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Home My WebLink About06-22P_THE SHOPS AT EVERGREEN WALK (PHASE III)_BUCKLAND ROADf' STATE OF MASSACHUSETTS ....` -- 4vvifaY �:. iA:3wY ,[aaAxcn,, R .%axtsax actmac 54 ,.>....... y zaixrxza sA�xa uran SSv� —{ Y a�auir% 91 nxbrca WA"tx: m } .. ems, 1 ' 7 ::aaxmass i Lu l J �mca 4xAiA n 9X6 %8 z Lj- O xc# .. %Gvxs aasAx::s: � Y,.2iRYjfd r 84 �'� xxzAsrr. 391 a 70 YtA $A� N&Ystz 'Xq.Xa N9Q A ISAVU II6. CONTENTS rQarxce: �, LONG ISLAND SOUND 2ie1N.S6 K43N1QtE i6AYR X6.i2�A ARi:lAt0. ;wXXN6M: :irmata avrw.X:: O sta<axae vaiam:x: ❑ xwxw co D z STATE OF CONNECTICUT L.Q.Q.A.T 1 0 N MA.P. N.T.S. M MUNICIPAL LOCATION TITLE SHEET AL-1 APPROVAL LETTERS PLAN KM-1 KEY MAP EX-1 EXISTING CONDITIONS PLAN SPA SITE LAYOUT PLAN GD-1 GRADING AND DRAINAGE PLAN SU-1 SITE UTILITY PLAN GN-1 GENERAL NOTES EC-1 EROSION CONTROL PLAN EC-2 EROSION CONTROL NOTES & DETAILS LL-1, 2 LANDSCAPE PLAN LL-3 LANDSCAPE NOTES & DETAILS DN-1, 2, 3, 4 DETAIL SHEETS CS-1 CROSS SECTIONS H.01 OVERALL HARDSCAPE PLAN SITE LIGHTING PLAN DETAILED HARDSCAPE PLANS (UNDER SEPARATE COVER) ARCHITECTURAL PLANS (UNDER SEPARATE COVER) CAD FILE: CV05C150603 THESE DRAWINGS SHALL NOT BE UTILIZED BY ANY PERSON, FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF BL COMPANIES TIC SHOPS AT EVERGREIN WALK "T T A C177 TTT r r.. ul. 35 BUCKLAND ROAD soum I!- 1SOP*,, CO��V V 1 PREPARED FOR POAG & MCEWEl� �,IFESTYLE CENTERS PNIAL PLANS TGl/v'lv nf- � OUTH WINDSOR AUTt<)lI`ED SIGNATURE DATE: 6410 POPLAR AVENGE, SUITE 850 SI."qj'E 38119 �/ : D� D� Companies ARCHITECTURE ENGINEERING PLANNING LANDSCAPE ARCHITECTURE LAND SURVEYING ENVIRONMENTAL SCIENCES 150 T' U M B U L L STREET, 6TH FLOOR HARTFORD, CONNEC T ICU T 06103 (660) 249-2200 (860) 249-2400 FaX Sao RELEASED FOR CONSTRUCTION lou"I WN%'! IP ANNiNQ Q1099 14UI' z Q iU m TAMARACK DRIVE SMITH S DEVELOPER: POAG & MCEWEN LIFESTYLE CENTERS 6410 POPLAR AVENUE, SUITE 850 MEMPHIS, TN 38119 (901) 761-7604 DATES 5• ,' j►gym L i S ITE POAG & MCEWEN LIFESTYLE CENTERS 6410 POPLAR AVENUE, SUITE 850 MEMPHIS, TN 38119 (901) 761-7604 ISSUE DATE: AUGUST 1, 2v06 SEPTEIViSF_R 13, 2006 (CONDITIONS OF APPROVAL.; m 3 n 0 7n U 7n CD 7, 3 a i 0 U Ln 0 Ln 0 Ul 4 0 N 3 0 C d Y i uN E;10 a(,.) OD V 4 (U o J (U Q Cd t• (U 3 O 0) a (n J ��0174Csot�V• 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 TELEPHONE (860) 644-2511 CERTIFIED MAIL July 19, 2006 JohnIennaco LB Companies 150 Trumbull Street, 6th Floor Hartford, CT 06103 Dear Mr. Iennaco: Re: Appl 06-22P, Buckland Road Retail, LLC - site plan RECEIVEID AUG 0 9 2006 BL C0K4PA,vsi;�s We are pleased to advise you that the Planning & Zoning Commission voted on July 11, 2006 to approve with modifications the above referenced application for a Site Plan of Development. This approval is for the construction of 88,095of retail shopping center, to be known as The Shops at Evergreen Walk Phase III on property located on the southwesterly corner of Tamarack Ave and Buckland Road, GD zone as shown on plans prepared by BL Companies, Job No. 5C1506 dated June 30, 2006 as revised. This approval is subject to the following modifications: 1. Prior to commencement of any site work, a meeting must be held with Town Staff. 2. No building permit will be issued until the final mylars have been filed in the Town Clerk's office. 3. This application is subject to the conditions of approval of the Inland Wetlands Agency/Conservation Commission, including a bond in the amount of $20,000 to ensure compliance with the erosion and sediment control plan, and a bond in the amount of $25,000 to ensure the installation and establishment of stormwater structures. The $25,000 bond will be held for two growing seasons to ensure adequate establishment of vegetation. 4. An as -built plan is required prior to issuance of a Certificate of Occupancy per Section 8.1.11 of the Zoning Regulations. 5. A landscape bond in the amount of $30,000 is required and must be submitted prior to filing of mylars. 6. All plans used in the field by the developer must bear the stamp and authorized signature of the Town of South Windsor. 7. This approval does not constitute approval of the sanitary sewer, which can only be granted by the Water Pollution Control Authority. 8. The building street numbers must be included on the final plan. 9. Outstanding items from Phases I and II must be completed prior to the start of construction on Phase III, including: connection of water to southernmost median irrigation system; final as -built plans for Buckland Road; all monumentation of Buckland Road; retrofitting of sediment chamber off the end of Tamarack Avenue. Additional rooftop screening landscaping along Buckland Road between SNET pole#11 and corner of Tamarack Avenue must be completed by October 15, 2006. 10. The Town Engineer's review comments dated July 11, 2006, must be addressed to the satisfaction of the Town Engineer. 11. The Director of Planning's review comments dated July 6, 2006, must be addressed to the satisfaction of the Director of Planning. 12. Screening of rooftop units (RTUs) from both Buckland Road and Tamarach Avenue (west of Buckland Road) is required. No certificate of occupancy will be issued for any building or tenant space until all RTU screening for that building/tenant space (as appropriate) has been installed and approved by the Director of Planning. 13. Pavement markings must be maintained in good condition at all times. 14. Architectural elevations for all buildings must be reviewed by Planning Department staff for conformance to the approved site plan prior to issuance of a building permit for each building and/or individual tenant space. 15. In areas designated for outside dining and display, at least six feet of unobstructed sidewalk must be available for pedestrians. 16. Stamped concrete to match the theme set in Phases I and II must be installed. Final stamped concrete plan to be reviewed and approved by Town staff. 17. Dumpster enclosure detail (matching the enclosures in Phases I and II) is required on the final plans. 18. The final fire pit design in LL Bean Park is subject to review and approval of the Fire Marshal. 19. Facades of buildings facing Tamarack Avenue must be designed to resemble building fronts. Black and white transparent mylars of Sheet # SP-1 with the above modifications, together with three blueprint copies of the entire set of plans (including architectural elevations and landscaping plans) must be submitted to this Commission within 30 days to be stamped and signed. The letters of approval of this Commission as well as the Inland Wetlands Agency/Conservation Commission must be reproduced on the mylars. After the mylars have been signed by the Commission, they will be returned to you for filing in the Office of the Town Clerk. After filing these plans, a copy of the receipt must be submitted to the Planning Department. Sirerely, Patrick Kennedy, Chairman Planning and Zoning Commission cc: Town Engineer Chief Building Official Assessor Superintendent of Pollution Control Fire Marshal 10\4 N Sf4 A (` a 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 J�OsoR•coTELEPHONE (860) 644 2511 RECEIVED JUN 12 2006 June 9, 2006 BL COMPANIES Certified #70042510000398029547 BL Companies Attn: John Iennaco 150 Trumbull Street 6t" floor Hartford, CT 06103 RE: Appl. #06-22P - Evergreen Walk Phase III Dear Mr. Iennaco: At the June 7, 2006 regular meeting, the Inland Wetlands Agency/Conservation Commission approved application #06-22P - Evergreen Walk Phase III - 35 Buckland Road - Inland Wetland/Conservation Commission application to construct a commercial retail building complex, parking lots, stormwater structures, and associated improvements on property located southerly of Tamarack Drive and northerly of Smith Street. Gateway Development zone. This approval is subject to the following conditions: 1. One blueprint copy of the entire set of plans and this letter reproduced thereon, must be submitted to this Commission. This must be completed within 65 days of approval prior to any construction activity on the site. Plans submitted to Planning & Zoning Commission shall be considered having met this requirement. 2. The application shall indemnify and hold harmless the Town of South Windsor against any liability, which might result from the proposed operation or use. 3. The permit is valid for five years and shall expire on June 7, 2011. It is the landowner(s)/applicant(s) responsibility to track expiration dates and notify the Commission of a renewal request at least 65 days prior to expiration. 4. All approvals required must be obtained and submitted prior to any activity on the site. 5. A contact person shall be identified on the plans. 6. Retrofit of the sediment chamber west of Tamarack Drive to be installed and approved by the Town Engineer prior to breaking ground. Evergreen Walk Phase III June 9, 2006 Page 2 7. Retrofit details to be included on the revised plans. 8. New calculations for the stormwater system to be approved by the Town Engineer. 9. We recommend a bond in the amount of $20,000 be submitted to the Planning & Zoning Commission to ensure compliance with the Erosion and Sedimentation Control Measures. 10. We recommend a bond in the amount of $25,000 be submitted to the Planning & Zoning Commission to ensure installation of the stormwater structures. The bond to be held for two growing seasons to guarantee establishment of the plantings. 11. Permittee shall establish a system to monitor and report on the effectiveness of the stormwater system. At a minimum, the monitoring shall determine the effectiveness of the rain gardens, the Swale, and the detention basin. Parameters to be monitored shall include, but not be limited to, the effectiveness of infiltration, peak flow control, removal of suspended solids, removal of petroleum hydrocarbons, removal of metals, and the accumulation of transport of metals and hydrocarbons in the soil. 12. The monitoring program shall start approximately at the time the business opens. A soil baseline shall be taken at that time. A preliminary report shall be issued after one (1) year of monitoring and a final report after three (3) years of monitoring. 13. The program plan shall be reviewed and approved by the Town Wetlands staff prior to implementation. Very truly yours, Elizabethl A. Warren, Chairperson INLAND WETLANDS AGENCY/ CONSERVATION COMMISSION EW:dr cc: Chief Building Official Buckland Road Retail, LLC 70_� oles_01� vzt� 1540 SULLIVAN AVENUE SOUTH WINDSOR, CONN. 06074 AREA CODE 860 / 644-2511 July 31, 2006 John Iennaco BL Companies 150 Trumbull Street, 6th Floor Hartford, CT 06103 Re: The Shops at Evergreen Walk (Phase III) South Windsor, CT RECEIVED AUG 14 2006 B1_. COMPANIES Dear Mr. Iennaco: The South Windsor Water Pollution Control Authority, at its regular meeting of July 18, 2006, approved the application as presented for the connection to the Towns sewerage system for commercial property located on Buckland Road, South Windsor, CT as more specifically shown on plans entitled "The Shops at Evergreen Walk (Phase 1I), 35 Buckland Road, South Windsor, CT", Prepared by BL Companies, Hartford, CT: Sheet No.: SU-1, "Site Utility Plan" Project No.: 05C1506, Dated: 04/17/06, with revisions dates: 05/12/06, 05/22/06, 06/01/06, 06/09/06, 06/30/06, 07/11/06, 07/18/06, and subject to the following condition: 1. The applicant will need to return to the Authority for final approval, of any restaurants. 2. Technical approval of the Town Engineering Department. 3. Final Authority approval and acceptance of the sanitary sewerage connection will be given once the sewer line has been installed and inspected by the Town staff, and based upon the written verification of the Town staff that said sanitary sewer line was installed in substantial conformance with the design plans previously approved by the Authority, and meeting all Town regulations and appropriate technical specifications relating to sanitary sewer construction. 4. The sewer connection charge for the 10.98 developed acres will be $35,269.72 This approval letter must be superimposed on the final approval plans. Very truly yours, r' Joseph J. Carino, Chairman Water Pollution Control Authority JC:ead Cc: Michael J. Gantick, Director of Public Works Jeff Doolittle, Town Engineer Marcia Banach, Director of Planning Chris Dougan, Chief Building Inspector 104N Sf4 y x U �� s"au� V&U&ot o C U a • wC, 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 �f�OsOR-co `'� TELEPHONE (860) 644-2511 September 19, 2006 John Iennaco BL Companies 150 Trumbull Street, 6tft Floor s � Hartford, CT 06103 Re: The Shops at Evergreen Walk (Phase III) South Windsor, CT Dear Mr. Iennaco: The South Windsor Water Pollution Control Authority, at its regular meeting of September 2006, approved the changes to the original application, for the connection to the Town's .._ .. _:.._.::. sewers a stem-for-commerdai ro , 9 �y 'p pertqrtocatect-orr-Bcrddarrd-Roarl;--Sou&WirsdsoT;lC:T-as-- more specifically shown on plans entitled "The Shops at Evergreen Walk (Phase III), 35 Buckland Road, South Windsor, Cr, Prepared by BL Companies, Hartford, Cr: Sheet No.: SU-1, "Site Utility Plan" Project No.: 05C1506, Dated: 04/17/06, with revisions dates: 05/12/06, 05/22/06, ' 06/01/06, 06/09/06, 06/30/06, 07/11/06, 07/18/06, 08/01/06, 08/25/06, and 08/31/06; and subject to the following conditions: 1. Technical approval of the Town Engineering Department. 2. Final Authority approval and acceptance of the sanitary sewerage connection will be given once the sewer line has been installed and -inspected by the Town staff, and based upon the written verification of the Town staff that said sanitary sewer line was installed in substantial conformance with the design plans previously approved by the Authority, and meeting all Town regulations and appropriate technical specifications relating to sanitary sewer construction. 3. The sewer connection charge for -the developed acres will be $35,2802 This approval letter must be superimposed on the final approval plans. Very truly yours, oseph J. Carina, Chairman Water Pollution Control Authority JC:ead Cc: Michael J. Gantick, Director of Public Works Jeff Doolittle, Town Engineer Marcia Banach, Director of Planning Chris Dougan, Chief Building Inspector RELEASED FOR CONSTRUCTION J N t- X aim Dim Companies ARCHITECTURE ENGINEERING PLANNING LANDSCAPE ARCHITECTURE LAND SURVEYING ENVIRONMENTAL SCIENCES 150 Trumbull Street, 6th floor Hartford, CT 06103 (860) 249-2200 (860)249-2400 Fax lrW vJ Q Z Q U Q z � W o o0 W Zo Z N s O. (.5 _ W m� LO0 W cY) Cf) Q {^n 0 W W F— Z Q Z _J0 0- 7n _L1—:2 0 ZM w� V) F- Z Z ww 0Z Z ZO 0 U N cn cn cn 0 0 O Z fir- H ~OOZZZ Z Z ftfZF)www O 0 warnM:2M p — � 0_ 55:2 U U �000 0Z0]000 LJ U� Z Z Z (l C j W L) 3: Z Z a)w.J3:000 O 0 0 0_0--♦—HE— U U 'D10ID'o'o,O cn 000000 O O > o to Ln co co co r , co rn w 0000000 0 0 It Z N Pod- 7n (D r, a0 Designed J.A.C. Drawn J.A.C. Checked Approved Scale N. T.S. Project No. 05C1506 Date 04/17/06 CAD File AL05C150601 Title APPROVAL LETTERS PLAN Sheet No. AL-1 THESE DRAWINGS SHALL NOT BE UTILIZED BY ANY PERSON, FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF 6L COMPANIES rn a 0 0 U In U X Y 3 R i C3 n U (n 0 .11 to 4 0 N U O L a L U N V Co --'C3 Rt am r �! v (L o Y O a 1%, N cf 0 J THESE DRAWINGS SHALL NOT BE UTILIZED BY ANY PERSON, FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF BL COMPANIES 0 cD O to 0 0 N 0 I a rn a to LO 0 0 0 0 U 0 N X o t0 0 U :n 0 U 0 m 0 0 O U 0 U X N O CD 0 to U L0 0 N X N w- N X EA NJ D,ivw Companies ARCHITECTURE ENGINEERING PLANNING LANDSCAPE ARCHITECTURE LAND SURVEYING ENVIRONMENTAL SCIENCES '150 Trumbull Street, 6th floor Hartford, CT 06103 (860) 249-2200 (860)249-2400 Fax 0�..•�NO.24B20 jtvQ • f. "�'NSE�o tW r/ T� ni a- %ft-/ 0 Q U Z 0 W W zo 0 W oo � > �o W ch F— Q U) a_ 0 U) w F- z Q Z J 0 0- Ul Q V) UI O CO w0 H w �Cn z z O0 w w U Z M D 0 NN N (n U)0 0 O Zt-F H ~00ZZZZz (If ZE7) W W W O O WQ(n:2:2M1-H IL �� U U O �00 0 O O Z M 6 0 0 Lj Z ai>QU53i 5 Z Z cn owXa3:00 00 O Co 10 (p to V)00000 00 00 0 O_ NN.-00 > 0 V) 4 to co cD 1", 00 M wOf 000000000 Z - N t� d- to tD I� 00 Designed J.A.C. Drown J.A.C. Checked Approved Scale 1 "=200' Project No. 05C1506 Date 04/17/06 CAD File KMC05C150601 r Title KEY MAP Sheet No. KM-1 s� AN • a \ LOT -A c� pAT.CpV - ® /% 1g ��s62 . " s f, 3 149 IES_. 104 HCES 8 6 ! f e : \\ 0 G - LOT L i 95 SPACES / \ 9 — // 2 HC SPA CEO' BY Y \ BUILDING 00c o ~ oL•�o o o o • o o _ / / / ! NIGH EVER F GRANT RET.WAL coNc. G (5EE REEN LIFES)? OF 0 o � Gcoc. \ 101 EVERGREEN WAY AND EyERGEEN WALK ED TO`' TOyyN S I _ .�� I I I I I I I 114 I / '' rSrE_.',MAP RED #BgLK MgS7ER acoNT`r'�. L��N WINDSbR .yam I I I FF=125.04 Y, fLEc po.� / L� IC'20; \ ' t 21 136 SQFT. .�.<rrnJ �rtE-r ': ��p . \ 12 I sn •.�. . 1 r BUILDING 800C � 5 I PARK/NG :. ! 100 EVERGREEN WAY gl 2 _.:. •" ill {� 6 , 56Jr2'�y 12 FF 127.04_ L ...... "...._ 1% h I U y 119.29 91884 SQ. FT �cZE vAUL r / CON . PA 15 MP TER c4 •' /^ 1 \ BIT. PARKING ;Z. HH cAry rRANSFgquER PAD {y e RFT WAl L_ ---- I I m w 1 �17 J. �.. DUMPSTER �/ /nrnvn //v/v CONC.P.!.::.....:......:.::.:.....:::.....:..........._ .: . - .... SURE ....... .:... ...... ... ......•,.. ... •,... S O ET. WALL ....:':A: _•.: :.: HHf, RET... 