV VVal�la Vl. Lll Y CUE; lU� . sated adjacent to Face Memorial 560 High School, South Burlington. . Furniture, antiques, vintage, chil- dren's clothes/toys, sports equip- I ment, lawn/outdoor items, and WOODEN PLAYSET: Swings, much more. Rain date: Sunday, t, slide, fort. Must pickup. 864-2371. June 2, 11-3. s (05 / 16) E MOVING SALE: SaturdayJune 1, 9 . p a.m.-2 p.m: 39 Derby Circle. Mov- (I ing Overseas, everything, must Public Not'ieces F �„ 5 II A OF NOTE: CONTRACfCR TO CONTACT BEFORE YOU DIG (DIG -SAFE) AND VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO CCNSTRUCTION. CUTLET IYF4', rEVA-% fil)' 26 WIDE WATER EAsImulf NO CHANCES TO WATER SUPPLY - TO BE 1 i . MW ET AS PERMITTED UNDER 4-20 UPERFORM TEST TTVIERIFY THE SEWER PIPE WAS PROPERLY INSTALLED F1 TER IINIF MEI APPRO�AIC ASMED �IVDRT IS 1BASED ONALOX PFkADE CONTRACTOR TO F'ECV7A7F " I PIPE END TO DETERMINE ACTUAL PI SLOPE I" AMO MANHOLE. CONIACt DESER FOR VUR N T IT PIPE SLOPE IS HOT LOX AT CROSSNG IDRIVEWAY SLEEVE WATER LINE WAIN 91JLATE MIN A4r PVC AND N9ELATE %IN EXTEND 8' SUIT 35 SEWER LINE - RIOTO INSULATION OF EXISTING PPE MATCH FROM m =E y WATER/SEWER mcm—c SEE DETAIL ON SHEET 2 4*A MAIN -,�EASEMExi QECT1 AL BMW UNDER ENCHLAND TERRACE OR EXCAV�L__-_—_______� ND RESTORE ROAD SURFACE PER SOUTH MEN T" 5` REDuREMENtS. MINIMUM BUNA. OEPRI-TO BE 77 Upsur? ; RIGHT [NSULATTOR DIRECTLY O�Ell PIPE WITH MN*i BURIAL DEPIN Of 4V. 4' FORCE MAN TO BE SLEEVED "IN 6' PVC TATH OR APPROXIMATE LOCATOR OF SHARED PRIMARY AND REPLACE'AENT MOUND STSIENS AS PERMITTED U`41ER W-4-2773, 2AT 2 1=0 PLOT PLAN SCALE: 100' RECEIVED MAY 2 1 2013 LOT I City of So. Burlington PROPOSED ""USE (UNDER CONSTRUCTOR) IOf2 PROPOSED 2000 GALLON APPROMMAtE WSH SEAMLESS PUMP STATION WAK SIM - PUMP INVERT 445.61 446 4Af I % LOT 3 LEGEND -0:PF a- IR- 0 IF— I." SIT OKAPI M —too— 16 Rs'. I An I" b!FF' was _s_ FM F— GRAPHIC SCA-E (ry PITY) ContourInt—r.1 A,u­d OretNne IF' g" • 0�1_111 I C. t PCHAK. P.E. lt vr I, E eF30 I I LLE's, 'C�1' In- i Of VG4, -237 ED DECO CONSULTAK'P CLINNER UCCA:N L" 0137 Crulc 426" CF-,SWT 4'(*77 3CANNED wast—w M-4--t Dmaan THIS 15 SUB] CT TO PROVISIONS OR CONDITIONS USffEO IN PERMIT TFE65TH-fl-i . 11f.1.1.1.1.1.1-11 I :!�N 2 6.114 - 4141A!! SITE PLAN GARDNER CONSTRUCTION, INC REVISION TO WW­1-2773 FOR CONNECTION TO MUNICIPAL SEWER HIGHLAND TERRACE SOUTH BURLIKGTOK, W I SCALE: f = 20' AYEcCAIN CONSULTING, I DES. FNED BY: SNU _-RDJEC7r - §31017 DRAWN NO Fill 11 93 SOU171 MAIN STREET CHECKED BY GNK WATERBURY, VERMONT 05676 DATE: MAY 23, 2011 SHEET I OF 2 �VERMONT State of Vermont Agency of Natural Resources Department of Environmental Conservation [phone] 802-879-5656 Wastewater Management Division [fax] 802-879-3871 Essex Regional Office ill West Street Essex Junction, VT 05452-4695 www.se tiU e.vt.g_ov_ June 9, 2011 Gardner Construction, Inc. P.O. Box 21 Colchester VT 05446 RE: WW-4-2773-1, amend WW-4-2773 to revise Lots 2 & 3 from on site wastewater system to municipal sewer services with existing municipal water services located at Highland Terrace in South Burlington, Vermont. Dear Applicant: We received your completed application for the above -referenced project on June 8, 2011, including a fee of $105.00 paid by check #1316q. Under the performance standards for this program, we will have a maximum of 3o 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 30 in-house days, please contact this office. We have forwarded the information contained in your application to the Information Specialist for this region. A Project Review Sheet will be sent to you indicating other state agencies and departments you should contact regarding additional permits or approvals you may need under their programs. If you have not already done so, you should also check with town officials about any necessary town permits. If you submitted your application electronically through eDEC, your consultant will need to upload any revisions and send an email to Ernestine Chevrier, James Sandberg and the reviewer notifying us that you have resubmitted information. This email should reference both the eDEC number and the WW number for the project. For the Division of Wastewater Management Ernestine Chevrier Regional Office Coordinator cc: South Burlington Planning Commission Gunner McCain Peter C. Lazorchak/McCain Consulting, Inc. Regional Offices — Barre/Essex Jct./Rutland/Springfield/St. Johnsbury 06/0112011 14:44 8028621780 GARDNER AND GARDNER PAGE 02/03 June 1. 2011 Justin Rahideau South Burlington. Public Works 500 Patchen Road South Burlington, Vermont 05403 Re: 22 and 30 Highland Terrace Sewer Dear Mr. Rabideau, The DRB approved 22 and 30 Highland Terrace in South Burlington for municipal sewer. in the approval, the DRIB "that the applicant shall provide a mechanism for monitoring wastewater usage for sewer billing." in checking with the Champlain Water District, the sewer is billed according to the number of bedrooms in the home. (see attached letter from Julie Ringuette, dated May 20, 2011.) Please confirm with Ray Belair that this meets with your approval as per the Champlain. Water District letter. Thank you, .Brad Gardner Gardner Construction, Inc. Cc: Ray Belair, Zoning Administrator 06/01/2011 14:44 8028621780 GARDNER AND GARDNER PAGE 03/03 ( Pagel of 1 Hlghinnd °Tormce, South Budtngtoni, V7 Ffl, r4l" 711, 7311 2:33:44 FM From: Julh RIrgIMM JuNn,?c*t4lo,a... 444 Mt—'n c To-: 'gntlnerreulsN�h�grohoa.cam"zpnranorre:Ac:tmafQlyahoo.wm- r,.r.: lohn Tymeski �jpnnf�prwn-n?n,o�g^� HI Brad, In the City of South Burlington any proper that is connected to City Bawer but not to City Water is billed based on the Humber of bedrooms for the property. A meter is not installed until the property is hooked up to City Water. If you have any other gvestlons plea9e lei me know. Thank you, Julie Ringuette Ming Speclaiiet Champlain VVWer District Sown Sunington water 10epartment 403 Qi,n+hn Gify P1rk.Rwd Qatt; »i:;r�aton, ur i; aa3 P?ions:: iSD� wa-74p-itia Ion Phone: {$b .$gd:d9ti ............. 1ft+44%-1h,a r» AZ rr ;] n%—=l R A!1 /1A1 1 Page 1 of 1 ray From: Justin Rabidoux Sent: Wednesday, June 01, 2011 3:57 PM To: ray Subject: 22/30 Highland Terrace Ray, I am ok with CWD using the # of bedrooms as a mechanism for sewer billing at this location Justin JUSTIN RABIC)OUX DIRECTOR OF PUBLIC WORKS/CITY ENGINEER v� CITY OF SOUTH BURLINGTON 575 DORSET SrREE`r.. SOUTH BURL_INGTON. V'I' 05403 (802) 658.7961 JRABIDOUX@SBURL.COM WWW.SBURL.COM 6/2/2011 06/ 01 / 2011 14: 44 8028621780 GARDNER AND GARDNER PAGE 01 / 03 t GARDNER CONSTRUCTION, INC. P. G. Box 21 Colchester, VT 06446 (802) 862-2973 fax 862-1780 FACSIMILE TRANSMITTAL FORM DATE: 6L, i / TO: A FIRM: f N FAX #. coo / 6 2 BUS# FROM: NUMBER OF PAGES TRANSMITTED INCLUDING COVER PACE IF YOU DONT RECEIVE ALL PAGES, PLEASE CALL US AS SOON AS POSSIBLE, Lv� ate. -� 3� /I �� I z- 144 -�Ff'e e'4 C--q— OUR OFFICE NUMBERS: FAX #: (802) 862-1780 US #: (802) 862-2973 1A01, WN-90 southbuti i no tort PLANNING & ZONING Permit Number SD -A -- APPLICATION FOR SUBDIVISION PLAT REVIEW ❑ Preliminary AFinal PUD Being Requested? ❑ Yes ❑ No All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the plans will result in your application being rejected and a delay in the review before the Development Review Board. 1. OWNER(S) OF RECORD (Name(s) as shown on deed, mailing address phone and fax #) QCZc er Cons+rucfe•n Inc., P.D. box 21, Col chofer VT 05YY& 2. LOCATION OF LAST RECORDED DEED (Book and page #) Yl:, (, q (1,1 -pl. 3. APPLICANT (Name, mailing address, phone and fax#) S 4. CONTACT PERSON (Name, mailing address, phone and fax #) t$rdd h'QrdMI! P.O. AAX 11 : CoI nho- e-r. VT' DSgtl t • (901) S62-29 a. Contact email address: c6d.0ealvin4vermont. GD 5. PROJECT STREET ADDRESS: _ 1 -fk (eit d % er?- t ex— 7 6. TAX PARCEL ID # (can be obtained at Assessor's Office) o �5 p — OG o Z Z 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com 7. PROJECT DESCRIPTION op(P�rolra� . a. General Project Descril 50,6:f.' II k Afilej iv n tt VJ r I f from pr;C,-4t4. " * 4-1v, fou f h io bi +vrl Gonntc�;on f roih It Tff b. Existing Uses rope Lot 5;A51 b. # 1 � ^ Loi� * AN C c. Proposed Uses on prof remain): Lof �u d. Total building ri (describe what you are proposing): Am d + o sp-04 - (01 f c. 91J.4 on itt. S •0 0 ,,c 0 red 'Aih ♦raASlul�^f 6LAf %. Also fa C.ha4tk t0 4 MvAsG',oul J414,40 y Sever` o4-f,JC Mound. (inclu ing description and size of each separate use): Ft ,it 01 r4 stfit&l;- Garre-10yn Ave,,-OVAJ 'e I urreAlIv y44,eye( of If Z (include description and size of each new use and existing uses to 1 H0 Q i nAdkb F,` u• If- UAW b o4Vi d r i n I'4 M: v HoML � (10i ss a Oa ker ;e on property (proposed buildings and existing buildings to remain): *1 IVO 0 sr/A e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine): La I -Al Lai at Lot # 3 ` 3a' Max f. Number of residential units (if applicable, w units an existing units to remain): __ __ I I-Cfe-OkAW q4.4 PLr- 1; - MO. __ CAAA )�p - — — __ - g. Number of employees (existing and proposed, note office versus non -office employees): h. Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): i. List any changges to the subdivision, such as pro erty lines, number of units, lot mergers, etc. S an: 4arV Sesar Ar 2 Subdivision Application Form. Rev. 9-2010 O-oaf 141 0-1 1+#� 6t",f #3 8. LOT COVERAGE (ALL information MUST be provided here, even if no change is proposed) a. Size of Parcel: @ `I. I �(?1 S, y /l (. acre /sq. ft.) b. Building Coverage: Existing iq© a square feet I I 0 % Proposed l 00 000 square feet I 1 1, a % 3 - �00 3 - 3. 3 c. Overall Coverage (building, parking, outside storage, etc): Existing 5y"00 0 li6q square feet Proposed t l %I5 square feet I, a % 3 j 064 1. Front Yard Coverage(s) (commercial projects only): Existing A11A— square feet AIM % Proposed N� square feet N m % 9. WETLAND INFORMATION a. Are there any wetlands (Class I, II, or III) on the subject property? X Yes ❑ No 1.7 8.1 b. If yes, is the proposed development encroaching into any of these wetlands associated 50' buffers (describe) S z Y,,J iS 0 V ep 560 rvr^ ,�,' urbn 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, 0 0 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. Subdivision Application Form. Rev. 9-2010 11. COST ESTIMATES a. Building (including interior renovations): $ b. Landscaping: $ (Please submit itemized list of landscaping proposed) c. Other site improvements (please list with cost) 12. ESTIMATED TRAFFIC a. P.M. Peak hour for entire property (In and out): 13. PEAK HOURS OF OPERATION: /lN1 - Ale l e G � 4 „v, 14. PEAK DAYS OF OPERATION: Ue Q k J.,, s - 10 cb& 15. ESTIMATED PROJECT COMPLETION DATE: 16. OWNERS OF RECORD OF ALL CONTIGUOUS PROPERTIES & MAILING ADDRESSES (this shall be provided on a separate attached sheet and on pre -stamped and pre - addressed envelopes. The city will add the return address). o+)r) 4 )tittV_,jvn rwLti.... 17. PLANS AND FEE Plat plans shall be submitted which shows the information required by the City's Land Development Regulations. Five (5) regular size copies, one reduced copy (I I" x 17"), and one digital (PDF-format, on compact disk) of the plans must be submitted. A subdivision application fee shall be paid to the City at the time of submitting the application. See the City fee schedule for details. Subdivision Application Form. Rev. 9-2010 I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. C. —�&� SIGNATUAE OF APPLICANT SIGNATURE OF PROPERTY OWNER PRINT NAME Do not write below this line DATE OF SUBMISSION: I 1/I !U I have reviewed this preliminary plat application and find it to be: 5 Subdivision Application Form. Rev. 9-2010 January 5, 2011 South Burlington DRB c/o Ray Belair Planning and Zoning 575 Dorset Street South Burlington, Vermont 05403 To Whom It May Concern: Gardner Construction Inc. is hereby requesting a partial withdravNal of our application SD#10-35. We hereby seek withdrawal of our request from Section C-1 regarding "a minimum of thirty-five percent (3 5%) of translucent windows and surfaces should be oriented to the south." We are submitting a revised plan for connecting to the newly installed municipal wastewater as discussed and request that this be on the January 18, 2011 agenda. Thank you for your assistance in this matter. ,Sincerely, rad Gardner Gardner Construction, Inc. 1 A1Ii iFIytMER ❑I S I I I I i I I I I 1 1 •� I --'� IPF 1 � I n PROPOSE M,7µN011 A !, SEE GET SIfEET 2 OF i I n II J NOTE, e CONTRACTOR TO CONTACT BEFORE YOU DIG (DIG -SAFE) AND VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. ^FJ (3� 1 7.1* ACR TAT 1 ES 1s� ' - 54i ACRES I ACRES - �--�- SrYI * - _ PLOT PLAN SCALE:.1• = 100' MANHOLE pl r--.-- �— RIM ELEVATION 455.2' I EXISTING 1 I OUTLET INVERT ELEVATION 450.7 I DRILLED I LOT S I WELL I 20 NOTE WATER I EASEMENT 1 I £ 1 CATCH BASIN I F I NO CHANCES TO WATER. SUPPLY - TO BE - ,/ RIM ELEVATION 455.7' I BUILT AS PERMITTED UNDER WW-4-2991 CONTRACTOR TO PERFORM TEST I i _��• _ _ — EXCAVATION TO VERIFY THE SEVER PIPE WAS PROPERLY INSTALLED Jahn h PolO'ici. "r It rclolz NSFORMER _ _... _ __ - - - -_ '" -- - -9111LD1NG ENVELOPE 1 ¢ 11 I 4 - ' r ---- 1 £ 1'PE I TRANSFURMER I 455 1 ATER LINE I I MTC 3 I APPRO ATE END OF EXISTING LINE. ASSUMED INVERT PROP HOUSE I ELEVA IS 449.2' BASED ON A 1.0% ADE. CONTRACTOR TO 1 1 (UNDER CONSTRUCTION) I EXCA ATE PINE END TO DETERMINE ACTUAL PIP PRI 1 1 LOT 2 ING THE MANHOLE. CONTACT DESIGNER FOR AD 1 I II M E INVERT IF PIPE SLOPE IS NOT 1.01 11 £ 1 I I 1 1 1 I AT DRIVEWAY CROSSING I �11 II I I SLEEVE WATER LINE NTH. 1 I I PVC AND INSULATE WITH 4• EXTEND 8•. SDR 35 SEWER LINE - RICID INSULATION I PROPOSED 2(b0 GALLON MATCH GRADE OF EXISTING PIPE FINISH APPROXIMATE 1 I FROM MANHOLE 01 1 1 GRADE ATE FI • SEAMLESS PUMP STATION SHO1 I PR OSED I 1 455' - 448' PUMP INVERT W45.1Y ' 0 WAY 1 ' .. I Z_\ I WATER/SEWER CROSSING SEE DETAIL ON SHEET 2 - _ l.