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HomeMy WebLinkAbout05-11P_MASSCONN DISTRIBUTORS CPL, INC_COMMERCE WAYsow" ant � a ~� 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 ��OSor.•co'`�� TELEPHONE (860) 644-2511 November 2, 2004 Certified #70041160000210595122 Alford Associates Attn: Wilson Alford, Jr. 200 Pigeon Hill Road Windsor, CT 06095 .-RE:' Aplpl.#04-61P-MASSCONNDistributors Dear Mr. Alford: -At the October 20, 2004 regular meeting, the Inland Wetlands Agency/Conservation Commission. approved application #04-6IP - MASSCONN Distributors-12 Commerce Way - Inland Wetland/Conservation Commission application for regulated,activities in connection with the construction of a 30,000 sq. fin Industrial building, parking, stormwater system, and associated improvements on property located northerly of Sullivan Avenue and easterly of Commerce Way. 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. t 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 October 20, 2009. It is the landown.er(s)/applicant(s) responsibility to track expiration dates and notify the Commission of a renewal request at least 65 days prior t0 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. 'We -recommend a bond in the amount of $5,000 be submitted to the Planning & Zoning Commission to ensure compliance with the erosion and sediment control measures. �SOwN a ,< t `T�wn o-Psvtt l 2OO r.c4t t v $ 1540 SULLIVAN AVENUE s SOUTH WINDSOR, CT 06074 4��oSOR Co`��Q, TELEPHONE (860) 644-2511 March 3, 2005 MassConn Distributor, Inc. C/O Brian Hastings 365 Rye Street Broad Brook, CT 06016 RE: 12 & 30 Commerce Way South Windsor, CT Dear Mr. Hastings: no South Windsor water Pollution Control Authority, at its regular meeting of March 1, 2005, gave approval to .withdraw the previous approval that was issued on December 7, 2004, for the above referenced project, and approve the new application for connection to the Town's sewerage system of a commercial building at 12 and 30 Commerce Way, South Windsor, CT as more specifically shown on plans entitled "Topographic Map and Conservation Plan" prepared by Alford Associates, Inc., Windsor, CT, Drawing No. 3/6, Dated 10-05-04, with revision dated 11-11-04, 11-22-04, 11-30-04, 12-03-04, 12. 10-04, 1-25-05, and subject to the stipulations in the original approval. 1. Monthly monitoring for one year to determine the amount of suspended solids and BOD's entering the system, after which time a decision will be made regarding continued monitoring. 2. Connection charges for 3.125 acres in the amount of $9,384.39 be paid at the time permit is issued, 3. Technical approval of the Town Engineering Department. 4. 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 lune.was installed In substantial conformance with the design plans previously approved by the Authority, and meeting all Town regulations and appropriate tochnical speciReations relating to sanitary sewer construction. 'Ehis approval letter must be superimposed on the final approval plans. Very truly yours, L1441 �- Jos h J. Canino, Chairman Water Pollution Control Authority JC:ead Cc: Matthew Galligan, Town Manager Michael J. Gantick, Director of Public Works Jeff Doolittle, Town Engineer Marcia Bawch, Director of Planning Chris Dougan, Chief Building Inspector ,AIfbrd Associates, Inc. MASSCONN Distributors November 2, 2004 Page 2 7. We recommend a bond in the amount of $3,000 be submitted to the Planning & Zoning Commission to ensure the establishment of the detention basin and infiltrator. 8. The infiltrator will be relocated and approved by Town staff. Very truly yours, Elizabeth A. Warren, Chairperson INLAND WETLANDS AGENCY/ CONSERVATION COMMISSION EW:dr cc: Chief Building Official pp, 40wN f�+` C Wolu F+ O-P S<> m E` 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CT 06074 �''Y�SOR•COH+4 TELEPHONE (860) 644-2511 CERTIFIED MAIL February 9, 2005 Brian Tlsstings •._ . MASSCONN Distributors, CPL, Inc. 365 Rye Street Broad Brook, CT 06016 Dear Mr. Hastings: Re: Appl #05-11P, MASSCONN Distributors CPL, Inc. We are. pleased to advise you that the Planning & Zoning Commission voted on February 8, 2005 to approve with modifications the above referenced application for a Site Plan of Development. This approval is for the construction of a 30,055 sf manufacturing facility on property located at Commerce Way,1 zone as shown on plans prepared by Alford Associates, Inc, dated February 3, 2005, as revised. This approval is subject to the following modifications: I . 