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TO M TO BE G MgIN ERVI ANO C AND` p� \em s ./ 3 SAL /S 1p GR,q y RANTED EEASEM CE oX WE ENT S, �L BUSI UN/T 6 /f LLC SSE R . `; `; . \ ', 2.052 .9E,QE L/NE q SSp B WATER COMP C NNECi'!C E MAP NESS ; S /ATE , L iSEE E N NT i star REF. -... MAP A'EF #13387 •F r�,O/ LC /SFL MAP R F #2) EXCEPTION # AND ,^ ,,,.. /�/ E-,4S ' O � - L S.� MO (SfT f': "'•• . ,,, i �F B(/ = O 'Cp,Ljd7 EMOAR J �l �' LA/y 264 ELEM LAND ET 7 M. ...... 2 p J ` Rpq� sCRI RISER RETq/ SEE MqP / 11,E�6S ti / L, LLC , M t : / � 7 7 ........ :• :: ' r / Iq .?W°P d4 AY ar not.: % 11 I ... I I 1 NOTES: 1. THE PROPERTY BOUNDARY AND TOPOGRAPHY DEPICTED ON THIS PLAN IS BASED UPON DRAWINGS PROVIDED BY POAG & MCEWEN LIFESTYLE CENTERS, LLC ON MARCH 2O,2006 IDENTIFIED AS ALTA.DWG AND o ALTA2. D WG. 0 2. A-2 CERTIFIED PLAN REFERENCE IS 6 MADE TO PLAN TITLED "EVERGREEN N WALK, LLC LOT LINE REVISION EXPO x DESIGN CENTER" BY FUSS & O'NEILL a INC., DATED 10/07/02, TOWN CLERKS to OFFICE MAP NO. 2900. LO U N O GRAPHIC SCALE 40 20 0 40 0 CIO SCALE IN FEET o U 0 m D FOR CONSTRUCTION X X Companies ARCHITECTURE ENGINEERING PLANNING LANDSCAPE ARCHITECTURE LAND SURVEYING ENVIRONMENTAL SCIENCES 150 Trumbull Street, 6th floor Hartford, CT 06103 (860) 249-2200 (860) 249-2400 Fax hi'H.9XLCQGOS(55R�9AR%F:.c.:::::" /^\ ♦♦W vJ Q ILL J 0 I— � U Z 0 0 W 0 W zo Qz UNI � L.L C _ W = > CO ul)o W cY) C/) Q U) IL a U) W Cn Z Q Z J O 0- Vl Q U) U) O w m F- F- Z Z OU Z D 3.00 OOZIMOM O ~ O O Z Z Z Z zFnww0 O W<"mmF: F: o ::U U O� O O O O � Z � U U En> Q U 3: z Z NLJ—J 000 0 OWa-_HI—U U cp O c0 O CD cp co U1 000000 O Z \ O NNfop' O E) pry > a in LO co co to 00 rn w 0000000 o o' z — N n q- L0 Co r Designed J.A.C. Drawn J.A.C. Checked Approved Scale 1 "=40' Project No. 05C1506 Date 04/17/06 CAD File EX05C150601 0 Title EXISTING (UNUI I IUNS PLAN Sheet No. EX-1 rn a a 0 C3 0 U In 0 U 0- LD 0 R i C3 0 n U In 0 In 0 VI s 0 i I� N U 0 d 1 0' U mN �o d M Mx mV oN N Cl) 3 N d 0 J PARKINCv INMRMATinN ........................................................................................................................................................................................... ... ................... ITEM # ............... ........................................... .................................................. ITEM ................................. ............................................................................................... .. REQUIREMENTS ... .......... ........... ................... PROPOSED 1 BUILDING SIZE NONE REQUIRED 88,095 S.F. 4.5 SPACES PER EVERY 1000 SF 2 PARKING REQUIRED BY TOWNSHIP OF GROSS FLOOR AREA (396.5 SPACES) 398 SPACES 9 FT X 18 FT (PROVIDED SPACES HAVE 3 MINIMUM PARKING DIMENSIONS DOUBLE LINE HAIRPIN STRIPING) 9 FT X 18 FT 4 MINIMUM AISLE WIDTH 24 FEET 24 FEET 5 MINIMUM FRONT SETBACK 75 FEET MINIMUM BUFFER 80 FEET 6 MINIMUM SIDE SETBACK WHEN ABUTTING A RESIDENTIAL ZONE 7 MINIMUM REAR SETBACK 8 MINIMUM INTERIOR LANDSCAPING ONE TREE PER 10 PARKING SPACES REFER TO LANDSCAPE PLAN ON SITE PAVEMENT LEGEND • • -- • HEAVY DUTY BIT. CONC. PAVEMENT STRUCTURE STANDARD DUTY BIT. CONC. PAVEMENT STRUCTURE +: '•�;s•: CONCRETE PAVEMENT/SIDEWALK f yf ? ND SIDEWALK.,. PER HARDSCAPE PLAN w ..w DETRi'L AND,,.;$EGIN .....' SIDEWALK 'PAR D .T'jtti - ON DN-1 ._...........V..... PERIMETER (T ) b� -- 0 - -. ......... ..... �r -FD - - -- - -- - -- 398 TOTAL ON SITE INSTALL 3' WIDEM- -- r: N 45 Tamarack Ave. INSTALL MODULAR �/ j/ BUIIdICI - PARKING SPACES PAVED LEAKOFF (TYP.) } o BLOCK RETAINING = �' — 13,440 sf (SEE PLANS ........ R-10 - 0 ..... ... WALL (S INS' ALL CONCRETE o B - - (TYP.) _ C FF = 134.0 BY KA) TRANSFORMER PAD (TYP,) .� T 7t a �' • 85 Tamarack Ave. •�/ > 2 / R= INSTALL 6CONC.. FILLED - -��?'/ INSTALL 4' WIDE 24'...' v ' ' BOLLARD (TYP: OF 3) _ ... 6,000sf -- ■ �r� CONCRETE SIDEWALK ,.yj. PER CL&P REQUIREMENTS FF = 132.50 ddd _ -�y, ��f 26 �i (TYP.) yy,, BEGIN TIMBER GUIDE , RAIL (TYP.) SEE HARDSCAPE PLAN _ .i INSTALL COLORED STAMPED 18� -- 5 N FOR ALL SURFACE FD ( -) I- 6' (TYP.) R 2' CONCRETE CROSSWALK SEE 132' 60 yl 8, TREATMENTS (TYP.) yl 10' TYP. �_ _ , ... HARDSCAPE PLAN (TYP.) ' - - 10 - - 4 (TYP:) ..... h. CONTRACT LIMIT LINE IS 19 '9 ,� • 18 18 PROPERTY LINE UNLESS - - • OTHERWISE NOTED — — —------- -- I - _ - - - - - - - -- - -- pUTY - - ; .... BITUMINOUS CONCRETE - OT -- _ - - - - - - - - - - - - -- --- - - — ----- -_: Q PAVEMENT STRUCTURE (TYP.) - 176' ITALL MONOLITHIC C INSTALL STANDARDONC. ' - INSTALL MODULAR NS Cp .. • - C,D C C CURB ADJACENT TO SIDEWALKS. ® O - W i BLOCK RETAINING i INSTALL HEAVY DUTY - ALL OTHER CURB SHALL BE C _ ' N :i' WALL (SEE PLANS s BITUMINOUS CONCRETE, - INSTALL CONCRETE EXTRUDED CONCRETE. (TYP.) __ �_ Z BY KA) PAVEMENT STRUCTURE (TYP.) M ■ CURB STOP (TYP.) • 0 f Building I d I D -- ' Icn 0 65 Tamarack Ave. - •- ' . -- W f Z O 1 t . INSTALL 275 LF-TIMBER y CTt - 20,380 sf - -- - ,n f -+ -- SEE HARDSCAPE PLANS - .. GUIDE RAIL (SEE DETAIL) rn FF 134 00 BY KA ARCHITECTS FOR .• INSTALL MODULAR BLOCK -- Building C DETAIL ON PLAZA • ' RETAINING WALL = r 75 Tamarack Ave. • -- (SEE PLANS BY KA ARCHITECTS) z ••' z o • . • 25 025 sf >r o - BEGIN.. r f x' CONTRACT LIMN; .......... M ..V........._..:...:. I �.'... - FF = 133.00 LINE ) $' FLU•Si' - (TYP. � � � .r CURB: • - S 2" INSTALL "HAIR PIN" PARKING 1 '.'• • - - O x : f.r -- - -Q --- -- -- ---- - -- - - - - - ---- - -,f STALL STRIPING (TYP.) I p... - _ x _�. �' ....�... -- - _-. it SEE HARDSCAPE PLAN FOR DETAIL �; rrr..'. 15 SEE HARDSCAPE PLANS BY Q <. c�• KA ARCHITECTS FOR DETAIL - -`.- =.31 C1 S' .. r I �'• _ ON RAMPS IN THESE AREAS R� .. R=30 " _.. ,.. ................'.....'.........'.....................':`.. R R . 25 �. �..... ..... END D . r 4y I >........ -- .....�...'...'.. ... ... r. ". _ .. _ :..75, i .... � f END TIMBER GUIDE .... ......... ..................• ............. ............ ....................." � ....F2=.50'.�.�.'... ............... ..... .............•�CUR�B.'........ RAIL TYP: 30 - o .... . . .. .................... .. 11 IL MATCH ........ ... ... y.. ALA TIMBER `I INSTALL 115' BUFFER/BUILDING SETBACK E _ EXISTING GU ��0 �"�,?�- 1 �� / �./ice: I `Cy/ /•/`�?�v� �r INSTALL CONC. DUMPSTER PAD I W/ ENCLOSURE (SEE DETAIL IN o -, `• ' ! ARCHITECTURAL PLANS) L INSTALL 80 INSTALL 6" CONC. FILLED ,� `` ` INSTALL FULL 75' BUFFER LINE LF-TIIBER.'GUIDE BOLLARD (TYP.) ` ,• _ " RAIL .(SEE DETAIL) sil ` DEPRESSED r DEPTH D1=PR INSTALL 4" SWL D E ai h CONC. CURB INSTALL 3 WIDE PAVED y.. 2 OC @ 45- (TYP.) LEAKOFF (TYP.) A r r INSTALL CONC. DUMPSTER PAD----*'�n Ny ,,. ..... .......... . ,t �.._ EN e CLOSURE SEE DETAIL INr �� . V W/ ( E ARCHITECTURAL PLANS) STALL 3' WIDE PAVED C• �:. .... �:;:. .� ", f, �,� .... ....,.. INSTALL 3' WIDE PAVED :: sr 6, 5' LEAKOFF TYP LEAKOFF ( INSTALL RAIN GARDEN t END CONC. TYP.) (TYP.) (SEE DETAIL). , : .w ... : ' SIDEWALK -_�� Qp� z '3f::,t �:. :.•f. ; ... h �.. �': •...:r 166.26' C:ti`SiC . !r7 ti...........................................................................................................................,,� ", ... , SMl TH STREET � END TIMBER GUIDE DE. f , .......,...... RAIL .::1.................»..... ...................,...... i t TYP.) :, s rr• C3 01 ,y...5/. .'fr.,r.�.) «....:. ...... .....>.... v.�:,.,::.<.«:�.>-:«�,...�.:.:,,:.,A:.:M:,,,.,,a,•.,,�a m� „Y..�s-:::v.>...•„�N..... ,r a rne�w:oaav,u a.,«ce,:�.,»,�..,.x. .�w� xn.4...w..N.°.,..c. .......... ._ _., :;e::: ,,.,:, nw�,,.::..:.::.:.:.:.:axx::-.-.:<:n:..w•�:.d:�N«w»:«.w:w� ,.:,,.,,w«o:r:..,��:..v,::.,:„�:..w:w..,::.,,,v,, .. =' `4y • , d 07 .' V i� f N SIGN LEGEND ....... ....... ............. ............ :SIGN NO. ....... .... ....................................... ............... C-DOT NO. _........._......._._................__...._.._.._... LEGEND A 31-0552Z STOP 30" B 31-1526 KPH C 31-0629 AMONG ° �NAM p 31-0648 VAN ACCESSABLE E - 31 1701 TRUCK DELI F �RIES TRUCK G ------ DEUVERIES �- LEGEND NUMBER *SIGNS MOUNTED ON FENCE/BLDG/ A* COLUMN. NOT ON SIGN SUPPORTS NOTE: HANDICAPPED SIGNS TO BE INSTALLED IN PIPE BOLLARDS (SEE DETAIL) STRIPING LEGEND 4" S.W.L.-4" SOLID WHITE LINE 4" S.Y.L.-4" SOLID YELLOW LINE 12" S.W.S.B.-12" SOLID WHITE STOP BAR 4" S.D.Y.L.-4" SOLID DOUBLE YELLOW LINE 4" B.W.L.-4" BROKEN WHITE LINE 10' DASH, 30' SPACE — PAINTED STOP BAR/SIGN NOTE: ALL PARKING STALLS SHALL BE STRIPED WITH "HAIR PIN" STRIPING. SEE HARDSCAPE PLAN FOR STRIPING DETAIL. ABBREVIATIONS: RW — RETAINING WALL TW — TOP OF WALL BW — BOTTOM OF WALL TC — TOP OF CURB BC — BOTTOM OF CURB ZONING INFORMATION LOCATION: 35 BUCKLAND ROAD. SOUTH WINDSOR, HARTFORD COUNTY, CONNECTICUT ZONE: BUCKLAND ROAD GATEWAY DEVELOPMENT ZONE USE: (PERMITTED USE) SHOPPING CENTER 0 O 0 O 0 0 N 0 I V) M N 0 N 0 O 0 LO Ln 0 X 0 to 0 L0 U L0 0 N X 0 0 0 U L0 0 U 0 m ED 0 O t2 0 LO 0 U X SEE SHEET GN-1 FOR N 0 SITE PLAN NOTES 0 N GRAPHIC SCALE x .0 20 0 40 SCALE IN FEET RELEASED FOR CONSTRUCTION X ITEM ITEM REQUIREMENTS PROPOSED 1 MINIMUM LOT AREA 3 ACRES 229.9 ACRES (TOTAL) 10.98 ACRES (PHASE III) 2 MINIMUM LOT WIDTH NONE SPECIFIED ±525 FEET 3 MINIMUM LOT DEPTH 200 FEET ±776 FEET 4 MINIMUM FRONTAGE 200 FEET ±460 FEET 5 MINIMUM FRONT SETBACK 65 FEET 151 FEET 6 MINIMUM SIDE SETBACK 25 FEET 25 FEET 7 MINIMUM REAR SETBACK 10 FEET 130 FEET 8 MINIMUM SETBACK FROM RESIDENTIAL ZONE 65 FEET 130 FEET g MAXIMUM BUILDING HEIGHT 60 FEET/4 STORIES (>1OW) 30 FEET/2 STORIES (<125' FROM PUBLIC ROW) 42'-6" (MAX.) 10 MAXIMUM BUILDING COVERAGE NOT SPECIFIED 88,095 SF (18.4%) 11 MAXIMUM IMPERVIOUS COVERAGE 60% 21.4% 12 LANDSCAPE BUFFER NEXT TO RESIDENTIAL ZONE 75 FEET 80 FEET 13 WETLAND SETBACK 80 FEET 37 FEET E_ 4 Dja Companies ARCHITECTURE ENGINEERING PLANNING LANDSCAPE ARCHITECTURE LAND SURVEYING ENVIRONMENTAL SCIENCES 150 Trumbull Street, 6th floor Hartford, CT 06103 (860) 249-2200 (860) 249-2400 Fax �o''�'s„ 'v' O r'V �• °B°o 9�s No. 2A620 L. ( So vex fit W V>) T� ^1 L.L J � U 7 Q Z W 0 W z0 L.� z W m � > Lo0 W Ce) (j) I— VJ n 00T .,L VJ W < z J o ° rn L o wm �N z 0z w M ZD 00zzzl—z O:f z F) w w w z 0 W <v):2M M W 1= s:5M M U O L O O O p Z m LLJU U U 0� z S zi 5 17 in a`1iw a�oo O o 0 OU a.._Hf— H a] U 10 co ,p c0 '0 1 ra (n 000000000 O_ N N 0 0 r 17 > 0 Lo ul Lo W W r- 00 rn Ld 000000000 rz Z — (N V) -.4- U7 to r� QO Designed J.A.C. Drawn J.A.C. Checked Approved Scale 1 "=40' Project No. 05C1506 Date 04/17/06 CAD File SPC05C150601 Title SITE LAYOUT PLAN Sheet No. S P1 i THESE DRAWINGS SHALL NOT BE UTILIZED BY ANY PERSON, FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF BL COMPANIES 0 CD 0 0 0 1 0- V) 0 0 to O L0 5 LO O N 0 to 0 ur) 0 LO 0 U X o to 0 to Ln 0 X N 0 .................... �4 . .... ...... EO X TIONS 0 N gn; se-� OTE: SEE HARDSCAPE PLANS FOR ADDITIONAL SPOT ELEVA 7, 'V AROUND BUILDINGS, SIDEWALKS AND PLAZA AREAS. LO O s. ................. - . . . ................................................................... ....... ... ............. N X ....................................... .. ........................ .......... ...... ..... ........................................... ........... ... . ...................... ....... ............ . ........ ....... ................. . . ........... .. ............. A ........................ ............. .. . . ....... ..................................... 0 cO o SEE SBEET GN-1 FOR .......................... . . .................. ur) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . / ..... ........ .. . .......... GRADING AND DRAINAGE NOTES . . . . ............... .. - ---77 7.7-777 77,77 7 0-7 77 GRAPHIC SCALE 1 40 20 0 40 E: .......................... ........... ....... ........... RELEASED FOR CONSTRUCTION.... ...... SCALE IN FEET X aim Ccmpanies ARCHITECTURE ENGINEERING PLANNING LANDSCAPE ARCHITECTURE LAND SURVEYING ENVIRONMENTAL SCIENCES 150 Trumbull Street, 6th floor Hartford, CT 06103 (860) 249-2200 (860) 249-2400 Fax 4z"', % No 246 /.....0 IF N S ..... A I I t"I U ui ) < < Z Lu ry UJ 0 z Io LLI F- > =) L0 0 CY) Cn 4C cn Lu U) z Z 0 a- V) < V) rJ) 0 Ir-:2 C-) Z M 11-1 LLJ U) (10 V) z z LLJ LL1 00 :2 � Z z L) C) 0 00 N U) V) (A 0 0 O z 1--- F- F- 0 0 Z Z Z z z Z � MLI LLI LLI 0 0 LLI < m5 :2 m 0-. 5:2 m 0 z M 0 0 0 () 0 0 LLJ 2 Z) (3 cn > < CV), z z 0 (1) LLEk�J 0--J 3: 0 0 0 0 0 'o 'co) 'OD '00 100 ,a 'o 'D V) 0 z -1, 0 !2 b to Lo (o co co r-, m a) Ld COO OC)OO 0 0 Ir 6 — (N n 'q- L0 (o N 00 Z Designed J.A.C. Drawn J.A.C. Checked Approved Scale 1"=40' Project No. 05CI506 Date 04/17/06 CAD File GD05C150601 Title GRADING AND DRAINAGE PLAN Sheet No. GD-1 THESE DRAWINGS SHALL NOT BE UTILIZED BY ANY PERSON, FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF BL COMPANIES ��U��`� STRUCTURE CHART ��U�UU�� U��U��U SANITARY ��U�� ~� *�^��KnNK U �� —U�—�� CHART LINE I.D. STRUCTURE TO STRUCTURE PIPE LENGTH (FT) PIPE SLOPE (7.) SIZE & TYPE SITE UTILITY KTY LEGEND � ITEMS�� TO INSTALLED ELECTRIC SECONDARY ELECTRIC PRIMARY GAS LINE OVERHEAD LINE TELEPHONE LINE CABLE TELEVS|ON SERVICE TELEPHONE/CABLE TRENCH ELECTRIC/TELEPHONE/CABLE WATER LINE SANITARY SEWER LINE SANITARY FORCE MAIN STORM LINE CATCH BASIN [ ------'E ------ STORM MANHOLE N� ---- EP ---------- SANITARY MANHOLE G -------' G ------- ELECTRIC MANHOLE 00 OH OH----- HYDRANT IWO T ------- T ------- TRANSFORMER E] ----' CTV----------' UTILITY POLE ----- TO ----------- LIGHT POLES -- ETC ---------- WATER LINE GATE VALVE AND BOX w------- w------- WATER LINE SHUT OFF VALVE AND BOX 00 ----------� S ---------' ----------- CFM----------- F1 RYY — RETAINING WALL TW — TOP OF WALL BYY — BOTTOM OF WALL TC — TOP OF CURB BC — BOTTOM OF CURB � � \� / ! «�� / �mr / | mo !M�� ` ��-��` - . ~~~ |THROUGHOUT SITE IN THE SAME TRENCH AS TELEPHONE, & CAT\ .:: I , I INSTALL STEEL SLEEVES BELOW RETAINING -..WALLS FOR WATER' ETC' AND .. GAS SERVICES U . INSTALL 45 INSTALL 0' D| FIRE SERVICE INSTALL 4' D| DOMESTIC SERV|CE`r-8-- --- --- " 4" GATE VALVE (OPEN LEFT) INSTALL 8"x6" ANCHOR TEE & 8- GATE VALVE (OPEN LEFT) ` INSTALL 8^x4^ ANCHOR TEE, ------ 4" GATE VALVE (OPEN ft 4' D| DOMESTIC SERVICE INSTALL B^xO^ ANCHOR TEE, 6- GATE VALVE (OPEN LEFT). & 0" D.I.P. FIRE SERVICE INSTALL CAS METER: BOLLARDS, ATE INSTALL ELECTRIC, TELEPHONE AND CABLE TV SERVICES IN 4" PVC C0NDU|TS, CONTRACTOR TO COORDINATE WITH MEP ENGINEERS AND UTILITY COMPANIES TO DETERMINE NUMBER OF CONDUITS REQUIR|ED INSTALL 45^ BENDS GRAPHIC SCALE 40 20 0 40 SCALE IN FEET OD -1 FOR SEE SHEET GN 10 CO STRUCTION RELWED FOR ::N�� X E4 NJ bj& Companies ARCHITECTURE ENGINEERING PLANNING LANDSCAPE ARCHITECTURE LAND SURVEYING ENVIRONMENTAL SCIENCES Hartford, CT 06103 EAJ ui :5 z LLJ 0. ui LLI of zujLJWWW0<0 Of Checked Approved Project No. 05C1506 Date 04/17/06 CAD File SUC05C150601 Title SITE UTILITY PLAN Sheet No. S u THESE DRAWINGS SHALL NOT BE UTILIZED BY ANY PERSON, FIRM OR CORPORATION WITHOUT THE SPECIR WRI EN PERMISSION OF BL COMPANIES a) 3 ID C3 0 n U Ln 0 z 0 i L7 3 a i C3 n U In 0 z In 0 tA 4 0 N U 3 O O d Y L ON Cl) U�_ )Z E 0 dM LnCJS x !7 V n R) I N L7 M t' � 3 O V) J SITE PLAN NOTES 1. ALL CONSTRUCTION SHALL COMPLY WITH PROJECT SPECIFICATION MANUAL, TOWN OF SOUTH WINDSOR, CTDOT STANDARDS AND SPECIFICATIONS IN THE ABOVE REFERENCED HEIRACHY. IF SPECIFICATIONS ARE IN CONFLICT, THE MORE STRINGENT SPECIFICATION SHALL APPLY. ALL CONSTRUCTION SHALL PERFORMED IN ACCORDANCE WITH ALL APPLICABLE OSHA, FEDERAL, STATE AND LOCAL REGULATIONS. 2. THE OWNER IS RESPONSIBLE FOR OBTAINING ALL NECESSARY ZONING PERMITS REQUIRED BY GOVERNMENT AGENCIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL OBTAIN ALL TOWN & STATE CONSTRUCTION PERMITS, INCLUDING DOT PERMITS AND SEWER AND WATER CONNECTION PERMITS. THE CONTRACTOR SHALL POST ALL BONDS, PAY ALL FEES, PROVIDE PROOF OF INSURANCE AND PROVIDE TRAFFIC CONTROL NECESSARY FOR THIS WORK. 3. REFER TO OTHER PLANS, DETAILS AND PROJECT MANUAL FOR ADDITIONAL INFORMATION. THE CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS IN THE FIELD AND CONTACT THE SITE ENGINEER IF THERE ARE ANY QUESTIONS OR CONFLICTS REGARDING THE CONSTRUCTION DOCUMENTS AND/OR FIELD CONDITIONS SO THAT APPROPRIATE REVISIONS CAN BE MADE PRIOR TO BIDDING. ANY CONFLICT BETWEEN THE DRAWINGS AND SPECIFICATIONS SHALL BE CONFIRMED WITH THE LOCAL CONSTRUCTION MANAGER PRIOR TO BIDDING. 4. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF ALL PRODUCTS, MATERIALS AND PLAN SPECIFICATIONS TO THE OWNER AND SITE ENGINEER FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY TO THE SITE. ALLOW A MINIMUM OF 14 WORKING DAYS FOR REVIEW. 5. THE CONTRACTOR SHALL FOLLOW THE SEQUENCE OF CONSTRUCTION NOTES PROVIDED ON THE EROSION CONTROL PLAN. 6. THE CONTRACTOR SHALL REFERENCE ARCHITECTURAL PLANS FOR EXACT DIMENSIONS AND CONSTRUCTION DETAILS OF BUILDING, DUMPSTER ENCLOSURES, HARDSCAPE FEATURES, FOUNTAIN, FIREPIT, AND THE RAISED CONCRETE SIDEWALKS AND RAMPS. 7. SHOULD ANY UNCHARTED OR INCORRECTLY CHARTED, EXISTING PIPING OR OTHER UTILITY BE UNCOVERED DURING EXCAVATION, CONSULT THE ENGINEER IMMEDIATELY FOR DIRECTIONS BEFORE PROCEEDING FURTHER WITH WORK IN THIS AREA. 8. DO NOT INTERRUPT EXISTING UTILITIES SERVICING FACILITIES OCCUPIED AND USED BY THE OWNER OR OTHERS DURING OCCUPIED HOURS EXCEPT WHEN SUCH INTERRUPTIONS HAVE BEEN AUTHORIZED IN WRITING BY THE OWNER AND THE LOCAL MUNICIPALITIES. INTERRUPTIONS SHALL ONLY OCCUR AFTER ACCEPTABLE TEMPORARY SERVICE HAS BEEN PROVIDED. 9. ALL SITE DIMENSIONS ARE REFERENCED TO THE FACE OF CURBS OR EDGE OF PAVING UNLESS OTHERWISE NOTED. ALL BUILDING DIMENSIONS ARE REFERENCED TO THE OUTSIDE FACE OF THE STRUCTURE. 10. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN TRAFFIC DEVICES FOR PROTECTION OF VEHICLES AND PEDESTRIANS CONSISTING OF DRUMS, BARRIERS, SIGNS, LIGHTS, FENCES, TRAFFIC CONTROLLERS AND UNIFORMED TRAFFIC OFFICERS AS REQUIRED, ORDERED BY THE ENGINEER OR REQUIRED BY THE LOCAL GOVERNING AUTHORITIES. 11. REFER TO DETAIL SHEETS FOR PAVEMENT, CURBING, AND SIDEWALK INFORMATION. 12. TRAFFIC CONTROL SIGNAGE SHALL CONFORM TO THE CTDOT STANDARD DETAIL SHEETS AND THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. SIGNS SHALL BE INSTALLED PLUMB WITH THE EDGE OF THE SIGN 2' OFF THE FACE OF THE CURB, AND WITH 7' VERTICAL CLEARANCE UNLESS OTHERWISE DETAILED OR NOTED. 13. THE CONTRACT LIMIT IS THE PROPERTY LINE UNLESS OTHERWISE SPECIFIED. 14. THE CONTRACTOR SHALL ABIDE BY ALL OSHA FEDERAL STATE AND LOCAL REGULATIONS WHEN OPERATING CRANES, BOOMS, HOISTS, ETC. IN CLOSE PROXIMITY TO OVERHEAD ELECTRIC LINES. IF CONTRACTOR MUST OPERATE EQUIPMENT CLOSE TO ELECTRIC LINES, CONTACT POWER COMPANY TO MAKE ARRANGEMENTS FOR PROPER SAFEGUARDS. ANY UTILITY COMPANY FEES SHALL BE PAID FOR BY THE CONTRACTOR. 15. THE CONTRACTOR SHALL SUBMIT A SHOP DRAWING OF THE PAINT MIXTURE PRIOR TO STRIPING. 16. PAVEMENT MARKING KEY: 4" SDYL 4" SOLID YELLOW DOUBLE LINE 4" SYL 4" SOLID YELLOW LINE 4" SWL 4" SOLID WHITE LINE 12" SWSB 12" SOLID WHITE STOP BAR 4" BWL 4" BROKEN WHITE LINE 10' STRIPE & 30' SPACE 17. PARKING SPACES SHALL BE STRIPED WITH 4" SWL WITH HAIRPIN STRIPING (SEE DETAIL ON SHEET H-01); HATCHED AREA SHALL BE STRIPED WITH 4" SWL AT A 45' ANGLE, 2' ON CENTER. HATCHING, SYMBOLS, AND STRIPING FOR HANDICAPPED SPACES SHALL BE PAINTED YELLOW. OTHER MARKINGS SHALL BE PAINTED WHITE OR AS NOTED. 18. THE CONTRACTOR SHALL RESTORE ANY DRAINAGE STRUCTURE, PIPE, UTILITY, PAVEMENT, CURBS, SIDEWALKS, LANDSCAPED AREAS OR SIGNAGE DISTURBED DURING CONSTRUCTION TO THEIR ORIGINAL CONDITION OR BETTER, AS APPROVED BY THE ENGINEER. 19. THE CONTRACTOR SHALL PROVIDE AS -BUILT RECORDS OF ALL CONSTRUCTION (INCLUDING UNDERGROUND UTILITIES) TO THE OWNER AT THE END OF CONSTRUCTION. 20. THE ARCHITECT OR ENGINEER IS NOT RESPONSIBLE FOR SITE SAFETY MEASURES TO BE EMPLOYED DURING CONSTRUCTION. THE ARCHITECT AND ENGINEER HAVE NO CONTRACTUAL DUTY TO CONTROL THE SAFEST METHODS OR MEANS OF THE WORK, JOB SITE RESPONSIBILITIES, SUPERVISION OR TO SUPERVISE SAFETY AND DOES NOT VOLUNTARILY ASSUME ANY SUCH DUTY OR RESPONSIBILITY. 21. THE CONTRACTOR SHALL COMPLY WITH CFR 29 PART 1926 FOR EXCAVATION TRENCHING AND TRENCH PROTECTION REQUIREMENTS. 22. EXISTING BOUNDARY AND TOPOGRAPHY IS BASED ON AS -BUILT DRAWINGS PROVIDED BY FUSS & O'NEILL, INC., MAY 8, 2003. 23. ALTERNATIVE METHODS AND PRODUCTS OTHER THAN THOSE SPECIFIED MAY BE USED IF REVIEWED AND APPROVED BY THE OWNER, SITE ENGINEER, AND APPROPRIATE REGULATORY AGENCY PRIOR TO INSTALLATION DURING THE BIDDING PROCESS. 24. INFORMATION ON EXISTING UTILITIES AND STORM DRAINAGE SYSTEMS HAS BEEN COMPILED FROM AVAILABLE INFORMATION INCLUDING UTILITY COMPANY AND MUNICIPAL RECORD MAPS AND/OR FIELD SURVEY AND IS NOT GUARANTEED CORRECT OR COMPLETE. UTILITIES AND STORM DRAINAGE SYSTEMS ARE SHOWN TO ALERT THE CONTRACTOR TO THEIR PRESENCE AND THE CONTRACTOR IS SOLELY RESPONSIBLE FOR DETERMINING ACTUAL LOCATIONS AND ELEVATIONS OF ALL UTILITIES AND STORM DRAINAGE SYSTEMS INCLUDING SERVICES. PRIOR TO DEMOLITION OR CONSTRUCTION, THE CONTRACTOR SHALL CONTACT "CALL BEFORE YOU DIG" 72 HOURS BEFORE COMMENCEMENT OF WORK AT "800-922-4455" AND VERIFY ALL UTILITY AND STORM DRAINAGE SYSTEM LOCATIONS. 25. PAVEMENT MARKINGS SHALL BE HOT APPLIED TYPE IN ACCORDANCE WITH CTDOT SPECIFICATIONS, UNLESS WHERE EPDXY RESIN PAVEMENT MARKINGS ARE INDICATED. 26. AN EROSION CONTROL BOND IS REQUIRED TO BE POSTED BY THE CONTRACTOR BEFORE THE START OF ANY ACTIVITY ON OR OFF SITE. THE AMOUNT OF THE EROSION CONTROL BOND SHALL BE DETERMINED BY THE TOWN OF SOUTH WINDSOR. 27. THESE PLANS ARE FOR BIDDING PURPOSES ONLY AND ARE NOT FOR CONSTRUCTION. NO CONSTRUCTION OR DEMOLITION SHALL BEGIN UNTIL APPROVAL OF THE FINAL PLANS IS GRANTED BY ALL GOVERNING AND REGULATORY AGENCIES. 28. THE SITE IS CURRENTLY SERVICED BY PUBLIC WATER 29. 12" SWSB, 4" SYDL, & 4" SWL PAVEMENT MARKINGS LOCATED IN DRIVEWAYS AND IN STATE HIGHWAY SHALL BE EPDXY RESIN TYPE ACCORDING TO CTDOT SPECIFICATIONS. 30. FIRE LANES SHALL BE ESTABLISHED AND PROPERLY DESIGNATED IN ACCORDANCE WITH THE REQUIREMENTS OF THE TOWN OF SOUTH WINDSOR FIRE MARSHAL. 31. THE CONTRACTOR SHALL REMOVE CONFLICTING PAVEMENT MARKINGS WITHIN TOWN ROADS BY METHOD APPROVED BY THE TOWN OF SOUTH WINDSOR. GRADING AND DRAINAGE NOTES. 1. GRADING AND DRAINAGE PLAN IS INTENDED TO DESCRIBE GRADING AND DRAINAGE ONLY. REFER TO SITE PLAN FOR GENERAL INFORMATION, AND DETAIL SHEETS FOR DETAILS. SEE MEP DRAWINGS FOR BUILDING CONNECTION LOCATIONS AND DETAILS. SEE SITE UTILITY PLAN FOR UTILITIES. 2. THE CONTRACTOR SHALL PRESERVE EXISTING VEGETATION WHERE POSSIBLE AND/OR AS NOTED ON DRAWINGS. REFER TO EROSION CONTROL PLAN FOR LIMIT OF DISTURBANCE AND NOTES. 3. TOPSOIL SHALL BE STRIPPED AND STOCKPILED FOR USE IN FINAL LANDSCAPING. 4. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS REQUIRED BY GOVERNMENT AND LOCAL AGENCIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS FROM THE LOCAL MUNICIPALITIES REQUIRED TO PERFORM ALL REQUIRED WORK, INCLUDING FOR STREET CUTS AND CONNECTIONS TO EXISTING UTILITIES. THE CONTRACTOR SHALL POST ALL BONDS, PAY ALL FEES, PROVIDE PROOF OF INSURANCE AND PROVIDE TRAFFIC CONTROL NECESSARY FOR THIS WORK. 5. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN TRAFFIC DEVICES FOR PROTECTION OF VEHICLES AND PEDESTRIANS CONSISTING OF DRUMS, BARRIERS, SIGNS, LIGHTS FENCES AND UNIFORMED TRAFFIC CONTROLLERS AS REQUIRED, ORDERED BY THE ENGINEER OR REQUIRED BY THE STATE AND LOCAL GOVERNING AUTHORITIES. 6. THE CONTRACTOR SHALL COMPACT FILL IN 8" MAXIMUM LIFTS UNDER ALL PARKING, BUILDING, AND DRIVE AREAS TO 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D1557 (MODIFIED PROCTOR TEST), OR AS DIRECTED BY THE GEOTECHNICAL ENGINEER. 7. UNDERDRAINS SHALL BE ADDED (IN ADDIDITION TO UNDERDRAINS BELOW RAIN GARDENS), IF DETERMINED NECESSARY IN THE FIELD BY THE OWNER/ENGINEER, AFTER SUBGRADE IS ROUGH GRADED. 8. VERTICAL DATUM IS NVGD 29, 9. CLEARING LIMITS SHALL BE PHYSICALLY MARKED IN THE FIELD AND APPROVED BY THE TOWN OF AGENT PRIOR TO THE START OF WORK ON THE SITE. 10. PROPER CONSTRUCTION PROCEDURES SHALL BE FOLLOWED ON ALL IMPROVEMENTS WITHIN THIS PARCEL SO AS TO PREVENT THE SILTING OF ANY WATERCOURSE OR WETLANDS IN ACCORDANCE WITH THE REGULATIONS OF THE CONNECTICUT DEPARTMENT OF ENVIRONMENTAL PROTECTION GUIDELINES FOR SOIL EROSION AND SEDIMENT POLLUTION CONTROL. IN ADDITION THE CONTRACTO R SHALL STRICTLY ADHERE TO THE EROSION CONTROL PLAN CONTAINED HEREIN. THE CONTRACTOR SHALL BE RESPONSIBLE TO POST ALL BONDS AS REQUIRED BY THE LOCAL MUNICIPALITIES, OR SOIL CONSERVATION SERVICE WHICH WOULD GUARANTEE THE PROPER IMPLEMENTATION OF THE PLAN. 11. ALL SITE WORK, MATERIALS OR CONSTRUCTION, AND CONSTRUCTION METHODS FOR EARTHWORK, STORM DRAINAGE AND UTILITY WORK SHALL CONFORM TO THE SPECIFICATIONS AND DETAILS AND APPLICABLE SECTIONS OF THE STATE OF CONNECTICUT DEPARTMENT OF TRANSPORTATION UNLESS OTHERWISE STATED IN THE PROJECT MANUAL SPECIFICATIONS. ALL FILL MATERIAL UNDER STRUCTURES AND PAVED AREAS SHALL BE PER THE SPECIFICATIONS, AND/OR PROJECT GEOTECHNICAL REPORT, AND SHALL BE PLACED IN ACCORDANCE WITH THE SPECIFICATIONS OF THE DOT, UNDER THE SUPERVISION OF A QUALIFIED PROFESSIONAL ENGINEER. MATERIAL SHALL BE COMPACTED IN 8" LIFTS TO 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D 1557 AT 3 +/- PERCENT OF OPTIMUM MOISTURE CONTENT. 12. ALL DISTURBANCE INCURRED TO TOWN OR STATE PROPERTY DUE TO CONSTRUCTION SHALL BE RESTORED TO ITS PREVIOUS CONDITION OR BETTER, TO THE SATISFACTION OF THE TOWN OF SOUTH WINDSOR AUTHORITY AND STATE OF CONNECTICUT. 13. ALL CONSTRUCTION SHALL COMPLY WITH THE LOCAL MUNICIPALITY'S STANDARDS AND CT DOT SPECIFICATIONS. ALL CONSTRUCTION WITHIN A DOT RIGHT OF WAY SHALL COMPLY WITH ALL DEPARTMENT OF TRANSPORTATION STANDARDS. WHERE SPECIFICATIONS OR STANDARDS ARE IN CONFLICT, THE MORE STRINGENT SPECIFICATION OR STANDARD SHALL BE SUPERIOR. UTILITY NOTES= PRODUCT NOTES: 1. SHOP DRAWINGS: THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF MATERIALS AND STRUCTURES FOR REVIEW AND APPROVAL PRIOR TO DELIVERY TO THE SITE. ALLOW 14 WORKING DAYS FOR REVIEW. 2. CAST IRON SOIL PIPE (CISP) AND FITTINGS SHALL BE EXTRA HEAVY BELL & SPIGOT WITH NEOPRENE GASKET JOINTS IN ACCORDANCE WITH ASTM A74 & C564-70 3. COPPER PIPE SHALL BE TYPE K TUBING WITH COMPRESSION FITTINGS. 4. GAS PIPE MATERIAL SHALL BE PER GAS COMPANY REQUIREMENTS. 5. POLY VINYL CHLORIDE PIPE (PVCP) FOR STORM AND SANITARY PIPING SHALL HAVE BUILT-IN RUBBER GASKET JOINTS. PVCP SHALL CONFORM TO ASTM D-3034 (SDR35) WITH COMPRESSION JOINTS AND MOLDED FITTINGS. PVCP SHALL BE INSTALLED IN ACCORDANCE WITH THE DETAILS; ASTM-D2321 AND MANUFACTURERS RECOMMENDED PROCEDURE. 6. ALL RCP SHALL CONFORM TO THE REQUIREMENTS OF ASTM C-76; ALL RCP SHALL BE CLASS IV UNLESS OTHERWISE SHOWN. JOINTS SHALL CONFORM TO THE REQUIREMENTS OF ASTM C-443. 7. ALUMINIZED STEEL STORM SEWER PIPING SHALL BE CORRUGATED 16 GAUGE TYPE 2 ALUMINIZED STEEL PIPE. 'n'= .013 UP TO 36" DIAMETER AND SHALL BE 14 GAUGE TYPE 2 A.S.P. FOR PIPES 36" AND LARGER THAN 36" DIAMETER. ALL PIPE TO HAVE CONTINUOUS CORRUGATION BAND COUPLINGS WITH BAR AND STRAP CONNECTIONS AND GASKETS. 8. MANHOLE SECTIONS AND CONSTRUCTION SHALL CONFORM TO ASTM C-478. 9. HIGH DENSITY POLYETHYLENE (HDPE) STORM SEWER 12" OR GREATER IN DIAMETER SHALL BE HI-Q SURE-LOK 10.8 PIPE AS MANUFACTURED BY HANCOR INC. OR APPROVED EQUAL. HDPE PIPE SHALL HAVE L SMOOTH INTERIOR AND CORRUGATED EXTERIOR AND SHALL V M MEET THE REQUIREMENTS OF AASHTO M294, TYPE S. PIPE SECTIONS SHALL BE JOINED WITH BELL -AND -SPIGOT JOINT MEETING THE REQUIREMENTS OF AASHTO M294. THE BELL SHALL BE AN INTEGRAL PART OF THE PIPE AND PROVIDE A MINIMUM PULL -APART STRENGTH OF 400 POUNDS. THE JOINT SHALL BE WATERTIGHT ACCORDING TO THE REQUIREMENTS OF ASTM D3212. GASKETS SHALL BE MADE OF POLYISOPRENE MEETING THE REQUIREMENTS OF ASTM F477. ALTERNATIVE HDPE PIPE MAY BE USED IF APPROVED BY THE ENGINEER AND CONSTRUCTION MANAGER PRIOR TO ORDERING. 10. HIGH DENSITY POLYETHYLENE (HDPE) STORM SEWER LESS THAN 12" IN DIAMETER SHALL BE HI-Q PIPE AS MANUFACTURED BY HANCOR INC. OR APPROVED EQUAL. HDPE PIPE SHALL HAVE SMOOTH INTERIOR AND CORRUGATED EXTERIOR AND SHALL MEET THE REQUIREMENTS OF AASHTO 252, TYPE S. PIPE SECTIONS SHALL BE JOINED WITH COUPLING BANDS OR EXTERNAL SNAP COUPLERS COVERING AT LEAST 2 FULL CORRUGATIONS ON EACH END OF THE PIPE. SILT -TIGHT (GASKET) CONNECTIONS SHALL INCORPORATE A CLOSED SYNTHETIC EXPANDED RUBBER GASKET. MEETING THE REQUIREMENTS OF AASHTO D1056 GRADE 2A2. GASKETS SHALL BE INSTALLED ON THE CONNECTION BY THE PIPE MANUFACTURER. ALTERNATIVE HDPE PIPE MAY BE USED IF APPROVED BY THE ENGINEER AND CONSTRUCTION MANAGER PRIOR TO ORDERING. 11. DUCTILE IRON PIPE SHALL CONFORM TO AWWA C151 FOR CLASS 52 WITH CEMENT LINING IN ACCORDANCE WITH ANSI A 21.4. FOR WATER MAINS AND SERVICES 3" ID AND LARGER. JOINTS SHALL BE MADE WITH CONCRETE THRUST BLOCKS OR WITH MEGAULUG RETAINER GLANDS OR RODDING TO EXTEND A MINIMUM OF 2 PIPE LENGTHS IN EITHER DIRECTION FROM FITTINGS AND ELBOWS (40 FT MINIMUM). ALL OTHER JOINTS SHALL BE PUSH ON WITH RUBBER GASKETS (TYTON). USE OF OTHER TYPES OF RETAINER GLANDS SHALL REQUIRE USE WITH CLASS 53 OR GREATER DUCTILE IRON PIPE. DI STORM PIPE SHALL BE PUSH ON JOINT WITH RUBBER GASKET. UTILITY CONSTRUCTION NOTES: 1. CONTRACTOR IS RESPONSIBLE FOR CONTACTING THE LOCAL MUNICIPALITIES TO SECURE PERMITS AND FOR PAYMENT OF FEES FOR STREET CUTS AND CONNECTIONS TO EXISTING UTILITIES. 2. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN TRAFFIC DEVICES FOR PROTECTION OF VEHICLES AND PEDESTRIANS CONSISTING OF DRUMS, BARRIERS, SIGNS, LIGHTS FENCES AND UNIFORMED TRAFFIC CONTROLLERS AS REQUIRED, ORDERED BY THE ENGINEER OR REQUIRED BY THE LOCAL GOVERNING AUTHORITIES. 3. THIS PLAN DETAILS PIPES UP TO 5' FROM THE BUILDING FACE. REFER TO DRAWINGS BY OTHERS FOR BUILDING CONNECTIONS. CONTRACTOR SHALL SUPPLY AND INSTALL PIPE ADAPTERS AS NECESSARY AT BUILDING CONNECTION POINT OR AT EXISTING UTILITY OR PIPE CONNECTION POINT. 4. THE CONTRACTOR SHALL VISIT THE SITE AND VERIFY THE ELEVATION AND LOCATION OF ALL UTILITIES BY VARIOUS MEANS PRIOR TO BEGINNING ANY EXCAVATION. TEST PITS SHALL BE DUG AT ALL LOCATIONS WHERE SEWERS CROSS -EXISTING UTILITIES, AND THE HORIZONTAL AND VERTICAL LOCATIONS OF THE UTILITIES SHALL BE DETERMINED. THE CONTRACTOR SHALL CONTACT THE SITE (ENGINEER IN THE EVENT OF ANY DISCOVERED OR UNFORESEEN CONFLICTS BETWEEN EXISTING AND PROPOSED UTILITIES SO THAT AN APPROPRIATE MODIFICATION MAY BE MADE. 5. UTILITY CONNECTION DESIGN AS REFLECTED ON THE PLAN MAY CHANGE SUBJECT TO UTILITY CO. AND TOWN STAFF REVIEW. 6. THE CONTRACTOR SHALL ENSURE THAT ALL UTILITY COMPANIES AND TOWN STANDARDS FOR MATERIALS AND CONSTRUCTION METHODS ARE MET. THE CONTRACTOR SHALL PERFORM PROPER COORDINATION WITH THE RESPECTIVE UTILITY COMPANY. 7. THE CONTRACTOR SHALL ARRANGE FOR AND COORDINATE WITH THE RESPECTIVE UTILITY COMPANIES FOR SERVICE INSTALLATIONS AND CONNECTIONS. THE CONTRACTOR SHALL COORDINATE WORK TO BE PERFORMED BY THE VARIOUS UTILITY COMPANIES AND SHALL PAY ALL FEES FOR CONNECTIONS, DISCONNECTION, RELOCATIONS, INSPECTIONS, AND DEMOLITION. 8. ALL EXISTING PAVEMENT WHERE UTILITY PIPING IS TO BE INSTALLED SHALL BE SAW CUT. 9. ALL PIPES SHALL BE LAID ON STRAIGHT ALIGNMENTS AND EVEN GRADES USING A PIPE LASER OR OTHER ACCURATE METHOD. UTILITY NOTES (CONTINUED) ............................... ............. 10. SANITARY MAINS AND LATERALS SHALL MAINTAIN (10' MIN. HORIZONTAL 1.5' VERTICAL MIN.) SEPARATION DISTANCE FROM WATER LINES, OR ADDITIONAL PROTECTION MEASURES WILL BE REQUIRED WHERE PERMITTED. 11. RELOCATION OF UTILITY COMPANY FACILITIES SUCH AS POLES, TO BE DONE IN ACCORDANCE WITH THE REQUIREMENTS OF THE FACILITY OWNERS. 12. THE CONTRACTOR SHALL COMPACT THE PIPE BACKFILL IN 8" LIFTS ACCORDING TO THE PIPE BEDDING DETAILS. TRENCH BOTTOM SHALL BE STABLE IN HIGH GROUNDWATER AREAS. A PIPE FOUNDATION SHALL BE USED IN AREAS OF ROCK EXCAVATION. STORM SEWERS MAY BE PLACED PRIOR TO PLACING FILL. 13. CONTRACTOR TO PROVIDE SLEEVES UNDER FOOTINGS FOR UTILITY CONNECTIONS. 14. UTILITY PENETRATIONS AND LOCATIONS ARE SHOWN FOR THE CONTRACTOR'S INFORMATION AND SHALL BE VERIFIED WITH THE MEP DRAWINGS AND CONSTRUCTION MANAGER. 15. ALL UTILITY CONSTRUCTION IS SUBJECT TO INSPECTION FOR APPROVAL PRIOR TO BACKFILLING, IN ACCORDANCE WITH THE APPROPRIATE UTILITY COMPANY AND/OR THE LOCAL MUNICIPALITIES' REQUIREMENTS. 16. A ONE -FOOT MINIMUM CLEARANCE BETWEEN WATER, GAS, ELECTRICAL, AND TELEPHONE LINES AND STORM SEWERS SHALL BE PROVIDED. A SIX-INCH MINIMUM CLEARANCE SHALL BE MAINTAINED BETWEEN STORM AND SANITARY SEWER WITH A CONCRETE ENCASEMENT. 17. CONTRACTOR SHALL PROVIDE ALL BENDS, FITTINGS, ADAPTERS, ETC., AS REQUIRED FOR PIPE CONNECTIONS TO BUILDING STUB OUTS, INCLUDING ROOF/FOOTING DRAIN CONNECTIONS TO ROOF LEADERS AND TO STORM DRAINAGE SYSTEM. 18. MANHOLE RIMS AND CATCH BASIN GRATES SHALL BE SET TO ELEVATIONS SHOWN. SET ALL EXISTING MANHOLE RIMS AND VALVE COVERS TO BE RAISED OR LOWERED FLUSH WITH FINAL GRADE AS NECESSARY. 19. SITE CONTRACTOR SHALL COORDINATE INSTALLATION OF CONDUIT AN D CABLES FOR SITE LIGHTING WITH THE BUILDING ELECTRICIAN. T 20. CONTRACTOR SHALL COORDINATE INSTALLATION FOR ELECTRICAL SERVICES TO PYLON SIGNS AND SITE LIGHTING WITH THE BUILDING ELECTRICIAN. 21. THE CONTRACTOR SHALL RESTORE ANY UTILITY STRUCTURE, PIPE, UTILITY, PAVEMENT, CURBS, SIDEWALKS, OR LANDSCAPED AREAS DISTURBED DURING CONSTRUCTION, TO THEIR ORIGINAL CONDITION OR BETTER. 22. INFORMATION ON EXISTING UTILITIES AND STORM DRAINAGE HAS BEEN COMPILED FROM AVAILABLE INFORMATION INCLUDING UTILITY COMPANY AND MUNICIPAL RECORD MAPS AND/OR FIELD SURVEY AND IS NOT GUARANTEED CORRECT OR COMPLETE. UTILITIES AND STORM DRAINAGE ARE SHOWN TO ALERT THE CONTRACTOR TO THEIR PRESENCE. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR DETERMINING ACTUAL LOCATIONS AND ELEVATIONS OF ALL UTILITIES AND STORM DRAINAGE INCLUDING SERVICES. CONTACT "CALL BEFORE YOU DIG" AT (800) 922-4455 72 HOURS PRIOR TO CONSTRUCTION AND VERIFY ALL UNDERGROUND AND OVERHEAD UTILITY AND STORM DRAINAGE LOCATIONS. 23. THE CONTRACTOR SHALL ARRANGE AND COORDINATE WITH UTILITY COMPANIES AND THE TOWN OF SOUTH WINDSOR FOR WORK TO BE PERFORMED BY UTILITY COMPANIES OR BY THE TOWN OF SOUTH WINDSOR. THE CONTRACTOR SHALL PAY ALL UTILITY FEES AND REPAIR PAVEMENTS AS NECESSARY. 24. ELECTRIC AND TELEPHONE SERVICES SHALL BE INSTALLED UNDERGROUND FROM A LOCATION YET TO BE DETERMINED. CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANIES FOR SIZE LOCATIONS AND TYPE OF MATERIALS TO BE CONSTRUCTED. THE CONTRACTOR SHALL INSTALL AND BACKFILL PVC CONDUITS FOR TELEPHONE SERVICE, 4" PVC CONDUITS FOR ELECTRIC: SERVICE PRIMARY, PVC CONDUITS FOR ELECTRICAL SECONDARY PER BUILDING ELECTRICAL PLANS, AND PVC CONDUIT FOR CABLE SERVICE (SCHEDULE 80 UNDER PAVEMENT, SCHEDULE 40 IN NON PAVEMENT AREAS). SERVICES MAY BE INSTALLED IN A COMMON TRENCH WITH 12" CLEAR SPACE BETWEEN. MINIMUM COVER IS 36" ON ELECTRIC CONDUITS, AND 24" ON TELEPHONE AND CABLE CONDUITS. SERVICES SHALL BE MARKED WITH MAGNETIC LOCATOR TAPE AND SHALL BE BEDDED, INSTALLED, AND BACKFILLED IN ACCORDANCE WITH ELECTRIC COMPANY, PHONE COMPANY AND CATV COMPANY STANDARDS. GALVANIZED STEEL ELECTRICAL CONDUIT SHALL BE USED AT POLE AND TRANSFORMER LOCATIONS. INSTALL HANDHOLES AND UTILITY MANHOLES AND VAULTS AS REQUIRED. INSTALL CONCRETE ENCASEMENT ON PRIMARY ELECTRIC CONDUITS IF REQUIRED BY ELECTRIC COMPANY. 