--.Y --� - - -•'��" 4FU t/ _ - .. BUILDING EN L a__:_ - -� FJ1f'�• EM � - FORCE _ 1 - SEPTIC EASEMENT -USE DIRECTIONAL BORING UNDER HIGHLAND TERRACE OR EXCAVATE I o AND RESTORE ROAD SURFACE PER SOUTH BURLINGTON PUBLIC_WORKS V 1 �� PR D 1 REQUIREMENTS. MINIMUM BURIAL DEPTH TO BE-T-OR.USE 4. OF I 1 RIO) INSULATION DIRECTLY OVER'PIK NTH MINIMUM BURIAL DEPTH //'../ 1 ay LOT 3 OF Of.. 4' FORCE MAIN .TO BE SLEEVED NTH 6• PVC NTH OR "I WITHOUT 1 INSULATIOt4rj' LEGEND Q° Iraverse painl - �TP-I (C PF Iron PiF! found O-j IRF Iron ra fwnd V Water !huf off valve U Sewer -Mole Slam train �3❑ V water ; Rol off vW. Gas sh, f off valve Drilled !ell I00 f0' can arcs 2' cant tree [in• — — ProperI Tine — Right a way line. > Ditch/d amage swole -- $ Sewa Ine ---------. Septic —ent — FM Pace nmin —W Wales I,e - GRAPHIC SCALE �( IN FEET) m I inch - 20 ft. Topography by Total Station Contour lnle"ctl Assumed. Datum EXISTING �Y DRIVFW VIEW Y, —"� _�\• /I PROP j I PETER C. LAZORCHAE: P.E. VT P.E. 8530 Y: ,Cedd' 3I000's' 31U17dvr ` 31n17, dwc MAY 0 6 20" City Of SO. Burl: SITE PLAN I FGARDNER CONSTRUCTION, INC REVISION TO WW-4-2773 CONNECTION TO MUNICIPAL SEWER ACE SOUTH BURLINGTON, VT =BY:GNM McCAIN CONSULTING, INC. OJECT.: #31017 93 SOUTH MAIN STREET WATERBURY, VERMONT 05676 DATE: APRIL` 26, 2011 SHEET 1 OF 2 1.0 GENERAL 1.1 Work lu be Dane A. Furnish and mslad approximately 40 feel of B inch SDR 35 PVC sewer line. B. Furnish and udstnd one (1) concrete manhole to goods. CLocale all underground utilities and structures necessary (o do the work. E_ Notify the Engereer in advance whenever an existing pipeline conflicts with the proposed lamims of the work. €. Perform all necessary tests to show satisfactory installation of the project companenls. Perform project startup, 1.2 Submittals. Required A. The contractor, shah bent a complete crostrurlon schedule which will orlude the start and finish doles of the work items inSection 11 and (ailing requirements Section 40. B: Submit monulacb s rut sheets for all loping to be installed. C. Guarantee The Contractor shall provide a wnllen guarantee to replace any colecive part or Paris supplied including hhur, without charge for one (1) year starling 1-the date al the inspection and slart-up 2.0 PRODUCTS 2.1 Materials General A. All ppe delivered to the lob site shill be clearly marked at tie factory with tho class of pipe, the anulacturers identification, and all else as required by the codes standards and specifications relayed to under this section. Emission of the information will be cause fa rejKtm of pipe. B. Caps and Plugs - Woterfight and producing the sarne'jolnt cmditims as the pipe on which the cap or plug is placed. C. Foundation - Except as otherwise specified far specific piping mol.ids, crushed slme foundation material shall confarm to the requirements of Type C fell as specified. 2.2 PVC Sew. Pipe A. Sewer pipe and fillings shall meet the requirements of ASTM Spetificolion 3034 list SDR 35 pipe and conform to State Standards for sewn Pipe. B. The pipe shad be colored gran far in -ground identification of sewer ppe. C. Provisions must be made for construction and expansion at each loyal with a rubber ring. The bell shell consist of on nlegrol wall section with a solid cross-mcbm rubber ring, factory assembled, securely locked in place to prevent displacement during assembly 2,3 ec Prast Concrete Manholes A. Concrete manholes will be built to ASTM Specification C748-88 B. Concrete shell be 4000 PSI conrrele, 28-day strength. C. Steel reinforcing shill meet ASTM specifications 0,12 sq. in Per vertical fool. D. Flexible manhole s.eeves for sewer pipe connections shall amlorm to ASTM Spec'ficubm C'.-923. E. Sealant between coo le sections and Irames shall be a minimum 1-inch butyl Ohl sholort meeting the requirements of ASTM Specification C-990. F. Materials used in homes and covers shall meet or exceed ASTM Specification A48-76, Class 30. C. Ladder Is to be steel reinforced copolymer propoleyoe. 2.4 Fill Materials A. Type -A - Crushed Grovel - Crushed gravel shall consist of hand, sharp, dean materiel. It shall he free from any cmmd.oble amount of flat, laminated or elongated particles and shall be free from Atolls, clay, times One, dolomitic materials, shale or other dolelerious matter. The crushed stone N gravel shall be supplied graded as follows Scree or Sere Size Percent Passing by Weight 2 inches 100 $itches 90 to 100 No. 4 30 to 60 No. 100 0 to 12 No. 200 0 to 6 B. Type B - Sand 1. Sand shall be dean, had durable, uncoated particles of quartz or other rock, free from lumps of clay, soft or flaky malerrd, loan, organic a other deleterious malarial, In no case shall sand containing lumps Of frozen material be used 2. Said shah contain not more than 3 percent finer than No. 200 sieve, using AASHTO Method T-11. 3. Sand shall be udlormly graded Iram coarse to fine and shall meet the following gradation requirements: Screen or Sieae Size Percent Passing by Weight � inch 100 3/flinch 85 to 100 Nn4 60 l0 100 No. 16 35 to 80 Na. 50 10 to 55 No. 100 2 to 10 4; The above gradartion represents the roil ...ne limits, which short determine suitability (of use from all smrres of supply. The glaciation from my one source shill be reasonable, uniform and not subjectto the extreme percentages of gradation specified above. C. Type C - Common Fell I. Type C Common FN shall be clean, free from lumps of how ma(.ia, cloy, soil or flaky ,intend, Imm, organs or rather deleterious manorial. 3.0 EXECUTION 3.1 Pipe Installation - Gen.d A. Unless otherwise specified in these specifications, on the drawings. or directed by the Engineer, provide bedding under the pipe of a minimum of six inches of Type B Sand fill fa all policies. Install pipe add fittings so that there will be no deviation at the pints and so that inveis promi a smooth surface. Pipe and littngs, wheat do not fit together to form a tight lilting pink are not permitted. C. Whenever pipes require culling, a enrol culler, hydraulic pipe ad(er N pipe saw, mt,,fc,tory to the Engineer shot be used. Culling pipes will) a cold chisel or cold cutter will not be allowed. 0. hsloll pipes or the locations and to the required lines and grades as shown on Me plans, using an approved method of cmbd. E. Main lain the excavation free of water during the progress or the work. No pipes shell be told inwater, nor shall there be my pals made of, in water. No separate allowance for pumpnq of otherwise removing water will be made. AN slides or cave-ins of the trenches a m cuts shall be remedied at the expense of the CmlraClm and to the satafnclim of the Engineer. F. Maintain deanlness of installed pipe and fitting interiors Ihawghout the work. Plug ends wlren pipe installation is not in progress. Drainage of construction excavations through new pipes is prohibited. G. Preparatory to making pipe pints, all surfaces of the porhons of the ppe to be Tainted, ar of the factory mode jointinq material, shag be dean and dry. No jointing of (he pipes will be permitted n a wet trench or wet excervalion. Gaskets, lubricants, primers adhesives, etc., shall be installed and used as recommended by the pipe or joint manufalurer's specifidbms. Caskets and other pintinq materials shall be protected from damage of elf times. Gaskets and pining materiels shall be inspected before installation of the Pipe, and any loose or improperly affixed gaskets and jointing materials shall be removed and replaced to the satisfaction of the Engnee. The pipe shall be aligned with the previously resided pipe, and the pint shall be inspaled to be sure that the pint has been Properly mode and. is tight. If. .while making the joint, the gasket ar jolntiq mat.icis became loose or misplaced, the pipe shill be removed and the joint remade to the satisfaction, of the Fngneer. The joinis shell be made In o workmanlike name, so as to obtain the degree of woler tighlness required. H. Firmly compoct buckMl molend around the pipe. Cover the pipe and compact by hand a.mechanical tumpng to a pool 12 inches above the tap of The pipe. The balance of the hdi to the top of the trench shall be compacted by mechanical (coping or by means of vibrators, sulsjecl to the approval of the Engineer. Jetting and priding may be Permitted with the approval of the Engineer only, and in compliance with the various other sections of These specifications 3.2 Sew. L e o Face Man and WaterLiCrossov.s A Sewer force or crassing water Ines shall be lad beneath the water tire with at least 10" of. vertical separation. If the sewer line must be laud above the water line, then: 1. The sewer must be codetructed to water line standards (ASTM D2241 IN SDR 26 pipe) fa a minimum distance. Of 20 feel to tither side of the water line. 2. The crossing shad be arranged so that one lull length of sewer line is centered over the water line. 4.0 TESTING Vent 1.1 Testing Burred Nm-Pressure Pipe A. Geerd: Slope. grant away from nsel L Tests shell be <mtinue4 by and at the expense m the fight toc tar render retortion the the Engineer. [ON AS PER PLM Tests shall be rmlinueA hold all Isles have been made light la the nlisfncnan of the Engineer, WAwN 2. Conduct tests after trench is hackMled. A I12 FOOT B. Gravity Lines: l COARSE GRAM& 36• Diu. (3" Wall) Concrete I. Inldtratian- Test the lines for infiltrationinfiltrationby measuring the flow, tithe completed line. Measuring 4^Rxpp _ RACAU11 Riser 12" High Cost-h-Place instruments and labor shell be provided by the Contractor. No infiltration Shull be acceptable. If any pint u1SUAna1 Poly IV Booted Connections shows leakage it shell be repair d. - ANE.RE BORUAE 2. Ext(Typ. of 3) dtratlon - Test the lines fa exMtrol on b hydrostatic or or last.. The h - Y ydro hydrostatic wan. tests shill IS LESS NAN Consist FEET 3131 af. Minimum of of 2 feet Of bend aver upsbm 12'eaend. Inlet / b. Minim, of 6 1.Al .I hand avc.. downstream end. xan..I/1 PwE gAIAE mR Tmc y A �:e';Iva ,is van; =e Intel I. Adpsl head oft a hour '"' �- 'geE1 tR[ d, Measure lost f t rk'nq next bar _ / e. No exliltratio, N be acceplabl, X 3. EMI ohon testing by p es.ualrol air shell he ding la the Raasc e, Plaed- and the (olI t: - C. Hard 4.0 psi greater than average groundwater back pressure with no pressure Mop !N 10 n n des. -_ PPE TO BE BEDDED I For , Mains I _ 2d w Pr" casoE0 SiONF I. Perform a hydrostats pressure lest .-�1 tf Pump o. Minimum 50 psi at the high point in the line b. Minimum 2 hour "duration ratan SEWER TRENCH 6 Sloped Filtet m c. Maximum allowable pressure pressure MNCH DETAIL op is 5 psi total To CHSCA- Ji I41- 2000 GALLON SEAMLESS PUMP STATION - (NOT TO SCALE) USE HEAVY DUTY CAST IRON FRAME 6" TOPSOIL mN 26' COVER ON ELAStCMER TINC WATER -SEWER LINE SEPARATION NOTES I C ingMARKED VWW s: A. Ha'zanlul ieParaUa+� I. .,earer rrnssrug wales mains shell he hid booGRADE pITOaSID loll EIEYAII011 457.Jth I. vev. ers shall be laid at least tell feet horizontally the water main with at least 18 inches tim�� l - from any existingor proposed water main. The deamce helween the Outside of the sewer and the distance shall bemeasured edge to edge Outside of the rate mair. COMMON FILL 2. Where -imports ibIs 0,pracl col. due to ledge 2. 0. it s wnposshle to montan the 18 inch20" MINIMUM I" OF RIGID INSULATICNN boulders or other d 5ual conditions, to maintain the verlrz'd mptarolnn the rrossing shall be arranged so LADDER ALL IRLETS, OUTLETS TO er WATER -TIGHT. on fool a ale' WATER LINE aSE RUBBER CASXETS EXTERM aF MAMIDAE pipe hwizantol separation telwem That one full length of sera ppe a centered above or SEVER LINE e� StRLL to BE BINNIIIOUs COATED. sew d water Ines, the rotor line may be in a below the water fine with sewer pinks as far as O O - 5" SUIT 26 PVC: SLEEVE UNDER DRIVES separate bench on on u'dsturbeJ earth shot( in poseble hoer wart. Vinls. the lower tech provided that the but(- of the 3. The sewer pipe must be rmslrated to the woler To tAl DEPTH water line is at least 18 inches above the top of the mach standards far a minimum distance of 20 feel 18" MRIIMUAI AS PER Peens O f --� 6" IHINIJM wrow Wen, er Imposshle or impractical to maintain either side of the crosserg or a total of three pipe 18" MINIMUM (��) the IB ch w,tr at separation. the sewer line shah be lengths. whirhever is grnluv SAND COMPACTED IN 6" __ 6" INIWkIg LIFTS FOR SUPPORT constructed to nwmol water Ine standards and - 4. The section crosnacted in water main standards Q O pressure tested Ja 50 psi far 2 hours prior to must be pressure tested to maintain 50 psi TO, 2 SEWER LINE WATER LINE 24 ---� backlllinq. No Ieokage shall be allowed far this test. hours without leakage piar to buckf ting beyond one IOut above the pipe In verify water n bran to to. FORCE MAIN TRENCH DETAIL 5. %el a water macrosses under a mower, meditate slructurol support shell be prowled fa the FIT Mvmt 45L�' - (NOT TO SCALE) sewer to prevent damoge to The wat. man, and the WATER -SEWER CROSSING c� �u CTM TO XUPAM kil To �,D joists of the sewer fine shag be nursed m concrete. (NOT TO SCALE) BOOTED CONNECTION 4B" MAN4gE qwH uon4xa-BOOfED CONNECTION O ARRANGE PIPES TO MAXIMIZE DISTANCE BETWEEN CROSSING AND PIPE JOINTS. SEE WATER -SEDER LINE SEPERATION NOTES 12" OF 3/4" CRUSHED STONE MANHOLE (NOT TO WALE) F-- DETAILS GOARDONER CONSTRUCTION, INC�REVISION TO WW-4-2773 CNNECTION TO MUNICIPAL SEWER HIGHLAND TERRACE SOUTH BURLINGTON, VT y =SJH WCAIN CONSULTING, INC. ENGINEEI:: OJECT : J'31017 PETER C. LAZORCHAK, P.E. CONSULTANT: 93 SOUTH MAIN STREET VT P.E. 8830 GUNNER MCCAIN LD-B d237 WATERBURY, VERMONT 05676 Y: cnaa 3JDDD arol� all 31, CEEsswl 10 77 DATE.