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 $8,000. 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. Footing drains are required if the building has a basement. 6. A landscape bond in the amount of $5,000 is required and must be submitted prior to filing of mylars. LOCA TION PLAN - SCALE.• 1 INCH = 1600 FEET v elm z I- F, 1, A!1 1W i 7. All plans used in the field by the developer must bear the sta np and authorized signature of the Town of South Windsor. 8. This approval does not constitute approval of the sanitary sewer, which can only be granted by the Water Pollution Control Authority. 9. I£ a State Traffic Commission certificate is required, no building permits will be issued until the certificate has been issued (per CGS § 14-311). 10. The building street number must be included on the final plan. 11. Pavement markings must be maintained in good condition throughout the site drives and parking areas. 12. Engineering comments of 2/3/05 must be addressed to the Town Engineer's satisfaction. 13. Lighting plan must be submitted subject to Staff approval. Black and white transparent mylars of Sheet #2 with the above modifications, together with three blueprint copies of the entire set of plans (including landscaping and architecturals) 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. Sincerely, (!f� /�V-� Timothy H. Wentzell, Chairman Planning, and Zoning Commission THW/pmm cc: Town Engineer Chief Building Official Assessor Superintendent of Pollution Control Fire Marshal KEY MAP - SCALE.• 1 INCH = 200 FEET /— — — — — — — — — e s001 M. 121 L: 15 e M. 121 L: 24 M. 121 L: 14 M. 133 L: 6 M. 121 L: 9 S1 TE M. 121 M. 121 M. 121 L: 11 L: 12& 13 L: 10 d COMMERCE WA)7 � 1 1� M. 121 M. 121 L: 50 L: 49 M. 121 L: 51 O Qr- 1 � 2 V I 500, TYPICAL M. 121 L: 52 I W f ' Z W L M. 121 M. 121 M. 121 L: 6 � ` L: 8 L: 7 Q M. 121 Z M: 133 L: 10 L: 4 Q M: 121 `\ J L: 53 J M. 121 L. 5 V�j e b 00 / M:121 L:3 �����i� __---m:127:2 NAMES OF ABUTTING PROPERTY OWNERS NOTE — ALL ADDRESSES REFER TO THE TOWN OF SOUTH WINDSOR, CONNECACUT, UNLESS OTHERAISE NOTED. ASSESSOR'S MAP NO. / LOT NO. 010VER MAILING ADDRESS SUBJECT PARCEL: 121 12 & 13 JFI ASSOCIATES, INC. 75 COMMERCE WAY 121 4 ALL PHASE REAL ESTATE COMPANY 875 RI VERVIEW DRIVE BENTON HARBOR, MI 49022 121 6 FRANK J. AND CHARLENE M. SMITH P. 0. BOX 354 EAST WINDSOR, CT 06028 121 11 DANIEL AND MARIE ONOFRIO 48 COMMERCE WAY 121 14 TOWN OF SOUTH W/NDSOR 124 SULLIVAN AVENUE SOUTH WINDSOR, CT 06074 121 15 D & L CARON LLC 359 BURNHAM STREET EAST HARTFORD, CT 121 52 JOHN SCHWEIR SONS INC. 89 SULLIVAN AVENUE PROJECT ANAL YSIS - ZONE. "I" INDUSTRIAL PROPOSED USE: COMMERCIAL BAKERY, NO RETAIL ON S17E (BY PERMITTED USE PER SECT70N 6.1.2.1 OF THE ZONING REGULARONS) ITEM REQUIRED / PERMITTED PROPOSED LOT AREA 20,000 SQ.FT. MINIMUM 136,117 SQ.FT. = 3.125 ACRES LOT WID7H 100 FEET MINIMUM 367.7' ALONG COMMERCE WAY 355.0' ALONG SULLIVAN AVENUE LOT DEPTH 150 FEET MINIMUM 360'.f FRONT YARD 35 FEET MINIMUM 138.2' (COMMERCE WAY) 36.8' (SULLIVAN AVENUE) SIDE YARD 10 FEET MINIMUM 14.0' (FROM EAST PROPERTY LINE) 159.5' (FROM NORTH PROPERTY LINE) REAR YARD 25 FEET MINIMUM CORNER LOT - NONE REQUIRED NUMBER OF STORIES 2 STORIES MAXIMUM 1 STORY BUILDING HEIGHT 40 FEET MAXIMUM 22'f LOT COVERAGE 509 MAXIMUM 22.19 IMPERVIOUS COVERAGE 657. MAXIMUM 56.57o PARKING 1 SPACE / 700 SQ.FT. (MANUFACTURING) 50 ACTIVE SPACES, 10 TRUCK SPACES 4.5 SPACE / 1000 SQ.FT. (OFFICE) (60 SPACES TOTAL) INCLUDES 2 HANDICAPPED SPACES CAL CULA770N. 28,242 / 700 = 40.3 OR 41 SPACES 4.5 x 1, 813 / 1,000 = & 16 OR 9 SPACES FINAL PLANS I 41 + 9 = 50 TOTAL REQUIRED -`:TOWN OF SOUTH WINDSOR %AUTHORIZED SIGNATURE DATE: `�/ �$1 • APPLICANT AND CONTACT PERSON MASSCONN DISTRIBUTERS CPL, 1 NC. C/O MR. BRIAN HASTINGS 365 RYE STREET BROAD BROOK, CONNEC77CUT 06016 TEE. # (860) 280-5233 OR KRIS VEN77JRA (413)-427-5444 P: S99169 D: 1399169KY FC LDER: KIDCO FILE_: MASSCONIA %l 36" FL IN=64.10 I I I I 1070 SANITARY SEWER I I ----S-----------s----so------- SAN. MH 7F=76.16 8"0 WATER MAIN F W l.