25. ALL WATER LINES TO HAVE A MINIMUM COVER OF 4.5'. ALL LINES SHALL BE BEDDED IN 6" SAND AND BACKFILLED WITH 12" SAND. 26. ALL WATER MAINS, WATER SERVICES AND SANITARY SEWER LATERAL SHALL CONFORM TO THE DEPARTMENT OF ENVIRONMENTAL PROTECTION, APPLICABLE LOCAL WATER DEPARTMENT, OR THE APPROPRIATE LOCAL UTILITY COMPANY SPECIFICATIONS, AS WELL AS TO OTHER APPLICABLE CODES AND SPECIFICATIONS FOR POTABLE WATER SYSTEMS. 27. ALTERNATIVE METHODS AND PRODUCTS OTHER THAN THOSE SPECIFIED MAY BE USED IF REVIEWED AND APPROVED BY THE OWNER, ENGINEER, AND APPROPRIATE REGULATORY AGENCIES PRIOR TO INSTALLATION. 28. THE CONTRACTOR SHALL MAINTAIN ALL FLOWS AND UTILITY CONNECTIONS TO ADJACENT EXISTING BUILDINGS WITHOUT INTERRUPTION, UNLESS AUTHORIZED TO DISCONNECT BY THE OWNERS, THE PROJECT ENGINEER, UTILITY COMPANIES AND GOVERNING AUTHORITIES. 29. THE CONTRACTOR MAY SUBSTITUTE MASONRY STRUCTURES FOR PRECAST STRUCTURES IF APPROVED BY THE SITE ENGINEER AND ALLOWED BY THE TOWN ENGINEER OR GOVERNING AUTHORITY. RF.T.FACED FOR CONSTRUCTION E4 NJ D,i& Companies ARCHITECTURE ENGINEERING PLANNING LANDSCAPE ARCHITECTURE LAND SURVEYING ENVIRONMENTAL SCIENCES 150 Trumbull Street, 6th floor Hartford, CT 06103 (860) 249-2200 (860) 249-2400 Fax JAI j�_n'9 �z�'G'� e O No. 24620 N e �''�Rreatcr�+`a ♦W V J Mr a - a U Q Z L11 o W Z Z Y 0. W m� > LOo W c+) C/) I-- W 0. O W TW 1 I- z a z J 0 0_ (A 0 wm F(1) 00 ww U Z o Z F- F- I- F-0ozzzzz ZU-) w w w 0 0 L,�a�� :2 F- l= � � M U U U�0000 0 O Z m U U U�� LJ Z I- I- U)>aL)03'0zz o�a300000 co co cow co O w co cn 00000000 O_ NN-a)O�r pq\\\\\\\\ > v to Lr) co co co r� oo Lug 000000000 Z.-Nnd-0 c0r- M Designed J.A.C. Drawn J.A.C. Checked Approved Scale Project No. 05C1506 Date 04/17/06 CAD File GN05C150601 Title GENERAL NOTES Sheet No. GN-1 THESE DRAWINGS SHALL NUT SL UIILIZtU t3Y ANY FEKSUN, FIKM UK UUKNUKAIIUN WIIHUI (tit SNLUINL; WKIIItN F'LKMISSIUN OF dL CUMF'ANILS X rn 3 CU 0 0 uQ U to 0 U w U A i 0 0 n U to 0 i to 0 to s 0 N U 3 O a Y J W )z E 0 d rX oV- _+ N N o Ui cu W �-P ❑ °, J d 01_J EROSION CONTROL NOTES SILT FENCING DIRECTION OF RUN-OFF SEDIMENT & EROSION CONTROL NARRATIVE 2. ALL FILL MATERIAL ADJACENT TO ANY WETLAND AREAS OPERATION AND MAINTENANCE OF SEDIMENTATION AND 12. SEDIMENTATION BASINS SHALL PROVIDE 134 CUBIC YARDS OF FLOW (TYP.) THE SEDIMENT AND EROSION CONTROL PLAN WAS DEVELOPED SHALL BE GOOD QUALITY, WITH LESS THAN 5% FINES PASSING EROSION CONTROL MEASURES SEDIMENT STORAGE PER DISTURBED ACRE CONTRIBUTING TO THE TO PROTECT THE EXISTING ROADWAY AND STORM DRAINAGE THROUGH A #200 SIEVE (BANK RUN), SHALL BE PLACED IN I. SILTATION FENCE BASIN. PROVIDE BASIN VOLUMES FOR ALL DISTURBANCE ON SITE. SOIL/AGGREGATE STOCKPILE OF 3S �S SYSTEMS ADJACENT PROPERTIES AND THE WETLAND AREA MAXIMUM ONE FOOT LIFTS AND SHALL BE COMPACTED TO 95% EXISTING SITE MATERIAL TO BE ° A. ALL SILTATION FENCES SHALL BE INSPECTED AS A MINIMUM FROM SURFACE RUNOFF AND EROSION. A CONSTRUCTION MAX. DRY DENSITY MODIFIED PROCTOR OR AS SPECIFIED IN WEEKLY OR AFTER EACH RAINFALL. ALL DETERIORATED FABRIC 13. COMPLY WITH REQUIREMENTS OF CGS SECTION 22A, 430B REUSED AND/OR NEW MATERIAL SEQUENCE IS PROVIDED TO PROVIDE SURFACE RUNOFF CONTRACT SPECIFICATIONS. AND DAMAGED POSTS SHALL BE REPLACED AND PROPERLY FOR STORMWATER DISCHARGE FROM CONSTRUCTION ACTIVITIES TO BE INSTALLED IN THE WORK CONTROLS PRIOR TO THE PROJECT CONSTRUCTION BEGINNING. 3. AS GENERAL GRADING OPERATIONS PROGRESS, THE REPOSITIONED IN ACCORDANCE WITH THIS PLAN. AND WITH DEP RECORD KEEPING AND INSPECTION REQUIREMENTS. CONSTRUCTION SCHEDULE TEMPORARY DIVERSION DITCHES SHALL BE RAISED OR LOWERED, B. SEDIMENT DEPOSITS SHALL BE REMOVED FROM BEHIND THE 14. STONE ANTI -TRACKING PADS SHALL BE INSTALLED PRIOR TO THE ANTICIPATED STARTING DATE FOR CONSTRUCTION IS AS NECESSARY, TO DIVERT SURFACE RUNOFF TO THE BASINS. FENCE WHEN THEY EXCEED A HEIGHT OF ONE FOOT. ANY ON SITE EXCAVATION AND SHALL BE MAINTAINED DURING NOTES: EXISTING EXCAVATED MATERIAL v' ALL EXCAVATION AND CONSTRUCTION ACTIVITIES. THAT IS NOT TO BE REUSED SEPTEMBER, 2006 WITH COMPLETION ANTICIPATED SED IN THE SEPTEMBER 2007. APPROPRIATE EROSION CONTROL MEASURES OPERATION IV -PLACEMENT OF DRAINAGE STRUCTURES, II. HAY BALES WORK IS TO BE IMMEDIATELY REMOVED AS DESCRIBED HEREIN, SHALL BE INSTALLED BY THE UTILITIES, AND BUILDING CONSTRUCTION. A. ALL HAY BALE RINGS SHALL BE INSPECTED FOLLOWING EACH 15. MINIMIZE LAND DISTURBANCES. SEED AND MULCH DISTURBED FROM THE SITE AND PROPERLY CONTRACTOR PRIOR TO THE COMMENCEMENT OF ALL RAINFALL. REPAIR OR REPLACEMENT SHALL BE PROMPTLY MADE AREAS WITH TEMPORARY MIX AS SOON AS PRACTICABLE (2 WEEK DISPOSED OF. CONSTRUCTION ACTIVITY. 1. STAKED HAY BALES OR SILT FENCES SHALL BE INSTALLED AS NEEDED. MAXIMUM UNSTABILIZED PERIOD) USING PERENNIAL RYEGRASS AT AT THE DOWNHILL SIDES OF BUILDING EXCAVATIONS, MUD PUMP 40 LBS PER ACRE. MULCH ALL CUT AND FILL SLOPES AND 2. SOIL/AGGREGATE STOCKPILE SITES TO CONTINGENCY EROSION PLAN DISCHARGES, AND UTILITY TRENCH MATERIAL STOCKPILES. B. DEPOSITS SHALL BE REMOVED AND CLEANED -OUT IF ONE SWALES WITH LOOSE HAY AT A RATE OF 2 TONS PER ACRE. IF BE WHERE SHOWN ON THE DRAWINGS. HALF OF THE ORIGINAL HEIGHT OF THE BALES BECOMES FILLED NECESSARY, REPLACE LOOSE HAY ON SLOPES WITH EROSION THE CONTRACTOR SHALL INSTALL ALL SPECIFIED EROSION OPERATION V - FINAL GRADING AND PAVING WITH SEDIMENT. CONTROL BLANKETS OR JUTE CLOTH. MODERATELY GRADED 3. RESTORE STOCKPILE SITES TO CONTROL MEASURES AND WILL BE REQUIRED TO MAINTAIN THEM AREAS, ISLANDS, AND TEMPORARY CONSTRUCTION STAGING PRE-EXISTING PROJECT CONDITION AND IN THEIR INTENDED FUNCTIONING CONDITION. THE AGENTS OF 1. ALL INLET AND OUTLET PROTECTION SHALL BE PLACED AND III. SEDIMENT BASINS AREAS MAY BE HYDROSEEDED WITH TACKIFIER. RESEED AS REQUIRED. THE DIRECTOR OF PUBLIC WORKS, INLAND WETLANDS AGENCY MAINTAINED AS DISCUSSED IN OPERATION IV. A. CONTRACTOR TO KEEP WEEKLY CHECKLIST LOGS FOR S AND SITE ENGINEER SHALL HAVE THE AUTHORITY TO INSPECTIONS OF ALL SEDIMENT AND EROSION CONTROL DEVICES 16. MAINTAIN EXISTING PAVED AREAS FOR CONSTRUCTION 4. STOCKPILE HEIGHTS MUST NOT REQUIRE SUPPLEMENTAL MAINTENANCE OR ADDITIONAL 2. NO CUT OR FILL SLOPES SHALL EXCEED 2:1 EXCEPT WHERE AND HAVE THEM READILY AVAILABLE ON -SITE AT ALL TIMES FOR STAGING FOR AS LONG AS POSSIBLE. REMOVE AND REUSE EXCEED 35'. STOCKPILE SLOPES MUST SF $F MEASURES IF FIELD CONDITIONS ARE ENCOUNTERED BEYOND STABILIZED BY ROCK FACED EMBANKMENTS OR EROSION INSPECTION BY DEP LOCAL AUTHORITIES OR ENGINEER. BROKEN PAVEMENT LATER DURING ROUGH GRADING EARTHWORK BE 2:1 OR FLATTER. -SF ----- WHAT WOULD NORMALLY BE ANTICIPATED. CONTROL BLANKETS, JUTE MESH AND VEGETATION. ALL PHASE IF INDICATED ON GRADING PLANS. SLOPES SHALL BE SEEDED, AND THE ROAD SHOULDER AND B. ALL PONDS SHALL BE INSPECTED FOLLOWING EACH RAINFALL. CONSTRUCTION SEQUENCE BANKS WILL BE STABILIZED IMMEDIATELY UPON COMPLETION OF REPAIR OF SLOPES SHALL BE PROMPTLY MADE AS NEEDED. 17. SILT FENCE AND OTHER SEDIMENT CONTROL MEASURES SHALL MATERIALS STOCKPILE DETAIL ESTABLISHED. BE INSTALLED IN ACCORDANCE WITH DRAWINGS AND S ES THE FOLLOWING CONSTRUCTION SEQUENCE IS RECOMMENDED: FINAL GRADING UNTIL TURF I 1. CONTACT TOWN OF SOUTH WINDSOR AGENT AT LEAST C. SEDIMENT DEPOSITS SHALL BE REMOVED FROM PONDS WHEN MANUFACTURER'S RECOMMENDATIONS PRIOR TO WORK IN ANY......................................---..........................----....-............... ............ ............................ ................ ........................................................................... FORTY-EIGHT (48) HOURS PRIOR TO COMMENCEMENT OF ANY 3. PAVEMENT BASE COURSES SHALL BE INSTALLED OVER THEY EXCEED A HEIGHT OF ONE FOOT. UPLAND AREAS. N.T.S. DEMOLITION, CONSTRUCTION OR REGULATED ACTIVITY ON THIS AREAS TO BE PAVED AS SOON AS FINAL SUB -GRADES ARE ESTABLISHED AND UNDERGROUND UTILITIES HAVE BEEN PROJECT. D. SEDIMENT SHALL BE DISPOSED OF ON -SITE OR AS DIRECTED 18. EXCAVATED MATERIAL FROM TEMPORARY SILT TRAPS MUST BE INSTALLED. T P N "mull F T BY THE ENGINEER AND LOCAL GOVERNING OFFICIALS. SOCK ILED 0 H LL SIDE 0 SIL FENCE. 2"X4" WOODEN STAKES DRIVEN 2. CLEARING LIMITS SHALL BE PHYSICALLY MARKED IN THE 4. CONSTRUCT PAVEMENT, PLACE TOPSOIL, FINAL SEED, MULCH. MIN. OF 12" INTO THE GROUND FIELD AND APPROVED BY THE TOWN OF AND LANDSCAPINGEROSION AND SEDIMENT CONTROL PLAN 19. INSTALL SILT FENCE ACCORDING TO MANUFACTURER'S AGENT PRIOR TO THE START OF WORK ON THE SITE. INSTALL 1. HAY BALE FILTERS OR SILTATION FENCE WILL BE INSTALLED AT INSTRUCTION, PARTICULARLY, BURY LOWER EDGE OF FABRIC INTO TREE PROTECTION AND PERIMETER SILT FENCE. ALL CULVERT OUTLETS AND ALONG THE TOE OF ALL CRITICAL GROUND. SILT FENCE SHALL BE MIRAFI ENVIROFENCE, AMOCO SILT 5. REMOVE ALL TEMPORARY EROSION CONTROL DEVICES ONLY ' AFTER ALL AREAS HAVE BEEN PAVED AND/ OR GRASS HAS CUT AND FILL SLOPES. STOP OR EQUIVALENT APPROVED BY SITE ENGINEER. FILTER 3. CONSTRUCT TRACKING PADS AT ENTRANCES AND WRAP FABRIC USED SHALL BE MIRAFI 10OX OR EQUIVALENT. FILTER FABRIC AROUND GRATES OF CATCH BASINS OR INSTALL BEEN WELL ESTABLISHED AND THE SITE HAS BEEN INSPECTED WOODEN LATERAL CROSS AND APPROVED BY THE TOWN OR GOVERNING WETLAND 2. CULVERT DISCHARGE AREAS WILL BE PROTECTED WITH RIP RAP CATCH BASIN BRACES AS NEEDED SILT SACKS ON CATCH BASIN INLETS ON OFF SITE ROADS. AGENCY. CHANNELS; ENERGY DISSIPATORS WILL BE INSTALLED AS 20. USE NEW HAY BALES AND REPLACE THEM WHENEVER THEIR INSTALL HAY BALES AND SILT FENCE AT PERIMETER OF NECESSARY. CONDITION DETERIORATES BEYOND REASONABLE USABILITY. PROPOSED SITE DISTURBANCE AND INSTALL ALL EROSION STAKE HAY BALES SECURELY INTO GROUND AND BUTT TIGHTLY CONTROL MEASURES AND TREE PROTECTION INDICATED ON SEQUENCE FOR INSTALLATION OF SOIL EROSION 3. CATCH BASINS WILL BE PROTECTED WITH HAY BALE FILTERS, TOGETHER TO PREVENT UNDERCUTTING AND BYPASSING. THESE PLANS. INSTALL SEDIMENT BASINS IF REQUIRED AT LOW & SEDIMENTATION CONTROL MEASURES SILT SACKS OR SILTATION FENCE THROUGHOUT THE FLOW AREAS OF SITE OR AS ORDERED BY THE ENGINEER OR AS PHASE 1 CONSTRUCTION PERIOD AND UNTIL ALL DISTURBED AREAS ARE 21. INSTALL TEMPORARY DIVERSION DITCHES, PLUNGE POOLS, �- SHOWN ON THESE PLANS. 1 ERECT SILTATION FENCES, SEDIMENT TRAP, DIVERSION THOROUGHLY STABILIZED. SEDIMENT BASINS, AND DEWATERING PITS AS SHOWN AND AS DITCHES, AND ANTI -TRACKING PAD. NECESSARY DURING VARIOUS PHASES OF CONSTRUCTION TO 4. CLEAR AND GRUB SITE. STOCKPILE CHIPS. STOCKPILE 4. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONTROL RUNOFF UNTIL UPHILL AREAS ARE STABILIZED. LOCATION FLOW FILTER FABRIC TOPSOIL 2. STRIP TOPSOIL AND STOCKPILE. INSTALLED IN ACCORDANCE WITH THE STANDARDS AND OF TEMPORARY SEDIMENT BASINS WILL REQUIRE REVIEW AND TUCKED 6-12 SPECIFICATIONS OF THE EROSION AND SEDIMENT CONTROL APPROVAL BY THE ENGINEER AND GOVERNING OFFICIAL. INCHES INTO 5. INSTALL SILT FENCE, CONSTRUCT LEVEL SPREADERS, 3. PERFORM CLEARING AND GRUBBING ACTIVITIES, AND HANDBOOK LATEST EDITION. GRADE CONSTRUCT SWALE AND SEDIMENT BASIN, INSTALL STORM DEMOLITION. 22. DIRECT ALL DEWATERING PUMP DISCHARGE TO A SEDIMENT DRAINAGE. 5. EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONTROL DEVICE SUCH AS TEMPORARY PITS, SEDIMENT BASINS 4. STABILIZE STOCK PILE. INSTALLED PRIOR TO CONSTRUCTION WHENEVER POSSIBLE OR GRASS FILTERS WITHIN THE APPROVED LIMIT OF DISTURBANCE. 6. CONTINUE EARTHWORK. CONSTRUCT FILL SLOPE AND DISCHARGE TO STORM SEWERS OR SURFACE WATERS FROM RETAINING WALLS. INSTALL ADDITIONAL EROSION CONTROLS AND PHASE 2 6. ALL CONTROL MEASURES WILL BE MAINTAINED IN EFFECTIVE SEDIMENT CONTROLS SHALL BE CLEAR. CONSTRUCT STORM SEWER, TOPSOIL AND SEED SLOPES WHICH 1. INSPECT AND MAINTAIN SEDIMENTATION AND EROSION CONDITION THROUGHOUT THE CONSTRUCTION PERIOD. SILT FENCE INSTALLATION AT HAVE ACHIEVED FINAL SITE GRADING. CONTROL STRUCTURES. 23. BLOCK THE OPEN UPSTREAM ENDS OF DETENTION CATCH BASINS AT LOW POINTS 7. ADDITIONAL CONTROL MEASURES WILL BE INSTALLED DURING BASIN/SEDIMENTATION BASIN OUTLET CONTROL ORIFICE UNTIL SITE FL BLEC-006 CATCH BASIN FLOW ANCHOR EACH BALE WITH TWO 2"X2"X3'-O" STAKES HAY BALE FILTER INSTALLATION AT CATCH BASIN AT LOW POINTS 7. CONSTRUCTION STAKING OF ALL BUILDING CORNERS, 2. ROUGH GRADING. THE CONSTRUCTION PERIOD, IF NECESSARY OR REQUIRED. IS STABILIZED AND BLOCK END OF STORM SEWERS IN EXPOSED UTILITIES, ACCESS DRIVES, AND PARKING AREAS. TRENCHES WITH BOARDS AND SANDBAGS AT THE END OF EACH STORMWATER INLETS WHICH DO NOT DISCHARGE TO SEDIMENT TRAPS OR BASINS, MUST BE PROTECTED PHASE 3 8. SEDIMENT REMOVED FROM CONTROL STRUCTURES WILL BE WORKING DAY WHEN RAIN IS EXPECTED. UNTIL THE TRIBUTARY AREAS ARE STABILIZED. 8. ROUGH GRADING 1. INSPECT AND MAINTAIN SEDIMENTATION AND EROSION DISPOSED IN A MANNER WHICH IS CONSISTENT WITH THE INTENT SEDIMENT MUST BE REMOVED FROM INLET PROTECTION AFTER EACH STORM EVENT. CONTROL STRUCTURES. OF THE PLAN. 24. SWEEP AFFECTED PORTIONS OF OFF SITE ROADS ONE OR 9. INSTALLATION OF STORM DRAINAGE. MORE TIMES A DAY (OR LESS FREQUENTLY IF TRACKING IS NOT A 2. PERFORM FILLING ACTIVITIES. 9. THEPROBLEM) CONTRACTOR IS ASSIGNED THE RESPONSIBILITY FOR DURING CONSTRUCTION. OTHER UST CONTROL M) ER DRICATCH BASIN EROSION CONTROL FOUNDATION CONSTRUCTION. BEGIN SUPERSTRUCTURE 10. IMPLEMENTING THIS EROSION AND SEDIMENT CONTROL PLAN. THIS MEASURES TO BE USED AS NECESSARY INCLUDES WATERING . ............................... PHASE 4 RESPONSIBILITY INCLUDES THE INSTALLATION AND MAINTENANCE DOWN DISTURBED AREAS, USING CALCIUM CHLORIDE, AND .......................................................................................................................................................................................................... 11. REMOVE SEDIMENT FROM BEHIND SILT FENCES AND HAY 1. INSPECT AND MAINTAIN SEDIMENTATION AND EROSION OF CONTROL MEASURES, INFORMING ALL PARTIES ENGAGED ON COVERING LOADS ON DUMP TRUCKS. N.T.S. BLEC-012 BALES, AND FROM SEDIMENTATION BASINS AS REQUIRED. CONTROL STRUCTURES. THE CONSTRUCTION SITE OF THE REQUIREMENTS AND OBJECTIVES REMOVAL SHALL BE ON A PERIODIC BASIS (EVERY SIGNIFICANT OF THE PLAN, NOTIFICATION OF THE SOUTH WINDSOR PLANNING 25. PERIODICALLY CHECK ACCUMULATED SEDIMENT LEVELS IN THE RAINFALL). INSPECTION OF EROSION CONTROL MEASURES SHALL 2. CONSTRUCT DRAINAGE STRUCTURES. CONSTRUCT DIVERSION COMMISSION OFFICE OR GOVERNING AUTHORITY OF ANY TRANSFER SEDIMENT BASINS DURING CONSTRUCTION AND CLEAN BE ON A WEEKLY BASIS. SEDIMENT COLLECTED SHALL BE BERMS, RIP RAPPED OF THIS RESPONSIBILITY AND FOR CONVEYING A COPY OF THE ACCUMULATED SILT WHEN NECESSARY OR WHEN ONE FOOT OF - DEPOSITED AND SPREAD EVENLY UPLAND ON SLOPES DURING LINED DITCHES AND SEDIMENTATION BASINS. LEAVE TOPS OFF EROSION AND SEDIMENT CONTROL PLAN IF THE TITLE TO THE SEDIMENT HAS ACCUMULATED. CLEAN ACCUMULATED SEDIMENT CONSTRUCTION. INLET C.B.'S LAND IS TRANSFERRED. FROM CATCH BASIN SUMPS AS NECESSARY. REMOVE RpPp / TO COLLECT FLOW FROM DIVERSION BERMS. ACCUMULATED SEDIMENT FROM BEHIND HAY BALES AND SILT-- 12. INSTALL SANITARY LATERAL AND UTILITIES. COMPLETE EROSION AND SEDIMENT CONTROL PLAN SEDIMENT AND FENCE WHEN LEVEL REACHES HALF THE HEIGHT OF THE HAY STORM SEWERS. 3. INSTALL HAY BALES. EROSION CONTROL NOTES BALE OR FENCE. DISPOSE OF SEDIMENT LEGALLY EITHER ON OR OFF SITE. p O O 13. INSTALL SITE LIGHTING AND DUMPSTER ENCLOSURE. PHASE 5 1. THE DRAWING IS ONLY INTENDED TO DESCRIBE THE SEDIMENT �� O Oo 00 00 1. INSPECT AND MAINTAIN SEDIMENTATION AND EROSION AND EROSION CONTROL TREATMENT FOR THIS SITE. SEE 26. MAINTAIN ALL PERMANENT AND TEMPORARY SEDIMENT ` OOQOoOo 0 0 0 0 0 14. FINISH GRADING AND CONSTRUCT PARKING AREA SUBGRADE. CONTROL STRUCTURES. SEDIMENT AND EROSION CONTROL DETAILS AND CONSTRUCTION SEQUENCE. REFER TO SITE PLAN FOR CONTROL DEVICES IN EFFECTIVE CONDITION THROUGHOUT THE e GENERAL INFORMATION CONSTRUCTION PERIOD. UPON COMPLETION OF WORK SWEEP 8" MINIMUM 15. CONSTRUCT CURBS, PAVEMENT STRUCTURE AND SIDEWALKS 2. PERFORM FINAL GRADING AND PAVING. AND OTHER PLANS FOR APPROPRIATE INFORMATION. PARKING LOT AND REMOVE ALL TEMPORARY SEDIMENT CONTROLS O ` OoOo WHEN AUTHORIZED BY LOCAL GOVERNING AUTHORITY. CT DOT 2" \\ O 16. PAVING OF PARKING AREAS AND DRIVEWAYS PHASE 6 2. THE CONTRACTORIS RESPONSIBLE FOR IMPLEMENTING THIS 1. INSPECT AND MAINTAIN SEDIMENTATION AND EROSION SEDIMENT AND EROSION CONTROL PLAN. THIS RESPONSIBILITY 27. REFER TO OPERATIONS AND MANAGEMENT PLAN IN THE SITE FILTER FABRIC 17. FINAL GRADING OF SLOPE AREAS. CONTROL STRUCTURES. INCLUDES THE PROPER INSTALLATION AND MAINTENANCE OF ENGINEERING REPORT REVISED 7/7/06 BY BL COMPANIES. CONTROL MEASURES, INFORMING ALL PARTIES ENGAGED WITH 18. PLACE 4" TOPSOIL ON SLOPES AFTER FINAL GRADING IS 2. RESPREAD TOPSOIL. CONSTRUCTION ON THE SITE OF THE REQUIREMENTS AND OBJECTIVES OF THIS PLAN INFORMING THE GOVERNING AUTHORITY COMPLETED. FERTILIZE SEED AND MULCH. SEED MIXTURE TO BE I ANTI-TRACKINGCKING PAD INSTALLED APRIL 11 - JUNE 1 OR AUGUST 15-OCTOBER 1 USE 3. LIME, FERTILIZE, AND SEED. OR INLAND WETLANDS AGENCY OF ANY TRANSFER OF THISEROSION CONTROL BLANKETS AS REQUIRED OR ORDERED FOR RESPONSIBILITY, AND FOR CONVEYING A COPY OF THE SEDIMENT.................................................................. SLOPES GREATER THAN 3:1. FOR TEMPORARY STABILIZATION 4. MULCH. & EROSION CONTROL PLAN IF THE TITLE TO THE LAND IS N.T.S. CTEC-001 BEYOND SEEDING DATES USE ANNUAL RYE AT 4.0 LBS/1,000 TRANSFERRED. S.F. FERTILIZE WITH 10-10-10 AT 1.0 LBS. OF NITROGEN PER 5. FINAL COVER. 