- APRIL 26, 2011 SHEET 2 OF 2 AS MA FA* wil-w* southburlington PLANNING & ZONING MEMORANDUM TO: South Burlington Development Review Board FROM: Cathyann LaRose, AICP, Associate Planner RE: Agenda Item # 4, Gardner Construction DATE: December 29, 2010 Final plat application #SD-10-35 of Gardner Construction, Inc. to amend a previously approved three (3) lot subdivision. The amendment consists of: 1) revising condition 8 of the December 5, 2006 final plat approval decision to reduce the amount of translucent windows and surfaces oriented to the south, and 2) connecting two (2) of the lots to the City's sewer system in place of on -site septic systems, 22 & 30 Highland Terrace. A copy of the 2006 Decision is attached. Section C of the SEQ chapter of the Land Development Regulations, Residential Design, states that: (1) Building Orientation. Residential buildings must be oriented to the street. Primary entries for single family and multi -family buildings must face the street. Secondary building entries may open onto garages and/or parking areas. (Special design guidelines apply to arterial streets). A minimum of thirty five percent (35%) of translucent windows and surfaces should be oriented to the south. The criterion above states that buildings MUST be oriented to the street. Staff advises that this portion of the criterion should not be waived. Furthermore, the plans submitted by the applicant meet this criteria. The second portion of the above criterion relates to window surfaces which SHOULD face south. Upon review of the South Burlington Land Development 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com Regulations specific definitions for the words "should," "shall" and must, and also subsequent legal consultation, the City Attorney has stated that the word SHOULD is merely a recommendation and cannot be mandated by the City or the Development Review Board. Therefore, the applicant is under no legal obligation to ensure that 35% of translucent windows and surfaces face south. Staff is awaiting a written statement to this effect from the City Attorney and should have that for the Board by Tuesday's hearing. The applicant is also seeking to connect the proposal to municipal wastewater rather than on site septic. The Director of Public Works has reviewed the plans and provided the following comments: We have reviewed the referenced plans (dated 11-9-10 by Champlain Consulting) and have the following comments to offer: 1. The 1,500 gallon pump station, 4" force main and all associated parts, motors, etc. are to be private and will not be publicly owned or maintained. 2. Detail 2, note 4 on page C-3 shall have the following language for pavement restoration — Pavement patch to match existing section or to be 2 '/2" Type 11 base and 1 '/z" Type III top, whichever is thicker. Staff recommends that the Board approve Final Plat application #SD-10-35 subject to the two conditions from the Director of Public Works noted above. No changes are necessary to the stipulation in the original decision with respect to the residential criteria, as all pieces which are required to be met appear to be met. 1 / 1 t I C-1 I EwsTWc 5NH i PoN - 430.7d: NV. - 434.7t i - SEE DETAIL 7-..._/C-, 3 1 I 1 CONTRACTOR SHALL COORDINATE ALL WORK IN THE HIGHLAND TERRACE MGHT-OF-WAY WITH THE I CITY OF SOUTH BURLINGTON DEPARTMENT OF PUBLIC WORKS 1 1 I i 1 I 1 I I I I 1 i I LEGEND O CONCRETE MONUMENT A TRAVERSE PONT O IRON PIN ®. ETOSANG DRUM WELL Tp-2 0 TEST PIT TREE UNE -_.--'.'--426.- ._..... _... DGWING CONTOUR NEW CONTOUR —: E 3 --- NEW SEWER LINE DIY M—FM SANITARY FORCE MAN —UG—UG—UG— UNDERGROUND POWER —W W W— NEW WATER SERVICE LINE —SF SF —SF -- SILT FENCE E)(IST1NG PROPERTY EWES ww� NEW PROPERTY LEES — - WETLAND BOUNDARY . WELL SHIELD STONE WALL — — — — — — — BUILDING ENVELOPE 1 1 1 1 I I 1 I NEW 4 SDR- POSED 1, AND % f PROPOSED I SINGLE Q FAMILY HOME AMIL — NEW WASTEWATER -- — 1 GS+osAL EASMENT 70 1 EIF3IEFlT LOTS 1 h 2 z' �-' - .t1 s FCR ENTE. (2)�4' TRENOSAL SYSTEM �wESGATER DISPOSAL JCTSfEM WI 1 1 ?(( rl� 07 { f /f .t1 s FCR ENTE. (2)�4' TRENOSAL SYSTEM �wESGATER DISPOSAL JCTSfEM WI 1 1 ?(( rl� 07 { f /f 03t! I I + 4' D A. SDRf35 PVC f1RpA NEW 1 FTC N. SLOPE r9 Il I / NEW CO TR PAS AND/ wRPt� AL roA r /! !! p / !! ! !( r SETA BePROYM f NEW RE90ENOE CONFl!TP-4 ( 11 TP-s( ! %( 1 1 1 !Tp-1 ! 1 }I 11 NEW 1,500/GALLON PRECAST uw}CRETE/PIMP ISTATKRI WITH PRECAST CONCRETE ACPESS I 1 RISER TO GRADE / PROPOSED SINGFAMILE NONE fl I I f / /--✓ r r � - �-J j ��\ it t _i — HYPOTHETICAL HOUSE SIZE AND LOCATION. ACTUAL SZE N/D NOV fy�ppgy®R LOCATION MAY DPiER WITINN 6 ®4! V 1 L6I Ao BULDII ENVELOPE, TYPICAL INSTAL NEW EROSION CON1ROl 9RT FENCE RECIPROCAL WAS1EWAlEA EUIIDRIG ENVELOPE PEA DETAL GSPOSAL SYSTDI EASEMENT TO BE MSOLYED WASTEWATER DISPOSAL PLAN SCALE 1" - 2Cr IOILALl1l11T ALIBI DAY DF Me! Pelt vain 8 NO= 0m' 1) is T{/11 euuwla w I4 7Y IR I.e Lot 1 - 4 badman hams - 3 bedram. x 140 gpd + 1 bedroom x 70 gpd - 400 gild Appllmthw rote- z0 gale/wq.ft./day (Using filtrate effluent) 245 eq.tt 2 gp eq.it Use mound aYet- With (2) 4' x 31' Disposal Trenches - 245 sq. N (Preecrlpti. Approach with 24' to SHGWT- TP-6) PRY lrAIM O1:7y4 Daalp Olq nee 2 war • 710 tin per eft - 420 We ay let I 9) AYargk DAY Flees - 420/1,440 min./day - 0.202 gpm Peak nest - 0.292 gpm x 5.0 peaking factor - 1.46 gpm Wastes pump" nePlt'AlMlte - 4' force mar; Y.5 fps minimum velocity - 100 gpm - Static Head - 10.0' - At 90 gpm, TDH - 375' x (0.52/100) +10 - 11.95 pm - At 100 g, TDH - 375' x (0.64/100) +10 - 12.4' - At 110 gpm, TON - 375 x (0.75/100) +Ro - 1z5' Piny S eeYaW - Simplex-brrlenmb Hydrontatic sewage pump S4F-2-9HP 230 not - 100 GPM O 12.4' TDH - Does - 400 gdions - Approxlnate Run cycle - 400t gala/100 gpm - 4 minutes Wnrw sbmw - 420 gallon. SYl . PfeIMl1! - 1,500 Gullet Pump Station - 749 gale provIded aria aim - D O W CONTIot. 1. Gerard Net - a. The Cmtractr Mall -."at and maintain all —pan measures In accordance with Me'Vermaml Hmdbo* for Erosion Prevention and SWIrwmt Cmtrd.' 2 Conelmction Sequenm a The Contractor Mal be nwponabl. far -tablishhq all ..ion control maawar- delhwald an the plans and my oddilional m4.enr- that a,, n wwwwory to min", —I- The Contractor Mall have mo ion contra materlas and Installation egwpmmt on aH..t al it,- b. Sit fenea Mal be instated along the base of the in depes. This Mal remain h place -tll the project ate hen been stabillLW. Install et-. chock dome In grass-MW a-les to prevent all from washing Into the drainage systom during conetnrctian. Hay bout MW be rennmwd when vegetation 1.-t.blished. a Duet shag be controlled through the application of calcium chloride or sot.. d. Excavated materid Ron earth 4—tlon and ditch digging shall be deposed of offale or used for ")ict 41 material If delrminad -[table by the Oenae, Representative. a All temporary erosion control inwasm- raWked for my Proposed winter Berk hdl be Impaled prior to October I. Thews memurow shall be h place prior to the commencement of my Its work ar e.th-movkp. S. Temporary M— - a Store Check Dom - Shall be Placed according to Stme Check Dean detail. Check Dons Mall be rpa1W r replaced - neednes ed. Ovegetation 1. established and the dame re no larger -add far erosion central, they may be removed. Sediment deposit. Mall then be removed and paced In on .0-4 area where in- 1. rw danger of further eroelan. b. Sit Forces - The at fens- Mot be constructed In accordance with the construction dotal. The fence "I gmeilly be placed 10 feet Ran the tee of the slope or as Mom an the plan. The ends of the hnce Mall be placed uphill to form a horaeMm Maps to trap al wan ff. Graphic Scale City of So. Burlington feet 20 0 20 40 60 80 The wit fences Mall be kwp-1W per odkdly for damage . busdup of sMYnent. After the finished grade has bean sat~.d and the Wilber spread, plant the spedRe weed mlvture all work firmly Into the wall. Apply eeed m the prep-W All damaged Olt farm shop be red or laced. Sediment ag rya ry apmlts Mal be seed bed Me, ,Ppg„ed m.Manioa $-d.ra or nydro...dIng weument spin removed from the fence as they —Wt. all placed In on where men is no cymppation of the above plart'mg pw ti n.. roll all e, leaving the -race of all deem. of Warmer erosion. oreaa true to gads, emaoth, and free Rom hall-. - other IrregWoritbe. a Erosion Matting - Erosion matting Mal be placed an all gross-Hn d -des with prof. ThamghlY water all .wily pk td rem isen dlatdy oft. pk tl.g estop a fine spray. Protect bmb and swdas from erosion end repair wrmlan that ocaen. Banks, grades excaedhg S.OI and shall be plwaW all mahtainW h accordance with thw sholl ar seer graded arwae that haw been washed out or have became damaged Vermml Agency of sportation Standard Specifications Section, 654 and 751L07. Mall repaired tg y. approval granted by me Engineer to plant d. Dust Cmtrd - During cansbuetbn, dust win be cmtrN W with water dhtributd conducted n as gRl M wont pr- only during me period from Aprlt 13N'to we be OctoON season, se Seeding bobs phone of the work hex Seadhg and not by a tack-mountod yroy bar. M me dkecUm of the Engineer, Calcium ChlrW, prose s d not Int th o progressed aumcisnBy and mall not Interior* with the prat- o/ work AASHTO M I" or Sodium CMorMe M 143 may be used. a All stocWe material (topwff. barrow, eta.) wet a have a hay bale dike or at fence After seeing, mukoh Mall be eppRed at a rate of 2 tons per ace. constructed —4 the psrknet.. Seed ad mulch sbakpll. material as ,con m sif po-ble to prevent wall wrosbn and sedimentation off e. Locale wtodpl- on ma 5. Winter Construction uphill skis of dlslurbod areas, if possible. During windy conAtkaa, stockpRd .Wmal Moll be -+vend or sat.ed appropriately to prevent wind erosion, a If due to the project schedule, omstmotion during the winter months is newsry. Me contractor tom follow Me winter cmwbue Procedures o Uhed In the L Slopes gnat. than 1:3 Md1 have erosion am" netting Installed to st.blire the Vermont Handbook far Erosion and Sediment Prevention Canby an Construction Sit-' stye and rectum me aroelm potential. Install nettIng over mWOW topes so mat all parts are In contact with the woe and mulch. Ph nstthg an she stoples 3 feet 1. Mhknl. disturbance belssen October and May. ac. to ensure full bonding with was warfare 11. All .vela. control meo-rm "I be In plow prior to the ground Ir -hg. 4 Permanent M.— III. Mulch Mdl be applied to al dlsturbd sea at a rate of 90 pounde per 1,000 tt. square The Contractor Mall maintain al areas that are mulchd unt'1 a Grass UrW Swam - M weeks that are not store-IInW MW be topwaRW, mWd, permanent vegetation wan be A.Mished. fertf:W and WMd. Any arwa him Mows signs of er-lon Malt be r .-&d Immediately and maintained until permanent .9staton is established. 6. Maintenance, Guarantee and Acceptance a The Contractor Mall be reap -Win. far the can and molnt-m- Including wat.bg b. R-teratlon - A, soon as construction is m copieted In a given area, It Nag be of saedW arwas. ants the seedkp In Impacted and and acceptby the O top-Red, weeded. fanned and m.1cied. b. Res-dIng MW be dons unto all areas an canpletoy eov.ed with a mature tend The topsoil whop be submitted to the Ext-.ion ServIce far undysia Fertilizer Mall of grass. An area Mall be cmeM.W mvard when the entire surface contains a be applied at approximately a rate of 400 pounds per acre depending an was durms stand of gross. Are- that. in the opinion of the Engineer. Oro amdyels. If nnces-M time $hall be applied to the tapsos to produce a wall PH of prodaminanUy, weeds Mot be plowed uRV fine graded. fertlbed and r-wWW h the ypoxlmately $.a. anner pacified provk..l ; a- Ling caution not to muse damage to raw or «Wing Plant materld. a Maintain and guarantee all weeded re- until acceptance. �d U) OM •�z ,°4�� 8 OS W � ago 1--'1 mU C13 0 U 8 Sg- OF yST' S. * NO. 6745 CIVIL O� z O z �j o z H O E-1 � a z w w O H z Q U) O a z tom; z V ~ H x E. Uk p 0 DRAWN CCE CNE KED MEC —A- l. -20' DATE 11/10/10 doe ... 25168 EET C-2 OF 3 SHEETS P.O. Box 21 Colchester, Vermont 05446 802-862-2973 Ray Belair Zoning Administrator 575 Dorset Street South Burlington, Vermont 05403 Dear Mr. Belair: RECEIVED APR 2 5 2011 City of So. Burlington Please extend our Highland Terrace sewer application until May 17, 2011 due to the engineer's inability to complete the "as-builts." Thank you, Brad Gardner P.O. Box 21 Colchester, Vermont 05446 802-862-2973 Ray Belair Zoning Administrator 575 Dorset Street South Burlington, Vermont 05403 Dear Mr. Belair: Please extend our Highland Terrace sewer application until May 3, 2011 due to the engineer's inability to complete the "as-builts." Thank you, Brad Gardner RECEIVED MAR 10 2011 City of So. Burlington Page 1 of 1 ray From: Charlotte Gardner [charlotte@livingvermont.com] Sent: Friday, February 04, 2011 12:42 PM To: ray Subject: re: yet another extension request e Fill copy Dear Ray, Please extend our application for the Highland Terrace sewer again. We are still awaiting the "as -built" so our engineer can compete our portion of the work. Thank you for your assistance, CU—lwe, Charlotte Gardner IN w4i"43-44 Charlotte a,LivingVermont.com www.LivingVermont.com Cell: 802-324-2456 Office: 802-862-2973 Fax:802-862-1780 2/4/2011 Page 1 of 1 ray From: Charlotte Gardner [charlotte@livingvermont.com] Sent: Thursday, January 20, 2011 2:28 PM c� To: ray acopy Subject: re: extension 1 Dear Ray, Please extend our sewer application for Highland Terrace as the two engineers have not communicated yet. We are working to get the engineering done as quickly as possible. Thank you for your understanding! Charlotte Charlotte Gardner 1.7 119 Charlotte@LivingVermont.com www.LivingVermont.com Cell: 802-324-2456 Office: 802-862-2973 Fax:802-862-1780 1 /20/2011 ray From: Charlotte Gardner [charlotte@livingvermont.com] Sent: Monday, January 10, 2011 1:39 PM To: ray Subject: re: extension for sewer DRB meeting Page 1 of 1 M fill con Dear Ray, Please extend our request to amend the sewer plans for Highland Terrace from January 18, 2011 to the February 1, 2011 meeting. We are awaiting the completion of the engineering on the changes. Thank you, Charlotte Charlotte Gardner REALTOR w. GAS G.E Charlotte(KLivingV_ermont.com www.l,ivins!Vermont.com Cell: 802-324-2456 Office: 802-862-2973 Fax: 802-862-1780 1/10/2011 RIE COP Lot # 30 Highland Terrace. 