=7251 C6 TF= 75.16 I.I III I I w COMMERCE WAY L---------- s------------ FL=72.39f w m " ib ! L lN=69.TJU j FL OUT=65.115 36" FL IN=65.35 I t 12" FL IN= 7.2.75 —s--------------------�--------S---- s� II II / :AN. MH - — — S 7F=79.04 wv MG FL= 71.94 m mwe wv WG I I I I❑ C8 7F= 79.33 I ISNET ,45261 I I I Z Q ;AS 'AINT MARK � J LEGEND ^ MIRAFI FABRIC FENCE x 160.0 EXISTING SPOT GRADE EXIS77NG CONTOUR 160.0 PROPOSED SPOT GRADE rs0 PROPOSED CONTOUR ===> GRADE TO DRAIN Ill M.S. CONCRETE MERESTONE TO BE SET BY DEVEL(PER 01•P IRON PIN TO BE SET BY DEVELOPER F PROPOSED FIRE SERVICE AND D DOMES77C WATER (SIZE TO BE DETERMINED BY OTHERS) NOTE- FINAL DETERMINATION OF WATER, FIRE AND DOMES77C WATER SERVICE MATERIALS, INCLUDING BUT NOT LIMITED TO, FIT77NGS AND METER, SHALL BE COORDINATED WITH THE WATER COMPANY S PROPOSED SANITARY SEWER LATERAL (BY GRAVITY) G PROPOSED GAS SERVICE PR —UT PROPOSED UTILITY SERVICE MIRAFI FABRIC FENCE TO BE INSTALLED PRIOR TO ANY SITE CONSTRUCTION QRIP —RAP PLUNGE POOL PROPOSED LIGH77NG EXTERIOR LIGHTING.• ■ BOLLARD LIGHT 4 LIGHT AND POLE NOTES— SEE PLAN BY LSI FOR LIGH77NG PLAN PROPOSED LIGHTS SHALL BE SHIELDED TO CONFINE ILLUMINA77ON TO THE SUBJECT SITE. 25' WIDE DRAINAGE RIGHT OF WAY IN FAVOR OF THE STATE OF CONNECTICUT 78.03 �3 IET #724 1. MH (EXIST.) 77.70 71.55 SAN. ---------© D MONUMENT SIGN 'OUND LIGHTS LL CONFORM TO APPLICABLE 'EGULA 77ONS APPLICANT AND CONTACT PERSON MASSCONN DISTRIBUTERS CPL, INC. C/O MR. BRIAN HAS77NGS J65 RYE STREET BROAD BROOK, CONNECTICUT 06016 TEL. # (860) 280-52JJ OR KRIS VENTURA (413)-427-5444 GRAPHIC SCALE 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. THE LOCATIONS OF UNDERGROUND UTIL17ES ARE APPROXIMATE AN ALL UTIL17ES MAY NOT BE SHOWN. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL CALL 1-800-922-4455 AND HAVE UTILITIES MARKED ON THE GROUND. 80 HYDRANT P: S99169 D: S99169Vv'S (I AYnl1T) F)LDER:I<IDCO FILE_: SCSI 7A--I<Inrp N/F D&L CARON LLC N/F TO WN OF SOU TH WINDSOR HYDRANT wv WG 10 D4 GUY 1,609,0 511�.T_1 - S 20*45'15" W 38761' (TOTAL) \ w, - INFILTRATOR UNITS -------_ BOTTOM = 62.0 80-F BUFFER I3700' \ 250.61' \ o I (SEE DETAIL) -- ROM EXI G STREAM 78 10' SIDE YARD 78.8 \ j ; o \ ; I DOOR DOOR cr as 78.3 7F= 64.5 fE #1 ii Jo ro 78.8 co I \ o 6�� Oy I cl: W o t I m� ,\ ' r? ------ SHOULDER - Z w 75.6 /NFIL IRA TOR UNI IS ` CB #4 (SEE DETAIL) 1 \ ; i 54J5 I ; TF= 75.3 N ° o I PROPOSED BUILDING r, I ; 30, 055 SQ. FT EXIST.'WEADWALL L 45" FL=47.6-' °°°R 8 PROPOSED BUILDING 0' (TYp) 16 FINISHED FLOOR ELEVA77ON = 79.5 PARKING REQUIREMENT (BY TOWN): ■ ��, \+ ;' ';, I 1 SPACE / 700 SQ.FT. (MANUFACTURING) 2' WIDE \ o \ p I RIDGE STONE DRIP EDGE 4.5 SPACE / 1000 SQ. FT. (OFFICE) CAL • srgRr�'wl I , \\ �', \ ; I � � `` 4 28,242 / 700 = 40.3 OR 41 SPACES 78 ■ \ TF=5.3 , I 76.04 FL=4Y,59 l ;;' 4.5 x 1 813 / 1 000 = 8.16 OR 9 SPACES , (LbCA710IJ, Gf?9DE $, FL NOT FIELD VERIFIED) RL ,#2 - 41 + 9 - 50 TOTAL REQUIRED \ I I I C '� PARKING PROVIDED= 50 ACTIVE SPACES 10 TRUCK SPACES SAN. FL=75.50 C' c' I I ■ I i CB 3 60 SPACES (TOTAL) S IF= 75.1 _-----r - -- i (50 SPACES WILL BE FOR CARS) SAN. FL=75.50 I I I i S I I 75.4 DOOR DOOR RL #1 DOOR LOT 8 I I I y I 76.6 SOILD 8' TALL �\\\ ■ 36.8' I I PROP. BOLLARDS CARDBOARD DUMPSTER 79.5 VINYL FENCE �` 78.8 N/F DANIEL & MARIE ONOFRIO GENERATOR AND - -- ----- - - -- ---- F 48 COMMERCE WAY J I '1 o I TRANSFORMER PAD TRASH I DUMPS7ER °J I I I I oa I 7B � 1r0 75.2 � • 75.3 a I I I I I c PROP. BOLLARDS (TYR) PICNIC STORM DRAINAGE EASEMENT IN FAVOR OF THE TOWN OF I I 2 I z I 75.5 DOOR TABLES C� PROP. 270 S SOUTH WINDSOR 75:::• I i I I o I / LOADING AREA DOOR FORCE LINE I I 76.2 ' I I SNET 1726 I.P. I I I I I I LEGEND ^ ^ MIRAFI FABRIC FENCE x 160.0 EXISTING SPOT GRADE EXISTING CONTOUR 160.0 PROPOSED SPOT GRADE r60 PROPOSED CONTOUR GRADE TO DRAIN EI M.S. CONCRETE MERESTONE TO BE SET BY DEVELC PER OI•P• IRON PIN TO BE SET BY DEVELOPER F PROPOSED FIRE SERVICE AND D DOMESTIC WATER (SIZE TO BE DETERMINED BY OTHERS) NOTE- FINAL DETERMINATION OF WATER, FIRE AND DOMESTIC WATER SERVICE MATERIALS, INCLUDING BUT NOT LIMI7ED T0, FIT77NGS AND METER, SHALL BE COORDINATED WITH THE WATER COMPANY S PROPOSED SANITARY SEWER LATERAL (BY GRAVITY) G PROPOSED GAS SERVICE PR -UT PROPOSED U77LITY SERVICE ^ MIRAFI FABRIC FENCE TO BE INSTALLED PRIOR TO ANY SITE CONSTRUC17ON ORIP -RAP PLUNGE POOL PROPOSED LIGHTING EXTERIOR LIGHTING. ■ BOLLARD LIGHT 4 LIGHT AND POLE NOTES- SEE PLAN BY LSl FOR LIGH77NG PLAN PROPOSED LIGHTS SHALL BE SHIELDED TO CONFINE ILLUMINA77ON TO THE SUBJECT SITE. SEE ARCH17EC77JRAL PLANS AND LSI PLANS FOR LOCA77ON OF LIGHTING ATTACHED TO PROPOSED BUILDING. SEE SHEET 5 FOR PLANT SCHEDULE NO TES - 1. THERE ARE NO WETLANDS ON THE SUBJECT PARCEL AS SHOWN ON A PLAN EN777LED - "OFFICIAL INLAND WETLANDS AND WATERCOURSES MAP TOWN 0-- SOUTH WTNDSOR HARTFORD COUNTY, CONNECTICUT 1984", SCALE 1 "=80' 2. TRAP HOODS ARE TO BE INSTALLED IN PROPOSED CATCH BASINS AND IN THE EXISTING CATCH BASIN LOCATED ON THE SUBJECT PARCEL. J. FOUR -FOOT (4) DEEP SUMPS SHALL BE PROVIDED IN PROPOSE) CATCH BASINS. 