3. A BOND MAY BE REQUIRED TO BE POSTED WITH THE 1,000 S.F. AND LIME AT 100 LBS/1,000 S.F. (MAX.). GOVERNING AUTHORITY FOR THE EROSION CONTROL INSTALLATION PHASE 7 AND MAINTENANCE 19. LANDSCAPE ISLANDS AND PERIMETER AREAS. 1. MAINTAIN SILTATION FENCES UNTIL COVER IS COMPLETELY 12" CMP PERF. RISER STABILIZED. 4. THE CONTRACTOR SHALL CONSTRUCT ALL SEDIMENT AND LENGTH = 20't WRAPPED W/ NON -WOVEN 20. INSTALL SIGNING AND PAVEMENT MARKINGS 2. PERFORM FINAL INSPECTION. EROSION CONTROLS IN ACCORDANCE WITH THE CONNECTICUT (SEE PLAN FOR SIZE) FILTER FABRIC GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL, LATEST 21. UPON DIRECTION OF THE TOWN OF SOUTH WINDSOR AGENT, 3. REMOVE SILTATION FENCES, CLEAN, AND RESTORE ALL EDITION IN ACCORDANCE WITH THE CONTRACT DOCUMENTS, AND EXISTING GRADE SURROUND WITH 3/4" EROSION AND SEDIMENT CONTROL MEASURES SHALL BE AS DIRECTED BY THE TOWN OF SOUTH WINDSOR. THE p REMOVED FOLLOWING STABILIZATION OF THE SITE. AREAS. CONTRACTOR SHALL KEEP A COPY OF THE GUIDELINES ON -SITE FOUNDATION STONE FOR REFERENCE DURING CONSTRUCTION. 0 0 SEQUENCE OF OPERATIONS 4. CLEAN ALL DEBRIS FROM DETENTION BASINS. 0$0 - OPERATION I - CLEARING AND GRUBBING INSTALLATION OF SEDIMENTATION AND 5. ADDITIONAL AND/OR ALTERNATIVE SEDIMENT AND EROSION O 0 1. ALL SEDIMENTATION AND EROSION CONTROL MEASURES, EROSION CONTROL MEASURES CONTROL MEASURES MAY BE INSTALLED DURING THE / 3:1 000 0 INCLUDING THE CONSTRUCTION OF THE TEMPORARY CONSTRUCTION PERIOD IF FOUND NECESSARY BY THE 3:1 SEDIMENTATION BASINS AND ANTI -TRACKING PADS, WILL BE I. SILTATION FENCE CONTRACTOR, OWNER, SITE ENGINEER, TOWN OFFICIALS -�)z O INSTALLED PRIOR TO THE START OF CLEARING AND GRUBBING A. DIG A SIX INCH TRENCH ON THE UPHILL SIDE OF THE OR ANY GOVERNING AGENCY. THE CONTRACTOR SHALL 0 AND DEMOLITION OPERATIONS. DESIGNATED FENCE LINE LOCATION. CONTACT THE OWNER AND APPROPRIATE GOVERNING AGENCIES \ FOR APPROVAL IF ALTERNATIVE CONTROLS OTHER THAN THOSE I 2. FOLLOWING INSTALLATION OF ALL SEDIMENTATION AND B. POSITION THE POST AT THE BACK OF THE TRENCH SHOWN ON THE PLANS ARE PROPOSED. STRIP UNSUITABLE EROSION CONTROL MEASURES, THE CONTRACTOR SHALL NOT (DOWNHILL SIDE), AND HAMMER THE BASIN BOTTOM 12" SOLID MATERIAL AND SCARIFY PROCEED WITH OPERATION II UNTIL THE ENGINEER HAS POST AT LEAST 1.5 FEET INTO THE GROUND. 6. THE CONTRACTOR SHALL INSPECT ALL SEDIMENT AND EROSION 36" MODIFIED RIP -RAP AT OUTLET PIPE INSPECTED AND APPROVED ALL INSTALLATIONS. CONTROLS BEFORE AND AFTER EACH STORM, OR AT LEAST DIVERSION DITCH INLET C. LAY THE BOTTOM SIX INCHES OF THE FABRIC INTO THE WEEKLY, TO VERIFY THAT THE CONTROLS ARE OPERATING LENGTH PER PLAN-/ 3. THE CONTRACTOR SHALL TAKE EXTREME CARE DURING TRENCH TO PREVENT UNDERMINING BY STORM WATER RUN-OFF. PROPERLY AND MAKE REPAIRS WHERE NECESSARY. OPERATION I SO AS NOT TO DISTURB UNPROTECTED WETLAND AREAS OR SEDIMENTATION AND EROSION CONTROL STRUCTURES. D. BACKFILL THE TRENCH AND COMPACT. 7. THE CONTRACTOR SHALL KEEP A SUPPLY OF EROSION TEMPORARY SEDIMENT CONTROL BASIN CONTROL MATERIAL JUTE MESH ETCFENCE BALES SILT HAY FE ( N ) ................................................................................................................................................................................................................................................................................................ ..................... 4. FOLLOWING THE COMPLETION OF OPERATION I, ALL AREAS ON -SITE FOR MAINTENANCE AND EMERGENCY REPAIRS. N.T.S. SHALL BE STABILIZED WITH TOPSOIL AND SEEDING OR II. HAY BALES PROCESSED AGGREGATE AS SOON AS PRACTICAL. A. BALES SHALL BE PLACED IN A SINGLE ROW, LENGTHWISE, 8. PROTECT EXISTING TREES THAT ARE TO BE SAVED BY FENCING PERPARED & SEEDED ORIENTED PARALLEL TO THE CONTOUR, WITH ENDS OF AT THE DRIP LINE OR AS SHOWN WITH SNOW FENCE, ORANGE 6" MIN. TOPSOIL LAYER OPERATION II - ROUGH GRADING ADJACENT BALES TIGHTLY ABUTTING ONE ANOTHER. SAFETY FENCE, OR EQUIVALENT. FENCING. ANY LIMB TRIMMING SHOULD BE DONE BEFORE CONSTRUCTION BEGINS IN THAT AREA; 1. FILL PLACEMENT AND SITE GRADING SHALL PROGRESS FROM B. BALES SHALL BE ENTRENCHED AND BACKFILLED. A TRENCH FENCING SHALL BE MAINTAINED AND REPAIRED DURING WEST TO EAST TO MINIMIZE EXPOSURE OF THE WATERCOURSE SHALL BE EXCAVATED THE WIDTH OF A BALE AND THE LENGTH CONSTRUCTION. 12" OVERLAP AT �\ AREA TO FILL SLOPES. RUNOFF SHALL BE INTERCEPTED AND OF THE PROPOSED BARRIER TO A MINIMUM DEPTH OF FOUR ENDS OF BLANKETS DIVERTED AWAY FROM THE WATERCOURSE AREA TO SEDIMENT INCHES. AFTER THE BALES ARE STAKED, THE EXCAVATED SOIL 9, INSTALL PERIMETER SEDIMENT CONTROLS PRIOR TO CLEARING BASINS. SHALL BE BACKFILLED AGAINST THE BARRIER. OR CONSTRUCTION. ALL CONSTRUCTION SHALL BE CONTAINED WITHIN THE LIMIT OF DISTURBANCE, WHICH SHALL BE MARKED 2. DURING THE REMOVAL AND/OR PLACEMENT OF EARTH AS C. EACH BALE SHALL BE SECURELY ANCHORED BY AT LEAST WITH SILT FENCE, SAFETY FENCE, HAY BALES, RIBBONS, OR P� INDICATED ON THE SITE PLAN, TOPSOIL SHALL BE STRIPPED TWO (2) STAKES. OTHER MEANS PRIOR TO CLEARING. CONSTRUCTION ACTIVITY cD X x EROSION CONTROL BLANKET AND APPROPRIATELY STOCKPILED FOR REUSE. SHALL REMAIN ON THE UPHILL SIDE OF THE SILT FENCE UNLESS 1.5' 31.5' (EX: NORTH AMERICAN GREEN D. THE GAPS BETWEEN BALES SHALL BE WEDGED WITH STRAW WORK IS SPECIFICALLY CALLED FOR ON THE DOWNHILL SIDE OF SC150 /C) 3. ALL STOCKPILED TOPSOIL SHALL BE SEEDED, MULCHED WITH TO PREVENT WATER LEAKAGE. THE FENCE. HAY, AND ENCLOSED BY A SILTATION FENCE. E. THE BARRIER SHALL BE EXTENDED TO SUCH A LENGTH THAT 10. ANTI -TRACKING PADS SHALL BE INSTALLED AT START OF X ANCHOR TOP EDGE 2 EXISTING GRADE ZEC-019 STAPLES ANCHOR TOP EDGE \ OF BLANKET IN 6' X6" TRENCH OPERATION III - FILLING THE BOTTOMS OF THE END BALES ARE HIGHER IN ELEVATION CONSTRUCTION AND MAINTAINED THROUGHOUT THE DURATION OF OF BLANKET IN THAN THE TOP OF THE LOWEST MIDDLE BALE, TO ENSURE THAT CONSTRUCTION. THE LOCATION OF THE TRACKING PADS MAY 6"x6" TRENCH 1 1. PRIOR TO FILLING, ALL SEDIMENTATION AND EROSION RUN-OFF WILL FLOW EITHER THROUGH OR OVER THE BARRIER, CHANGE AS VARIOUS PHASES OF CONSTRUCTION ARE COMPLETED. CONTROL STRUCTURES SHALL BE PROPERLY IMPLEMENTED, BUT NOT AROUND IT. lode C'. MAINTAINED AND FULLY INSTALLED, AS DIRECTED BY THE 11. TOPSOIL SHALL BE STRIPPED AND STOCKPILED FOR USE IN X x ryas.... ENGINEER AND AS SHOWN ON THIS PLAN. FINAL LANDSCAPING. ALL EARTH STOCKPILES SHALL HAVE HAY BALES OR SILT FENCE AROUND THE LIMIT OF PILE. PILES SHALL BE TEMPORARILY SEEDED IF PILE IS TO REMAIN IN PLACE FOR STAPLE PATTERN "C" MORE THAN 2 MONTHS. BLANKET O_N FILL SLOPE N.T.S. BLEC-009 COMPACTED FILL o• POSTS a ANGLE 10' UPSLOPE FOR STABILITY AND SELF CLEANING1--4 1. SET POSTS AND EXCAVATE A 6"X6" TRENCH, SET POST DOWNSLOPE. 12" MIN. DEPTH A. e: COMPACTED BACKFILL BOTTOM OF DRAINAGEWAY o I A PLAN VIEW e• 2. ATTACH FILTER FABRIC SILT TO THE POSTS FENCE AND EXTEND IT TO THE TRENCH. 3. BACKFILL THE TRENCH AND COMPACT THE EXCAVATED SOIL. ELEVATION POINTS "A" SHOULD BE HIGHER THAN POINT "B". SILT. FENCE BARRIER N.T.S. CTEC-003 2.5' Existing Ground - FREEBOARD 1 XZ 1 1.5' S�� Q/�c c. 1' GEOTEXTILE AS NECESSARY (DETERMINED IN FIELD BY ow GEOTECHNICAL ENGINEER) 81,MIN 1" BROKEN STONE UNDISTURBED GROUND OR COMPACTED SUBGRADE 1. CHANNELS TO DISCHARGE TO A SEDIMENT TRAP, BASIN OR OTHER APPROVED DEVICE, NOT TO A WATERCOURSE. 2. SIZES ARE MINIMUM, CONTRACTOR CAN INSTALL LARGER CHANNELS IF APPROVED. 3. REMOVE SEDIMENT FROM CHANNEL WHEN ACCUMULATION REACHES 6" DEEP. EXPANSION D . RESTRAINT 1 /4" NYLON ROPE 2"x2"x3/4" D RUBBER BLOCK D TEMPORARY DIVERSION ..................................SWA.L E. D.E.T.A.1 ................................. N.T.S. 1" REPAR FOR BAG REMOVAL FROM INLET A D NOTE: REGULAR FLOW = 40 GAL./MIN./S HIGH FLOW = 200 GAL./MIN./SF PAEC-017 SILTSACK DETAIL N.T.S. BLEC-005 A 3 RELEASED FOR CONSTRUCTION E4 Id bjffiw Companies ARCHITECTURE ENGINEERING PLANNING LANDSCAPE ARCHITECTURE LAND SURVEYING ENVIRONMENTAL SCIENCES 150 Trumbull Street, 6th floor Hartford, CT 06103 (860) 249-2200 (860)249-2400 Fax 0 •I � a �J• i * O 0 .d N <o .� ,��CENSE�' FLU U) Se � U Q Z �o W ❑� W z❑ 4 z J 0� (_5 = Loo LL[I CO V) ^^ CL C V y LLI M, ............................................................................... ............................................................................. z a z J O IL rn Q cn V) 0 w m HM H � w w U Z :2 :2 D::) IN ��oo 0 '-oozzzzz zU)www00 WQCn:2:2:2FZF_ 0 �M� U 0 0�000M0 0ZD]550 of of VwZO Z U)v~, m>¢��3z�zz owda�0o000 co 0 a) cD CD (D to co V) o0000000 z O_ NNr-00�,- M > v to 4 0 cD (D r` 00 0 W 000000000 Of Z - N r) 'q- to cD f` o0 Designed J.A.C. Drawn J. A. C. Checked Approved Scale N.T.S. Project No. 05C1506 Date 04/17/06 CAD File EC05C150602 Title EROSION CONTROL NOTES AND DETAILS Sheet No. EC-2 HESE DRAWINGS SHALL NOT BE UTILIZED BY ANY PERSON, FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF BL COMPANIES N 0 n U Ln 0 U W i l7 A 0 U7 U in 0 .11 Ln 0 .s 0 N 3 O d L U I (n )"zr a Cl) ox _v N o U CU W 3 a> N d V1 J THESE DRAWINGS SHALL NOT BE UTILIZED BY ANY PERSON, FIRM OR CORPORATION 1%ITHOUT THE SPECIFIC WRITTEN PERMISSION OF BL COMPANIES 0 0 0 0 0 0 N O I a. M 0 0 0 0 O 0 LO Ln O U X N 0 O 0 un U N 0 U X 0 0 0 L2 v 0 0 U X N O 0 LO LO O N X O 0 0 �n v 0 O U 0 N v X a -I. Companies ARCHITECTURE ENGINEERING PLANNING LANDSCAPE ARCHITECTURE LAND SURVEYING ENVIRONMENTAL SCIENCES 150 Trumbull Street. 6th floor Hartford, CT W103 (860) 249-22DO (860)249-240C Fax �I z 0 p p Il 0 O M r 0 W GM M W C U o 0 no- LU U) z Q Z J O o' W Q In to O W m � H Z Z O0 U W W U Z D � N 0(nU1 OO O Z I- 1- I- ~OOZZZZZ ()f Z M W W W O O Q M M 0- �O�MMM00 OOOOO O Z m U U U LJ `�ZL)53z5zz a) OR000 tow0www corn !n 00000000 O_ N04.-0)0 2 > v u) Lrn co co co r oo o) W 000000000 of Z C0 Designed J.A.C. Drawn J.A.C. Checked Approved Scale 1 "=40, Project No. 05C1506 Date J4/17/06 CAD File ECOEiC150601 Title EROSION CONTROL PLAN Sheet No. EC-1 L.A.NPSCAPE NOTES ........................................................................................................................................................................................................................................................................................... rn 3 CL n 0 uQ U N U J J 11 I' 3 A i C3 in Ln 0 i In th s 0 N 3 O a .Y ai, W )z £"D eM in M x _v � N I cu J ,p O (4� 1. THE LANDSCAPE PLAN AND DETAIL SHEET ARE FOR LANDSCAPING INFORMATION ONLY. REFER TO THE SITE LAYOUT PLAN, LIGHTING PLAN, GRADING AND DRAINAGE PLAN AND UTILITIES PLAN FOR ALL OTHER INFORMATION. 2. PLANTING LOCATIONS ARE APPROXIMATE AND ARE SUBJECT TO FIELD ADJUSTMENT DUE TO UTILITY LOCATIONS AND SITE CONDITIONS. CONTRACTOR SHALL LAY OUT THE WORK FOR THE REVIEW, ADJUSTMENT, AND APPROVAL OF OWNER OR LANDSCAPE ARCHITECT PRIOR TO PLANTING. 3 UTILITY LOCATIONS SHOWN IN THE DRAWINe-C ADC ADD0nVIAAATC CVCD/+ICC /+ADC UIUMI r)1/-P+IAI/\ IAI ADCAC ty- • VJ _9 ! I 1\V/\IIYI I -\IL. L/\LI\VIJL VP•11\L TYIILI`I IJIVVIIVV IIV MI\LMJ VI POTENTIAL CONFLICT WITH UNDERGROUND OR OVERHEAD UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE DUE TO CONTRACTOR'S NEGLIGENCE AND SHALL REPLACE OR REPAIR ANY DAMAGE AT CONTRACTOR'S EXPENSE. 4. NO PLANT SHALL BE PLACED IN THE GROUND BEFORE ROUGH GRADING HAS BEEN COMPLETED. 5. TOPSOIL SHALL BE INSTALLED AT A MINIMUM DEPTH OF 4". CONTRACTOR SHALL SUBMIT SAMPLES FROM EACH PROPOSED TOPSOIL SOURCE TO A CERTIFIED TESTING LABORATORY TO DETERMINE pH, FERTILITY, ORGANIC CONTENT AND MECHANICAL COMPOSITION. CONTRACTOR SHALL SUBMIT THE TEST RESULTS TO OWNER OR LANDSCAPE ARCHITECT FOR REVIEW. CONTRACTOR SHALL INCORPORATE AMENDMENTS FOR PROPER SOIL pH AND PLANT GROWTH AS RECOMMENDED BY TEST REPORTS AT NO INCREASE IN CONTRACT PRICE. 6. THE CONTRACTOR SHALL SUPPLY ALL LABOR, PLANTS, AND MATERIALS IN QUANTITIES SUFFICIENT TO COMPLETE THE WORK SHOWN ON THE DRAWINGS AND LISTED IN THE PLANT SCHEDULE. WHEN QUANTITIES LISTED IN THE PLANT SCHEDULE DIFFER FROM THOSE REQUIRED BY THE DRAWINGS, THE LARGER QUANTITY SHALL BE USED. 7. LANDSCAPE PLANTING PITS MUST BE FREE DRAINING. PAVEMENT, COMPACTED SOIL, AND BLASTED ROCK SHALL BE REMOVED FROM PLANTING PITS AND LANDSCAPE ISLANDS TO A DEPTH OF 2' OR TO A GREATER DEPTH IF REQUIRED BY PLANTING DETAILS OR SPECIFICATIONS. REPLACE SOIL WITHIN ISLANDS WITH LOAM OR SANDY LOAM FREE OF STONES AND DEBRIS 1" OR GREATER IN DIAMETER AND ALL OTHER MATERIAL HARMFUL TO PLANT DEVELOPMENT. 8. PLANTING SOIL MIXTURE FOR ALL PLANTINGS SHALL CONSIST OF: 1 PART PEAT MOSS OR COMPOST, 3 PARTS TOPSOIL, "TRANSPLANT 1-STEP" FERTILIZER / BIOSTIMULANT / MYCORRHIZA INOCULATE AS MANUFACTURED BY ROOTS, INC. OR AN APPROVED EQUIVALENT, AND LIME AND OTHER AMENDMENTS AS INDICATED BY SOIL ANALYSIS. 9. PLANT REQUIREMENTS: ALL PLANTS SHALL CONFORM IN SIZE AND GRADE TO THE AMERICAN STANDARD FOR NURSERY STOCK, ANSI Z60.1 (LATEST EDITION). ALL PLANTS SHALL MEET THE ADDITIONAL REQUIREMENTS SET FORTH BELOW AND IN WRITTEN SPECIFICATIONS AS APPLICABLE. ALL TREES AND SHRUBS SHALL HAVE BEEN GROWN AT A COMMERCIAL NURSERY WITHIN 200 MILES OF THE PROJECT SITE UNLESS OTHERWISE APPROVED BY OWNER OR LANDSCAPE ARCHITECT. THEY SHALL BE TYPICAL OF THEIR SPECIES OR VARIETY. THEY SHALL BE HEALTHY, SYMMETRICAL, EVENLY AND DENSELY BRANCHED, AND DENSELY FOLIATED WHEN IN LEAF. THEY SHALL BE FREE OF BARK INJURY, DISEASE, AND INSECT PESTS. ALL TREES SHALL HAVE A STRAIGHT TRUNK WITH A SINGLE MAIN LEADER UNLESS OTHERWISE CHARACTERISTIC OF THE SPECIES OR VARIETY. THE OWNER OR LANDSCAPE ARCHITECT WILL ALLOW SUBSTITUTIONS ONLY UPON WRITTEN APPROVAL. SIZES SHALL CONFORM TO THE MEASUREMENT SPECIFIED ON THE DRAWINGS. PLANTS LARGER THAN SPECIFIED MAY BE USED IF APPROVED. THE USE OF SUCH PLANTS SHALL NOT INCREASE THE CONTRACT PRICE. ALL OVERSTORY TREES PLANTED ALONG PARKING AREAS, SIDEWALKS AND PEDESTRIAN ACCESSES SHALL NOT BRANCH BELOW 7' FEET IF THE TREE CALIPER IS 2 1/2" INCHES OR GREATER. ALL PLANT MATERIALS ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE OWNER OR LANDSCAPE ARCHITECT AT THE NURSERY SOURCE. THE CONTRACTOR SHALL COORDINATE SOURCE VISITS WITH THE LANDSCAPE ARCHITECT AND SHALL ACCOMPANY THE OWNER AND/OR LANDSCAPE ARCHITECT FOR ALL INSPECTIONS. CERTIFICATES OF COMPLIANCE WITH SPECIFICATIONS ARE REQUIRED FOR ALL PLANTS. 10. ALL SHRUB BEDS SHALL BE MULCHED TO A DEPTH OF 3". ANNUAL AND PERENNIAL BEDS SHALL BE MULCHED TO A DEPTH OF 2". USE UNCOLORED, SHREDDED BARK MULCH AGED AT LEAST SIX MONTHS FOR ALL BEDS. 11. GUARANTEE: GUARANTEE ALL PLANTS AND LAWNS FOR A MINIMUM OF 1 YFAR TO RF AI IVF AND IN VIGOROUS GROWING CONDITION AT THE END OF THE GUARANTEE PERIOD. THE GUARANTEE PERIOD FOR ALL PLANTS SHALL BEGIN UPON APPROVAL AS SPECIFIED UNDER SEMI-FINAL ACCEPTANCE. PLANT MATERIALS AND LAWNS APPROVED IN THE SPRING SHALL BE ALIVE AND IN SATISFACTORY GROWTH ON JUNE 1 OF THE FOLLOWING YEAR; PLANTING DONE IN LATE FALL (AFTER NOVEMBER 1ST) SHALL BE MAINTAINED AND GUARANTEED UNTIL THE SECOND SPRING'S LEAFING. REPLACEMENTS: ALL PLANTS SHALL BE FREE OF DEAD OR DYING BRANCHES AND BRANCH TIPS, AND SHALL BEAR FOLIAGE OF A NORMAL DENSITY, SIZE AND COLOR. PROMPTLY REMOVE DEAD, UNSIGHTLY, UNHEALTHY, OR EXCESSIVELY PRUNED PLANTS. THESE AND ANY PLANTS MISSING DUE TO THE CONTRACTOR'S NEGLIGENCE, SHALL BE REPLACED OR ADDED WITH THE SAME KIND AND SIZE AS ORIGINALLY SPECIFIED AS SOON AS CONDITIONS PERMIT. METHOD OF REPLACEMENT SHALL BE THE SAME AS SPECIFIED FOR THE ORIGINAL PLANTING WITH REPLACEMENTS MATCHING ADJACENT SPECIMENS OF THE SAME SPECIES. REPLACEMENTS SHALL BE MADE AS MANY TIMES AS NECESSARY TO ENSURE HEALTHY PLANTS AND THEY SHALL BE MAINTAINED AND GUARANTEED. REPLACEMENTS SHALL BE MADE AT THE CONTRACTOR'S EXPENSE AND SHALL BE GUARANTEED FOR ONE FULL YEAR FROM TIME OF REPLACEMENT. 12. ALL SLOPES STEEPER THAN 3:1 RECEIVING A GRASS SEEDING MIXTURE SHALL BE COVERED WITH AN EROSION CONTROL BLANKET OF STRAW FIBER AND BIODEGRADABLE OR PHOTODEGRADABLE NETTING. 13. UNLESS OTHERWISE NOTED IN DRAWING SET, NEW TREELINES SHALL EQUAL CLEARING AND GRUBBING LIMITS. 14. ALL DISTURBED AREAS NOT OTHERWISE DEVELOPED SHALL BE SEEDED WITH THE LAWN SEEDING MIXTURE. 15. IF SHEET IS LESS THAN 24" X 36" IT IS A REDUCED PRINT AND SHOULD BE SCALED ACCORDINGLY. SEEDING MIXTURES A. LAWN SEEDING MIXTURE 15 % PERENNIAL RYEGRASS (BLEND OF 3 IMPROVED HYBRIDS) 25 % FINE LEAF OR CREEPING FESCUE (BLEND OF 3 IMPROVED HYBRIDS) 60 % KENTUCKY BLUEGRASS (BLEND OF 3 IMPROVED HYBRIDS) SEEDING RATE: 5 LBS/1,000 S.F. SEEDING DATES: AUGUST 15 - OCTOBER 1 AND APRIL 15 - JUNE 15, UNLESS OTHERWISE APPROVED BY OWNER. B. SLOPE SEEDING MIXTURE (3:1 SLOPES OR GREATER) - LATHCO FLAT PEA AVAILABLE FROM HART SEED COMPANY APPLICATION RATE: 0.75 LBS./1000 SF. SEEDING SEASON DATES: MARCH 1-MAY 15 AND SEPT. 1-OCTOBER 15 ANNUAL OR PERENNIAL RYE GRASS NEEDED FOR INITIAL ESTABLISHMENT BEGIN SOIL RING STAKE WOVEN POLYPROPYLENE STAKING MATERIAL I • , Ski �� ,'�i� PLAN NOTE: PRUNE ONLY BROKEN AND DAMAGED LIMBS CUT BURLAP AND WIRE BASKETS, REMOVE FROM TOP 1/3 OF ROOT BALL 3" BARK MULCH DO NOT COVER ROOT FLARE 2" X 2" X 7' MIN. HARDWOOD WOVEN POLYPROPYLENE STAKES (3 REQ.) SET PLUMB STAKING MATERIAL DRIVEN INTO SUBGRADE EXISTING GRADE RING OF SOIL ON DOWNHILL SIDE OF SLOPE - NEW SLOPE 3" 3" BARK MULCH PLANTING SOIL MIXTURE 1�1=11'E3` 11='lA II-1 II I IL - NOTES: 1. THIS DETAIL SHALL APPLY TO TREE PLANTING ON 3H:1V SLOPES OR STEEPER UNLESS OTHERWISE DIRECTED BY OWNER OR OWNER'S REPRESENTATIVE. DECIDUOUS TREES 2 Yz" CAL. OR GREATER, ALL EVERGREEN TREES 6 FT. OR GREATER, AND MULTI -STEMMED TREES 6 FT. OR GREATER IN HEIGHT SHALL BE STAKED AS SHOWN. 