12-4-10 Key Building and Energy standards from Gardner Construction. We use Effective insulation systems All the windows installed will meet or exceed the current Energy Star standards. All windows will be sealed with expanding foam to ensure proper air sealing Attic Minimum (R-38) loose -fill cellulose: Basement Walls unfinished (R-10)rigid foam board: Basement Walls finished (R-13) batt insulation in a 2X4 wall Exterior Walls Description (R-19) Under Slab (R-10): • High-performance windows and doors U-Value of .30 or better SHGC of .40 or better • Tight construction and Air sealing During framing: Use sill seal between foundation and mud -sill; caulk framing to concrete where sill seal is not tight to both the concrete and the stud wall (such as a step up in the foundation wall.) Seal rim -band to mud sill with caulk or minimally expanding foam. Seal all plumbing and electrical penetrations in rim bands with minimally expanding foam or fire -rated caulk. Seal rim -bands to subfloor and subfloor to bottom plate with caulk or minimally expanding foam. Foam rough openings for windows and doors. During drywall installation: Seal bottom of drywall to subfloor. • Foam or caulk electric boxes to drywall. • Install rigid air barrier (sheetmetal, plywood, drywall or other) behind tub and fireplace enclosures. Before attic insulation: Foam all penetrations in the drywall including: electric boxes, smoke alarms, bath fans, duct boots, and recessed lights. Seal holes in top plates (such as those for wires or plumbing vents). Foam top plates to ceiling sheetrock. • efficient heating systems Gas Furnace with an AFUE of 90 or better Cooling system with SEER of 12 or better • Energy star qualified lighting and appliances Home will meet or exceed the number of required energy efficient lights The major appliances in the home... Refrigerator, Dishwasher, ventilation fans, Will be energy star rated. • Work Verified by third party. During the construction process efficiency Vermont will send over a certified energy auditor to ensure the building is being constructed to the energy star code. After construction is complete they will come back and test the home for performance. SHGC = solar heat gain Coefficient (transfer of heat through windows) AFUE = Annual fuel utilization efficiency (% efficiency of the heating source) SEER = Seasonal Energy efficiency ratio. U-Value = Heat transfer coefficient M- �j q sLk!5. qvt 32,qq,�o W� 6s x I oc, E X21 �A— T4 6z top Intil Y10f1 t'"q t\ P°1' P NtYI "AI WLL.Lttt.LSXo-) NgNUMV9 G2v55 > jrj. r} - `� (5 bt . Olt REAR ELEFATIM GARDNER D;nid and IS:,ko ]outh Burlmgtun 1 I Hit Gv-z Imo. (, A, 4)c k SOUTH ELEVATION 11.1 GARDNER MISS I RI ( FION INU. David and \Irlisa Baker South Burlington VT ((1111�1111 �nnl dill 1111; 1111' iiii Iillll 1111';1111 1111 \ORIliPI-I-VAIION GARDNER CONS1'RC('1*10\ 1\(-. Daeid a 7,f' ICI15+,i l inker Sout� FIRS) FLUnR I'1A.A GARDNER ('ONSTRI'{TI( I\(• har Wand \I L„a n uuth Ruriinsum 11H 1%UP111 G1% ("O]SI-Rl ( LION INC Di, id and \k6s.a Baket South Rutlureton \ 1 \C 1 Silver Line WINDOWS -DOORS SERIES 3901 VINYL DOUBLE HUNG WINDOW Window Size, Rough Opening, Clear Opening and Glass Size Information NOMINAL WINDOW SIZE ACTUAL WINDOW SIZE (FRAIL TTT) ROUGH OPENING SIZE' CLEAR OPENING SIZE CLEAR OPENING SO. FT. GLASS SIZE TOTAL VISIBLE GLASS SQ. FT. WIDTH HEIGHT WIDTH HEIGHT WIDTH HEIGHT WIDTH HEIGHT 3/0 x 3/0 353/4 x 36 36 114 x 36 112 32 1116 x 14 1116 3.13 30 7/16 x 15 518 626 3/0 x 312 35 314 x 38 36 1/4 x 38 1/2 32 1/16 x 15 1/16 3,35 30 7/16 x 16 5/8 _ 6.71 3/0 x 3/8 35 3/4 x 44 36 1/4 x 44_1/2 32 1/16 x 18 1/16 4.02 130 7/16 x 19 5/8 8.04 3/0 x 3/10 353/4 x 46 36 114 x 46 1/2 32 1/16 x 19 1/16 4.24 1 30 7/16 x 20 5/8 8.49 310 x 410 35 314 x 48 36 114 x 48112 32 1/16 x 20 1/16 4.47 30 7116 x 21 5/8 8.93 3/0 x 4/2 35 314 x 50 36 1/4 x 50 1/2 32 1116 x 21 1/16 4.69 30 7/16 x 22 518 9.38 3/0 x 414 353/4 x 52 36 114 x 52 1/2 32 1/16 x 22 1/16 4.91 30 7/16 x 23 5/8 9.83 310 x 416 353/4 x 54 36 114 x 541/2 32 1/16 x 23 1/16 5.14 30 7/16 x 24 5/8 10.27 3/0 x 6ro 353/4 x 60 36 1/4 x 60 1/2 32 1/16 x 26 1116 5.80 30 7/16 x 27 518 11.61 310xS12 35314 x 62 36 1/4 x 621/2 32 1/16 x 271/16 6.03 30 7116 x 28 518 12.05 3/0xSfe 353/4 x 66 36 1/4 x 6612 32 1/16 x 29 1/16 6.47 30 7M6 x 30 518 12.94 3/0 x 6/0 353/4 x 72 36 1/4 x 7212 32 1116 x 32 1/16 7.14 30 7M6 x 33 518 14.28 310 x 6f2 35 314 x 74 36 1/4 x 7412 32 1/16 x 33 1/16 7.36 30 7116 x 34 5/8 14.72 3/2 x 3/0 37 3/4 x 36 38 1M x 36 1/2 34 1/16 x 14 1/16 3.33 32 7116 x 15 518 6.65 3/2x32 373/4 x 38 38 1/4- x 34 1/16 x 15 1/16 3.56 32 7M6 x 16 5/8 7,13 32 x 318 37 3/4 x 44 38 1/4 x _3.812 44 1/2 34 1/16 x 18 1116 4.27 32 7/16 x 19 5/8 8.55 3/2 x 3/10 37 3/4 x 46 38 114 x 46 12 34 1/16 x 19 1/16 4.51 32 7M6 x 20 518 9.02 3/2x4/0 373/4 x 48 38 114 x 48112 34 1/16 x 20 1/16 4.75 32 7116 x 21 5✓8 9.49 32 x 412 37 3/4 x 50 38 1/4 x 50 12 34 1M6 x 21 1/16 4.98 32 7/16 x 22 518 9.96 9/2 x 4/4 37 314 x 52 38 114 x 5212 34 1/16 x 22 1/16 5.22 32 7/16 x 23 5M 10.44 3_2x.4/6 37314 x 54 38 114 x 541/2 34 1/16 x 23 1/16 5.46 32 7/16 x 24 5/8 10.91 3/2 x 610 37 314 x 60 38 1/4 x 6012 34 1/16 x 26 1116 6.17 32 7/16 x 27 5/8 12.33 312 x 612 312 x 616 37 3/4 37 314 x x 62 66 38 1/4 38 1/4 x x 62 1/2 6612 34 1/16 34 1/16 x x 27 1/16 29-1/16 6.40 6.87 32 7/16 32 7116 x 28 518 x 30 5/8 _ 12.80 13.75 3/2 x 6/0 37 3/4 x 72 38 114 x 72 V2 34 1116 34 1116 X x 32 1 /16 33 1116 7.S8 32 7M 6 x 33 5/8 15.17 15.64 3f2 x W2 37 314 x 74 38 1/4 x 7412 7.82 32 7116 x 34 5/8 3/4 x 310 39 314 x 36 40 114 x 36 1 /2 36 1/16 x 14 1116 3.52 34 7/16 x 15 5/8 7.04 3/4 x 32 39 314 x 38 40 1/4 x 38 12 36 1/16 x 15 1/16 3.77 34 7/16 x 16 5/8 7.54 314 x 3/8 39 3/4 x 44 40 114 x 44 12 36 1116 x 18 1/16 4,52 34 7/16 x 19 518 9.05 3/4 x 3/10 39 3/4 x 46 40 114 x 4612 36 1116 x 19 1 /16 477 34 7/16 x 20 5/8 _ 9.55 3/4 x MO 39 3/4 x 48 _ 40 114 x 48 12 36 1116 x _ 20 1/16 5.02 34 7/16 x 21 5/8 10.05 314 x 412 39 3/4 x 50 40 1/4 x 5012 36 1116 x 21 1/16 5.27 34 7116 x 22 518 10.55 3/4 x 414 39 314 x 52 40 1/4 x 5212 36 1/16 x 22 1/16 5.53 34 7/16 x 23 5/8 1105 3/4 x 416 39 314 x 54 40 114 x 5412 36 1/16 x 23 1/16 5.78 34 7M6 x 24 5/8 11 55 3/4 x 610 39 3/4 x 60 40 114 x 6012 36 1/16 x 26 1/16 6.63 34 7M6 x 27 5/8 13.05 314 x 512 39 314 x 62 40 1/4 x 62 12 36 1116 x 27 1/16 6.78 34 7M6 x 28 5M 13.56 314 x 616 39 3/4 x 66 40 114 x 66 1 /2 36 1116 x 29 1/16 7.29 34 7/16 x 30 5/8 14.66 3/4 x 610 39 3/4 x 72 40 114 x 7212 36 1/16 x 32 1/16 8.03 34 7/16 x 33 518 16.06 3/4 x 612 39 3/4 x 74 40 114 x 7412 36 1116 x 33 1/16 8.28 34 7116 x 34 50 16.56 NOTES: • BOLD Nominal Window Sizes meet egress criteria of: Min 20" net opening in width Min 24" net opening in Height Min 5.7 sq ft. opening area Visible glass size is combined area of top and bottom lites of glass. Rough opening sizes shown are for frame construction. Consult a Silver Line dealer for other rough opening size information, such as with masonry or block applications. Fffertrve 1/1/07 q2-'nwti�yel Silver Line � W I N D 0 W S- D 0 0 R 9 ill] 'A n,lk,i-setlCompany SERIES 3902 VINYL TWIN DOUBLE HUNG WINDOW Window Size, Rough Opening, Clear Opening and Glass Information NOMINAL WINDOW SIZE ACTUAL WINDOW SIZE (FRAME TTT) ROUGH OPENING SIZE' CLEAR OPENING SIZE CLEAR OPENING SO. FT. GLASS SIZE TOTAL VISIBLE GLASS SQ. FT. WIDTH HEIGHT WIDTH HEIGHT WIDTH HEIGHT WIDTH HEIGHT 3/0 x 3/0 71 12 x 36 72 x 36 112 32 1/16 x 14 1/16 3.13 30 7/16 x 15 5/8 12.53 310 x 3/2 71 1/2 x 38 72 x 38 1/2 32 1116 x 15 1116 3.35 30 7116 x 16 518 13.42 310 x 3/8 71 12 x 44 72 x 44 1/2 32 1116_ x 18 1/16 4.02 30 7116 x 19 5/8 16.09 310 x 3/10 1 71 12 x 46 72 x 46 12 32 1/16 x 19 1/16 424 30 7/16 x 20 518 16.98 3/0 x 4/0 71 12 x 48 72 x 48 12 32 1/16 x 20 1116 447 30 7/16 x 21 516 17.87 310 x 42 71 1/2 x 50 72 X 501/2 32 1/16 x 21 1116 4.69 30 7116 x 22 5/8 18.76 310 x 4/4 71 12 x 52 72 x 52 12 32 1/16 x 22 1116 4.91 30 7116 x 23 5/8 19.65 310 x 4/6 71 12 x 54 72 x 5412 32 1/16 x 23 1/16 5.14 30 7/16 x 24 5/8 20,54 3/0 x 610 71 1/2 x 60 72 x 6012 32 1/16 x 26 1/16 &80 30 7/16 x 27 5/8 23.21 310 x 612 71 12 x 62 72 x 6212 32 1116 x 27 1116 _ 8.03 1 30 7A 6 x 28 5/8 24.10 3/0 x Ste 71 12 x 66 72- x 6612 32 1/16 x 29 1/16 6.47 30 7/16 x 30 5/8 25.88 310 x 610 71 1/2 x 72 72 - x 7212 32 1/16 x 32 1/16 7.14 30 7/16 x 33 5/8 28.56 310 x 612 71 12 x 74 72 x 7412 32 1/16 x 33 1/16 7.36 30 7/16 x 34 5/8 29.45 32 X 310 7512 x 36 76 x 3612 34 1/16 x 14 1/18 3.33 32 7/16 x 15 5/8 13.31 3/2 x 32 7512 x 38 76 x 38 12 34 1116 x 15 1/'16 3.56 1 32 7/16 x 16518 14.25 32 x 3/8 7512 x 44 76 x 44 12 34 1/16 x 18 1116 427 32 7116 x 19 518 _ _ 17.09 312 x 3/10 751/2 x 46 76 x 46 12 34 1116 x 19 1/16 4.51- 32 7/16 x 20 518 18.04 32 x 4/0 7512 x 48 76 x 481/2 34 1/16 x 20 1116 4.75 32 7/16 x 21 5/8 18.98 32 x 42 7512 x 50 76 x 50 12 34 1116 x 21 1116 4.98 32 7/16 x 22 5/8 19.93 312 x 414 75 'In x 52 76 x 52 12 34 1116 x 22 1116 5.22 32 7/16 x 23 518 20.88 32 x 4J6 7512 x 54 76 x 54 12 34 1/16 x 23 1116 5.46 32 7M6 x 24 518 312 x $10 75 12 x 60 76 x 6012 34 1116 x 28 1/16 8.17 32 7/16 x 27 5/8 __21.82 _ 24.66 3/2 x 512 '3/2 75112 x 82 76 x 6212 34 1/16_- x 1/16 -6.40 - 32 7/16 x 28 5/8 _ 25.61 x SM 7512 x 66 76 x 6612 34 1116 x _27 29 1/16 6.87� 32 7/16 x 3o 5/8 _ 27.50 3/2 x NO 75 12 x 72 76 x 7212 34 1116 x 32 1116 7.S8 32 7/16 ----- 32 7/16 x 33 5M - x 34 5/8 30.34 -------- --- --_ .-. 31.28 312 x 612 751/2 x 74 76 x 7412 -- 34 1/16 x 33 1/16 - 7.82 3/4 x 3/0 79 12 x 36 80 x 3612 36 1/16 x 14 1/16 3.52 34 7116 x 15 5/8 14.09 314 x 32 79 12 x 38 60 x 38 12 36 1116 x 15 1/16 377 34 7/16 x 16 5/8 15.09 314 x 3/8 7912 x 44 80 x 4412 36 1116 x 18 1/16 4.52 34 7/16 x 19 5/8 18.09 3/4 x 3/10 7912 x 46 80 x 4612 36 1/16 x 19 1/16 4.77 34 7M6 x 20 5/8 19.10 3/4 x 410 79 12 x 48 80 x 48 12 36 1/16 x 20 1116 5.02 34 7H6 x 21 5/8 20.10 3/4 x 42 7912 x 50 80 x 50112 36 1/16 x 21 1M6 5.27 34 7/16 x 22 5/8 21.10 314 x 414 7912 x 52 80 x 5212 36 1H 6 x 22 1116 5.53 34 7116 x 23 5/8 22.10 3/4 x 4/6 7912 x 54 80 x 54 12 36 1116 x 23 1/16 5.78 34 7/16 x 24 5/8 23.10 314 x 610 7912 x 60 80 x 6012 36 1116 x 26 1116 6.63 34 7116 x 27 5/8 26.11 3/4 x 612 3/4 x 6/6 79 12 x 62 80 x 6212 36 1116 x 27 1f16 6.70 34 7/16 x 28 5/8 27,11 79 12 x 66 80 x 6612 36 1/16 x 29 1/16 7.28 1 34 7/16 x 30 5/8 29.11 3I4 x 610 7912 x 72 80 x 7212 36 1/16 x 32 1116 8.03 34 7/16 x 33 518 32.12 314x612 7912 x 74 80 x 7412 36 1/16 x 33 1/1 61 8.29 1 34 7/16 x 34 5/8 1 33.12 NOTES: • BOLD Nominal Window Sizes meet egress cntena of. Min 2X net opening in width Min 24" net opening in height Min 5.7 sq. It opening area • Visible glass size is combined area of top and bottom lites of glass. ' Rough opening sizes shown are for frame construction. Consult a Silver tine dealer for other rough opening size information, such as with masonry or block applications. is Effective 111107 1? Silvefflne WINDOWS -DOORS :111 Andcr.,en(.:nmhanv MODEL 3903 TRIPLE DOUBLE -HUNG WINDOW Window Size, Rough Opening, Clear Opening and Glass Size Information NOMINAL ACTUAL WINDOW ROUGH OPENING CLEAR OPENING CLEAR GLASS SIZE TOTAL WINDOW SIZE (FRAME TTT) SIZE' SIZE OPENING VISIBLE GLASS WIDTH HEIGHT WIDTH HEIGHT WIDTH HEIGHT WIDTH HEIGHT SIZE SQ. FT. SQ, FT. 310 x 310 107 1/4 x 36 107 3/4 x 36 112 32 3/16 x 14 1/16 3 14 30 7/16 x 15 5/8 18.17 3/0 x 3/2 IU7 114 x 38 1U7 314 x 38 112 32 3/16 x 15 1116 337 30 7116 x 16 5/8 19.40 310 x 318 107 114 x 44 107 314 x 44 1/2 32 3/16 x 18 1/16 404 30 7/16 x 19 5/8 23.10 3/0 x 3/10 107 1/4 x 46 107 3/4 x 46 112 32 3/16 x 19 1116 4,26 30 7116 x 20 5/8 24.33 310 x 4/0 107 1/4 x 48 107 3/4 x 48 1/2 32 3/16 x 20 1116 4.48 30 7116 x 21 5/8 25.56 30 7/16 x 22 518 310 x 412 107 114 x 50 107 3/4 x 50 V2 32 3/16 x 21 1116 4.71 26.79 3/0 x 4/4 107 1/4 x 52 107 314 x 52 1/2 32 3/16 x 22 1116 493 30 7/16 x 23 5/8 28.02 3/O x 4/6 107 114 x 54 107 3/4 x 54 V2 32 3/16 x 23 1116 516 30 7/16 x 24 5/8 29.26 310 x 510 107 1/4 x 60 107 314 x 60 1/2 32 3116 x 26 1/16 5.83 30 7116 x 27 5/8 32.95 3/0 x 512 107 1/4 x 62 107 3/4 x 62 112 32 3/16 x 27 1/16 6.05 30 7/16 x 28 518 34.18 310 x 516 107 114 x 66 107 3/4 x 66 1/2 32 3/16 x 29 1/16 6.50 30 7116 x 30 518 36.65 30 7/18 x 33 5/8 310 x 6/0 107 1/4 x 72 107 314 x 72 112 32 3/16 x 32 1116 7.17 40.34 310 x 6/2 1 107 1A x 74 1107 3/4 x 74 V2 32 3/16 x 33 1116 1 7.39 30 7/16 x 34 5/8 41.57 NOTES: • BOLD Nominal Window Sizes meet egress criteria of Min 20" net opening in width Min 24" net opening in height Min 5.7 sq. 8. opening area Visible glass size is combined area of top and bottom lites of glass. Rough opening saes shown are for frame construction. Consult a Silver Line dealer for other rough opening size information, such as with masonry or block applications. Effective 10/01/08 13 3 Silver Line r4i 1111I14DOWS•000R5 an AndcrsenGomllane MODEL 3952 TWIN PICTURE WINDOW Window Size, Rough Opening and Glass Size Information NOMINAL ACTUAL WINDOW ROUGH OPENING GLASS SIZE TOTAL WINDOW SIZE (FRAME TTT) SIZE' VISIBLE GLASS WIDTH HEIGHT WIDTH HEIGHT WIDTH HEIGHT SIZE SO. FT. 2/4 x 3/0 55112 x -x 36 56 - x 36112 24 1/8 x 32 318 10.17 214 x 312 551/2 38 56 x 38 112 24 1/8 x 34 3/8 10.82 2/4 x 318 55 112 x 44 56 x 44 112 24 1/8 x 40 318 12 76 214 x 3110 55112 x 46 56 x 461/2 24 118 x 42 3/8 