4. DURING CONSTRUCTION, AREA AROUND CATCH BASIN TOPS TO PE 76.5 DEPRESSED AND CATCH BASIN TOPS SHALL BE WRAPPED WITH ■ ■ J MIRAFI FABRIC. 7; r. I I I I CB #2 KALK 77.3 I I I 7s.5 TF= 74.6 755 J 5. MAINTAIN DUST CONTROL BY USE OF CALCIUM CHLORIDE AND/CR 7\I I I �� GAS WATER AT ALL 77MES DURING CONSTRUCTION. 76 7) 1PAINT MARK I I ` 7s 7 WE "C-L" CB (EXIST.) 6. ALL PROPOSED STORM DRAINAGE PIPES TO BE HI-Q PERFORA 'ED I I I ) TF 75.29 I I I I PIPE AS MANUFAC77JRED BY RANCOR, INC. ALL PIPE SHALL BE i FL N(=65.94 - I \ FL ST 65. 94 - - - - - - - - - - _ - - CLASS 1 PERFORA 170N WT 7H PERFORA 710NS FACING DOWN. A - - - 25' WIDE DRAINAGE RIGHT OF WAY 7ERRAFIBER FILTER SOCK TO BE PLACED AROUND PIPE. I I I I / I IN FA VOR OF THE 1 PROP. IF. 77 0 G� PAVEMENT TO BE FLUS!-1 V1/,117 ® STATE OF CONNECTICUT 7. TEST HOLE TO BE DUG IN THE AREA OF THE PROPOSED WA1Ei? WALK ALONG HANDICAP SPAi;ES TYI�� ------------------------------ -- ------ --- QUALITY BASIN TO INSURE DEPTH OF RESTRIC77VE LAYER. I( ---- ----WALK_ I I I I \ 77.^ 76.3 Ij fj �Q� 76.9 /GN 5.9 I ca 1F= 78. 0J I 7-L=G5.83 r<z o e.4 Q6- 770 I -- ----- - PROP. UNDERGROUND U77LITY SERVICES I - I PAl?K!I G SPA ;ES. u(;f`;' 7ELE., ELEC.. ETC. I j I ENCROACHING N �. SNET724 77.8 77.0 1 I GUY WIRE o I 1 I I o I W I I I I e o I 78.1 ------ - 77.0 I I SPA I i i I I i t YARD DRAIN #1 C)a I I I I 7. o �' TF= 76.5 I 78.2 �cs #1 I I i' Ij I c I I 7T4' RIDGE•'• i MONITOR MH (PROP.) - - 1 I / TF=78.ot (MATCH GRADE) I I I .. :....... i I; SAN. MH (EXIST.) F.L.=71.98 7F-77.70 35 I:..'.'.'.'.'.'.'.'.'.'.'.'.:.:..'7s.o. -� i { / o SAN. I,�r r I :.'::::::::::::::::::: 78 �i�9ti �55 70 F.L. PROP. = 71.88 I I I 79 I ' {- / iy -FCj s0. o - - - - - - - - - - - I I I I F79 iI Ii i II I i 7s.5 �__....80 y�PROPOSED qy EXIT SIGN �'NET I PROPOSED MONUMENT SIGN a SNET BERM sroRM MH- W7N GROUND LIGHTS _-------- ............ . ........TF=76.30 (6LNCI1MA11) I I I Dco FL (54')= 42.59 ' I I i I / .:.:.:.:.:.:.:.:.:.:.:.:. :.:.:.:':':.:.:.:.:.:':. \ PROPOSED ENTRANCE SIGN i ' �ti SIGN (FLs NOT VERIFIED) I I I-CONSTRUC770N .............. EN TRRANCE PAD .....................'............. I I _ I .... - -- r.50 I I I I.P. ;:" • •'•' SAN. LA 7ERAL- I I M.S._ l - N 20 20'00" E 330.60' (TOTAL) I + (FL NOT VERIFIED,) I _-_- ---- ............................ .. I I R. f - I i Q....... G G = �_-- r R 7T=77.50 - 2 ....................------- - I - / I I......................API?ROX'.�LOCA�7TON.�EXIST.'.'GAS'.'M' I -_ - - --. -� / F1.=74.40 :...... - ---- -- ----------------- --------------------------------7so5 ---- ---- - � - � �..0 R.C.P. 7 cs.--------------_-- -- ------------------------------------------------------------------------------------------ 36" FL IN=6°a.1n `� 77.9� -- -- ---- ------ ---- 78---- ----- J5u1 / COMMERCE WAY / 78.08 --'`- 76.22 76.60 � II 36" FL IN=65.3: 10"0 SANITARY SEWER I I '` 76.16 V II 12" FL IN=7.2.7.E �.^n SAN. MH ----S---------5--- $--------S-------L----------5-----------------S--------------------�-------S-------� 7T=79.04 SAN. MH FL=72.39± R II Wv WG FL=71.94 I F= 76.16 8"0 WA7FR MAP! W I � FL=7251 II - '--1;- W• W W W W wYN 1 F= 75.16 In CB TF=77.48 WG r ? I I lil I!I I;I 11'3t El j I � CB 7F= 79.33 N I z ISNET f5261 I I f IPROP. UNDERGROUND GAS SERVICE LP./I I PROP. 1,500 GALLON GREASE TRAP F.L. IN = 74.75 F.L. OUT = 74.50 70.1 1 PROP. PUMP CHAMBER ISEE DETAIL PROP. WATER SERVICES (FIRE AND DOMESTIC) I I I I SIGN SHALL CONFORM TO APPLICABLE ZONING REGULAT70NS APPLICANT AND CONTACT PERSON MASSCONN DISTRIBUTERS CPL, INC. CIO MR. BRIAN HAS77NGS 365 RYE STREET BROAD BROOK, CONNEC77CUT 06016 TEL. # (860) 280-5233 OR KRIS VEN77JRA (413)-427-5444 STORM DRAINAGE SCHEDULE.- STORM DRAINAGE SCHEDULE.• Y.D. ,j C.B. 3 T.F. = 75.50 T.F. = 75.10 F.L. OUT = 72.00 F.L. OUT = 71.60 Y.D. #1 TO EXIST. "C-L " C.B. C.B. #3 TO C. B. #4 67' - 10"0 HI-Q ® 0.507. 