3. WOVEN POLYPROPYLENE STAKING MATERIAL SHALL BE DEEPROOT ARBORTIE (GREEN) OR APPROVED EQUIVALENT. INSTALL SPECIFIED MATERIAL IN ACCORDANCE WITH MANUFACTURER'S DIRECTIONS. TREE SLOPE PLANTING N.T.S. BLLD-004 • ��I`j�OI`�,OII��a��I�`I • TREE PLANTING N.T.S. BLLD-009 4" PERFORATED PVC UNDERDRAIN a S=1% MIN PIPE TO BE CONNECTED 1 NEAREST CATCHBASIN OR STOF DRA TYPICAL RAIN GARDEN (SI CROSS SECTION FOR DETAIL 4" PERFORATED PVC UNDERDRAIN (TYP) CLLr ....., PARKIG SPACE) TO STORM DRAIN SYSTEM 1 TYPICAL LOT LAYOUT SET TOP OF ROOT BALL AT OR SLIGHTLY ABOVE FIN. GRADE SCARIFY GLAZED SIDES OR HARDENED SURFACE IF PITS ARE DUG WITH AUGERING DEVICE COMPACT SOIL UNDER BALL AS NEEDED TO PREVENT SETTLING 6" MAXIMUM POND DEPTH 6" COMPOST/PEAT MULCH LAYER - SEE LANDSCAPING PLAN FOR PLANTING SCHEDULE • AND PLACEMENT SET TOP OF ROOT DAI I AT r)D CI I(2HTI ABOVE FIN. \GRADE L CUT BURLAP FROM TOP 1/3 OF ROOT BALL PLANTING MIX SCARIFY GLAZED SIDES OR HARDENED SURFACE IF PITS ARE DUG WITH AUGERING DEVICES 3X I 3X BALL TOP DIAMETER BALL TOP DIAMET BALLED CONTAINER AND BURLAPPED GROWN N OTE: * IN AREAS OF MASS PLANTING, CONTINUOUSLY EXCAVATE AND MULCH ENTIRE BED. SHRUB PLANTING ............-........................................................................................................................ N.T.S. BLLD-005 ` : ivfli*fr _SAN-DY -SOIL FILTER FABRIC GROUNDWATER STONE BEDDING 4' MIN 4" PERFORATED PVC UNDERDRAIN TO LEDGE SECTION A- A NOTES AND DESIGN REQUIREMENTS 1. THE TYPICAL RAIN GARDEN HAS 2.0' OF SANDY SOIL 6" OF COMPOST & PEAT MULCH PLANTING BED, AND A 6" HIGH BERM AROUND FOR SURFACE PONDING. DIMENSIONS MAY VARY. 2. THE CONTRACTOR SHALL DIG A TEST PITS) AT EACH RAIN GARDEN. THE BOTTOM OF THE SYSTEM SHALL BE 2' MINIMUM ABOVE SEASONAL HIGH GROUND WATER TABLE, AND 4' MINIMUM ABOVE SOLID BEDROCK (NOT WEATHERED BEDROCK). 3. ALL RAIN GARDENS SHALL BE EQUIPPED WITH A 4" UNDERDRAIN PVC-SDR 35 OR SCHEDULE 40. MATERIAL REQUIREMENTS: 1. MULCH - ACCEPTABLE MULCH SHALL BE SHREDDED HARDWOOD ONLY. MULCH MUST BE WELL AGED, UNIFORM IN COLOR AND FREE OF FOREIGN MATERIAL INCLUDING PLANT MATERIAL. 2. SANDY SOIL - FILL MATERIAL SHALL HAVE A MAXIMUM CLAY CONTENT OF <5%; SOIL MIXTURE SHALL BE 50-60% SAND; 20-30% LEAF COMPOST; AND 20-30% TOPSOIL. THE SOIL SHALL BE A UNIFORM MIX, FREE OF STONES, STUMPS, ROOTS OR OTHER SIMILAR OBJECTS LARGER THAN TWO INCHES. MINIMUM VOID RATIO IS 0.20 FOR SANDY SOIL. 3. GRAVEL FILTER - UNDERDRAIN GRAVEL BLANKET SHALL BE WASHED STONE 1/2" TO 1" IN SIZE. 4. FILTER FABRIC - GEOTEXTILE FABRIC SHALL MEET ASTM D-751 (PUNCTURE STRENGTH-125LB); ASTM D-1117 (MULLEN BURST STRENGTH-400LB); ASTM D-1682 (TENSILE STRENGTH-300 LB). TYPICAL RAIN GARDEN DETAIL NTS MULCH TOPSOIL SUBSOIL SCARIFY SIDES OF ROOT BALL COMPACT SOIL UNDER BALL AS NEEDED TO PREVENT SETTLING KEEP BARE ROOT PLANTS MOIST AND SHADED DURING INSTALLATION LOOSEN CIRCLING ROOTS OF CONTAINER GROWN PLANTS 2" SHREDDED BARK MULCH FINISHED GRADE TnpcnI1 12" MINIMUM PLANTING SOIL MIX SUBGRADE NOTES: 1. ROTOTILL FERTILIZER, LIME, AND OTHER AMENDMENTS INTO SOIL PRIOR TO PLANTING AND IN ACCORDANCE WITH SOIL ANALYSIS RECOMMENDATIONS. 2. THOROUGHLY WATER ALL PLANTING BEDS IMMEDIATELY AFTER PLANTING. 3. ADJUST BULB PLANTING DEPTH AS RECOMMENDED BY BULB SUPPLIER. 4:1 MINIMUM(TYP.) CUT BURLAP FROM-, TOP 1/3 OF ROOT BALL MULCH FINISHED GRADE TOPSOIL PLANTING MIX -I11 SUBSOIL SCARIFY ANY GLAZED SIDES OR - HARDENED SURFACES IF PITS ARE DUG WITH AUGERING DEVICE SET TOP OF ROOT BALL AT OR SLIGHTLY ABOVE FIN. GRADE COMPACT SOIL UNDER BALL AS NEEDED TO PREVENT SETTLING C\/CDl'.%DCCAI TDCC DI A AITIAI(Z Lm V `1 11 LA 1 1"I tl 1 1 IL-" 1 116-1-11 V I I l r vl WITHOUT GUY WIRES N.T.S. BLLD-010 SPACING AS SPECIFIED SEE PLANT SCHEDULE ANNUAL/PERENNIAL AND GROUNDCOVER BEDS ....................................................................................................................................................................................................... N.T.S. B LLD - 002 A CONCRETE WALK �I 3/8" TYP. - - 1 7/8-11-1 ' TYP,-1 I- -- r 1 " 1/2" - 3/81, -II-� 1.1 TREE GUARD LUGS (2) PER 180' SECTION 1/2" DIA.x 18" LONG DOWEL, WRAP ONE END 24" O.C., 12" FROM SIDES. 1/2" DIA.x 12" LONG DOWEL, WRAP ONE END 24" O.C., 12" FROM SIDES. PLAN n N 1 N 0o\ TREE GRATE 1.............................................. .... N.T.S TREE GRATE FRAME EDGE OF CONCRETE BASE TREE GRATE HALVES BOLTED TOGETHER w/ (2) 1/2" X 3" STNLS. STL. HEX. BOLT AND HEX. NUT w/ WASHERS NOTE: 1. ALL DIMENSIONS ARE SHOWN IN ENGLISH. COMPONENT NO'S: TREE GRATE MODEL NO. 8716-0002 BY NEENAH OR APPROVAL EQUAL MATERIAL: CAST GRAY IRON ASTM A-48, CLASS 35B FINISH: BLACK FINISH TO BE APPLIED AS SPECIFIED AND/OR AS REQUIRED/ RECOMMENDED BY THE MANUFACTURER WEIGHT: 778#/SET 2. CENTER TREE IN TREE GRATE 3. MAINTAIN 2" CLEAR BETWEEN DOWEL AND OUTSIDE EDGE OF CONCRETE. RELEASED FOR CONSTRUCTION o to 0 0 v LO O U 0 m L Companies ARCHITECTURE ENGINEERING PLANNING LANDSCAPE ARCHITECTURE LAND SURVEYING ENVIRONMENTAL SCIENCES 150 Trumbull Street, 6th floor Hartford, CT 06103 (860) 249-2200 (860) 249-2400 Fax �W L/ J T� ^1 I..L. � U Q Z � W o � Cn W/ z o 1.� Z se W m � > Loo W ce I- Q VJ a VJ W I- rn z z J o a- U)(A o zm U)\ w w f- 0z 3:N Nrn�00 O z I- I- I- ~ 0 0zzz z z WzF)www00 w<EnM:2MF=F 0�000� O O? m 0 0 0 a)> <�000 O O Oda- I-HI-U U rn 00000000 O_ NN-0)0 LA > O In In CD C0 CD r- oo O w 000000000 Of 0 - N n LO co rr Co Designed J.A.C. Drawn J.A.C. Checked Approved Scale NTS Project No. 05C1506 Date 04/17/06 CAD File LLC05C150602 Title LANDSCAPE NOTES & DETAILS Sheet No. LL-3 THESE DRAWINGS SHALL NOT BE UTILIZED BY ANY PERSON, FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF BL COMPANIES -U U Cl) CCU D i c X 7 � (U W 1 jJ 7 O U a 9J LANDSCAPE PLANT SCHEDULE TREES KEY QUANTITY BOTANICAL NAME COMMON NAME ROOT SIZE COMMENTS AL 8 Amelanchier laevis 'Spring ' P g FlurrY SPRING FLURRY SERVICEBERRY B&B _ 2 Y2 3' MIN. 7' BRANCH HABIT BN 13 Betula nigro 'Cully' HERITAGE RIVER BIRCH B&B 2 Y2" — 3" MULTI STEMMED CC 5 1 ClndrnGtiG kentunkPn YFI I nWWnnn RkR 9 Y" - 3" MIN 7' RRANCH HABIT CK 5 Crataegus crus—galli Crusader' CRUSADER HAWTHORN B&B 2 Y2" — 3" MIN. 7' BRANCH HABIT GT 19 Gleditsia triocanthos var. inermis SUNBURST HONEY LOCUST B&B 3 Y2" — 4" MIN. 7' BRANCH HABIT PA 16 Platanus x acerifolia 'Bloodgood' BLOODGOOD LONDON PLANE TREE B&B 3 Y2" — 4" MIN. 7' BRANCH HABIT ZS 21 Zelkova serrata 'Green Vase' GREEN VASE ZELKOVA B&B 3 Y2" — 4" MIN. 7' BRANCH HABIT AB 35 Abies concolor WHITE FIR B&B 7'— 8' FULL UNIFORM AF 10 Abies fraseri FRASER FIR B&B 7'— 8' FULL UNIFORM PC 11 Picea pungens COLORADO SPRUCE B&B 7'— 8' FULL UNIFORM PN 21 Pinus ni ra 9 S AU TRIAN PINE B&B — 7 8 FULL UNIFORM PP 20 Pseudotsu a menziesii g D OUGLAS FIR B&B _ 7' 8' FULL UNIFORM TO 73 Thu in nrridantnlic 'Ninrn' ...—J——.................. ...7... DARK C:RFFN ARRnR\/ITAF .... ... ....��. RkR .... R'— 7' .... ........ Fill I I INIFr)PKA _._.. _________ ________ _____ _ - I �I M� 8 HSE / VD-0160; ' I, ENTRANCE PLANTING FE11 PERENNIALS AND ORNAMENTAL GRASSES KEY QUANTITY BOTANICAL NAME COMMON NAME ROOT SIZE COMMENTS ................ ANA ......... 30 ...........,.................................................. Aster novae—angliae 'Purple Dome' ....... ........................................................ PURPLE DOME ASTER .............. # 1 CONT. ...................................... 12"-15" .. RAIN GARDEN PLANTS CST 10 Carex conica 'Snowline' SNOWLINE SEDGE # 1 CONT. 12"-15" RAIN GARDEN PLANTS DP 110 Dennstaedtia punctilobula HAY SCENTED FERN # 1 CONT. 12"-15" 18" O.C., STAGGERED SPACING EMA 15 Eupatorium maculatum JOE PYE WEED # 1 CONT. 12"-15" RAIN GARDEN PLANTS HEM 70 Hemerocallis 'Happy Returns' HAPPY RETURNS DAYLILY # 1 CONT. 12"-15" 18" O.C., STAGGERED SPACING HSE 71 my Heerocallis 'Catherine Woodbur CATHERINE WOODBURY DAYLILY # 1 CONT. 12"-15" 18" O.C., STAGGERED SPACING LM 80 Liriope muscari 'Big Blue' BIG BLUE LILYTURF # 1 CONT. 12"-15" 18" O.C., STAGGERED SPACING LSI 20 Lobelia siphilitica BIG BLUE LOBELIA # 1 CONT. 12"-15" 18" O.C., STAGGERED SPACING PEN 28 Pennisetum alopecuroides 'Hameln' DWARF FOUNTAIN GRASS # 1 CONT. 12"-15" 24" O.C., STAGGERED, SPACING PV 39 Panicum virgatum 'Heavy Metal' HEAVY METAL SWITCHGRASS # 2 CONT. 18"-21 " 36" O.C., STAGGERED SPACING RF 80 9� Rudbeckia ful ida 'Goldsturm' GOLDSTURM BLACKEYED SUSAN # 1 CONT. 12"-15" 18" O.C., STAGGERED SPACING HATCH LEGEND } •s'2 't SHRUBS KEY QUANTITY BOTANICAL NAME COMMON NAME ROOT SIZE COMMENTS T S .................. CA .. 10 ..... ...................................................... .. Clethro alnifolia 'Hummingbird' ..................... .......... ........__............. .... SWEET PEPPERBUSH #3 ...................... CONT. 18"-24" 4' ON CENTER SPACING CS 54 Cornus albs 'elegantissima' VARIEGATED RED —TWIG DOGWOOD #3 CONT. 18"-24" 4' ON CENTER SPACING FG 30 Fothergilla gardenii DWARF FOTHERGILLA #3 CONT. 18"-24" 4' ON CENTER SPACING IC 105 Ilex crenata 'Helleri' HELLERI HOLLY #3 CONT. 18"-24" 3' ON CENTER SPACING ICC 9 Ilex crenata 'Convexa' CONVEX JAPANESE HOLLY #5 CONT. 30"-36" 4' ON CENTER SPACING Ic ,v in is ncn yiuuiu .uiiu��n vun Ilex gicbra 'Shamrock' INKBERRY unl I Y iia��.�i...i .iv�� uF IT... rnNIT ......�. �. 3n"-3R" .... ..., 4' nN ..... (FNTFR .._..._.. SPACING —. .._..._ RP 25 Rhododendron x 'Soule de Nei e' g BOULE DE NEIGE RHODODENDRON #5 CONT. 30"-36" 5' ON CENTER SPACING RS 5 Rhododendron x 'Scintillation' SCINTILLATION RHODODENDRON #5 CONT. 30"-36" 5' ON CENTER SPACING VP 20 Viburnum plicatum ,tomentosum Summer Snowflake DOUBLEFILE VIBURNUM B&B 30"-36" 5' ON CENTER SPACING VT 10 r ,trilobum 'Bailey �OMPOca ompa CRANBERRY BUSH VIBURNUM B&B 30"-36" 5' ON CENTER SPACING IV 8 Itea vir inica Henr s Garnet 9 Y VIRGINIA SWEETS PIRE # 5 CONT. „ „ — 30 36 5 ON CENTER SPACING COURTYARD PLANTING ..............................................................................................................................................-........................... ............. GRAPHIC SCALE 20 10 0 20 SCALE IN FEET RELEASED FOR CONSTRUCTION aim Companies ARCHITECTURE ENGINEERING PLANNING LANDSCAPE ARCHITECTURE LAND SURVEYING ENVIRONMENTAL SCIENCES 150 Trumbull Street, 6th floor Hartford CT 06103 860 249-2200 (860) 249-2400 Fax G.T.C4aY/la/19YA,Pi/.;bl�.N93fCJi /H 3'1'dSS UJ 17 J Q � U z 0 0 W elf 0 W z0 �z o_ W m� L00 W cy) C/) Q C!) 0 _ / W Mr — s Q J L O_ 0- U Q LO (n N 0 0 Z w m \ O F to o Z Ld LLLj j Z U C) cli0 NN N (n In 0 00 O Z ♦- F- ♦- ~ O O Z Z Z Z Z �.ZV)LJLOW O 0 LL] 1— H N 0_ U U 0:2000 O = d 0 Z M 0 0 0 a, M W Z = I— _ O C) (n � Z N aN)wa�Z 000 0 0 O�0--I-HR U 0 0 co O tD CD to cD (0 c0 c0 cD LO V) O OOOO O O L0 O_ N(14—a)0� > o In In cD co co r- oo w 0000000 0 0 to Z � N P7 � LO to � to L0 ...................... 0 x Designed J.A.C. 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(f) .a .a ..c F- �-- :� :It > L) L) a. 02000 ::) ::) 0 K - 0 C-) 0 X X LLJ Z __J �- F-- jLnzv)�Z� V) U) U) ,- < L) 3� Z z a) Ld _J 0 R R 0 0 0 F- '010,01010 Cn 0 8 8 ,cs 100,00 `� �Z,,,,-,, ,,,, z I 0 Cq ", E) 00) Cc,) ::: 3 �2 , 4-�_ -�q -, Ui a) , � -,-,-, ,-, > 0 n L0 (D (o (0 r- 00 0) LU 0000000 0 0 ty 6 - IN n,q- LO (0 r', M z esigne . . . Drawn J. A. C. Approved Scale 1 " = 40' Project No. 05C1506 Date 04/17/06 CAD File LLC05C150601 Title PLAN __ ..... I Sheet No. LL-1 HESE DRAWINGS SHALL NOT BE UTILIZED BY ANY PEWSON, FIRM ON HURAHON W1IHUUI 1HL !6FLUNIL; WK1IItN HtLKW:�IUN U� UL UUMHANILtS D] -a 0 U7 U In U LD A i 0 0 u) U in Ln 0 0 N 4 0 L� N u 0 C_ 0 .Y iU J � JO d d ("J M x V V cu o� N U -P �:5 0 a. >, ad f! 1 180 170 160 150 140 130 120 110 DATUM ELEV 100.00 10+00 F fJ Ln .._ Building C 10+00 / 1 00 12, 00 _ 75 Tamarack Ave. F F 000 5 _ ----- ..„. < 1A ............... •.,. ..,,......,,......,,,. ... ., \. `w�J' \ h i f a � • .. �4 / `'� � , ei R.T.U. R.T.U. R.T.U. 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In N) Z6 O o 0 0 U 0 O N X N O to U In O U X 0 O 0 U U) 0 U X N O c0 O U 0 0 N X O O 0 to U u) O U 0 m .G I ompones ARCHITECTURE ENGINEERING PLANNING LAN7SCAPE ARCHITECTURE LAND SURVEYING ENVIRONMENTAL SCIENCES 15( Trumbull Street, 6th floor Hartford, CT 06103 (860) 249-2200 (860) 249-2400 Fax a"C�CtfL'n��``'�ss® *� 9 ' �No. 241 I,V . � e W U Mr J I Z 0 W Q W Z 0 L.L � Z � U W '(Aw' W CIO® C� U) li 0 (////M U W i . pus....... ttrmasocameo t) Z Q z J O V) (A O Z M LiJ m H �C z 00 w U z b N V) -- 0 �oOzzz LafZ (n W W O Li a(J7��H 0- :OE� U U � O O � p Z m U U of W Z O cn>Q(,0i30iZO Q W� d O OF— O 1;0 C0 (p CD 10 1 0 V)0 0 0 0 0 0 z O V O 0 M Uj � 11.5, 0 > b !) In cD cD (0 a) woDOOOOO Designed J.A.C. Drown J.A.C. Checked Approved Scale AS NOTED Project No. 05C1506 Date 04/17/06 CAD File CS05C150601 Title CROSS SECTIONS Shee . No. cs-1 iESE DRAWINGS SHALL NOT BE UTILIZED BY ANY PERSON, FIRM OR CORPORATION 4'ITHOUT THE SPECIFIC WRITTEN PERMISSION OF 6L COMPANIES rn 3 v 0 u i U In 0 z A i l7 3 A i C3 0 In u Ln i In a .s 0 N U 3 O a Y L ti N F ,)z £0 d x -� X vV cU V I N A 7 a. °, Vl J NOTE: VORTECHS SYSTEMS INSTALLED IN A BYPASS CONFIGURATION REQUIRE AN UPSTREAM DIVERSION STRUCTURE THAT SHALL BE DETAILED BY THE CONSULTING ENGINEER WITH 11'-0" ELEVATION AND WEIR WIDTH ' DATA PROVIDED BY CONTECH STORMWATER SOLUTIONS. OUTLET VARIES, SEALANT f SEE NOTE 9 INLET VARIES, SEE NOTES 8 & 9. i 90° EXTRUDED BUNA N SEAL i 6" CONCRETE TYP INLET PIPE MUST BE A CORNER INLET TO INTRODUCE FLOW TANGENTIALLY •• TO THE SWIRL CHAMBER. ;. V-10" V-6" 2'-0" •'' WEIR 1 A; � 5'-0„ A / - - •.ORIFICE • e ALUMINUM SWIRL CHAMBER `' d • • ' .a• d ' . 40 e . SEALANT BAFFLE WALL FLOW CONTROL WALL % 14_1Ilk aILVJI i CONCRETE REINFORCED FOR HS20 LOADING A .. . I • d.I•-� TOP AND SIDES SEALED TO VAULT B BUTYL RUBBER SEALANT WEIR .• ___________ AND ' IL ORIFICE 7'-0" ;.: i �~ } PLATES TYP INLET INVERT I` L----- I I e. I I 3'-0" 3'-0" TYP TYP :d I I I I "d----------- SECTION A - A NOTES: 1. STORMWATER TREATMENT SYSTEM (SWTS) SHALL HAVE: PEAK TREATMENT CAPACITY: 4.5 CFS SEDIMENT STORAGE: 1.8 CU YD SEDIMENT CHAMBER DIA: 5' MIN 2. SWTS SHALL BE CONTAINED IN ONE RECTANGULAR STRUCTURE 3, SWTS REMOVAL EFFICIENCY SHALL BE DOCUMENTED BASED ON PARTICLE SIZE 4. SWTS SHALL RETAIN FLOATABLES AND TRAPPED SEDIMENT UP TO AND INCLUDING PEAK TREATMENT CAPACITY 5. SWTS INVERTS IN AND OUT ARE TYPICALLY AT THE SAME ELEVATION 6. SWTS SHALL NOT BE COMPROMISED BY EFFECTS OF DOWNSTREAM TAILWATER RIM ELEVATIONS TO MATCH FINISHED GRADE 'ems -RISERS BY OTHERS B WEIR .O�IFICE i +'• OUTLET INVERT PROVIDE ANTI -FLOAT 3'-0" COLLAR IF NEEDED DUE TO TYP 6' HIGH GROUNDWATER • d ' a� poaoa o0p00 �op0000 �o MINIMUM 6" COMPACTED GRAVEL 7. SWTS SHALL HAVE NO INTERNAL COMPONENTS THAT OBSTRUCT MAINTENANCE ACCESS 8. INLET PIPE MUST BE PERPENDICULAR TO THE STRUCTURE 9. PIPE ORIENTATION MAY VARY; SEE SITE PLAN FOR SIZE AND LOCATION 10. PURCHASER SHALL NOT BE RESPONSIBLE FOR ASSEMBLY OF UNIT 11. MANHOLE FRAMES AND PERFORATED COVERS SUPPLIED WITH SYSTEM, NOT INSTALLED 12. PURCHASER TO PREPARE EXCAVATION AND PROVIDE CRANE FOR OFF-LOADING AND SETTING AT TIME OF DELIVERY 13. VORTECHS SYSTEMS BY CONTECH STORMWATER SOLUTIONS; PORTLAND, OR (800)548-4667; SCARBOROUGH, ME (877) 907-8676; ELKRIDGE, MD (866) 740-3318. VORTECHS TREATMENT UNIT MODEL 3000 N.T.S. INSPECTION COVER (TYP.) - INV=114.59 INV=114.59 a- a- U INV=114.56 24" TO EXISTING STORM DRAIN SYSTEM 24" CPP VORTECHS TREATMENT UNIT MODEL 3000 (SEE ABOVE DETAIL) a- INV=114.62 a_ U in INV=114.72 24" \ FROM SITE INV=114.62 INV=114.32 INV=114.55 MH-4 MH-5 8" WIDE CONCRETE WEIR. DOWEL INTO MH BASE WITH #6 BARS @ 6" OC IN TWO ROWS, MIN. LENGTH 3' PLAN WEIR ORIFICE & ELEVATION DATA T.B.D. VORTECHS TREATMENT UNIT SCHEMATIC N.T.S. ADHERE CAP UNIT - TO TOP UNIT W/VERSA-LOK CONCRETE ADHESIVE IMPERVIOUS FILL, MIN. 12" THICK VERSA-LOK - SEGMENTAL CONCRETE FACING UNITS OR EQUAL PAVEMENT ICOMPACTED BACKFILL MATERIAL PER SPECIFICATION, GRADATION & COMPACTION REQUIREMENTS (SEE GENERAL NOTES) / GEOSYNTHETIC REINFORCEMENT. SEE WALL PROFILES FOR TYPE AND e I LENGTH (TYP.) J° - LIMIT OF BACKFILL APPROX. EXCAVATION LIMIT DRAINAGE FILL 12" THICK MIN. PERF. 4" PVC SDR 35 OR SCH. 40 OUTLET AS INDICATED ON WALL ELEVATION NGS MN. TO DRAIN (1D/8 -PER FT!) W/ SLOPE FILTER FABRIC. ENCASE WITH CONCRETE THROUGH WALL UNITS. \//�, j�\//� j/�� j/� j/� j�\. �� j/�� j/�� LEVELING PAD, 6" MIN.\\��\��\��\��\��i\�r\ r\� 3/4 FOUNDATION STONE PROOF ROLL SUBGRADE OR CONCRETE TYPICAL VERSA-1-OK WALL SECTION NOT TO SCALE 24" HEAVY DUTY CAST -\ IRON FRAME & COVER (NEENAH R-6462-FH) 6" INLET & OUTLET PIPE - AND FITTINGS STANDARD RISERS AS REQD.� z 24" 24 � r INVERT_ INLET PRECAST CONCRETE INLET BAFFLE Ln Ln PRECAST CONCRETE OUTLET BAFFLE 0 M 90" LONG X 45" WIDE SECTION NOTES: 1. INSTALL GREASE TRAP OVER' 6" MINIMUM LEVEL SAND BED. 2. PRECAST GREASE TRAP SHALL BE DESIGNED TO WITHSTAND HS-20 VEHICULAR LOADING. 