1340 2/4 x 410 55112 x 48 56 x 48 112 24 1/8 x 44 3/8 1405 2/4 x 412 551/2 x 50 56 x 501/2 24 1/8 x 46 318 1469 24 1/8 x 48 3/8 2/4 x 414 551/2 x 52 56 x 521/2 15.34 24 1/8 x 50 WS 2/4 x 416 551/2 x 54 56 x 54 112 15-98 214 x 5/0 55112 x 60 56 x 601/2 24 1/8 x 56 3/8 17.92 2/4 x 512 551/2 x 62 56 x 62 1 /2 24 1/8 x 58 3/8 18.57 2/4 x 5/6 55 112 x 66 66 x 66 1 /2 24 1/8 x 62 3/8 1986 214 x 6/0 55112 x 72 56 x 72112 24 1/8 x 68 318 21.80 214 x 612 55 1/2 x 74 56 x 74 112 24 118 x 70 318 22.44 2/6 x 310 59112 x 36 60 x 361/2 26 1/8 x 32 3/8 11.05 216 x 312 59 112 x 38 60 x 38 112 26 1/8 x 34 3/8 11 75 2/6 x 3/8 59112 x 44 60 x 441/2 26 1/8 x 40 3/8 1365 2/6 x 3/10 591/2 x 46 60 x 46112 26 1/8 x 42 318 14.55 2/6 x 4/0 59 112 x 48 60 x 48 112 26 1/8 x 44 3/8 1526 2/6 x 412 591/2 x 50 60 x 50 112 26 1/8 x 46 318 1596 2/6 x 4/4 591/2 x 52 60 x 52 112 26 118 x 48 3/8 1666 2/6 x 4/6 591/2 x 54 60 x 54112 26 1/8 x 50 318 17,36 2/6 x 5/0 59112 x 60 60 x 601/2 26 118 x 56 3/8 19,46 2/6 x 5/2 591/2 x 62 60 x 621/2 26 1/8 x 58 318 20.16 216 x 5/6 59 1 /2 x 66 60 z 66 112 26 1/8 - x - 62 318 21.57 216 x 6/0 59 112 x 72 60 x 72 1 /2 26 1/8 x 68 318 23.67 2;6 x 62 59 U2 z 74 60 x 74 1/2 26 118 x 70 318 2437 2/8 x 3/0 631/2 x 36 64 x 361/2 28 1/8 x 32 3/8 11,92 2/8 x 32 631/2 x 38 64 x 38112 28 1/8 x 34 3/8 12.68 218 x 318 63 1 /2 x 44 64 x 44 112 28 1/8 x 40 318 14.95 2/8 x 3/10 631/2 x 46 64 x 461/2 28 118 x 42 318 15.71 218 x 4/0 631/2 x 48 64 x 48112 28 1/8 x 44 3/8 1646 2/8 x 4/2 631/2 x 50 64 x 501/2 28 1/8 x 46 318 17,22 2/8 x 4/4 631/2 x 52 64 x 52112 28 1/8 x 48 3/8 17.98 2/8 x 416 63 112 x 54 64 x 54 112 28 1/8 x 50 3/8 18 73 218 x 5/0 63112 x 60 64 x 60 112 28 118 x 58 3/8 21.01 218 x 5/2 63 112 x 62 64 x 62 112 28 1/8 x 58 W8 21.76 2/8 x 5/6 631/2 x 66 64 x 66112 28 118 x 62 318 23.28 2/8 x 6/0 63112 x 72 64 x 72112 28 1/8 x 68 318 25.55 218 x 62 1 63 112 x 74 64 x 74 112 1 28 118 x 70 318 2630 ' Rough opening sizes shown are for frame construction. Consult a Silver Line dealer for other rough opening size information, such as with masonry or block applications Effective 7/18108 e Li 45 Silver Line ri WINDOWS -DOORS an Andcr�cnt.wnpem MODEL 3951 PICTURE WINDOW Window Size, Rough Opening and Glass Size Information NOMINAL ACTUAL WINDOW ROUGH OPENING GLASS SIZE TOTAL WINDOW SIZE (FRAME TTT) SIZE` VISIBLE GLASS WIDTH HEIGHT WIDTH HEIGHT WIDTH HEIGHT SIZE SQ. FT. 510 x 3/0 593/4 x 36 601/2 x 36 112 561/8 x 32 318 12.09 5/0 x 312 593/4 x 38 60 V2 x 38 112 561/8 x 34318 12.85 5/0 x 3/8 593/4 x 44 60 112 x 44 112 56 1 /8 X 40 3/8 15.16 5/0 x 3/10 59314 x 46 601/2 x 46112 56118 x 423/8 15.92 5/0 x 4/0 59 314 x 48 601/2 x 48 1/2 561/8 x 44 3/8 16.69 510 x 4/2 59 314 x 50 60 112 x 50 1 /2 56 118 x 46 3/8 17.46 510 x 414 593/4 x 52 601/2 x 52112 561/8 x 483/8 18.22 5/0 x 4/6 59 3/4 x 54 60 112 x 54 112 561/8 x 50 3/8 1899 5/0 x 510 59314 x 60 60112 x 601/2 561/8 x 563/8 21.29 510 x 5/2 593/4 x 62 60112 x 621/2 561/8 x 58318 22.06 510 x 5/6 59 314 x 66 60 112 x 66 112 561/8 x 62 3/8 23.60 510 _..-._ x 6/0 593/4 x 72 60112 x __....._... 72 1/2 561/8 x 68 318 25.90 510 x 612 593/4 x 74 60 112 x .. 74 1 /2 _.. ..------------ 561/8 x 70 3/8 26.67 610 x 3/0 71 3/4 x 36 72 1,2 x 36 112 681/8 x 323 1471 610 x 3/2 713/4 x 38 72112 x 381/2 68118 x 34318 15.64 610 x 3/8 71314 x 44 72112 x 44112 681/8 x 403/8 18.45 610 x 3110 713/4 x 46 72112 x 461/2 681/8 x 423/8 1938. 610 x 4/0 71 3/4 x 48 72 1 /2 x 48 1 /2 68 1 /8 x 44 318 2032 6/0 x 412 71314 x 50 721/2 x 501/2 68118 x 46318 2125 6M x 4/4 71 314 x 52 72 112 x 52 1/2 681/8 x 48 3111 2218 6/0 x 416 711314 x 54 72 112 x 54 112 68 118 x 50 318 2312 6/0 x 5/0 71 3/4 x 60 72 1/2 x 60 112 68 1/8 x 56 318 2592 6/0 x 5/2 71314 x 62 721/2 x 62112 681/8 x 68318 26.85 6M x 5/6 71 3/4 x 66 72112 x 66112 681/8 x 623/8 28.72 610 x 6/0 71 3/4 x 72 72112 x 721/2 681/8 x 883/8 3152 Rough opening sizes shown are for frame construction Consult a Sdver Line dealer for other rough opening size information, such as with masonry or block applications Effective 7/18/08 rR- 43 SilverLine WINDOWS -DOORS an AndersenComllam MODEL 3941 SINGLE TRANSOM Window Size, Rough Opening and Glass Size Information NOMINAL TO ACTUAL WINDOW ROUGH OPENING GLASS SIZE TOTAL WINDOW ALIGN SIZE (FRAME TTT) SIZE' VISIBLE GLASS WIDTH HEIGHT WIDTH HEIGHT WIDTH HEIGHT SIZE OVER SQ. FT. 116 x 1/4 17314 x 16 18 1/4 x 16 112 14 1/8 x 12 3/8 0.92 1 P6 x 1/6 1/6 173/4 x 18 18 1/4 x 18 1/2 14 1/8 x 14 318 127 i 16 x 210 Single 173/4 x 24 18 1/4 x 24 112 14 118 x 20 3/8 2.64 1 6 x 2/4 Units 173/4 x 28 18 1/4 x 28 1/2 14 118 x 24 3/8 3.84 116 x 2/8 173/4 x 32 18 1/4 x 32 112 14 1/8 x 28 3/8 525 118 x 1/4 19 3/4 x 16 20 114 x 16 112 16 1/8 x / 2 3/8 0.92 118 x 116 118 19314 x 18 20 1/4 x 18 1/2 16 1/8 x 14 318 1 27 1/8 x 2/0 Single 19 3/4 x 24 20 1/4 x 24 112 16 1/8 x 20 3/8 264 1/8 x 2/4 Units 19314 x 28 20 1/4 x 28 1/2 16 118 x 24 3/8 3.84 1/8 x 2/8 19314 x 32 20 1/4 x 32 112 16 1/8 x 28 3/8 525 210 x 114 23 3/4 x 16 24 1/4 x 16 112 20 118 x 12 3/8 092 210 x 1/6 210 23 3/4 x 18 24 114 x 18 112 20 1/8 x 14 318 1 27 210 x 2/0 Single 233/4 x 24 24 1/4 x 24 112 20 1/8 x 20 318 2.64 210 x 2/4 Units 23 3/4 x 28 24 1/4 x 28 112 20 1/8 x 24 3/8 3.84 210 x 2/8 233/4 x 32 24 1/4 x 32 1/2 20 118 x 28 3/8 5.25 2/4 x 114 273/4 x 16 28 114 x 16 1/2 24 118 x 12 318 0.92 214 x 116 2/4 273/4 x 18 28 1/4 x 18 112 24 1/8 x 14 WS 1.27 214 x 210 Single 27 3/4 x 24 28 1/4 x 24 112 24 118 x 20 3/8 2.64 214 x 214 Units 273/4 x 28 2H 1/4 x 28 112 24 1/8 x 24 318 3.84 214 x 218 27314 x 32 28 1/4 x 32 112 24 1/8 x 28 3/8 525 2 6 x 114 29 314 x 16 30 14 x 16 112 26 1/8 x 12 3/8 092 216 x 116 216 29 3/4 x 18 30 1/4 x 18 112 26 1/8 x 14 3/8 1.27 2/6 x 210 Single 293/4 x 24 30 1/4 x 24 112 26 1/8 x 20 318 2.64 2/6 x 2/4 Units 29 314 x 28 30 1/4 x 28 112 26 1/8 x 24 3/8 3.84 216 x 2/8 29 314 x 32 30 1/4 x 32 112 26 1/8 x 28 3/8 525 2/8 x 1/4 31314 x 16 32 1/4 x 16 112 28 1/8 x 12 318 092 2/8 x 116 218 31 3/4 x 18 32 1/4 x 18 112 28 1/8 x 14 3/8 127 2/8 x 2/0 Single 31 3/4 x 24 32 1/4 x 24 112 28 1/8 x 20 3/8 264 2/8 x 2/4 Units 31 3/4 x 28 32 1/4 x 28 112 28 1/8 x 24 3/8 384 2/8 x 218 31 3/4 x 32 32 114 x 32 112 28 1/8 x 28 318 525 3/0 x 1/4 353/4 x 16 36 1/4 x 16 112 32 1/8 x 12 318 0.92 3/0 x 116 310 35 3/4 x 18 36 114 x 18 112 32 1/8 x 14 318 1.27 3/0 x 210 Single 35 3/4 x 24 36 114 x 24 112 32 116 x 20 318 2.64 3/0 x 2/4 Units 35 314 x 28 36 114 x 28 112 32 1/8 x 24 318 384 3/0 x 218 35 3/4 x 32 36 114 x 32 112 32 1/8 x 28 3/8 525 312 x 114 37 3/4 x 16 38 1/4 x 16 112 34 1/8 x 12 318 0.92 312 x 1/6 312 37 314 x 18 38 1/4 x 18 112 34 1/8 x 14 318 1 27 312 x 210 Single 37 314 x 24 38 1/4 x 24 112 34 1/8 x 20 318 2.64 312 x 2/4 Units 37 3/4 x 28 38 114 x 28 V2 34 118 x 24 318 384 3/2 x 2/8 373/4 x 32 38 1/4 x 32 112 34 1/8 x 28 3/8 525 314 x 1/4 39314 x 16 40 1/4 x 16 V2 36 1/8 x 12 3/8 092 3/4 x 1/6 314 39314 x 18 40 1/4 x 18 1/2 36 1/8 x 14 318 1_27 3i4 x 2/0 Single 39 314 x 24 40 1/4 x 24 112 36 1/8 x 20 318 264 3l4 x 2/4 Units 39 3/4 x 28 40 1/4 x 28 112 36 118 x 24 3/8 3.84 314 x 2/8 1 39 314 x 32 1 40 114 x 32 V2 36 1/8 x 28 3/8 1 525 ' Rough opening sizes shown are for frame construction. Consult a Silver Line dealer for other rough opening size mformation, such as with masonry or block applications. Effective 311/10 32 Silver Line WINDOWS •DOORS an Anticru n C:nntham MODEL 3942 TWIN TRANSOM WINDOWS Window Size, Rough Opening and Glass Size Information NOMINAL TO ACTUAL WINDOW ROUGH OPENING GLASS SIZE VISIBLE WINDOW ALIGN SIZE (FRAME TTT) SIZE' GLASS SIZE WIDTH HEIGHT WIDTH HEIGHT WIDTH HEIGHT SIZE OVER SQ. FT. 116 x 1/4 35 112 x 16 36 x 16112 14 118 x 12 318 2 12 116 x 1/6 1/6 35112 x 18 36 x 1811214 1/8 x 14 318 248 1/6 x 2/0 Twin 351/2 x 24 36 x 24 U2 14 1/8 x 20 318 359 116 x 2/4 Units 35 112 x 28 36 x 28 1,2 14 1/8 x 24 318 432 1/6 x 218 35 V2 x 32 36 x 32 112 14 1/8 x 28 318 506 1/8 z 114 39112 x 16 40 x 161/2 16 1/8 x 12 318 2A4 1/8 x 1/6 118 39112 x 18 40 x 18112 16 1/8 x 14 318 2.86 1/8 x 2/0 Twin 39112 x 24 40 x 24112 16 1/8 x 20 3/8 4.13 1/8 x 2/4 Units 391/2 x 28 40 x 281/2 16 1/6 x 24 318 4.98 1/8 x 2/8 39 112 x 32 40 x 32 112 16 1/8 x 28 318 582 2/0 x 1/4 47 V2 x 12 48 x 12 112 20 1/8 x 8 318 201 210 x 116 2/0 471/2 x 18 48 x 18112 20 118 x 14 3/8 3.61 210 x 210 Twin 47112 x 24 48 x 24 V2 20 1/8 x ---.z_..... 20 318 5.21 210 x 2/4 Units 47 1/2 x 28 48 x 28 1/2 20 118 24 3/8 6.28 2iO x 218 47 112 x 32 48 x 32 112 20 1/8 x 28 318 735 2/4 x 114 55112 x 16 56 x 161/2 24 118 x 12 318 3.71 2/4 x 1/6 2/4 55112 x 18 56 x 18112 24 1/8 x 14 318 4.36 2M x 2,0 Twin 551112 x 24 56 x 241/2 24 1/8 x 20 318 6.30 214 x 2/4 Units 55112 x 28 56 x 28 1/2 24 1/8 x 24 3/8 7.59 214 x 218 55 1/2 x 32 56 x 32 112 24 1/8 x 28 318 -- 8.88 216 x 114 591/2 x 16 60 x 161/2 26 1/8 x 12 318 4.03 216 x 1/6 216 59112 x 18 60 x 18112 26 1/8 x 14 3/8 4.73 216 x 210 Twin 59112 x 24 60 x 24112 26 1/8 x 20 3/8 684 2/6 x 2/4 Units 59 112 x 28 60 x 28 1/2 26 118 x 24 318 824 216 x 218 501/2 x 32 60 x 32112 26 1/8 x 28 3/8 9.64 2/8 x 1/4 63 112 x 18 64 x 16 112 28 1/8 x 12 318 4.35 2/8 x 116 218 63 1 t2 x 18 64 z 18 1/2 28 1/8 x 14 3/8 511 2/8 x 210 Twin 63112 x 24 64 x 24 1/2 28 118 x 20 318 7.38 218 x 2/4 Units 63112 x 28 64 x 28 1/2 28 1/8 x 24 3/8 8.89 218 x 218 63 112 x 32 64 x 32 1 /2 28 1/8 x 28 3/8 1041 Wo x 1/4 71112 x 16 72 x 16112 32 1/8 x 12 3/8 4.99 310 x 116 3/0 71 V2 x 18 72 x 18112 32 118 x 14 318 5.86 310 x 210 Twin 71 1/2 x 24 72 x 24 112 32 118 x 20 318 846 3/0 x 2/4 Units 71112 x 28 72 x 28112 32 118 x 24 3/8 10.20 310 x 218 71 V2 x 32 72 x 32112 32 1/8 x 28 3/8 11.94 3/2 x 1/4 75112 x 16 76 x 16112 34 1/8 x 12 318 5.31 3:2 x 116 312 75112 x 18 76 x 18112 34 1/8 x 14 318 6.23 312 x 2/0 Twin 75 1 i2 x 24 76 x 24 112 34 118 x 20 318 901 312 . 2/4 Units 75112 x 28 76 x 28112 34 1/8 x 24 318 1085 3/2 x 2/8 75 112 x 32 76 x 32 112 34 1/8 x 28 3/8 12 70 314 x 1/4 79112 x 16 80 x 161/2 36 118 x 12 3/8 5.63 3/4 x 1/6 W4 791/2 z 18 80 x 181/2 36 118 x 14 3/8 6.61 34 x 2/0 Twin 791/2 x 24 80 x 24112 36 ti8 x 20 3/8 9.55 314 x 2/4 Units 791/2 x 28 80 x 28112 36 118 x 24 3/8 11.51 3/4 x 21A If 791/2 x 32 1 80 x 32 1/2 36 1/8 x 28 3/8 _ 13.46 ' Rough opening sizes shown are for frame construction. Consult a Silver Line dealer for other rough opening size information, such as with masonry or block applications. Effective 3/1110 34 r7 SilverLine 41 WINDOWS -DOORS an Andcrrcr t itip;( 1, MODEL 3961 HALF CIRCLE Window Size, Rough Opening and Glass Size Information Align over Model 39A3 rnntinunim Hoart/Sill Trinin nnuhlo-41unn 1 lnit NOMINAL ALIGN OVER ACTUAL WINDOW ROUGH OPENING GLASS SIZE VISIBLE WINDOW CONTINUOUS SIZE (FRAME TTT) SIZE' GLASS SIZE HEADISILL TWINS SQ. FT. WIDTH HEIGHT WIDTH HEIGHT WIDTH HEIGHT 5i0 118 TRIPLE 59 1/4 x 31 1/4 59 314 x 31 3/4 55 1/4 x 27 S b 8 14 6i0 210 TRIPLE 1 71 114 x 37 1/4 1 71 3/4 x 37 3/4 1 67 518 x 33 13116 12, 11 Mork :. 1'�` Fla,4 AqW Align over Three Field Mulled Model 3901 Double -Hung Windows without Extension Jambs lusino mullion #39321 NOMINAL ALIGN OVER ACTUAL WINDOW ROUGH OPENING GLASS SIZE VISIBLE WINDOW FIELD MULLED SIZE (FRAME TTT) SIZE' GLASS SIZE TWINS SQ. FT, WIDTH HEIGHT WIDTH HEIGHT WIDTH HEIGHT 5/0 118 TRIPLE 63 1/4 x 33 1/4 63 314 x 33 3/4 59 1/4 x 29 5/8 937 6/0 2/0 TRIPLE 75 114 x 39 1/4 75 3/4 x 39 3/4 71 5/8 x 3513116 13.60 Align over Model 3951 Sinnie Pirti rp Window NOMINAL WINDOW SIZE ALIGN OVER PICTURE WINDOW ACTUAL WINDOW SIZE (FRAME TTT) ROUGH OPENING SIZE' GLASS SIZE VISIBLE GLASS SQ. FT. WIDTH HEIGHT WIDTH HEIGHT WIDTH HEIGHT 2/0 3951 PW 23 3/4 x 13 1/2 24 114 x 14 19 3/4 x 9 7/8 1.00 3/0 3951 PW 35 3/4 x 19 112 36 1/4 x 20 31 3/4 x 15 718 264 410 3951 PW 47 3/4 x 25 V2 48 1/4 x 26 43 3/4 x 21 7/8 507 416 3951 PW 53 314 x 28 V 2 54 1/4 x 29 49 3/4 x 24 7/8 6.58 5/0 3951 PW 59 3/4 x 31 112 60 1/4 x 32 55 3/4 x 27 7/8 8.29 610 3951 PW 71 3/4 x 37 1/2 72 1/4 x 38 67 3/4 x 33 718 12.29 'Rough opening sizes shown are for frame construction Consult a Silver Line dealer for other rough opening size information, such as with masonry or block applications. Effective 7118/08 58 Silver Line ry WINDOWS -DOORS n.i. ,i,i ,1nii.•nc WHAT'S NEVV > EAST COAST 1.800.234.4228 ® �6 Andersen Corporation, and its Family of Brands, Including Silver Line, Named ENERGY STAR Partner of the Year The U.S. Environmental Protection Agency (EPA) and Department of Energy (DOE) have named Andersen Corporation and its family of brands, including Silver Line Windows, Andersen Windows, Renewal by Andersen and Eagle Window & Door the 2010 ENERGY STAR« Partner of the Year for the Product Manufacturer -Windows category. "It is an honor to be recognized by the industry for this FNFRGY STAR PARTNER OF THE YEAR prestigious award and an excellent example of how the Andersen , family of brands, including Silver Line, is stronger together" said AWARD `v" L '-I Randy Iles, president of Silver Line. "We received the designation i + for our outstanding contribution to reducing greenhouse gas i'r�1�T1� CIF` w'tlf f i - U, L..,r,• %I- •e emissions by manufacturing and educating consumers about energy -efficient products." Andersen Corporation was recognized on March 18, 2010 at an awards ceremony in Washington, D.C. Silver Line has been part of the ENERGY STAR program for nearly a decade. This year, as a subsidiary of Andersen Corporation, we have been honored for our leadership in manufacturing products that earn the ENERGY STAR moniker, the government -backed symbol of energy efficiency. This distinction honors our ongoing commitment to providing energy -efficient products, as well as the company's comprehensive use of ENERGY STAR information in media relations, point of sale signage and displays, advertising, websites and training materials. Silver Line's commitment to energy efficiency and environmental sustainability is more than a trend. Providing our dealers and trade customers with quality, ENERGY STAR qualified products is part of our commitment to be the "best value" to our customers. We are proud to be recognized by ENERGY STAR for providing energy -efficient products that help customers save money and conserve valuable natural resources. The 2010 Partner of the Year Awards are given to manufacturers and retailers that successfully promote and deliver ENERGY STAR qualified products, helping our customers reduce greenhouse gas emissions and save money. Award winners are selected from more than 17,000 organizations that participate in the ENERGY STAR program. For more information about ENERGY STAR and Silver Line, please 12/1/2010 November 16, 2010 Dear Property Owner: Enclosed is a copy of a notice for an upcoming public hearing of the South Burlington Development Review Board. 