90' - 1070 HI-0 @ 0.509 R. L. f C.B. F.L. OUT = 73.80 T.F. = 75.30 F.L. IN = 71.15 R.L. #1 TO EXIST. "C-L" C.B. F.L. OUT = 71.15 94' - 1070 HI-Q ® 0.509 C.B. #4 TO F.E. ,1 C.B. 1 44' - 1070 CORR. H.D.P.E. ® 16.,?590 T. F. = 75.30 F.L OUT = 71.80 FE �fl F.L. = 64.00 C.B. #1 TO EXIST. "C-L" C.B. 109' - 1070 Hl-Q @ 0.5= FE 2 FL. OUT = 65.00 C.B. T.F.=74.60 F.E. #2 TO EXIST. STM. M.H. F.L. OUT = 71.10 82' - 18"0 CORR. H.D.P.E. @ 4.6 7 C.B. #2 TO EXIST. "C-L " C.B.LZ L. #2 96' - 1070 Hl-Q @ 0.50% F.L. OUT = 72.00 EXIST. "C-L" C.B. R.L. #2 TO EXIST. S7M. M.H. T.F. = 75.29 162' - 1070 CORR. H.D. P. E. @ 6., 39 PROP. T.F. = 7ZOO EXIST. SThf. M.H. F.L. 10"0 IN (W) = 71.66 T.F. = 65.30 F.L. 10"0 IN (S) = 73.33 F.L. IN 1070 = 61.72 F.L. 10"0 IN (E) = 70.62 F.L. IN 1870 = 61.22 F.L. 10"0 IN (N) = 71.25 F.L. OUT (EXIST.) = 4Z59 F.L OUT (EXIST.) = 65.94 GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. THE LOCATIONS OF UNDERGROUND UTILITIES ARE APPROXIMATE AN ALL UTILITIES MAY NOT BE SHOWN. PRIOR TO CONSTRUCTI0N, CONTRACTOR SHALL CALL 1-800-922-4455 AND HAVE UTILITIES MARKED ON THE GROUND. 80 HYDRANT RP P: 5 P9169 D S(Gpl69WS )LDEr:I<IDCO FILE: SCELZA--KIDCO 36" FL 1N 1010 SANITARY SEWER I SAN. MH FL=72.39f 7F=76.16 810 WA7ER MAIN I i FL=72.51 CB TF= 75.16 �1I COMMERCE WAY to rL u.=oy.ov OUT =66.15 a 36" FL /N=65.35 Ci 92" FL 1N=72.75 SAN. MH 7F=79.04 Wv WG FL=71.94 —_ -- CB 7F=77.48 M WG wv WG II II II II II I I CB 7F=79.33 ROP. UNDERGROUND "AS SERVICE '. 1,500 GALLON ASE TRAP IN = 74.75 OUT = 74.50 '. PUMP CHAMBER DETAIL WATER SERVICES AND DOMESTIC) J W Q Q 'MARK V- � 11) N EXTERIOR LIGHTING. 0 BOLLARD LIGHT 4 LIGHT AND POLE NOTES— SEE PLAN BY LSI FOR LIGHTING PLAN PROPOSED LIGHTS SHALL BE SHIELDED TO CONFINE ILLUMINATION TO THE SUBJECT SITE. SEE ARCHITECTURAL PLANS AND LSI PLANS FOR LOCATION OF LIGHTING ATTACHED TO PROPOSED BUILDING. ' WIDE DRAINAGE RIGHT OF WAY FAVOR OF THE 4 TE OF CONNEC77CUT I (EXIST.) '0 5 SAN. MH V. = 71.88 ONUMENT SIGN ID LIGHTS CONFORM TO APPLICABLE ILA 77ONS APPLICANT AND CONTACT PERSON MASSCONN DISTRIBUTERS CPL, INC. C/O MR. BRIAN HAS77NGS 365 RYE STREET BROAD BROOK, CONNEC77CUT 06016 TEL. # (860) 280-5233 OR KRIS VENTURA (413)-427-5444 SEE SHEET 5 FOR PLANT SCHEDULE GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. THE LOCATIONS OF UNDERGROUND UTILITIES ARE APPROXIMATE AN ALL UTILITIES MAY NOT BE SHOWN. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL CALL 1-800-922-4455 AND HAVE UTILITIES MARKED ON THE GROUND. 80 HYDRANT P: S99169 D: S99169VIS FC,LDER: KIDCO FILE: SCELZA--MI)CO PLANT SCHEDULE - NOTES- 1. AREA OF SUBJECT PARCEL = 136,117 SQ.FT. = 3.125 ACRES 2. PARCEL IS ZONED "I" INDUSTRIAL. 3. SUBJECT PARCEL IS SHOWN AS "PARCEL B" AND "LOT 9" ON PLAN ENTITLED - 'PLOT PLAN JOHN FITCH INDUSTRIAL CENTRE SULLIVAN AVENUE SOUTH WINDSOR, CONN. LUCEK ENGINEERING ASSOC. INC. SCALE 1"=40' Il A A A A nr Tn A n nQ nl IrrT n nr C» JUIV UHItJ IV`-y-ODbnEEI LUr oUHIt I-II-aUCrVIiAP THERE HAS BEEN TWO "TAKINGS" BY THE STATE OF CONNECTICUT ALONG SULLIVAN AVENUE. THE FIRST IS REFERRED TO AS "PARCEL B" IN STATUTORY FORM WARRANTY DEED VOLUME 574 PAGE 144 AND IS SHOWN ON A PLAN ENTITLED - "PROPERTY TO BE CONVEYED BY JFI ASSOCIATES, INC. TO STATE OF CONNECTICUT SULLIVAN AVENUE CONN. RTE. 194 SOUTH WINDSOR, CONNECTICUT SCALE 1"=40' MARCH 9, 1989 PREPARED BY LUZZI ENGINEERING & SURVEYING 412 WEST AVON ROAD AVON, CONNECTICUT" THE SECOND TAKING IS DESCRIBED IN WARRANTY DEED STATUTORY FORM VOLUME 809 PAGE 18 AND IS SHOWN ON A PLAN ENTITLED - "TOWN OF SOUTH WINDSOR MAP SHOWING LAND ACQUIRED FROM JFI ASSOCIATES, INC:. BY THE STATE OF CONNECTICUT TRAFFIC VPERA I I VNAL IMPRO VEMEIV I AT U.S. ROUTE 5 & CONN. ROUTE 194 (SULLIVAN AVENUE) INTERSECTION SCALE 1 "=40' October 1993 JAMES F. BYRNES, JR. - TRANSPORTATION CHIEF ENGINEER BUREAU OF ENGINEERING AND HIGHWAY OPERATIONS" TOWN NO. 132, PROJECT NO. 132-116, SERIAL NO. 3 SHEET 1 OF 1, REVISED 3-30-94" 4. EXISTING TOPOGRAPHY HAS BEEN FIELD VERIFIED BY ALFORD ASSOCIATES, INC. AND IS BASED ON METROPOLITAN DISTRICT CONTROL DATUM. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL VERIFY THE LOCATION AND EL EVATION OF EXISTING UTILITIES IN COMMERCE WAY. 5. THERE ARE NO WETLANDS ON THE SUBJECT PARCEL AS SHOWN ON A PLAN ENTITLED - "OFFICIAL INLAND WETLANDS AND WATERCOURSES MAP TOWN OF SOUTH WINDSOR TITHART FORD COUNTY, CONNECTICUT 19814 » , SCALE A1 " =afVl 6. NO ZONING VIOLATIONS, WITH RESPECT TO LOCATION OF PROPOSED BUILDINGS, IF ERECTED AS SHOWN. 