3. GREASE TRAP SHALL COMPLY WITH 248 CMR. 4. REFERENCE ARCHITECTURAL & PLUMBING PLANS FOR ADDITIONAL REQUIREMENTS. 5. GREASE TRAP TO BE H-20 LOAD QUALIFIED. 6. RUN VENT PIPE BACK TO BUILDING. SEE ARCHITECTURAL & PLUMBING PLANS. 1000 GALLON....G.REAS.E. TRAP N.T.S WEARING SURFACE BINDER COURSE 12" o I D o t* o D op 12" MIN. 6"MIN. 6"MIN. 0.-o° °D 3" PAVEMENT BASE COURSE 3/4" MINUS SIZE CRUSHED STONE MIRAFI 140N FILTER FABRIC OR EQUIVALENT 4" PERFORATED OR SLOTTED HDPE PIPE HOLES DOWN FOR PIPE COLLECTING ONLY GROUNDWATER. HOLES TO SIDE FOR ALL OTHER PIPES. PROVIDE POSITIVE SLOPE AND CONNECT TO ON -SITE STORM DRAIN SYSTEM. PAVEMENT UNDER DRAIN TRENCH SECTION N.T.S. GENERAL NOTES 1. STRIP ALL VEGETATION AND ORGANIC SOIL FROM THE WALL AND GRID ALIGNMENT. 2. BENCH CUT ALL EXCAVATED SLOPES. 3. DO NOT OVER EXCAVATE UNLESS DIRECTED BY SITE GEOTECHNICAL ENGINEER TO REMOVE UNSUITABLE SOIL. 4. SITE GEOTECHNICAL ENGINEER SHALL VERIFY FOUNDATION SOILS AS BEING COMPETENT PER THE DESIGN STANDARDS AND PARAMETERS. 5. LEVELING PAD SHALL CONSIST OF UNREINFORCED CONCRETE, MINIMUM 150mmTHICK, 0.1 MPa CONCRETE. 6. MINIMUM EMBEDMENT OF WALL BELOW FINISH GRADE SHALL BE 600mm. DIFFERENTLY. 7. FOLLOW APPLICABLE PROVISIONS OF THE MANUFACTURERS INSTALLATION INSTRUCTIONS AND WRITTEN SPECIFICATIONS. 8. WHERE DRAIN PIPE IS USED, PROVIDE OUTLETS AS SHOWN ON WALL ELEVATIONS. 9. COMPACTION TESTS SHALL BE TAKEN AS THE WALL IS INSTALLED.THE MAXIMUM LIFT THICKNESS AFTER COMPACTION SHALL NOT EXCEED 250mm, REGARDLESS OF THE VERTICAL SPACING BETWEEN LAYERS OF SOIL REINFORCEMENT. THE MINIMUM NUMBER OF TESTS SHALL BE DETERMINED BY THE SITE GEOTECHNICAL ENGINEER, OR AS INDICATED IN THE SPECIFICATION. 10. COMPACTION SHALL BE 95% OF MAXIMUM DRY DENSITY PER AASHTO T-99, METHOD C OR D. 11. SEE ELEVATION FOR GEOGRO TYPE, LENGTH AND LOCATION REQUIRED. 12. GEOGRID SHALL BE THE TYPE AND LENGTH AS SHOWN. PULL GEOGRID TIGHT PRIOR TO BACK FILLING. LENGTH OF GEOGRID SHALL BE MEASURED FROM FRONT OF SEGMENTAL CONCRETE UNITS. 13. PROVIDE LATERAL DRAINAGE SWALES TO DIRECT FLOWS AROUND THE ENDS OF THE WALL. 14. ESTABLISH TURF AS SOON AS THE WALL IS COMPLETED. 15. FINAL WALL ALIGNMENT SHALL BE LOCATED IN THE FIELD. 16. IF CONDITIONS ARE DIFFERENT THAN THOSE STATED IN THESE DRAWINGS AND SPECIFICATIONS, THE CONTRACTOR MUST CONTACT THE ENGINEER PRIOR TO PROCEEDING WITH THE CONSTRUCTION OF THE WALL. 17. CONTRACTOR SHALL PROVIDE DETAILED WALL DESIGNS, INCLUDING CALCULATIONS, PLANS, ELEVATIONS, & DETAILS, PREPARED AND STAMPED BY A QUALIFIED PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF CONNECTICUT PRIOR TO CONSTRUCTION. OPTIONAL SPLIT El' CAPPING DETAIL SCALE: NONE GENERAL NOTES FOR CAPPING: 1. CAPS SHALL BE PLACED AS REQUIRED BY CONTRACT. 2. CAPS SHALL BE ADHERED TO WALL USING VERSA-LOK CONCRETE ADHESIVE. 3. WHEN CUTTING CAP UNIT FOR WALL END, DO NOT USE A CAP SECTION LESS THAN 6" WIDE. 4. CAPS MAY BE PLACED FLUSH OR WITH A 1/2" TO 3/4" OVERHANG ON TOP OF WALL. 5. WALL CAPPING WILL REQUIRE THE USE OF TYPE A AND TYPE B UNITS. RELAcED FOR CONSTRUCTION 0 0 u•� 0 LO O 0 0 E4 11 DI& Companies ARCHITECTURE ENGINEERING PLANNING LANDSCAPE: ARCHITECTURE LAND SURVEYING ENVIRONMENTAL SCIENCES 150 Trumbull Street, 6th floor Hartford, CT 06103 (860) 249-2200 (860) ?_49-2400 Fax 0. ? � �• � j r.0 's No. 24620 �; 'o.x�%��;ENS,rG,�° \sae`® NA I- 000"'ft%, W U) T� ^i LL J C U z o0 LV O �W z 0 L.` Q z Ur V :-�: 0� U = W CO Loo W or) cf) vJ 0- 0 �r� VJ W Z F- z Q z J O 0 V)!D o zm � w0 � �V) z 0 U I -'-I U z :2M �0 0 ONZ�IN--H(n0 ~�0zzZ I-z x z M W W W z 0 U�000 00 OZMUUU UOOf ( i> Q U 3. O z 0EWto(0 (DW rn 00000000 O_ N N�O)O; 3I2 rn\\\.\\\\\ 5;v to Lo c0 (o co r co rn w 000000000 Of Z.- N M It LO (o 1`1 00 ............................................................................... Designed J.A.C. Drawn J.A.C. Checked Approved Scale N.T.S. Project No. 05C1506 Date 04/17/06 CAD File DN05C150604 Title DETAILS Sheet No. DN-4 'HESE DRAWINGS SHALL NOT BE UTILIZED BY ANY PERSON, FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF BL COMPANIES 0 3 ai 0 C3 0 u� U Lin z A 11 L3 3 A i C) 0 uQ U In i Ln 0 a s 0 N u 3 a d y LN yr _)z E0 CJ Cl � X -+ N I oZ N A 0 O 0. >, N d t/1 J BOTTOM OF CONDUIT TRENCH 7" SAND BED FROM MAIN TO METER PIT (GAS LINE ONLY) 1'-0" MIN IN ROCK. IN EARTH I IN PAVEMENT SEE DETAIL FOR PAVEMENT SECTION TRENCH WIDTH: 1'-6" (GAS) 1'—O" ELECT., TELE. AND CATV. 3'-0" WHEN ELEC., CATV, & TEL. ARE GROUPED IN TRENCH METAL STRIPS BURIED 12" ABOVE P.E. PIPE EVERY 5' & AT BENDS (GAS LINES ONLY) MARKING TAPE BURIED OVER ELECTRIC AND TELEPHONE CONDUITS 12" SAND COVER OVER PIPE SPECIAL FOUNDATION, IF ORDERED BY ENGINEER 3/4" CRUSHED STONE TO BE INSTALLED TO DEPTH DETERMINED BY GEOTECHNICAL ENGINEER IN PEAT AND UNSUITABLE SOIL AREAS ELECTRICAL, TELEPHONE AND GAS TRENCH DETAIL N.T.S. BLUD-001 INSERT METAL ROD BELOW GRADE TO AID IN LOCATING CLEANOUT 6" 6" DIA. END CAP 6" PVC 6"-45' ELBOW 45' "Y" END CAP PIPE SIZE PER PLAN 18"x 18" x 5" CONCRETE PAD CLEANOUT DETAIL IN LANDSCAPED AREA N.T.S BLSS-007 18"x18" PAD 28 DAY 3000 PSI CONCRETE GRADE 5-10" 1'-0" 4'-4" 1" CHAMFER 1'-2" CLEAR OPENING 6" PLAN VIEW 4—#5X6'-8" 3 SP.=1'-3" 4—#5X6'-8" 5—#5 X 4'7" 3" 3- 3 SP.=1'-3" 3 6 EQ.SP.=5'—O" V-2" 2—#5 X 7'-8'=—+a- 3'—O" MIN. (U.N.O.) HYDRANT PORTS FINISHED GRADE HYDRANT TO CONFORM TO WATER AUTHORITY AND TOWN FIRE STANDARDS BURY LINE 6" STD. GATE BOX �\ \�\ UNDISTURBED MATERIAL O O WELL COMPACTED GRAVEL BACKFILL O oo 6" GATE VALVE o�Do. ° EXTEND THRUST BLOCK SO M.J. PIPE (TYP.) oo O ° THAT BEARING WILL BE O o AGAINST UNDISTURBED EARTH p0 O ° (28 DAY 3000 PSI CONCRETE) ° Oo 00 ° n . ° III IJ \ COMPACTED GRAVEL FILL O /1'. 6" HYDRANT RUN —OUT 0\NWATER MAIN JOINTS TO BE HELD O 000 00 TO A MINIMUM %'//� EPENDING ON JCATION AVEL OR CRUSHED STONE 12"X8"X6" CONC. BLOCK (MIN. 6" THICK) 3'-0" SQ. HYDRANT DETAIL WITH GATE BOX PLAN OF REINFORCING 1" CHAMFER FINISHED GRADE 6" 1.25" CLEAR FOUNDATION STONE MECHANICALY COMPACTED TO 95% MIN PROCTOR DENSITY SECTION CONFIRM SIZE WITH CL&P COMPANY PRIOR TO CONSTRUCTION TRANSFORMER PAD N.T.S. CASTIRON COVER READS "SANITARY" CLEAN —OUT PLUG CAST IRON CLEAN —OUT BOX 0•;:. ; �j//\/fix\/ CLEAN —OUT BOX IS INDEPENDENT J OF PIPE AND THEREFORE IS / FREE TO MOVE WITH THE SETTLE MENT OF THE GUIDE / 6" PVC UNDERGROUND BUILDING PIPING CLEANOUT DETAIL IN PAVED AREAS N.T.S BLSS-008 EDGE OF TRENCH SUPPORT SYSTEM AS REQUIRED TRENCH WIDTH 0. D. + 2'-0" MIN. SUITABLE BACK FILL TYPE GW, GP, SW, SP PER UNIFIED SOIL CLASSIFICATION SYSTEM OR AS APPROVED BY SITE ENGINEER COMPACTED TO 95% MAX. DRY DENSITY FILTER FABRIC IN LIFTS (8" TYPICAL) PER ASTM D1557 (MODIFIED PROCTOR TEST) 4 0 04 ® 4004 6' O � 4 0 3/4" CRUSHED STONE 040 04 0 4 0 INSTALL CLAY DAM WATER STOP 6" MIN. V O V 2' (MIN.) THICKNESS AT 50' C—C p O 1'-0" MIN. L O 6" 8 O IN ROCK V 0 Op O O.D. 1'-0" BOTTOM OF TRENCH SPECIAL FOUNDATION IF ORDERED BY ENGINEER — 3/4" CRUSHED STONE TO BE INSTALLED TO DEPTH DETERMINED BY GEOTECHNICAL ENGINEER IN PEAT AND UNSUITABLE SOIL AREAS TYPICAL SANITARY SEWER TRENCH SECTION N.T.S BLSS-010 PAVEMENT X'—X" MIN. DEPTH — OF COVER N.T.S. BLWD-003 28 DAY, 3000 PSI CONCRETE L= 2'-6" f— — //�//N// • G p i A � L o n7 MAIN 3 3 f 1 ENDS IN CONCRETE WALLS TO BE COATED WITH EITHER BITUMASTIC OR ZINC CHROMATE PAINT NOTE STEPS TO BE FORGED ALUMINUM STANDARD MANHOLE STEP ........................................................................................................................................................................................................ N.T.S. BLSS-005 FRAME & COVER SYMM. FINISHED GRADE w Z O 0 -0F LOAM w w W=4/3 D + 18" 6" < �— NOTE: PIPING TO BE HYDROSTATIC TESTED FOR 2 HOURS ®100 P.S.I. OVER NORMAL 1) f w Ln OPERATING PRESSURE AFTER INSTALLATION Dj COMPACTED BACKFILL (95% COMPACTION PER ASTM D1557) OUTLET SEWER COMPACTED SAND 00 d 4" MIN.BACKFILL3" IN EARTHJ %/ — 8MIN. IN ROCK 6" MINl NOTE: FIRE LINE PIPING AND SERVICE PIPING > 3" I.D. TO BE CLASS 53 DUCTILE IRON WITH RESTRAINED JOINTS 40 FT. EACH SIDE OF ALL FITTINGS, ELBOWS AND APPURTENANCES, DOMESTIC PIPING < 3" I.D. TO BE TYPE K COPPER PER ASTM B 88. TYPICAL WATER MAIN AND SERVICE TRENCH DETAIL N.T.S. BLWD-005 G —L DIA3" MIN. 12" (TYP) 7" (TYP) 4'-0" DIA. DIAGONAL REINFORCING #4 BARS TOP AND BOTTOM 4x4—W4.OxW4.0 WELDED WIRE FABRIC TWO LAYERS PLAN 24" I 20" I SECTION C-C FLAT SLAB TOP d r STANDARD MANHOLE FRAME AND COVER ADJUST TO GRADE WITH \ COURSES OF BRICK FLAT SLAB TOP w w w w SEE DETAIL THIS SHEET BRICK OR CONC. BLOCK UNITS BRICK WALLS TO BE PLASTERED WITH MORTAR AS PER SPECIFICATIONS SLOPE AS 'o: ' • 4 • •o. SPECIFIED C .4 . Q G 4 G ON PLANS c c o 28 DAY 3000 PSI CONCRETE a VERTICAL SECTION STANDARD SHALLOW SANITARY MANHOLE N.T.S HEIGHT OF BLOCK1' — 6"f 1= 2,-6" N — DEAD END FOR FUTURE EXTENSION CAP ENDIN MAIN MAINHEIGHT = 2'-0" \/\BRANCHTHIS BRANCH TOHYDRANT FOR BLOWOFF THRUST BLOCKS FOR WATER LINES N.T.S. BLWD-001 N4� ADJUST TO GRADE WITH MAX. OF FOUR COURSES OF BRICK OR CONC. GRADE RINGS (12" MAX.) 7" WIDTHS PRECAST REINFORCED CONCRETE MANHOLE ECCENTRIC CONE WELDED WIRE FABRIC (TYP.) LIFTING HOLES (TYP.) (FILL WITH MORTAR) PRECAST REINFORCED CONCRETE TONGUE AND GROOVE RISERS AS REQUIRED PERFORMED PLASTIC GASKET OR FLEXIBLE WATERTIGHT RUBBER GASKET ALUMINUM STEP 5" WALL BITUMASTIC COATING (TYP.) BENCH HEIGHT=0.75 X PIPE I.D. OF HIGHEST EXISTING OR FUTURE SEWER INLET SEWER •FMAX.4" TO JOINT (TYP.) FLEXIBLE MANHOLE TO PIPE NEOPRENE BOOT CONNECTION WITH STAINLESS STEEL STRAP AND SCREW CAST INTO MH (TYP.) CONCRETE OR BRICK & MORTAR INVERT KNOCKOUTS, FOR PIPES MIN. 4" FROM TOP & BOTTOM OF BASE WHERE INDICATED PRECAST SANITARY MANHOLE ................................................................................................................................................................... N.T.S. BLSS-001 COLD APPLIED BITUMINOUS SEALER ALTERNATE JOINT NOTES: 1. 5' OR 6' DIA. PRECAST BASES MAY BE USED WHEN REQUIRED DUE TO SIZE OR NUMBER OF PIPES AT THE MANHOLE. PRECAST REDUCERS WILL BE PLACED ABOVE THE 5' & 6' BASES AS DIRECTED BY THE ENGINEER. WALL THICKNESS TO INCREASE 1" FOR EACH 1' OF INSIDE DIAMETER INCREASE. 2. WHEN INLET SEWER INVERT TO OUTLET SEWER INVERT ELVATION EXCEEDS 24" USE DROP CONNECTION. BLSS-004 0 A 0 0 VCRETE GHT OF BLOCK= 6"f PLAN 27 3/4" 26 3/8" A 00 23 8" 31" 8" f 39" SECTION A -A NOTE: FRAME & GRATE TO BE CAMPBELL FOUNDRY COMPANY —PATTERN NUMBER 1221 WITHOUT COVER VENT HOLES STANDARD MANHOLE FRAME AND COVER ................................................................................................ N.T.S BLSS-002 RELEASED FOR CONSTRUCTION Companies ARCHITECTURE ENGINEERING PvB tJ iJIN� LANDSCAPE ARCHITECTURE LAND SURVEYING ENVIRONMENTAL SCIENCES 150 Trumbull Street, 6th floor Hartford, CT 06103 (860) 249-2200 (860) 249-2400 Fax Ic- ®e 0• �•• No.24820 ,� i 0 �' � 4l/os q/ .4 NAILo �>>Ar�r.,'!4.1SUV�A �UJ V r J Q 0 U Q Z 0�UJ p W C) zz v W m� > �o LU c0 cj) i— Q U) L.J. VJ TW i I— V) Z a z IL O in < V)V) O Wm V) MCn z 00 w 0 Z 3.00zFF-I_'H 0 0 �00zzz l— z �ZV,WWW Z O � <�5�� U 0�00000 W Z 000 0 0: v)z OM U3><o � OZ O 2f a_ — I— I— I— M 0 c0 co to 0c000�00000 z \\\\\\\ O NM > 0U)LOcococJDr000) w 000000000 o Z.—NMIt- LID 0r00 Designed J.A.C. Drawn J.A.C. Checked Approved Scale N.T.S. Project No. 05C1506 Date 04/17/06 CAD FFile N DN05C150603 Title DETAILS Sheet No. DN-3 iE DRAWINGS SHALL NOT BE UTILIZED BY ANY PERSON, FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF BL COMPANIES EDGE OF TRENCH -1 „ , _. _ __ _ • ._ 6" CRUSHED STONE PARKING LOT PAVEMENT SUPPORT AS REQUIRED MANHOLE FRAME w CHECKDAM w SECTION (SEE DETAIL) /\ AND COVER ¢ Q ' ' TRENCH WIDTH ADJUST TO 2' + I.D. 24"0 CPP RISER CONNECTION TO GRADE W/BRICK 48" TO BE PER & MORTAR L V) 3' MIN. MANUFACTURERS w w 24" PERFORATED PIPE (TYP.) TYPE GW, GP, SW, SP PER O O ( 6„ EL.=127.50 UNIFIED SOIL CLASSIFICATION REQUIREMENTS :• O ��Q POURED IN PLACE SYSTEM OR AS APPROVED BY WITH TIGHT SEAM O SUITABLE APPROVE SITE ENGINEER COMPACTED TO OR WELDED JOINT O Q CONC. RING 29" 0 0 BACKFILL 95% MAX. DRY DENSITY IN LIFTS " Z Z 24" - ^O� O 00 �OOo C INSIDE 0 (8 THICK) w o w > 48" DIA. M TYP.) PER TOR EST) Companies MODIFIED PROCTOR TEST) EL._ 125.00 ononoo o SEED MIX: FESCUE 31 6 EL.=124.50 3/4" CRUSHED STONE < 48" DIA. on0004O4 1'-0" MIN. 12" COMPACTED . / ARCHITECTURE TO EDGE OF TRENCH ° 0 00 CRUSHED STONE JO RATE: 10 LBS./1,000 S.F.\� — ►-- 12" (TYP.) ENGINEERING TO 95% MAX DRY �np VARIES WATER QUALITY VARIES CII TCA 1-ARalr AAIDAPI PLANNING 1'-0" MIN. DENS! i T PER lll��U SWHLE PREPARED SUBGRADE � FOR PVC 3/4" CRUSHED STONE ASTM D1557 4 TYP. 5' TYP. 4 140 N ORuEQUAL LANDSCAPE ARCHITECTURE TO EDGE OF TRENCH 2 1/4 0. 1�1r Q 2 2 1 1 5�,0 SECTION A -A 1" CRUSHED STONE FILL LAND SURVEYING 4" MIN. - 1'-0" o 0 o MIN. - 1'-0" TYPICAL MANHOLE INSPECTION ENVIRONMENTAL SCIENCES MIN. IN ROCK "ogo 5,no o$ o000o N. IN ROCK PORT WITHOUT STRUCTURE F� 2 1 NOTE: SYSTEM SHALL BE BUILT TO ACCOMODATE H2O LOADING. �� 150 Trumbull Street, 6th floor BOTTOM OF TRENC .............. _ _ _ ......... S�p'OF Hartford, 9- 20 03 (860) 249-2200 N.T.S. 6" CRUSHED STONE 24" PIPE TO OVERFLOW MANHOLE LINE Z (860)249-2400Fax TVPIIt�AI �TnRM �FWFR TRFNrN ��If'.TIf�N CHECKDAM FINSTALL PIPE ADAPTER TI ^" T^^^^ (SEE DETAIL THIS SHEET) NECESSARY FOR CONNECTION ■ I I I V / \ V/ ■ \/ I vivo V/ rm .. I • I I ■ I \ ♦/ I I ♦/ I� V I I \/ I —O TOPSOIL ........ ........_ . ............ ... ._...,__, .. .......... N.T.S. BLDD-004 1" CRUSHED STONE FILL +r WATER QUALITY GRASSED SWALE 12" .............................................................................. . HOOD TO BE INSTALLED AT ALL S 9CsG„<o OUTLET PIPES AT ALL CATCH BASINS, EXCEPT AT IN -LINE CATCH BASINS. N.T.S. O o 2E PERFORATED M PVCP ELBOW MAY BE USED IN PLACE O CORRUGATED POLYETHYLENE O ,b:• �= OF CAST IRON BELLTRAP.0';• No.24620 HEADER PIPE -. - •. < 24" PIPE %� ' - , - _o ;....... �C��p A N'A CATCH BASIN OUTLET = 1,7 - A I I A 4 -4' �� CONCRETE OVERFLOW WEIR _ 4 fl/'1\AICI III Iv AALJ QACC IA/I TL.1 AIG: C2A17C AT /� - - - - - -- iiv iv rvii, �na� rr, ii, Iry �.+n,\J = - - ° 6" O.C. IN TWO ROWS, MIN. LENGTH=3' 8 66' 60' L� A A - NOTE: DRAINAGE OPENINGS IN 4 e ° 8"° ' ° _ - _ uJ WALLS AT OR IMMEDIATELY ABOVE ° THE BOTTOM OF THE PERVIOUS LINE BACKFILL. INSTALL PIPE ADAPTER AS ' - - LINE FF B HOOD NECESSARY FOR CONNECTION - - - Ll INSTALL PIPE ADAPTER AS 24" PERFORATED NECESSARY FOR CONNECTION If 5'-4 _ NOTE: de a 1 - \ CORRUGATED POLYETHYLENE O —I 12" (TYP.) O n NEENAH - R-3711 OR EQUAL ,! L.L HEADER PIPE 7 1/2" 1'-6 7/8" 1'-6 7/8° 7 1/2° OUTLETHOODED - 10 3/16" 10" 10 3/16" 10° -'- 24' PIPE _ = " - - - - - - PERFORATED 2„ BARS ?� 2" 11„ , ---2" N.T.S. CTDD-004 POLYETHYLENE PIPECORRUGATED LINE Q fit1 2" 3 13/16" • • E3 13/16" / , • 12" INSPECTION PORT INSTALL PIPE ADAPTER AS — 12" Q 3 5/8"� 3 5/8" . • : • # 4 BARS (TYP. OF 5) 29' NECESSARY FOR CONNECTION • 5„ 0 • CLASS 'A' CONCRETE OR LINE HH 12 2'-8 3/4" 12 8" 2,-1 3/8„ 8"• PRECAST CONCRETE UNIT d NECESSARY FOR ADAPTER AS 31' z 0 �/ C) 2'-0" 2'-0" CLASS 'A' CONCRETE OR INFILTRATION SYSTEM W o 0 _ PRECAST CONCRETE OR CONCRETE BLOCK � UNDERGROUND J> ..... N.T.S. LL. Z Z_ U Ujj <m N 7 5/8" HOOD OR ELBOW ;: �n t- R" �\ 8„ �.zi.�• o PIPEDISC V \ U = Q DIA. W 5' DIA. \ 20'-0" 6'-0" W �— VAR. \ > m CONCRETE ELEV.: = XXX O OVERFLOW WEIR \j\\ y Exist Grade PROP. GRADE Lu M WALL THICKNESS - 12" AT e \ DEPTH GREATER THAN 10 ° EL.=127.20 \/> / 1'-0" 4. e//%_ O 6" MIN. JUMt' -. o. °4 a e '\ \' MIN. v e • CLASS 'A' CONCRETE OR (///�J • • • 6„ 6 • • • PRECAST UNIT ° - °° d r / MARIFI "700x" OR EQUAL 6 MODIFIED RIPRAP COMPACT GRAVEL FILL 5'-4" ° 4'-4" B WOVEN FILTER FABRIC g� -worn _ e i c=r-T1nM SECTION A -A SECTION B-B C) 4 ' a 'e RIP -RAP OUTLET PROTECTION W v v SECTION A -A .......................... TYPE C CATCH BASIN WITH HOOD ............... ...... . ... .............................. ................................................................................................................................................................................................................................................................ N.T.S. BLSG-001 N.T.S. CTDD-001 A A OVERFLOW MANHOLE (MH-10) DETAIL'S 4'-4'.......................................................................................... ...... .......... _............................ ............ ................... BUILDING FOUNDATION & PAD PREPARATION NOTES: z PERCENT PASSING BY WEIGHT N.T.S. *ALSO SEE PRECAST STORM MANHOLE Q DETAIL FOR ADDITIONAL INFORMATION. SIEVE STRUCTURAL GRANULAR 1A. REMOVE ALL FILL &UNSUITABLE SOIL BENEATH o 0 MANHOLE FRAME & COVER SIZE FILL (1) BASE (2) BUILDING PAD. v) N ¢O 1B. REMOVE ALL FILL AND UNSUITABLE SOIL WITHIN THE z m ADJUST TO GRADE WITH MAX. w m rn N OF FOUR COURSES OF BRICK 6 IN. 100 --- FOUNDATION ZONE OF INFLUENCE (EXTENDING WITHIN 1- I - NOTE: 3 IN. 70-100 - - - 1H:1V LINES DRAWN DOWNWARD AND OUTWARD FROM o o W uJ B 2 IN. 100 (1) --- THE LOWER OUTER FOOTING EDGES) z PRECAST REINFORCED CONCRETE DRAINAGE OPENINGS IN 4 WALLS AT 1 1/2 IN. - - - 100 z o 0 0 8—2'-0 5'-4" 5'-4 3/4 IN. 45-95 45-80 2• RECOMPACT NATIVE SOIL PRIOR TO PLACING FILL. o N z V)� 0 0 0 MANHOLE ECCENTRIC CONE OR IMMEDIATELY ABOVE THE BOTTOM 0 o z zz z z OF THE PERVIOUS BACKFILL. 