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. Fkayn(ond J. Belair Administrative Officer Encl. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com Contiguous land owners of 22 and 30 Highland Terrace, South Burlington, Vermont John and Patricia Trutor Highland Terrace South Burlington, Vermont 05403 Sun and Mikyung Kwon Highland Terrace South Burlington, Vermont 05403 City of South Burlington 575 Dorset Street South Burlington, Vermont 05403 administrative officer including but not limited w to the following types of exterior and interior work: (a) As written. (b) As written. (c) Exemptions: The following shall be exempt from the requirementsofthis�S E[CONT.] Ordinance and shall not be required to obtain a zoning permit: 4.11-0396CA; 153 Main 1. through 7. As written. Street (1, Ward 6) Flynn B. The temporary Center stabilization and secur- Appeal of Administrative ing ofany structure, Denial to enclose site, orbuilding feature existing loading dock required to address an and storm water unsafe or dangerous improvements. condition which poses ' an imminent threat to 5.08-137PD; 451 Ethan public safety pursuant Allen Parkway (I, Ward to a eertrFrcetion written 6) Timothy Alles and order of the same issued William Ellis under the authority Remand of5uperior QLby the city building Court Environmental inspectoror "e inersltalc Division Appeal for 9• Where temporary preliminary plat review stabilization is not of9-unit feasonably available the planned residential emergency demolition development with 3 ofanystructure site detached structures and or buildingfeature associated roadway. re�7uired to address an unsafe or dang re ous Plans maybe viewed condition which poses in the Planning and an imminent threat to Zoning Office, (City public safety Pursuant Hall, 149 Church Street, to a order of the samg Burlington), issued u nderthewritten between the hours of authority of the city 8:00 a.m. and 4:30 p.m. building inspector and with the written Participation in the concurr 12eof the city DRB proceeding is a engineer. This exgmo- prerequisite to the right Lion doh not extend to take any subsequent beyond the r p it d appeal. demolition, deari no ofd-bri< securing. This may not be the final or filling Ilan r hale order in which items will and rg-,lated erosion be heard. Please view control and stormwat r final Agenda, at management www.ci.burlington.vt.us/ (d)As written. planning/drb or office notice board, one week * Material stricken out before the hearing for deleted. the order in " Material underlined which items will be added. heard. PUBLIC HEARING COMPREHENSIVE SOUTH BURLINGTON c DEVELOPMENT DEVELOPMENT REVIEW u ORDINANCE— BOARD Emergency Demolition i Exemption The South Burlington o #ZA 11.02 Development Review W Board will hold a public > 1st reading: 09/27/10; hearing in the South w rules suspended and Burlington City Hall placed in all stages of Conference Room, 575 passage Dorset Street, South Public Hearing: 11/08/10 Burlington, Vermont o Adopted: 11/08/10 on December 7, 2010 at Published: 11/17/10 7:30 P.M. to consider the N Effective: 12/08/10 following: 0 That Appendix A, 1. Final plat application Comprehensive #SD-10-35 of Gardner Development Construction, Inc. Ordinance, of the Code to amend a previ- of Ordinances of the ously approved three w, City of Burlington be (3) lot subdivision. The a and hereby is amended amendment consists o by amending Section of:l) revising condition W 3.1.2(c) thereof to read 8 of the December 5, w as follows: 2006 final plat approval Sec. 3.1.2 Zoning decision to reduce the Permit Required amount of translucent Except for that windows and surfaces development which is oriented to the south. exempt from a permit and 2) connecting two N requirement under (2) of the l ots to the 01 Sec. 3.1.2(c) below, no City's sewer system u- development may be in place of on -site N commenced within the septic systems, 22 & 30 city without a zoning Highland Terrace. I? permit issued by the u 2. Conditional use application #CU-10-09 of Clearwire US, LLC to: 1) install three (3) panel antennas on an existing tower at the 110 foot level, and 2) install a ground mounted equipment platform, 466 Farrell Street. 3. Conditional use application #CU-10-10 of Clearwire US, LLC to: 1) install three (3) panel antennas on an existing towerat the 70 foot level, and 2) install a ground mounted equipment platform, 2026 W i I li ston Road. 4. Notice of Appeal #AO- 10-01 ofJAM Golf, LLC appealing the decision of the Administrative Officer dated October 13,2010 that the application for final plat approval of the Long Drive Subdivision filed on September 10 and 13, 2010 was not complete, Golf Course Road. S. Variance application #VR-10-01 of Thomas E. Chase to allow a building to be used as a single family dwelling, 42 Airport Road. John Dinklage, Chairman South Burlington Development Review Board Copies of the applica. tions are available for public inspection at the South Burlington City Hall, November 17, 2010 STATE OF VERMONT SUPERIORCOURT Chittenden Unit CIVIL DIVISION Docket No. S393-09 Cnc HSBC Bank USA, National Association, as Trustee for Wells Fargo Asset Securities Corporation, Mortgage Asset -Backed Pass - Through Certificates, Series 2007-PA3, Plaintiff V. Andrea L. Couture, Thomas F. Cline, Mortgage Electronic Registration Systems, Inc., as nominee for Citibank Federal Savings Bank and Occupants residing at 2S Vale Drive, South Burlington, Vermont, Defendants NOTICE OF SALE By virtue and in execu- tion of the Power of Sale contained in a certain mortgage given by HSBC Bank USA, National Association, as Trustee for Wells Fargo Asset Securities Corporation, Mortgage Asset - Backed Pass -Through Certificates, Series 2007- PA3 to Andrea L. Couture dated April 11, 2007 and recorded in Volume 780, Page 240 of the Land Records of the Town of South Burlington, of which mortgage the undersigned is the pres- ent holder, for breach of the conditions of said mortgage and for the purposes of foreclosing the same will be sold at Public Auction at 9:45 A.M. on December 7, 2010, at 25 Vale Drive, South Burlington, Vermont all and singular the premises described in said mortgage: To Wit: Being all and the same lands and premises conveyed to Andrea L. Couture and Thomas F. Cline by Warranty Deed of Robert C. Duncan and Linda J. Duncan dated September 15, 2005, of record in Volume 736, Pages 135-137 of the Land Records of the City of South Burlington. Terms of Sale: $10,000.00 to be paid in cash or cashier's check 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 sale. The sale is subject to taxes due and owing to the Town of South Burlington. The mortgagor is entitled to redeem the premises at any time prior to the sale by paying the full amount due under the mortgage, including the costs and expenses of the sale. Other terms to be announced at the sale or inquire at Lobe & Fortin, 30 Kimball Ave., Ste. 306, South Burlingtonn, VT 05403, 802 660-9000. DATED at South Burlingtonn, Vermont this 4th day of November, 2010. HSBC Bank USA, National Association, as Trustee By: Joshua B. Lobe, Esq. Lobe & Fortin, PLC 30 Kimball Ave., Ste. 306 South Burlington, VT 05403 STATE OF VERMONT DISTRICT OF CHITTENDEN, SS. IN RE THE ESTATE OF DON W. TOWERS LATE OF Shelburne, VT PROBATECOURT DOCKET NO. 33479 NOTICE TO CREDITORS To the creditors of the estate of DON W. TOWERS, late of Shelburne, Vermont. I have been appointed a personal representative of the above named estate. All creditors having claims against the estate must present their claims in writing within 4 month of the date of the first publication of this notice. The claim must be presented to me at the address listed below with a copy filed with the register of the Probate Court. The claim will be forever barred if it is not presented as described above within the four month deadline. Dated: November 8, 2010 /s/ Sheila Scanlan -Towers c/o David C. Buran, Esq. Anderson & Buran PC PO Box1624 Burlington, VT 05402-1624 (802)862-7070 Address ofthe Probate Court: Chittenden District Probate Court County Courthouse P.O. Box 511 Burlington, VT 05402-0511 First publication date: November 17, 2010 Second publication date: November 24, 2010 The contents of storage unit(s) 01-03514 located at 28 Adams Dr, Williston, VT 05495, will be sold on the 25th of the month of November, 2010 to satisfy the debt of Clarence Lamore. Any person claiming a right to the goods may pay the amount claimed due and reasonable expenses before the sale, in which case the sale may not occur. Please note this in not a public auction. DON'T SEE A SUPPORT group. here that meets your needs? Call Vermont 2-1-1, a program of United Way of Vermont. Within Vermont dial 2-1-1 or 866-652-4636 (toll free) or from outside of Vermont, 802-652-4636, 24/7. CENTRAL VERMONT PROSTATECANCER SUPPORTGROUP MEETING November 17, 6-7:45 p.m. Central VT Medical Center, confer- ence room #2.Dr. Russell Sarver of Mountain View Urology will be speaking. For more information contact Paul Irons, MTM Coordinator at 461-6222 or Jennifer Blacklock at 1-866-466-0626 (press 3. at greeting, ext. 6309). LGBTQ GRIEF AND LOSS GROUP Every Monday, 12pm, RU12? Community Center, Champlain Mill, 20 Winooski Falls Way, Winooski. A once -a -week group is forming at RU12? for those interested in giving voice to their experience(s) with loss and listening to others. Topics could include but are not limited to: grieving, letting go, resolution, moving on, self-image, rituals, and learnings. Contact thecenter@rul2.org for more information. TRANS GUY'S GROUP Every fourth Monday, RU12? Community Center, 20 Winooski Falls Way, Champlain Mill lst Floor, Winooski, 6-7:30 p.m. This is a social and support group specifi- cally for trans men. This informal, peer -facilitated group welcomes male. identified people at any stage of transition. As this is currently a closed group, please contact the center to sign up: thecenter@rul2.org or 860-RU12. SOCIAL SUPPORT GROUP FOR LGBTQ PEOPLE WITH DISABILITIES Come together to talk, connect, and find support around a number of issues including: Coming Out, Socializing. Challenges around employment. Safe Sex. Self Advocacy. Choosing Partners. Discovering who you are. And anything else you want to talk about! The first meeting will be on Tuesday, October 26 at 4 p.m. at the RU12? Community Center at the Champlain Mill in Winooski. For more information contact Sheila (Sheila@ rul2.org) or David (Dave6262002@yahoo. com) GLAM CORE GROUP MEETING Wednesdays, 6-7:30 p.m., RU12? Community Center, Champlain Mill, 20 Winooski Falls Way, Winooski. We're looking for young gay and bi guys who are interested in putting together great events, meeting new people, and reaching out to other guys! Core Group runs our program, and we want your input! If you're a young gay or bisexual man who would like to get involved, email us at glam@rul2, org or check us out on Facebook (http://www. facebook.com/glamvt). TRANS SUPPORT BENNINGTON: Every Tuesday, 1-2:30 p.m., GROUP Every first and third United Couseling Wednesday, RU12? Service, 316 Dewey St., Community Center, 20 CfR Center (Community Winooski Falls Way, Rehabilitation Champlain Mill 1st Floor, and Treatment). Winooski, 6:30-8 p.m. BURLINGTON: Every This peer -led, informal Thursday, 4-5:30 group is open to all P.m., St. Paul's Episcopal Cathedral, 2 trans people and to any discussion topics raised. Cherry Street. ESSEX It is a respectful and JUNCTION: 2nd and confidential space for 4th Saturday of the socializing, support, month, 2-3:30 p.m., and discussion. Contact Congregational Church, 39 Main Street. thecenter@rul2.org for HA : 2nd and more information. 4th Friday Friday 4-5:30 p.m., LGBTQ SURVIVORS OF Hartford Library. C81I VIOLENCERVIVOate Barbara Austin, 802-457- offers peer -led 1512. MONTPELIER: support groups for 1st and 3rd Thursdays, 6-7,30 p.m., Kellogg - survivors of relationship Hubbard Library, East violence, dating violence, Montpelier Room emotional violence or hate violence. These (basement). NEWPORT: groups give survivors 2nd and 4th Tuesday, 6.7:30 p.m. Medical Arts a safe and supportive Building (attached to environment to tell their North Country Hospital), stories, share informa- 2nd floor conference lion, and offer and room. RANDOLPH: Every receive support. Please 2nd and 4th Wednesday, call Ann or Brenda at 5-6:30 p.m., United 863-0003 if you are Church, 18 N. Main interested injoining one Street. BATTLEBORO: of these groups or for Call for details. more information. MALE GBTQ SURVIVORS EATING DISORDERS SUPPORT GROUP This OF VIOLENCE SafeSpace is a therapist -facilitated, is offering a peer -led drop -in support group support group for for women with eating male- identified disorders. Women over survivors of relationship 18 only please. This violence, dating violence, group will be held emotional violence or every other Wednesday hate violence. This group from 5:30-7 p.m. will meet in Winooski at beginning Oct. 20. the RU12? Community Free. Vermont Center Center and will be for Yoga & Therapy, facilitated by Damian. 