7. ALL CONSTRUCTION SHALL CONFORM TO THE STANDARDS OF THE TOWN OF SOUTH WINDSOR. 8. UNSPECIFIED CONSTRUCTION SHALL BE IN CONFORMANCE WITH "THE STATE OF CONNECTICUT DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR nnAMCI lrIMfNl AAIM INrlIMEN-rA1 n/\AIC-Tr')IInTi^lkl" r*nMkt OiAA ATCC`T Cr\ITInAI ) HIWV1`1lLIVIV,CW DRUl7EJ 4 Uf\ - AND TOWN OF SOUTH WINDSOR PUBLIC IMPROVEMENT SPECIFICATIONS, TOWN OF SOUTH WINDSOR ZONING REGULATIONS, AND CONNECTICUT LANDSCAPE CONTRACTORS ASSOCIATION'S "STANDARD SPECIFICATIONS FOR PLANTING TREES, SHRUBS, VINES ETC.". 9. NOTIFY TOWN ENGINEER PRIOR TO ANY CONSTRUCTION. 10. ALL PROPOSED UTILITIES SHALL BE UNDERGROUND. 11. FINAL LOCATION OF UTILITIES SERVING PROPOSED BUILDING SHALL BE DETERMINED BY THE APPROPRIATE UTILITY COMPANIES. 12. MATERIAL THICKNESSES SPECIFIED ARE COMPACTED THICKNESSES. 13. PROPOSED CURBING SHALL BE 6" HIGH BITUMINOUS CONCRETE BERMS,. 14. PROPOSED PAVEMENT SHALL MAKE A SMOOTH TRANSITION WITH EXISTING PAVEMENT. 15. ROUND TOPS AND TOES OF ALL PAVED AND PLANTED SLOPES. 16. CONTRACTOR SHALL VERIFY LAYOUT DIMENSIONS. ANY DISCREPANCIES SHALL BE REPORTED TO THE DESIGN ENGINEER PRIOR TO CONSTRUCTION. 17. PROPOSED PLANTING BEDS SHALL BE EXCAVATED TO A DEPTH OF 12" AND FILLED WITH A MIXTURE OF 80% TOPSOIL AND 20% PEAT MOSS. ALL PLANTING BEDS SHALL BE MULCHED WITH 4" OF WOOD CHIPS OR PINE BARK MULCH. 18. ADJUSTMENTS IN THE LOCATION AND/OR NUMBER OF PROPOSED PLANTS MAY BE NECESSARY DUE TO FIELD CONDITIONS. SUCH ADJUSTMENTS SHALL BE APPROVED BY THE DESIGN ENGINEER AND THE TOWN PLANNER. 19. SUBSTITUTION OF SPECIES IN THE PLANT SCHEDULE MAY BE MADE WITH THE APPROVAL OF THE DESIGN ENGINEER AND THE TOWN PLANNER. 20. PROPOSED LOCATION AND NUMBER OF LIGHT FIXTURES MAY HAVE TO BE ADJUSTED BASED ON ACTUAL FIXTURE CHOSEN. PROPOSED LIGHTS SHALL BE SHIELDED TO CONFINE ILLUMINATION TO THE SUBJECT SITE. 21. PARKING SPACES SHALL BE DELINEATED WITH 4" WIDE STRIPES OF WHITE TRAFFIC PAINT. 22. HANDICAPPED PARKING SPACES SHALL BE SIGNED IN ACCORDANCE WITH THE STATE OF CONNECTICUT BASIC BUILDING CODE. 23. ALL SIGNS SHALL CONFORM TO THE APPLICABLE ZONING REGULATIONS. 24. MAINTAIN DUST CONTROL BY USE OF CALCIUM CHLORIDE AND/OR WATER AT ALL TIMES DURING CONSTRUCTION. 25. THE SUBJECT PARCEL IS OUTSIDE OF THE 100-YEAR FLOOD BOUNDARY AS SHOWN ON A PLAN ENTITLE - "NATIONAL FLOOD INSURANCE PROGRAM, FLOODWAY FLOOD BOUNDARY AND FLOODWAY MAP, TOWN OF SOUTH WINDSOR, CONNECTICUT, HARTFORD COUNTY, PANEL 6 OF 9, COMMUNITY -PANEL NUMBER 090036 0006 B, EFFECTIVE DATE: MAY 1, 1980, U.S. DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT, FEDERAL INSURANCE ADMINISTRATION". 26. MAXIMUM CUT OR FILL SLOPE IS 3: 1. 27. ALL UNSUITABLE MATERIAL DISCOVERED DURING CONSTRUCTION SHALL BE REMOVED IN A SUITABLE MANNER. 28. UNDERGROUND STORAGE TANKS ARE NOT PERMITTED ON THE SITE. 29. ALL TRENCH/FLOOR DRAINS ARE TO BE CONNECTED TO THE SANITARY SEWER USING OIL/ WATER SEPERATOR LOCATED WITHIN THE BUILDING. SEE ARCHITECTURAL PLANS FOR DETAILS. 30. REGULAR TESTING OF WASTE DISCHARGE/EFFLUENT WILL BE REQUIRED BY AN INDEPENDANT TESTING LABRATORY. EROSION AND SEDIMEN TA TION CONTROL NARRATIVE- 1. THE SITE IS A 3.125 ACRE PARCEL LOCATED AT THE NORTHEAST CORNER OF THE INTERSECTION OF SULLIVAN AVENUE AND COMMERCE WAY, IN SOUTH W/NDSOR, CONNEC77CUT. APPROXIMATELY HALF OF THE PARCEL, ADJACENT TO SULLIVAN AVENUE, IS AN OPEN FIELD. THE OTHER HALF HAS SCRUBBY GROWTH ADJACENT TO COMMERCE WAY AND MATURE TREES LOCATED TOWARDS THE REAR. THE ARE NO WETLANDS LOCATED ON THE PARCEL. 2. THE PROPOSAL IS FOR A FOOD PREPARA77ON FACILITY. J. THE MAJOR CONSTRUCTION AC77W77ES WILL CONSIST OF ONE BUILDING, TOTALING APPROXIMATELY 30,055 SQUARE FEET. 07HER CONSTRUCTION AC77W77ES INCLUDE DRIVES, PARKING AREAS, STORM DRAINAGE AND ASSOCIATED U77LI77ES NECESSARY FOR THE FACILITY. 4. CONSTRUCTION WILL BE DONE IN ONE PHASE. THIS WILL INCLUDE THE BUILDING AND ALL OF THE PAVEMENT AREAS. 5. THE ANTICIPATED START OF CONSTRUCTION WILL BE IN THE WIN7ER OF 2004, WITH FINAL COMPLETION W/7HIN APPROXIMATELY 6 MONTHS. SEQUENCE OF CONSTRUCTION - A. INSTALL FILTER FENCE ALONG AREAS TO BE DISTURBED. B. STUMP AND REMOVE UNSUITABLE MATERIAL TO OFF-SI7F C. STRIP TOPSOIL. THIS MATERIAL IS TO BE STOCKPILED AND EXCESS REMOVED FROM THE SITE D. INSPECT FILTER FENCES AND%OR MAINTAIN IU INSURE FILILM FENCES ARE IN PROPER WORKING CONDITION. E. INSTALL TEMPORARY EROSION CONTROL MEASURES FOR STOCKPILED MATERIAL. USE FILTER FENCE AROUND PILES, NETTING TO COVER PILES, AND/OR TEMPORARY VEGETA77ON IF PILES ARE TO REMAIN IN PLACE FOR EXTENDED PERIODS OF TIME. F. CONSTRUCT BUILDING. G. INSTALL PLANT MATERIAL. LOAM AND SEED FOR PERMANENT COVER. IF PERMANENT COVER IS NOT DESIRABLE AT THE TIME OF SEEDING, USE TEMPORARY SEEDING COVER PER VEGETA77VE COVER SCHEDULE. H. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLATION AND MAINTENANCE OF EROSION CONTROL MEASURES DURING CONSTRUCTION. 1. 774E OWNER SHALL BE RESPONSIBLE FOR 77-IE MAINTENANCE OF PLANTED AREAS AFTER CONSTRUCTION. GENERAL NOTES - 1. LAND DISTURBANCE TO BE KEPT TO A MINIMUM. 2. GRADED AREAS TO BE LOAMED AND SEEDED AS SOON AS POSSIBLE AFTER CONSTRUCTION WORK IS COMPLETED. J. SEDIMENT REMOVED FROM CONTROL STRUCTURES SHALL BE DISPOSED OF IN A MANNER WHICH IS CONSISTENT W/774 THE INTENT OF THIS PLAN. 4. 774E EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CONSIDERED AS MINIMUM REQUIREMENTS ADDIT70NAL MEASURES MAY BE REQUIRED AT DIRECTION OF THE TOWN STAFF. 5. ONCE VEGETA 77ON IS ESTABLISHED AND SITE IS STABILIZED, FILTER FENCE SHALL BE REMOVED. STORM DRAINAGE MAINTENANCE SCHEDULE - MAINTENANCE OF 174E ON -SITE STORM DRAINAGE SYSTEM IS THE RESPONSIBILITY OF THE OWNER OF THE PROPERTY. MAINTENANCE SCHEDULE. ° TO BE PERFORMED YEARLY - IN THE SPRING, AFTER THE SNOWFALL, THE PARKING LOT SHALL BE SWEPT OF SAND AND DEBRIS. - CATCH BASIN SUMPS TO BE CLEANED. - ACCUMULATED SAND, DIRT AND DEBRIS SHALL BE DISPOSED OF OFF -SITE IN A PROPER MANNER. - ALL STORM DRAINAGE STRUCTURES AND LINES SHALL BE KEPT IN PROPER WORKING CONDITION. VEGETA TI VE COVER SCHEDULE - ALL DISTURBED AREAS NOT PAVED OR LANDSCAPED SHALL BE LOAMED WITH 4" MINIMUM OF TOPSOIL. SEED AS INDICATED BELOW. CONDITION SOIL WITH FERTILIZER AND LIMESTONE AS INDICATED BY SOIL TEST. PERMANENT VEGETATIVE COVER: SEEDING DATES: APRIL 1 TO JUNE 15 & SEPTEMBER 1 TO OCTOBER 15 LAWN AREAS: USE THE FOLLOWING MIXTURE OR EQUAL AS APPROVED BY DESIGN ENGINEER: KENTUCKY BLUEGRASS 45% CREEPING RED FESCUE 45% PERENNIAL RYEGRASS 10% APPLY 1-3 LBS./1000 S.F. SLOPES: USE THE FOLLOWING MIXTURE OR EQUAL AS APPROVED BY DESIGN ENGINEER: CREEPING RED FESCUE 46.6% REDTOP 4.8% TALL FESCUE 47.6% APPLY 1.1 LBS./1000 S.F. OR NE US WILDFLOWER SEED MIXTURE 50.0% CHEWING FESCUE 25.0% SHEEP FESCUE 25.0% APPLY AT 6 LBS./ACRE TEMPORARY VEGETATIVE COVER: SEEDING DATES: MARCH 1 TO JUNE 15 & AUGUST 1 TO OCTOBER 15 USE THE FOLLOWING SEED OR EQUAL AS APPROVED BY DESIGN ENGINEER - ANNUAL RYEGRASS 100% APPLY 1 LB./1000 S.F. IF FINAL GRADING IS FINISHED TOO LATE IN THE SEASON FOR ESTABLISHMENT OF VEGETATIVE COVER, AREAS DISTURBED TO BE ROUGH GRADED, COVERED WITH HAY MULCH, THEN TENT CLOTH PLACED ON TOP OF HAY. TENT CLOTH TO HAVE A MINIMUM OF 12" OVERLAP AT SEAMS. STAKE ALL CORNERS AND AT INTERVALS OF 10' IN EACH DIRECTION. NOTES. 1. PROPOSED PLANTING BEDS SHALL BE EXCAVATED TO A DEPTH OF 12" AND FILLED WITH A MIXTURE OF 807. TOPSOIL AND 207o PEAT MOSS. ALL PLANTING BEDS SHALL BE MULCHED WITH 4" OF 3/4" STONE, WOOD CHIPS OR WOOD BARK MULCH. 2. ADJUSTMENTS IN THE LOCA77ON AND/OR NUMBER OF PROPOSED PLANTS MAY BE NECESSARY DUE TO FIELD CONDITIONS. SUCH ADJUSTMENTS SHALL BE APPROVED BY THE DESIGN ENGINEER AND THE TOWN PLANNER. J. SUBS77TU77ON OF SPECIES IN THE PLANT SCHEDULE MY BE MADE WITH THE APPROVAL OF THE DESIGN ENGINEER AND 774E TOWN PLANNER. 4. IF ANY DISCREPANCIES OCCUR BETWEEN THE AMOUNTS SHOWN IN THE PLAN AND THE PLANT LIST, THE PLAN SHALL DICTA7F SYMBOL QUANTITY COMMON NAME BOTANICAL NAME MINIMUM SIZE AGLO 4 RHODODENDRON HYBRID 'ALGO' RHODODENDRON HYBRID 'ALGO' 3 GALLON AR 4 RED SUNSET MAPLE ACER RUBRUM 'RED SUNSET' 2"- 2 1/2" CALIPER AS 3 GREEN MOUNTAIN SUGAR MAPLE ACER SACCHARUM 'GREEN MOUNTAIN' 2"- 2 1/2" CALIPER BSS 4 DWARF ENGLISH BOXWOOD BUXUS SEMPERVIRENS 'SUFFRU77COSA' 2 GALLON C 1 FLOWERING PEAR CALLERYANA 'CLEVELAND SELECT' 1 1/2" - 2" CALIPER '/ 'I r-1 /rl A A/C1 ncl rn rl l/LC VGLH/YU )ELCL, I GROWTH RATE MATURE HEIGHT / SPFEAD MEDIUM 4'-6' / 6' MEDIUM -FAST 50'-60' / 40' SLOW -MEDIUM 50'-75' / 45' SLOW 2 -3' / 4'-5' FAST 30'-50' / 25' CF 4 WHITE FLOWERING DOGWOOD CORNUS FLORIDA 1 1/2" - 2" CALIPER MEDIUM 25' / 25' CFR 2 PINK FLOWERING DOGWOOD CORNUS FLORIDA RUBRA 1 1/2" - 2" CALIPER MEDIUM 25' / 25' CK 7 KOUSA DOGWOOD CORNUS KOUSA 1 1/2" - 2" CALIPER SLOW -MEDIUM 15'-25' / 25' DG 4 NIKKO