1 /4 IN. --- 25-60 3. COMPACT ALL BACKFILL TO 95% OF MAXIMUM DRY x z uj w ww O �o 3' CONE MINIMUM REINFORCING 0.12 --- SQ. IN. PER LINEAR FOOT No. 4 30-90 DENSITY (ASTM D 1557, METHOD C) IN MAX. 12" LIFTS. 0-Q �2~ ~ U mi O O O� 5 O 3" MIN. OR AS SPECIFIED No. 10 25-80 15-45 0 z m U U C) o- 0 1r No. 40 10-50 5-25 4. REFER TO GEOTECHNICAL EVALUATION BY JGI cwn z z r-w v- f LIFTING HOLES TYP. 10 3 16 1'-8 3 8" 10 3 16" (TYP.) 8 5/16 3' - 1 3/4' 8 5/16 / / / 5^ EASTERN, INC. FOR THE SHOPS AT EVERGREEN WALK 2 1/4" MIN. (FILL WITH MORTAR) ° No. 100 --- 0-10 ( ) N> a cam Z0 z aDw� 000000 _ 4 13/16 No. 200 0-12 PHASE III DATED DULY 20, 2006. o � a � PRECAST REINFORCED CONCRETEr i 1 2" MIN. 1/2 MIN. ~� CLASS "A" CONCRETE OR RISER _„ ,_ �, (. TONGUE AND GROOVE RISERS 4 13/16" ° e / p ° ° PRECAST CONCRETE UNIT cO C° co cn cO cO CO '° NOTES: z O�o�� VARIES 1L llYf') MANUFACTURED IN 1`,2`,3' 8c °,�a .°�1•; °' ° O Ncv.—u�v�.—mil r7 ALUMINUM STE . 4' LENGTHS. ° ° • °•° a •' ° ° a ° 1) 2-INCH MAXIMUM PARTICLE SIZE WITHIN 12 rn a;��a�� NOOK O INCHES OF UNDERSIDE OF SLAB -ON -GRADE. > o 10 u) co co co r- 00 00 rn PREFORMED PLASTIC GASKET OR 12 2' - 8 3 4 12 12„ 1 8 3/8" 12" w 0000000000 FLEXIBLE WATERTIGHT RUBBER w / I-- 2) UNDERSLAB FILL FOR BUILDING E - _ RISER GASKET m 7 5/8" 7 5/8° 2'-0" 2'-0" MINIMUM DEPTH UNLESS SPECIFIC- CONNECTICUT DEPARTMENT OF TRANSPORTATION FLOOR SLAB uuz`' `mot° r`00'�f ' — r�)' ALLY ORDERED, OTHERWISE UNDER STANDARD SPECIFICATIONS FOR ROADS, BRIDGES, (SEE ARCH. PLANS «<_• VARIES 7" (TYP) 5" WALL < g" 8" 13/16" 7 13/16" TRAVELWAY V-7 1/2", UNDER AND INCIDENTAL CONSTRUCTION (FORM 816) FOR SLAB THICKNESS) UNTRAVELED AREAS 0'-3". 2004, SECTION M.05.01. Y z VAPOR BARRIER Designed J.A.C. m 8„ 0 L d a d (AT BUILDING E) Drawn J.A.C. 4'-0" DIA. En > d ° Checked /-� o w HOOD OR ELBOW c d u Approved KNOCKOUTS AS REQUIRED > DIA. d PP fy rn VAR. Scale N.T.S. BASE a 0 12" COMPACTED STRUCTURAL Project No. 05C1506 4' MIN. 1 w w o j \ / Q mQ u - a a a Q a o - FILL, USE CTDOT GRANULAR Date 04/17/06 d FOUNDATION BASE FOR BUILDING E • > > IN SANDY SOILS, � d v d gg CAD File DN05C150602 4' APPLY DAMPPROOFING CLASS 'A" CONCRETE OR 2" MIN. MIN. ON 4 WALLS PRECAST CONCRETE UNITS. 12" COMPACTED \ \ \ \ 6" MIN. STRUCTURAL FILL OR 6" OF 3/4 CRUSHED STONE \ STRUCTURAL FILL OR ONSITE Title �- _ _ _ FILL, DEPTH VARIES DETAILS ° 6" 6„ ° ° e ° ° . ° ' '° 8� PLACED (MARAFI ONFILTER LORR EQU V.l) III=� I I=I =� I -�_ i =1 I I=1 I I i 1=� �= �- WHEON REQUIREDRDUESTOBSIZESORAY BE NUMB NUMBER 8" 4'-0° 8" 8" 3'-0" 8" OF PIPES AT THE MANHOLE. PRECAST CONCRETECLASS OR5'-4" NATIVE SOIL (GLACIAL TILL) REDUCERS WILL BE PLACED ABOVE THE 5' & PRECAST UNIT 4'-4° NATIVE SOIL (SOIL TYPE VARIES, 6' BASES AS DIRECTED BY THE ENGINEER. SEE GEOTECHNICAL REPORT BY JGI) BUILDING PAD PREPARATION WALL THICKNESS TO INCREASE 1" FOR EACH .......... ................. .... 1' OF INSIDE DIAMETER INCREASE. SECTION A -A SECTION B-B BUILDING FOUNDATION N.T.S. BLBP-002 0 Sheet No. 0 LO - PREPARATION MANHOLE DETAIL DN-2 STORM O PRECASTD ____-__ _ _ TYPE C L CATCH BASIN WITH .. H.O.O................................................................................................... N.T.S. BLBP-001 N.T.S. CTDD-003 N.T.S. CTDD-002 N RELEASED FOR CONSTRUCTION x THESE DRAWINGS SHALL NOT BE UTILIZED BY ANY PERSON, FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF BL COMPANIES rn 3 0 0 V1 U In 0 z fa i 0 3 Q 1.0 U in i Ir1 0 N -0 0 i N u 3 O d Y L 0i N U� —'z d M ID X M � 'D I (U GI C->, N 0 (n J R'—n" FNn C'.(1NI mom (TYP 1 n'—_n" c Tn , /TVD .. .. -..... .......... ...... .. I l_I IV ...... A "FER (TYP.) ANTI -CHECK SPLINE (TYP.) 4 GALVANIZED CARRAIGE BOLTS. COUNTER BORE REAR TO RECEIVE NUT AND WASHER (TYP.) 10" x 10" POST (TYP.) 5" x 8" CROSS MEMBER 4" GRADE 711 IVV IG. 1. ALL TIMBER TO BE PRESSURE TREATED CCA=.40 PCF SOUTHERN YELLOW PINE. TIMBER GUIDE RAIL N.T.S. BLGR-002 r FACE OF CONC. BLOCK WALL 1 SEE PLAN FOR SIZE �28 DAY 3000 PSI CLASS "A" CONCRETE EXPANSION JOINT 6"x6"x W2.1xW2.1 WWF STEEL POUR FLUSH W/ PROP. Z—FMAT REINFORCING PAVEMENT GRADE 1/4"/FT. (MAX.) PROPOSED BIT. PAV. 2„ 0 0 O Doo - o 0 0 00 oop o �ppp 000000 0 000�0 0 0 C. 0 0 o p o p o p pp o 0 0 0 0 00 1Il- -III PREPARED SUBGRADE 3/4" CRUSHED STONE SECTION VIEW CONCRETE DUMPSTER PAD AND CONCRETE PAVEMENT N.T.S. .J. DLP In.—U U2 C 0 ELT HEAD OR NUT JALL NInT ponT01 InC I Iw I nvv� tOM SURFACE OF %IL OR POST 3'-2" 12.5 S.F. 6" EXPOSED SURFACES TO BE METAL TROWEL FINISH. 6" OR AS DIRECTED v • o BY ENGINEER .o R=1" SURFACE OF PAVEMENT v• •v 11 .v v v v, v' , v v 6" CRUSHED STONE OR GRAVEL BASE I 8" I NOTES: �I 1. CONSTRUCTION JOINTS SHALL BE SPACED APPROXIMATELY EVERY 10 FEET BUT NOT LESS THAN 6 FEET. 1 /4" THICK PREFORMED EXPANSION JOINT FILLER SHALL BE INSTALLED EVERY OTHER JOINT. AND AT INTERSECTION OF CONCRETE SIDEWALK AND CURB. 2. FORMWORK SHALL REMAIN INPLACE FOR 24 HOURS FOLLOWING CONCRETE POURING. FULL -DEPTH CONCRETE CURB DETAIL N.T.S. CTPC-004 TAPERED CURB TO FULL 6" REVEAL FULL DEPRESSED CURB /— TAPERED CURB TO FULL 6" REVEAL RAMP RAMP DOWN Z DOWN FACE OF CURB CONC. WHEEL STOP (TYP ) I I 0 I 0 0 0 3'-0' �I a 4" YELLOW PAINT LINES AT 2' O.C. PAINTED AT 45' ANGLE PAINTED WHITE SYMBOL ON BLUE BACKGROUND IN ACCORDANCE WITH FEDERAL STANDARDS 9'-0" 10'-0" 10'-0" 10'-0" MIN. MIN. MIN, NOTES: 1. SEE SITE PLAN FOR ACCESSIBLE SPACE LOCATIONS. 2. SEE PLAN FOR ACTUAL SPACE LOCATION AND DIMENSIONS. 3. PROVIDE 2 COATS OF PAINT ON ALL SURFACES. AC,C,ESSIBLE PARKING SPACE DETAIL N.T.S. 1 1/2" 36" MIN 1 1/2- PER FT 40" MAX PER FT CURB OUT DUMMY JOINTS CONSTRUCTION - EVERY 5' i I I I JOINT (TYP) 1/4'PER FT P/TCH 1/4" PREFORMED EXPANSION GUTTER FACE OF JOINT EVERY 20' LINE CURB GRASS SIDE A WALK cuRe SECTION B-B PLACE EXPANSION JOINT AT BACK OF CURB LINE OR AT SIDEWALK LINE RAMP GRASS CURB B B 1" PER GUTTER FOOT LINE CURB A EDGE OF SIDEWALK RAMP PLAN SECTION A -A SIDEWALK RAMP DETAIL N. T.S. BLSR-002 7'-1" REFER TO ADJACENT VIEWS FOR DIMENSIONS 27.0 S.F. (WHITE) (ARROWS TO BE CENTERED IN TRAVEL LANE) PAVEMENT ARROW DETAILS .................................................................................................................................................................................................................. N.T.S. BLPC-006 2'-10" N I N R=3'-4" O v 0 _ I I N I 2°-3" �6'-0" 15.5 S.F. R=3/4" 6" R=3/4" FACE OF CURB SURFACE COURSE 6" a d 3" DA\/CA'L-l"' MIN. vv� yr r„vLnla=lV NA BINDER COURSE 7" PROVIDE ADHESIVE BETWEEN -� BINDER COURSE & CONC. CURB NOTE: USED AT ALL LOCATIONS NOT ADJACENT TO SIDEWALK EXTRUDED CONCRETE CURBING N.T.S. BLPC-005 5;; 4 4° 0 0 I Z �l:2 FINISHED GRADE ° BACKFILL i/ A. : \/ .\' 'II 4 U' V CONCRETE BASE 4.4 (12 NOTE: CONSTRUCT SIGN IN ACCORDANCE WITH DOT SPECIFICATIONS. STOP SIGN N.T.S. BLSD-002 0 I ROUNDED CONCRETE TOP PAINTED YELLOW 6" DIA. STEEL POST FILLED WITH CONCRETE AND PAINTED YELLOW GRADE MIN. 18" DIA. CONCRETE BASE PROTECTIVE POST (BOLLARD) DETAIL N.T.S. V W Of Q .: WT. A B C I-J/`+ 0- 1/ OR 3 LB . ............................................................................................................................ 1-5/16" 1-7/8" 3-1 /2 " 4 LB. 1-5/8" 1-3/4" 3-1 /2" BLSE-005 c� 0 rn W WWF PER SIDEWALK DETAIL 0 J� b 1/2" TOOLED JOINT _J n A z I/I(HA _J 11 0 CONCRETE —I ' I 4." CONCRETE CURB I E�C-- I I— C ---1 0 • :. BIT. CONCRETE 6„ TAPER OPTIONAL DETAIL A DETAIL B TYPICAL TYPICAL METAL SIGN METAL SIGN o OPTIONAL R^- °TAPER ° , TRENCH WIDTH so SE TYP. TRENCH SECTION SUITABLE BACKFILL v — 1 v�1 v v v \; .v o 0 z O.U. v v v 28 DAY 3000 PSI COMPACTED _ v CONCRETE ENCASEMENT GRAVEL BASE \iI vvI v �. v v l v v v v�\\� v° v V VI i v v v v° v v I v `: v v i :::.......:' v v v vvI vl v o v v': 0Z v v v v,; vi IAAAA VO0 o o a�O IY.i •! cX .° O o °' ' DETAIL A DETAIL B e�HOLE LOCATION HOLE LOCATION % I 8' I PAVEMENT STRUCTURE 0 00 !� NOTES: �00 CONCRETE 28 DAY MINIMUM COMPRESSIVE STEEL FOR POSTS SHALL CONFORM TO THE MECHANICAL REQUIREMENTS OF ASTM A 499-81 0 0 Oo STRENGTH = 3000 PSI GRADE 60 AND TO THE CHEMICAL REQUIREMENTS OF ASTM AI-76 CARBON STEEL TEE RAIL HAVING 000 \ \ Cla0o0 NOMINAL WEIGHT OF '91 LBS OR GREATER PER LINEAR YARD. -Al I BE - %1V 117rn TD MEET 7WI7 RE.n.ILIIREMEKRITCC M' COMPACTED EARTH AFT<R FAoRICATIOIJ ALL 01EE PDJ,J J f1LL NOTE: USE MONOLITHIC CURB ASTM A-123. ADJACENT TO ALL SIDEWALKS SIGN MOUNTING HEIGHT TO BE APPROVED BY THE ENGINEER. CONCRETE CURB AND WALK DETAIL TYPICAL METAL SIGN POSTS ................ ....... ............. ............................................................... N.T.S. BL -001 N.T.S. CTPC-007 ASPHALT WEARING SURFACE CLASS 2 _ ASPHALT BINDER COURSE CLASS 1 FOUNDATION AS APPROVED BY ENGINEER - 1 1/2".. PROCESSED AGGREGATE BASE COURSE CONCRETE PROTECTION FOR PIPING 12" ............................................................................................................................................................................................................................................................................................. N.T.S. BLSS-011 1" DIA. HOLE WITH #6 REBAR EMBEDDED 24" MIN. INTO PAVEMENT STRUCTURE PREPARED SUBGRADE� "�� (SEE GEOTECHNICAL PLAN EVALUATION BY JGI EASTERN, INC.) 8 EXPANSION JOINTS 15'-D" oc. MAXIMUM r— 4 SPACES @ 5'-0" oc. OR AS DIRECTED OR SHOWN ON THE SITE PLAN _ 12" SEE LAYOUT & SITE IMPROVEMENT PLAN FOR ALTERNATE SCORING PATTERN DUMMY JOINT( TYP.) STANDARD DUTY PAVEMENT STRUCTURE �N z N.T.S. BLSE-004 �cl �IQ J I I I I I I Q O w W ' N FRONT ELEVATION w 0 �Nf 1/2" EXPANSION JOINT 1/2" EXPANSION JOINT --N -- w it LAWN OR PLANTING IF SHOWN ON SITE PLAN 5 1/2" #4 REINFORCING RODS ACPI-IAI T WEARING CI IRFAf E f ASS 2 CURB OR GUTTER LINE ASPHALT BINDER COURSE CLASS 1 .:.1 1/2" ..' PLAN VIEW R=1/8" 1" PROCESSED AGGREGATE BASE COURSE&•Iva 2 1/2„ 12" DUMMY JOINT 6" x 6" W1.2xW1.2 WWF N.T.S. 5„� 1/2" EXPANSION JOINT DUMMY JOINT SIDE ELEVATION WITH SEALANT PREPARED SUBGRADE (SEE GEOTECHNICAL EVALUATION BY JGI EASTERN, INC.) PRECAST CONCRETE WHEEL STOP 8" � 8" ROLLED GRAVEL BASE A. N.T.S. ZPC-041 SECTION A -A !HEAVY DUTY PAVEMENT STRUCTURE _ CONCRETE SIDEWALK DETAIL ..................... ..................................................................................................................................................................................................................................................... N.T.S. BLSE-004 N.T.S. BLSR-001 RELEASED FOR CONSTRUCTION f Companies ARCHITECTURE ENGINEERING PLANNING LANDSCAPE ARCHITECTURE LAND SURVEYING ENVIRONMENTAL SCIENCES 150 Trumbull Street, 6th floor Hartford, CT 06103 (860) 249-2200 (860)249-2-400 Fax •: ..'..:. fin i s, �G �n '� T• '•�pENS�•°.•��ee. rrW VJ T< ^1 I..L ® U Z 0 Q Ll1 o W/ z o r.1n. z 2 W m� 4n UJ I_ VJ 0TT rr1 L/ ) TW 1 I— z a z J O 0_ (n Q v) cn 0 wm V) V) :2 0 z p N0 0 v2 v) 0 0 z I- I -I— �0ozzzz�z �z'WWW0�0 U.J Q (n `L F- P= D_ U:2 0 0-000n00 OzmUUU�Oof VLnzOZ�Z(nW ((nn (DW-�000000 0W o-__F--F-0<0 10 (O 100CD,, 10 (n o000000 E3 cm) > v Lo In (o co cn I, oo co rn W 0000000000 6— N n •d• LO(O r- 00 0) Designed J.A.C. Drawn J.A.C. Checked Approved Scale N.T.S. Project No. 05C1506 Date 04/17/06 CAD File DN05C150601 Title DETAILS Sheet No. DN-1 :SE DRAWINGS SHALL NOT BE UTILIZED BY ANY PERSON, FIRM OR CORPORATION WIHUUT IHE SPLCIFIC WRII ILN PLRMISSIUN OF 8L CUMFANItS q-01 4" CENTER PARKING SPINE 4" WHITE PAINT LINE, TYP. 1'4" TYP. NOTE: I. PROVIDE 2 COATS OF PAINT ON ALL SURFACES 2. SEE PLAN FOR ACTUAL SPACE LOCATION AND DIMENSIONS 2 PARKING DETAIL H 01 I TYPivAL PARKiivw QDACE DETA11 i TA i"I, . , "� _ Ic ,n V L_ N U r_ 2' AMENITY STRIP & 4' !1nhIr1DCTC 1A/AI I! ELECTRICAL 11 ll ll Il ll ll ll h------------------------'I I 13 ROOM 0 ------------- Fill(�39 8Fig Fill - Fill I BUILDING B ¢° BUILDING F I � 1 I � 1 FIRE I PROTECTION I ROOM 1 WO"❑ LL BEAN PARK 1 [a, FAST -CASUAL I 1i , ❑❑ ❑❑ ❑J SIGNAGE DINING / 2 /,TOWER 1 I I1'9 1Q OUTDOOR DINING"IF I 1 � I --------------------- --------------------- ----- I ' r T I LL BEAN 'c --- ❑ 1 / V I 1 EXTERIOR DISPLAYS PAVING BY TOWER , s �I LL BEAN 1 1 1 FAST- I LANDSCAPING BY CASUAL 1 I U I LL BEAN , , , , ,DINING , I I 1 1 1 1 OUTDOOR DINING ' ' ' I , ,> � GAS FIRE PIT BUILDING D , I I LLBEAN LL BtAN EXTERIOR DISPLAYS 1~ I 1 Q INTERACTIVE I .. - .... LJ1.... - - - BUILDING C ELECTRICAL • " FOUNTAIN Qt .......... ROOMS FIRE 1 1 1 I ..........�.......... 1 1 1 1 CHANGING I 1 ;PROTECTION ROOM 12 I ROOM ......... .. 1 1 1 1 I �.......... '.IEMPI OY.EB' 1 .PA RKING...... TRASH j.. ENCLOSURE I 1 ............ EC SS D.:.:.:.:.:.:..:.:..:.:.:..:.:...'.'.'.'.' I ..... RU K OC ............:.}.. EI4fPLC5YEE.............. I t ....... __. RETAINING WALL.::.:.:.:.:.:.:::.:.:.:.:......iA . SING:::::::::::::::::::::::::::::: ... ... ' TRASH r �1/� ❑ i I ENCLOSURE l�/J❑' I I N. I I � I I \ I SN I Tt- STREET HAWSWE AMENITIES LEGEND ® BENCH; MANUF.: WESNIC STYLE: TO MATCH EXISTING � -C ORNAMENTAL LIGHTPOLE - SEE ELECTRICAL DRAWINGS TREE PLANTER AREA, TYPICAL COLORED CONCRETE, BY INCRETE SYSTEMS: (50%) ARIZONA TAN t (50%) BRICK RED LITTER RECEPTACLE; MANUF.: WESNIC STYLE: TO MATCH EXISTING DOUBLE HEAD POLE LIGHTING - SEE ELECTRICAL DRAWINGS STAMPED CONCRETE CROSSWALK RUNNING BOND PATTERN, COLOR BY INCRETE SYSTEMS: ARIZONA TAN (MATCHES EXISTING) % HANDICAP RAMP WITH 1:12 SLOPE, TYPICAL ® LIGHT BOLLARD; MANUF.: LANDSCAPEFORMS STYLE: ANNAPOLIS EMBEDDED BOLLARD W/ SLEEVE; SIZE: 12"D X 33"H SINGLE HEAD POLE LIGHTING - SEE ELECTRICAL DRAWINGS � SITE AMENITY STRIP -SCORED GRAY CONCRETE STAMPED CONCRETE, RUNNING BOND PATTERN, COLOR BY INCRETE SYSTEMS: ARIZONA TAN (MATCHES EXISTING) • WALL MOUNTED LIGHTING - SEE ELECTRICAL DRAWINGS POP JET FOUNTAIN HEAD WITH INTEGRATED LIGHTING LIGHTING GRASS LAWN, TYPICAL PEDESTRIAN WALKWAY - SCORED GRAY CONCRETE ® DIRECTORY SIGNAGE STAMPED CONCRETE, HERRINGBONE PATTERN, COLOR' BY INCRETE SYSTEMS: BRICK RED Ed LOCATION, SEE CIVIL PLANS BUILDING DATA BUILDING A 6,353 SF BUILDING B 5,967 SF BUILDING D 20,906 SF BUILDING E 13,541 SF BUILDING F 17,223 SF SPECIALTY RETAIL 63,990 SF MAJOR RETAIL (LL BEAN - BUILDING C) 24,648 SF EXISTING GUARDRAIL PROPOSED GUARDRAIL Z U 6' GRASS STRIP & 4' CONCRETE WALK EXISTING GUARDRAIL PROPOSED GUARDRAIL TOTAL DEVELOPMENT 88,638 SF PARKING REQUIRED @ 4.5/1,000 SF 398 SPACES PARKING PROVIDED 398 SPACES PARKING RATIO ACHIEVED 4.5 SPACES/ 1,000 SF 1 HARDSCAPE PLAN H 01 1 "=30' OVERALL HAKDSCAPE PLAN dl��i�Inw. 119��1�01h 0 `� Lo o � � U U ' o CIO L �Q ° _ O N w X C� a) > d D co U p, V v W 01) C V L Q L � H 0 LID Co U r- 00 C� N � Iv w rT1 C! ell © xW Is 3¢ a L � U � lg V �a E w C'x � 2 a°. HW m Original Issue Date: 01 JUN 0(o Revisions No. Date/Description Authorized Use: ❑ Design Development ❑ Progress ❑ Bidding ❑ Building Permit ❑ Construction ® P.C. SUBMITTAL Current Date: II SEP 06 W J � U Q U) r% — o Li. u Z °- W Q o>QJ 0 = I� 1 Drawn By: JRS Checked By: CNW fin: 05134 Drawing # H Discipline Phase # 01 Division # Sheet # REV ae I h , V E E Yo LL 01 is 0) Cn 0 w m CD Cn d" Cn J d E s U Ca _Y C O.. 5 a- Cu s rn s ID c :r s s� J ?fJ 0 co 0 0 co J 8 U of ul Q .U-. Lp �j- N Ln L r O O 40 U N � O 0-'.0 TANARACK AVENUE ° 1 �.1 2.� 1° I°.4 �-l [4-1� J I JIl Ic I I I I ❑ ° •I ° h - 0 3 26��, 2. 2..7 [.4 4.0 c' .8 2.0 2.6 _ 3 3.1 2.2 4.5W 3.� 1. 2 ..I Z� ° I� .. 49 2 V' \ 3 23 2.4 2.1 2A 2.2 ?� 2.6 2- 29 ' I '= ■ 2 5 2.5 2.5 2.3 14 �_' 2.0 3.4 4.1 2.3 ° tYI r, J -- 11.1 I rs........ 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S t•"'�'� d 2 .3 5. 4. 2 3 1�8 j� Il 4 n.8 �J.7 0 1 0.2 0.4r 0.5 0.5 111.0 2.6 73.2 4.2 3.2 : _ 4.8 3.6 4.3 3.5 3.5 2.2' 1.0 0.5 ).p 0i.3 0.3 0.4 0 S =, - - 9 S.c^ c 9 SA 3.1 2.2 1.1 0.7 A 0.2 I 115' BUFFER/SETBACK NE I ° a! 0.1 0.2 02 �� 0.5 1.1 0.9 1-1 1.1 08 1.2 0.9 1 o = o 0 0 0 0 ❑ 1.! .1.5 0 3 u2 G i 01 0.1 0.1 0.1 0.2 39 2.1 1.5 0.7 G.3 0.2 0.! t ----- ------------------------------------------------------------------------ - n n 0.0 01 CQ 0.1 0.1 0.1 0'EY 0.2 02 0.3 0.2 0.3 0.2 0.2 0.2 0. `BUFFER LINE 0.0 0.1 0.1 0.3 1.0 2.3 2.0 2.8 1.7 2-.: n I11 ❑ ° ° ° 11771 0-C, 0.0 0.0 0.0 0-0 0 ID C, 0.�\ 01 fQ 0.1 0.1 0.1 0.1 0.1 0.G 0.G 0.0 U C' 0! G 0.G 0 G 0.0 0.1 0.2 0.6 1.0 1.2 1.4 0 6 : fl ° o ° o 0 0 0 ° o� ° n 0.0 0.0 00 0ii G.0 O.0 �.0 r, r g, -. ° c irQ ;, i 0 00 i.0 o ❑ ,1 4> c 9 .. 0 0.0 0.G n.0 0.n 0.0 0.0 0V0 0.G 0.0 u-0 �0000.�..�..�..�..�..■�..�..�..�..�. PROPERTY LINE ooO BASED ON THE INFORMATION PROVIDED, ALL DIMENSIONS AND LUMINAIRE LOCATIONS SHOWN REPRESENT RECOMMENDED POSITIONS. THE ENGINEER AND/Op, ARCHITECT MUST DETERMINE APPLICABILITY ❑F THE LAYOUT TO EXISTING OR FUTURE FIELD CONDITIONS. THIS LIGHTING PATTERN REPRESENTS ILLUMINATION LEVELS CALCULATED FROM LABORATORY DATA TAKEN UNDER CONTROLLED CONDITIONS UTILIZING CURRENT INDUSTRY STANDARD LAMP RATINGS IN ACCORDANCE WITH ILLUMINATING ENGINEERING SOCIETY APPROVED METHODS. P.CUTAL PERFORMANCE OF ANY MANUFACTURERIS LUMINAIRE MAY VARY DUE TO VARIATION IN ELECTRICAL VOLTAGE, TOLERANCE IN LAMPS AND OTHER VARIABLE FIELD CONDITIONS. SI" IIT-I STREET Numeric Surnnor Project; All Projects Label -T : De Linits Avg mox Min AvgiM n Ma -.'Min co.lcpts_1 -: --; nce Fc 1.94 9.5 0.0 0.00 0.00 Luminaire Schedule Project All Projects Symbol Qty Lobel Arrongement Lumens LLF Description 10 A 11120° 36000 0.750 WL:-HF-S-5-400-MH-FG 25' POLE 3 BA'- 9 B SINGLE 36000 0.750 WLS-HF-S-5-400-MH-F13 25' POLE 3 BA--E 9 C SINGLE 1 36000 0.750 WLS-HF-S-5-400-MH-17G 18' MH 11 CI 0 0 CI CI � a ❑ ❑ G= 1010 0 LS r7 0 u 1 00 13 Q II Ili w _I U == m