364 Dorset St., Suite Support groups give 204, So. Burlington. survivors a safe and 802-658-9440. supportive environment to tell their stories, share CAREGIVER SUPPORT information, and offer GROUP This group and receive support. offers support to those 802-863-0003. caring for loved ones NAMI CONNECTION with memory loss due to dementia. The group (National Alliance on meets the second and Mental Illness) NAMI fourth Thursday of the Connection Recovery month from 6:30-7:30 Support Group for P.m. at The Converse individuals living with Home, 272 Church St, mental illnesses. Call Burlington. For more info Tammy at 1-800-639- call: 802-862-0401. 6480 or email us at connections@namivt.org MAN-TO-MAN CHAMPLAIN VALLEY PROSTATECANCER Support group meets 6-8 p.m., 2nd Tuesday of each month at the Hope Lodge at the UVM/FAHC campus. 1-800-ACS-2345. VEGGIE SUPPORT GROUP Want To Feel Supported On Your Vegetarian/ Vegan Journey? Want more info. on Healthy Veggy Diets? Want to share and socialize at Veggy Potlucks, and more, in the greater Burlington Area? This is your opportunity tojoin with other like-minded folks. veggy4life@gmail. com,802-658-4991, PLANNING & ZONING MEMORANDUM TO: South Burlington Development Review Board FROM: Cathyann LaRose, AICP, Associate Planne RE: Agenda Item # 5, Gardner Construction DATE: November 30, 2010 Final plat application #SD-10-35 of Gardner Construction, Inc. to amend a previously approved three (3) lot subdivision. The amendment consists of: 1) revising condition 8 of the December 5, 2006 final plat approval decision to reduce the amount of translucent windows and surfaces oriented to the south, and 2) connecting two (2) of the lots to the City's sewer system in place of on -site septic systems, 22 & 30 Highland Terrace. A copy of the 2006 Decision is attached. Section C of the SEQ chapter of the Land Development Regulations, Residential Design, states that: (1) Building Orientation. Residential buildings must be oriented to the street. Primary entries for single family and multi -family buildings must face the street. Secondary building entries may open onto garages and/or parking areas. (Special design guidelines apply to arterial streets). A minimum of thirty five percent (35%) of translucent widows and surfaces should be oriented to the south. This criterion is a guideline that may be waived by the Development Review Board in cases where doing so would better contribute to the overall design and innovation of the PLID. The applicant has submitted a plan which details two new units. The units are proposed to orient themselves to the street (Highland Terrace), which is to the west of the properties. 575 Dorset Street South Burlington, VT 05403 tell 802.846.4106 fax 802.846.4101 www,sburi.com From staff's review, it appears that re -designing the homes so that they would present most dominantly to the south and in compliance with the translucency criteria may conflict with the orientation to the street. The applicant should address this for the Board's consideration. If the Board will grant relief from this requirement, it can either approve a minimum percentage which is less than 35% or grant total relief in which case the percentage is totally up to the applicant. The applicant is also seeking to connect the proposal to municipal wastewater rather than on site septic. The Director of Public Works has reviewed the plans and provided the following comments: We have reviewed the referenced plans (dated 11-9-10 by Champlain Consulting) and have the following comments to offer: 1. The 1,500 gallon pump station, 4" force main and all associated parts, motors, etc. are to be private and will not be publicly owned or maintained. 2. Detail 2, note 4 on page C-3 shall have the following language for pavement restoration — Pavement patch to match existing section or to be 2 '/2" Type II base and 1 '/2" Type III top, whichever is thicker. Staff recommends that the Board approve Final Plat application #SD-10-35 subject to the degree of relief, if any, they wish to grant for the translucency requirement and subject to the two conditions from the Director of Public Works noted above. GOIOHL Naas r Tar tapographXc pWww Dory Ie wt m W t.,wa w a P.oPrty hwnaery slewn Mr pl wao«tr lb.shown ZOMNQ REQUREMEN7S �/ s'"FT ST. oroe� reMenw a4y =.,__ 116 (2) lII01 70 GIIIBON > a WGAi, 11 mlMl GOWWHAG70R ZONN6 OISIRIL`T - SOUTH FAST OUAONIJIT SOUTH on" TOIPY ox wMM OR•�M.e *l El*— a WD USE - SINGLE FAMILY o BURLINGTON era p oM e d BMd condlNew. I7EM REQUIREMENT v (3) NI edw" WARY iftf eon pvNMe lM—t IM hdp of DIGSAFE. Q ((14) Ths Gwwr�d C�qn W tthe LOT 92E MINI. 12.000 SF N iy*tm hwn � W mY w to T awHratd- y aslablNfi IwWton o1 all unasywna uWRbe beelad w 6ro proled dla BUILDING COVERAGE MAX. 15X Awm (5) Wh— ehwneboe w the propot erowN9. m undeer, ommot TOTAL LOT COVERAGE MAX 30% \ the ProJect &,In— II,I. Wy ter daft0l.. (6) It 1. the Gw Ii Cm4ator'e n powWWty ro enema thut FRONT YARD SETBACK MN. 20 FEET O \ Me P.J t era 're t tM IWM ro 1e . SIDE YARD SETBACK MN. 10 FEET LOCATION MAP \ REAR YARD SETBACK MN. 3D FEET N.T.S. Raw 1 I ( I I 1 I 1 I /. 5.G4' PJ 14G. PROPOSED PAYED DRIVEWAY WITH / PARKING FOR TWO VERGES. GARA Yl ) I POOL I t,t 1 V' (r i f � R180',rb Lj R TIP t dt 11 ff � DESIGN SUMMARY. 1. PROJECT DESCI PTION: MODIFlCATION OF SEWERAGE DISPOSAL AND HOUSE FOOT PRINTS FOR THE PREVIOUSLY APPROVED TRUTOR THREE LOT SUBDIVISION LOCATED AT 40 HIGHLAND TERRACE IN SOUTH BURLINGTON, VERMONT 2. CONTACTS: r a GARDNER CONSTRUCTION, INC. \ 85 PRIM ROAD. PO BOX 21 N/F MARK ABRAMS COLCHESTER, W 05446 CONTACT: BRAD GARDNER APPRMMATE �LOAREA RESERVEREPLACEMENT E84ECT CHA PLAN CONSULTING ENpFEERS 85PRIM ROAD, P.O. BOX 453 DISPOSAL SYS — _ — — 145&BO' — — — — — — — — — — — — CON HESTER, VERMONT 05446 — — CONTACT: MARTIN COURCELLE, P.E.WA97EWATER — — — — (602) 883-6060 DISPOSAL EASEMERT � ^ ( \ BERFT1771N0 LOT 1 I 1 CLASS I WETLAND OFA1NEAlED Br JEFFREY sEVExsoN. 1 //11 7.13 ACRES \ \ 80' WETLANDS ECOLODI57. I I WETLANDS BUFFER � FtEOPROCAL WASTEWATER \ 1 DISPOSAL EASEMENT BEREFITTRIO LOTS 2 k 3 TO BE d50LVID / 1 � / I 314e0' CITY OF SOUTH T—IAA 3 I — 1 BURLINGTON / DAVID k MELISSA / I TP- FAMILr I 1 I �4 � TP05 PROPOSED SINGLE FAMILY TP A LEGEND IEASTNG ACCESS EASEMENTI N/F SOON k MIKYUNG KWON 344%' _ — — I Q EXISTING CONDITIONS SCALE 1' = 60' Gmphic Scale feet 60 0 60 120 180 24 CITY OF SOUTH BlBO UM RECEIVED NOV 12 2010 MY of So. Burlington 1liRJ�IOE uma 1. TOPOGRAPHIC SURVEY BY VERMONT LAND SURVEYORS RTLM 'JOHI TRUTOR PROPERTY 40 HIGHLAND TERRACE SOUTH BURLINGTON. VERMONT- DATED SPTEMBER 20. 2005. 2. VERMONT DEPARTMENT OF TAXES, VERMONT MAPPING PROGRAM, ORTHOPHOTO #1002K YEAR TAKEN 2004. 3. SUBDIVISION PLAN BY CHAMPWN CONSULTING ENGINEERS. TITLED 'JOHN AND PATRICIA TRUTOR 40 HIGHLAND IMAGE SUBDMSIOIN SOUTH BURLINGTON. VERMOW DATED OCTOBER 16, 2006. 4, SUBDIVISION PLAN BY MOWN CONSULTNA NC, TIRED 'SITE PUN ALGMANTAS k lERINGA SHA NA THREE LOT SUBDIWSION WOHLAND TERRACE SOUTH BURLINGTON. VEAMOFII' DATED APRIL 26. 2010. CONCRETE MONUMENT TRAVERSE POINT O IRON PIN ® E WSTING DRILLED WELL 02 LEST PIT TREE LINE ..... _.-.._..yIy, _ EXISTING CONTOUR EXISTING PROPERTY LIES e� NEW PROPERTY LINES IETLAND BOUNDARY HELL SHIELD STONE WALL — — — — — — BUILDING 04VMOPE DOSTNG SEPTIC co UJ OZ .0— P U_ go . 00 Z ga s 1�1 W w eeeeU rcd v 8 1E DF 5t¢v�C' �Ia�gFt * N0. 9745 CIVIL 4/4MS� TONAL z ° O E' W a U FT� N 'Enni vl W Vl O E" a z z a F w a w.1 /Z Tx�klT o % F--I iv -I m O H ° DRAWN CCE CH CKED MEC SCALE i' - 60' DATE 11/09/10 325168 SHEET c-1 OF 3 SHEE S i CONSTRUCTED AS OF ISSUE DATE OF THIS PLAN SET. REFER TO PLAN REFERENCE µ ON SHEET C-1 1 EXISTING S/H 1 PoM - 43g.7f 434.73 CORE 3 B00T NEW FORCE MAW INTO EXI5INC MANHOLE, SEE DETAIL 7/C-3 1 I NOTE CONTRACTOR SHALL I COOPo)WATE ALL MORN IN THE HIGHLAND TERRACE RIGHT-OF-WAY WITH THE CITY OF SOUTH BURUNGTON DEPARTMENT OF PUBLIC WOIRKS I I I I 1 I 1 1 I LEGEND 1 1 1 I 1 1 1 1 F----------- I I I I 1 I NEW 4 SDR-21 PVC FORCE MAW I I I i I I I 1 I I I I I tY I — — �— I — — — — — — — — ---I — — — — NEW WASTEWATER DISPOSAL EASNENT TO 1 I BENEFIT L015 1 h 2 1 1 111,07, PROPOSED PAVED 1 i () CONCRETE MONUMENT Q. TRAVERSE POINT 0 IRON PIN ® ENSIING DRILLED WELL TZ?TEST per TREE LINE ... .. ^.=3,..... EXISTING CONTOUR NEW CONTOUR �E S S— NEW SEWER LINE �FY FM —FM— SANITARY FORCE MAIN — UG UG UG UNDERGROUND POWER —W W W— NEW WATER SERVICE LINE SF SF — SF — SILT FENCE EXISTING PROPERTY LINES s� •� NEW PROPERTY LINES — - WETLAND BOUNDARY - WELL SHIELD STONE WALL — -- — — — — — BUILDING ENVELOPE G PROPOSED SINGE FAMILY HOME 0 AREA RESERVED FOR REPLACEMENT. WASTEWATER DISPOSAL SYSTEM FOR EXISTING 4-BEDROOM HOUSE. (2) 4' X 31' TRENCHES IN A M UTNED WASTEWATERDISPOSALSYSTEM 117H FILT/! // •.1 -� �' u I II %IJ iJ I f FFLUENT ! rl ; I tJ It i I i I d -7 1 f ! L ?F 5 1� I I !. t t I I -'N � 1� 1 , { TP-0� 11 a ! j I 1 +.� TP-3/ II I J i I ! 1 IV / 4' A. SOFr35 PVC FROM I DINEW MO bLOPEt01/4' /J 1/ ,rJ / PER 1 J/ t' Is /N. I I NEw CONTROL PANEL ANDiM ALARM MOUNCED, ON ELEc TO PUMP STATION WILL Ili ROMED THROUGH FIRST 1 NEW RESIDENCE CONSTRUCTED. / / , t JJ / Q5 1. r f / / Te lop", ei_� _. -4 d L , :F w IX PROPOSED I 1/ SINGLE I I ✓,;�. rs �', .r 1 � 1 I J 1 ji 1 11 I 1 1 / 11 AMILY 1) i f! / j l 1 I J 4-� HYPOTHETICAL HOUSE SIZE AND LOCATION. ACTUAL SZE AN0 LOCATION MAY DIFFER WITHIN BUILDING ENVELOPE, TYPICAL DiL. ENVELOPE WASTEWATER DISPOSAL PLAN MIC/ D-3 SCALE ," - 20' IIPlAGEMEPIT SYSM BASIS OF OIE IGIN FOR TOISINOBASIS OF FOR HOUSE am 1) � PLAN FAQ w to 1W Par we - 1. General Not- Lot 1 - 4 bedroam hone - 3 bedrooms x 140 gpd + 1 betroan x 70 gpd - 490 god Application te- 2.0 gd./sq.fl./day (Using flitrole effluent) a. The Contractor Nil ashobact and mcbtab all —Is. measures In *Vermont Area = 690 and = 245 eq.ft. aorordonce with the Handbook for Used- PrewmUan and Sediment Cmtrd.' 2. gpd, q.ft Use mound system with (2) 4' x 31' Disposal Trenches - 248 .% it (PrewcrfpU:0 Approach with 24' to SHGWT- TP-8) 2. CmsWclkn Sequence PUMP STAIM 0ENM a. The Contractor NaII be rewiPmebl, for establishing all erosion control mestorm delineated m tin plans and my additional measures that are naasysary to minknke Dodge Daly Flow 2 Uaft 0 20 N pelf wA - 420 gpd (YdI/M CIA/ Jet 1 ! 30 baelon. The Contractor shall haw motion contra moterMs and Installation equipment on One at of times. DI) Flow - 420/1.440 min,/day - 0.292 gpm b. Silt fences wlwll be Installed dam' Me base of the fill slopes. This shoe remain In place until the project site has bem ctablised. Install stane check dome In Pell FIM grass -lined vales to prevent at horn washing Into the drainage system Wring - 0.292 gpm x 5.0 peaking facto - 1.4ft gpm ns construction. Hoy below Noll be removed when vegetation la eetditsh d. Mind- PnflWlg It q-' elllseie c Duet shag be controlled through the application of calcam chloride or out- - 4' force main: 2.5 fps minimum Nlodty - 100 gpm d. E—sted malarid from earth exeswtkn and ditch digging shot be disposed of oMelto - Static Head - 10.0' or used for Project fitmaterld If determined -Roble by the Owner's - At 90 gpm, TDH - 375' x (0.52/100) +10 - 11.05' Rspresent.tw. - At 100 gpm, TON - 37V x (O./4/T00) +10 - 12.4' - At 110 gpm, TDH - 375' x (0.75/100) +10 - Me s. All temporary smion control measures requked for my propoaad .Inter eork Noll be inataled polar to October 1. These measures shell be In place prior to the Perpp Sele0Y01C eanmencem-f of any sits wok or earth -mating. - Simplex submersbho Hydrorwtic *swage pump S4F-2-&4P 230 volt 3. Temporary M6aeaes - 100 GPM O 12.4' TDH a. Stan, Check Dam - Shell be placed according to Stan, Cheak Dam detail. - Dose - 400 gallons - Approximate Run cycle - 400i 9a1s./100 gpm - 4 minutes Check Done Nall be repolred o replaced m needed. Once wgetatkn is mIOMINed and Me dame are no longer needed for erosion control, they may be removed. Sedmenl nop*b Shrew deposits Nall then be removed and plowed in -upland area rhea Mare le ono - 420 gallons danger of further sawion. Sm0. PI b. Sit Fens- - The silt fences Nall be amebucted In accordanm with the construction - 1,500 Gall- Pump Station - 749 gale provided dotal. The fence what generally be placed 10 feet from the ton of the slope a - Nown an Me pion. The ends of the fence Nall be paced uphill to form a hara-hoe Nape to trap all anon. I 459= LOT �//yL�,� DAMD a aCYS-1 OMER 5.4± ACRES .MBr e€1,5001GALLdt PRECAST , / / , / 1 1 1 J ( / I NCRETE PUMP STA11f1N MITH FR TO ADE ACCESS , // f/ i/ % 11 1 11 I! 1/ f f J 1 r J 1 ! 1 P 1 1 I I I t \ 1 1 I 1 ! I t I \ \ t t O f I I I 1 \ I I i I i 1 I 1 1 I I \\ \\ \ 1 1 4 i 1='�� INSTALL NEW EROSION REQPROCPL WASTEWATER NOV • 12 2010 CONTRA SILT FENCE PER DETAIL OS'OSAL SYSTEjA EASEMENT TO RE DISOLVED Graphic Scale City City of Soo Burling#on feet 1 aw C� t 20 0 20 40 60 80 After the flnkhed grade has been setabilahed and the fealzs spread, plant the The silt lent- Ndl be inspected periodically fair damage a buildup of e.dImmt seed mipato Orin work specificpeal into the set. Apply heed on the pUpon All damaged slit fence Nall be repaired or nploced. Sediment deposits Nall be icedfirmw esed bed MN approved machmicd -edera or hpkaeeeding esulpment. Upon emowd hen the fame as they accumulate and paced in an area where then ie no of the abow planting spaalims. roll all areas. leaving Me aurlaos of all danger of fulls ercebn. �pletan We to grade, smooth, and free hen hdlowa or other kregulmitiee. Thoroughly water ell newly punted ae- Immediately Ono planting using a fine M d c. Erosion Matting - Eroelan mat0n9 Ndl be placed an all gross -lined wrd- with profile g -Pray. Protect bmkv and weales hen ercekn and repair week, Nat occun. Bass, Erosion seeding S.oX and Ndl be placed and mob all in accordance with Me -d- a oMni 9Immedled areas that haw been washed out or how become damaged Vermcot Ageay of Transportation Standard Specifications Sestims 854 and 75507. shalt ropaked Immediately, Unle- a 1.n grated by the Engineer M plant a c off sesaon, a°°deed will be conducted only during Me period horn April my du to d. Dust Control - During construction, dust ell be controlled with water distributed r k h e Seeding andl not proceed before oMs phases of the work hws by a truck -mounted spay bar. At Me direction of Me Engines, Calcium Chtorlde pr Err. d M^p-•eel mfflcbntly and Ntll not Inter/ere wIM other phase, of work. AASHM M 1H s Sodium Chloride M 143 may be used. a All stockpile m.taid (topsail, barrow, efc) .YI is now a hay Me dice a het fen- After weeding, mulch shell be applied at a rote of 2 two per oars. constructed around Me pedmeler. Seed and match etookpil. metered ae possible to savant sal erosion and eedh tern. ion on K. Locale stockpiles m the 5. Wnter Cmehucllon uphill aide of disturbed arms, if possible. During rindy condltane, stockpiled material shall be aowned ar watered wproprkt ly to prewnl wind erosion. a. It due to the pro schedule. cmetncllon Wryp the winter months k neceeaar y Me contracts shot follow Me winter cansbuctlan fea-does M outlined In e a I. Slopes gols than 1:3 shall haw soviet control netting Metalled to atabill.. Me "Vermont Handbook for Ereelon and Sediment Pnvenlion Cmtrd - Ca-t clka Sites' slope and reduce Me erosion potential. 1-tall netting over mulched elapse so Mat all pate Oro In contact with Me wol and mulch. Pin netting with .ke Naples 3 foot I. Mbhlize dbturbmce between October and May. o.c. to ensure full bonding with ail surface, II. NI —I.. conhd messuras shell be In plme prig to the pound 1—ing. A Parmmmt Maa-r- Ill. Mulch andl be applied to all disturbed are at a to of 90 pound. per 1,000 ".am feet The Cmbraebw shall maintain ell on- that are mulched until a. Grows Used Sea- - NI wwales that are not atone -lined shall be tap -Id, seeded. Psmanmt vegetation Inn be mtdA hed. fsUlbod -al mulched. My area which showe slgne of erosion shell be reseeded Immediately and nobbibed until pmnment wg t tim k-toMbhed. 6. Malntmance. Guprmtse and Acceptmce a Th.m Cbacla shallcare be reepaneble for the and maintenance including watsing b. Restoration - Ae soon as constuatim to completed In a Erne. aces, It .It be of boded asps, until no weeding le ktWmted and accepted by Me Owner. topected, seeded, fertlned and mulched. The topsoil Nall be-bmitted to the Extension S-Ice for analysis. Fertilizer Nail b. Reseeding Nall be done until al cress ace completely cowed with a mature stand of pa-. An ores Nal be came covered when the mti a wurface contdna a be applied at approAnustoly a rate of 400 pounds per acre depending an von wuckwous stand o1 goes. Are- that. In the opinion of Me Engineer, are analysis. 11 namewary Ilme shall be applied to Me topsol to produce a esl PH of mw predoinantly seds what be plowed up fine graded, fertllmd and reseeded In the aoproxknetely B.O. onner specifled previously enschiing cation not to muse damage to new or axiemg plant material. c Maintain and guarantee ell wooded arms until acceptance. Q � "' w OZ Pqo!� U— t •Pool z 0, CIS tit U tE OF VEn, y��gtE•raNn'rb'r�` * NO. $745 CIVIL <yt>EnAfg �� ONAI z E. Z O z O E W Qi l� E- � a z w w o F U Z co Ez°. w �^z Q EE- O rT j 0 DRAMM CCE NECKE MECD D scAIE 1• ew 20, DATE 11/10/10 nth. a25168 SHEET C-2 OF 3 SHEE S MOUND 6" �A�. PAIEW C It er k I OTAL COVER 4'-8' - W-6') it . C (TOTAL COVER LESS THAN 4'-e7 CONTROL PANEL W/WARM UQ1T d BELL MOUNTED TO CONTROL PANEL 3• CA. VENT W/ CARBON FILTER ALARM R UGH L 2 R T z 2 1TU x 1/4' O' Q (CLOSED v .: . ,mot 3 FLORIN COVER WELDS OF TIERING y; UGHT DUTY CAST NON FRAME 3 COVER (ALL NERDS R METAL PARTS SELECTED BACKFII.L FROM INSULATION) c:., TO POWER SUPN E PLY AS REQUIRED. FINISH GRADE ELEVATION PER SITE PLAN ro BE PRIMED AND PAINTED) TRENCH EXCAVATION Fj THOROUGHLY COMPACTED �. IN e• UFTS FOR PVC PIPE, D.I., COMPACTED ` • CONTROL PANEL Pj COPPER g1i�HOPE PIPE SAND FILL � - C; 1. RWACTI O' FILL AND BEDDING / A �= I = � JUNCTION BOX ••- • T LOCKABLE COVER L 2 7 r z 21/2' z 1/4' SHALL BE TO 95% MIN. OF MAX. DRY J BNG RAL N O DENSITY AS DETERMINED BY THE NORMAL PPENR1 NOTE: INSTALL WIEN COVER 36' DIAL RISER STANDARD PROCTOR TEST. IS LESS THAN V-6'FLEXIBLE SLEEVE CAST ': p 2. BEDDING MATERIALS FOR PIPES SHALL BE INTO CONCRETE. T.p. .:. ,.: .. ; ". ei.: .A:v w: r. ,::,,. 'THE i CONTRACTOR ALTERNATIVE WELL GRADED SANDS OR CRUSHED STONE. - �1�TON�pI j CONTROL PANEL MOUNTING O WATER EWER r I s SALE BRACKET FOR APPROVAL 3. IN TRENCHES W/ UNSTABLE MATERIALS, /L 1vA SUBMERSIBLE THE TRENCH Bo/TTOM SHALL BE FIRST %� INSULATI N DETAIL SOLIDS HANDLING PUMP STABILIZED BY FABRIC (MINA 5DOX OR EOUIV.) k B• CRUSHED STONE-3/4 MAX C-3 N.T.S. 4• SON 35 PVC EMERGENCY • IMON OR APPROVED -2-� 4. PAVEMENT PATCH ro MATCH EIOSTNC DISCHARGE FROM STORAGE - 740 CAL. EQUIVALENT O p SECTION. �r tr x 1r x 1/4' PLATE 5. A WET TRENCH SHALL BE DEWATERm SYNTHETIC FILTER FABPoC LLLL ./ 4 1/2" ANCHOR BOLTS PRIOR TO INSTALLING BEDDING. SECRm TO HARDWOOD POSTS O e- ALARM FLOAT FLEXIBLE SLEEVE CAST d . 4-8 INTO CONCRETE. TYP. SEWER PIPE OR STORM PIPE - 3/4' CRUSHED STONE a WATER PIPE - SAND - VAOT 703.03 � FLOW 4 4' DIA SDR-21 PVC _ MOLE BU911ING h PIPE YA1E111AL _ ON FORCE MAIN TO EXISTING MANHOLE _ n COUPLING (SEALED) AS IlaAlD ' ' 6• SET PUMP CYCLE WIDE MERANGCURY - O 4110 GAL/bOSE 1:1 MERCURY •� 7 N� ��T V-10' II II TO FLOAT SWITCHES 16, UNDISTURBED SOLI. OR ROC( ANCHOR FABRIC WITH SOW ro PUMP TTAAAfs' MNTIH), e , CONDUIT ro POWER ^� �A dOl _. ..... _.. .... .. ... a. MM AYP LL SET TANK LEVEL ON 1'-0• YIN. SUPPLY AS REQUIRED T Y % 2• HARDWOOD POSTS O 6' O.C. COMPACTED CRUSHED STONE (1-1/2-) G 3 N.T.S. dal SILT FENCE DETAIL ,�2n.Io 1PenFeA,taN Ga N.T.S. n PUMP STATION DETAIL n PUMP STATION CONTROL PANEL DETAIL CONSFRVATON MIX CRASS SEED �� N.T.S. N.T.S. % BY WEIGHT LBS. LIVE SEED TYPE OF SEED PER ACRE 35 35 CREEPING RED FESCUE 23 23 KENTUCKY BLUEGRASS NEW a 2-46 QliOWS 15 15 ANNUAL RYE SDR-21 11 11 WINTER HARDY PERENNIAL RYE SANITARY (VARIETY PENFIFlNE, MANHATTAN FORCE MAN 1Y-O" SINCE DRIVE C2 SIMILAR VARIETY) 6 6 WHITE CLOVER A 10 10 HIGHLAND BENTGRASS 100 1 100 J UVE SEED/ACRE it 2' iROM BOTTOM OF VERTICAL CULVERT 15• MN. OA. TAPER NEW GRAVEL SHOULDER / PPE TO INVERT IN OF FORCE TO MATCH EXISTING ID I RA IDon ILO FT CORE h sFALJ ' M� SPRING SEEDING EXISTING ARMHOLE 12' FROI BOTTOM OF VERIICKIM -M aAPEY' FALL SEEDING INSTALL FID0BLE PPE TO FLOWUNE I¢� I O � (a) AVERAGE DAY DEMAND - 1,470 GPD WATERTIGHT SEMNAW PUMP 3G71M 1.s - M HL 1191 1808 1b FF CONNECTION 9 O (b) MAXIMUM DAY DEMAND - 2.04 GPM DOLOARTC GROUND UMESTONE mGE�Si �Lf 1.470 GPD/720 MIN. - 2.04 GPM The cwbwlar shall be respooside to pra ids a canplete operational pomp Mation meeting NOT LESS THAN 85% OF THE TOTAL CARBONATE (c) INSTANTANEOUS PEAK DEMAND - 15 GPM Me requiements epedfied heroin. N pumping equipment• cpot als. and appurtwanobs SECTION A -A shml be mutually aampdNI am a Ono &' h submntd I r Mere. EDGE fir > 3 UNITS O 5 GPM PER UNIT - 15 GPM The ewtnydar Shan notify th O __ ^9 ere on e equ 4 MINIMUM APPROVED TOPSOIL (d) SOURCE CAPACITY: supplier when the station is compete. An offlci i "start up Adbe schedulod ��_ - 4������ DIRECTION OF FLOW EXISTING WELL - 75 GPM to orb— the elation operation. Items to be dw nk•d sham Ndude. pumping rate APPLY BINDER OR NETTING A$ NEEDED -- EXISTNC sequencl g, and all pond hnctI- __ GRAVITY E STREET (e) STORAGE CARROTY - 90 GALLONS sueesv yp ADOB'FyM>< 6 IEIDOLp t SEWER (f) PUMP CAPACITY - SUBMERSIBLE PUMP i001 THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CARE AND MAINTENANCE, PLAN CAPABLE OF 15 GPM MINIMUM. N eir Mdl how not lees Mon t100 volt hsdatkn end all poser wNnq aed bus Mtll be INCLUDING WATERING. OF SEEDED AREA UNTIL THE SEEDING IS INSPECTED AND EXISTING PRE -CAST (g) OPERATING PRESSURE RANGE - 30-50 PSI N oomplele con(amity Mih Me Natlond Decirk Cade and elate end local ono NEMA ACCEPTED BY THE OWNER. INSPECTION SMALL BE MADE AFTER THE SECOND CONCRETE MANHOLE Bwbictl Stendo,&. Control wlring Man be color ailed. N )M connections required to MOWING. THE CONTRACTOR SHALL NOTIFY THE OWNER 48 HOURS IN (h) FLOOD PLAIN - N/A conwnbntly rploce aanbd components andl he mate M approved type termind Mocks NM ADVANCE WHEN THE SECOND MOWING IS SCHEDULED. engraved bakellle marker strip or similar approved mown RESEEDING SHALL BE DONE UNTIL ALL AREAS ARE COMPLETELY COVERED WITH P07PLI! lIATPLY A MATURE STAND OF GRASS. AN AREA SHALL BE CONSIDERED COVERED WHEN OLD GROUND 9• DEPRESSED RAW 55�V 55VV THE ENTIRE SURFACE CONTAINS A VIGOROUS STAND OF GRASS. AREAS THAT, IN y y STREET The parer supply sholl be 230 volts. 3 wire, 60 Metz. THE OPINION OF THE OWNER. ARE PREDOMINANTLY WEEDS SHALL BE TILLED. GGII GG FINE GRADED, FERTUZED AND RESEEDED 1N THE MANNER SPECIFIED ABOVE. NEW 4• pA VERTICAL RADIUS 12'-0'ENCLOSM SDR-2s AS NEEDED , FORCE MAIN AX _p,1J �'T The deva0ed spulpment sndl he housed N a IEMA 3R endasee arwgsd fa Nt d SANITARY 13% y RECEIV (de... •�,N padwtd mpuntkg where Mown an Me 4ewingn The endmwre Mdl be gprotl�ina[d \ 38• ddq 30• high, end 9' deep. The endorsors a". be "'.a tad of not bon Mw 14 /— gauge gahani.ed sled. The endoeum Mdl taw an exterior grode gray ernanel caatkng. SITE g)s�TORATION \ The puts doe lost taw a etainlew steal hinge arM pin end be Hach kdnle. N.T.S. PLAN \ NOV �� Qj ThI. waste Oral tompeproof. min -tight endow. Mall be dedgnsd pwl0cally far NO Y V mwniIng N w unprotwted Outdoor Iwatlon. It Mdl haw a goekele], hinged, front sw,hx TYPICAL DISCHARGE MANHOLE door 'Nh lacking cgPd I ty, end on Msmdly manned hinged dead bony pawl w that all SECTION AA the co p-entn normally actuated by Operating P=,l ore a wlble MMput opening no n CORING DETAIL 15• MN. CULVERT dad front end yet are at espwed to the dement. er to an.thai..d personnel. C-7 AS REQUIRED N.T.S. An major canlits ru aM avbosmWar K. be rusan,Identified as to Mclkn wIM IamNMaQ City of So. �3uriingior� en¢a.ed bdrMte namplMen or similar np�a.ea mere„ WATER n TYPICAL RURAL DRIVEWAY DETAIL PRESSURE Pint TOR101O (ABOVE SEWER) NOTES POINT OF c-3 N.T.S. SEWERS CROSSING WATER MAINS SHALL BE LAN) BENEATH THE WATER MAIN WITH AT LEAST 18 A rthe eneral Gran Champlain Cum of ? FngNwrn 48)shabe notilNd SEWWER INCHES VERTICAL CLEARANCE BETWEEN THE OUTSIDE O" THE SEVER PIPE AND THE OUTSIDE O' Q by Me to Cwthe r a mNNa.l of tarty) dohs (4ye . In THE WATER MAIN. THE CROSSING SHALL BE ARRANGED SO THAT ONE FULL LENGTH OF SEWER PIPE dance to .New Me compieled weslewler diposd system. IS CENTERED BELOW THE WATER UNE WIN SEWER JOINTS AS FAR AS POSSIBLE FROM WATER 16' MIN. VERTICAL SEPARATION; JOINTS. 1.5 9NfX.E DRIVE N laru main Mtll be presaee ak leakage tested. The Canbacta PROVIDE SELECT BACKFILL 6' MN. SINGLE DRIVE abor to perform COMPACTED IN 8• LAYERS TO -guenchent all gages, testing Clogs, cop; aM all other neesYory 95% STANDARD PROCTOR DENSITY. WHEN IT IS IMPOSSIBLE TO MAINTAIN THE 18 INCH VERTICAL SEPARATION: N pressure testing Moll be lane by an indpendent Mhd party pprowd 1. THE SEVER PIPE MUST BE CONSTRUCTED TO WATER YAN STANDARDS FOR A 4NIA1M DISTANCE by the Engineer. The Contractor Mal 4eelop end maintain far hen OF 20 FEET ETHER SIDE OF THE CROSSING OR A TOTAL OF THREE PIPE LENGTHS, WHICHEVER IS hears, I50 peeent (15KIX) of Me waking Pressure mwured N pasMs GREATER. per a P- Nan (50 psi mNlmum). Fol- to maintain presses elthln 5 pel of the M-h%d test pressure far a ten hour period —that. a failure 2. THE SECTION CONSTRUCTED TO WATER MAIN STANDARDS SHALL BE PRESSURE TESTED TO of Me section tested. No pipe Installation Md1 be wcpled If Me led". JOINT MAINTAIN 50 PSI FOR 15 MINUTES WITHOUT LEAKAGE PRIOR TD BAcxnUJNC BEYOND 1 FOOT 4• MIN. CRUSHER RUN GRAVEL BASE N greats Man not determined by the following formula, ABOVE THE PIPE TO ASSURE WATER TIGHTNESS. (VT AOT SPEC. N. 704.05A FINE) COLOR SHALL BE NON -WHITE SHOULDER SLTE O 3/4• PER L - NO P WERE A WATER MAIN CROSSES UNDER ID SEWER, HE SEPARATION LDLjN [E DAMAGE O T A 7 � CONCETE ENCASEMENT SMALL BE FRONDED FOR THE SEWER ro PREVENT DAMAGE TO THE WATER MAN. -0.021 FT/FT.(ryPICAL) -0.021 FE/PTdTYP,cAL) er S MIN. 3 MEN._ IRL 1' MIN. TOPSOIL L - P is Less 3 1r MN. BANK RUN GRAVEL SUBBASE S - Length of Pipe Testing L - Now Leakage N gde/hr MIRAFl SOOX FABRIC COMPACTED GRANULAR BORROW D - Nominal Diameter of Pipe ( ) TYPICAL WHERE REQUIRED P = Average TM Prsaelre (psi) N -Numbs of Joints N tie Pipeline Tested %� WATER SEWER CROSSING DETAIL o 133,200 'C-18' I. All materials and construction shill be N oaaordwee wIth My d-.ged or dMs trw plpe. 6ltkgs. or wlwe that are dbso,v ,e N.T.S. USE STONE LINED SWAIE WHERE Me Town of South Burlington Public Works Specifications and Me Toren of .9 the teal MtlI be repair a replaced w%h aaxnd material .nil DRAINAGE WAY SLOPES EXCEED 5% SquM Burlington Volunteer Fire d Reswe Seryl :ee Recanmended Standards the test Mal be epeated. 2. Match existing slopes. Maximum Mope 1 mlicd/3 hanizantoi. 3. MINOR 50OX Fabric a' pprowd equivalent Moll be Nslalled under gravel subbase course. PUMP STATION SPECIFICATIONS +D TYPICAL GRAVEL DRIVE CROSS—SECTION �3 c-3 N.T.S. �T�nn 4-4 y� W 1 W oC W 5 O Z o. 0 - U— a$ z • rl Z ROfi eo $ W a� �os U 8 c3 10 9 U �g OVfw_ * MO. 8745 CALL AL .z H U O o F) Ir Ir^> Q O E NU E z w w O Q Q F z 0 /Z/ x a x x �h E. V (n DRAVM4 CCE H ED MEC SCALE N.T.S. DATE 11/09/10 NO. 25168 sheer C-3 of 3 sHEeTs