DWARF DEUTZIA DEUTZIA GRACILL/S 'NIKKO' 2 GALLON SLOW 2'-4' / 2'-4' GT 4 qww INF NnNFYI n(`I LST GI FUTSIA 7RIACANTHOS INERMIS 'SKYLINE' 2'- 2 1/2" CALIPER FAST 40'-45' / 45' HM 3 BIG LEAF HYDRANGEA HYDRANGEA MACROPHYLLA 3 GALLON FAST 3'-6' / 3'-6' CHOOSE FROM AVAILABLE VARIE77ES HS 1 ROSE OF SHARVN HIBISCUS SY'RIAI.US Zl /l TA/ / .7 - . I/iLL llt nfl/1/ rAnT mcl/Ivm-rriol Ol 4^1 / Cl Ol o -Iv / o -o CHOOSE FROM AVAILABLE VARIE77ES lM 2 'BLUE PRINCESS' BLUE HOLLY ILEX X MESERVEAE 'BLUE PRINCESS' 15" - 18" SLOW -MEDIUM 8 -12' / 8' IMP 1 'BLUE PRINCE' BLUE HOLLY ILEX X MESERVEAE 'BLUE PRINCE' 15" - 18" SLOW -MEDIUM 8'-12' / 8' NOTE- 07HER AVAILABLE VARIETIES OF BLUE HOLLY MAY BE SUBS77TUTED JC 4 SEA GREEN JUNIPER JUNIPERUS CHINENIS 'SEA GREEN' 2 GALLON MEDIUM 4' / 4' JS 9 BLUE STAR JUNIPER JUNIPERUS SQUAMATA 'BLUE STAR' 2 GALLON SLOW 2' / 2' MK 1 ROYAL STAR MAGNOLIA MAGNOLIA KOBUS S7FLLATA 'ROYAL STAR' 4' - 5' TALL SLOW 25' / 35' PA 23 NOR WAY SPRUCE PICEA ABIES 6' - 7' TALL MEDIUM -FAST 60' / 25' PAN 2 BIRD'S NEST SPRUCE PICEA ABIES 'NIDIFORMIS' 2 GALLON SLOW 2' / 4' PG 3 DWARF ALBERTA SPRUCE PICEA GLAUCA 'CONICA' 24" - 30" TALL SLOW 10' / 5' PH 6 PATRIOT HOSTA HOSTA 'PATRIOT' 2 GALLON FAST 2' / 2' Pi 13 JAPANESE ANDROMEDA P/ERIS JAPONICA 'MOUNTAIN FIRE' 24" - 30" TALL SLOW 6'-8' / 6' 'MOUNTAIN FIRE' PJM 8 PJM RHODODENDRON RHODODENDRON 'PJM' 3 GALLON MEDIUM 4'-6' / 6' PM 4 DOUGLAS FIR PSEUDOTSUGA MENZIESII (TAXIFOLIA) 6' - 7' TALL MEDIUM 50-100' / 20' PP 2 COLORADO BLUE SPRUCE PICEA PUNGENS 6' - 7' TALL SLOW -MEDIUM 50-75' / 25' PS 3 KWANZAN CHERRY PRUNUS SERRULATA KWANZAN 1 1/2" - 2" CALIPER MEDIUM 30-35' / 40' (HIGH BRANCHED) RA 23 EVERGREEN AZALEA AZALEA 3 GALLON SLOW -MEDIUM 3' / 3' NOTE- IF THERE IS A GROUPING OF AZALEAS, KEEP THE SAME VARIETY Wl7HIN THE GROUP SV 1 COMMON OR SYR/NGA VULGARIS 5 GALLON MEDIUM 8'-15' / 6'-12' FRENCH HYBRID LILAC CHOOSE FROM AVAILABLE VARIE77ES VPS 6 SHASTA VIBURNUM VIBURNUM PLICA77JM 'SHASTA' 24"-30" TALL MEDIUM 6' / 12' VP 14 DOUBLEFILE VIBURNUM VIBURNUM PLICATUM TOMENTOSUM 24"-30" TALL MEDIUM 10' / 12' ZS 6 ZELKOVA ZELKOVA SERRATA 2"- 2 1/2" CALIPER FAST 40'-45' / 40' GREEN VASE OR VILLAGE GREEN IS 16 THUJA THUJA OCCIDENTALIS 'SMARAGD' 5'-6' B&B MEDIUM 15' / 4' EMERALD GREEN ARBORVITAE PLANTING DETAIL NOT TO SCALE PLANTING NOTE PLACE TOPSOIL MIXTURE IN BOTTOM OF HOLE AND SATURATE. AFTER PLACING PLANT, WORK TOPSOIL MIXTURE CAREFULLY AROUND ROOT BALL AND THEN SATURATE. WHEN HOLE IS ONE HALF FULL OF MIXTURE, SATURATE AGAIN. FILL HOLE COMPLETELY WITH TOPSOIL MIXTURE AND SATURATE AGAIN. FINISHED GRADE SELECTIVELY PRUNE pSHRUBS SYI►ABRANCHES TOPSOIL AND MANURE 12 N TREES WITH A DIAMETER LESS THAN 2 1/2" CAL. SHALL BE STAKED WITH 2 EQUALLY SPACED STAKES AROUND THE TREE STAKES SHALL BE UNIFORM IN HEIGHT AND FASTENED TO EACH TREE AT ABOUT 5 BY MEANS OF TWO - STRANDS OF TWISTED #10 GUAGE IRON WIRE. REMOVE BURLAP FROM TOP 1/3 OF BALL Ln SHRUB PLANTING DETAIL 3" MULCH (SEE PLANTING NOTES) N:u-n li. 6" -� TOPSOIL AND MANURE I N - i .I- 12" 12 TREE PLANTING DETAIL TREES WITH A DIAMETER OF 2 1 /2" CAL. AND GREATER SHALL BE GUYED WITH 3 EQUALLY SPACED WIRE AROUND THE TREE RUBBER HOSE BURLAP OR WATERPROOF WRAPPING MATERIAL TO SECOND BRANCHING. CROWN SET 2" BELOW THAT OF NURSERY SETTING. 18" WOODEN STAKE - PAINT OR FLAG TOP. i- FINISHED GRADE APPLICANT AND CONTACT PERSON MASSCONN DISTRIBUTERS CPL, IIIC. C/0 MR. BRIAN HAS77NGS 365 RYE STREET BROAD BROOK, CONNEC77CUT 06916 TEL. # (860) 280-5233 OR KRIS VENTURA (413)-427-5444 P: S99169 D: S99169KY FOLDER: KIDCO FILE: MASSCONN SNIINDSOR 0 TYPE `C' CA TCH BASIN NOT TO SCALE FRONT ELEVATION 2-#4X4'-0' TOP OF FRAME 3T CONCRETE UNIT T FRAME ELEVATION '-ONC. BLOCKS OR 3, 6" TO 12" ALL JOINTS TO BE JOINTED FLUSH Se FULL i 3T CONCRETE OR TE MASONRY UNITS ZED CONCRETE OR CAST SLUMP OR SL EQUAL) 3500 PSI 6" OF 3/4" CRUSH STONE 1 NW 1l-W. 1. MINIMUM COVER OVE SHALL BE 2'-0". 2. WALL THICKNESS SHALL BE SIDE ELEVATION SUFFICIENT TO MEET HS 20 LOADING. 3. WALL THICKNESS FOR STRUCTURES OVER 10' HIGH IS 12" FOR CONCRETE BLOCK UNITS. INSIDE DIMENSIONS REMAIN THE SAME. 4. ALL PIPES SHALL BE CUT FLUSH WITH INSIDE WALLS. 5. ALL BRICKS SHALL BE CONCRETE. "!11 TYPE C-LCA TCH BASIN - NOT TO SCALE 7- 1, - 67„ 1, - 67» 11„ 2„ 2" » I / PRE CAST CONCRETE UNIT ADJUST FRAME ELEVATION WITH CONC. BLOCKS OR BRICKS, 6" TO 12" 3 13„ 103» 103„14��_ 13„ 116 16 16 1616 316" 393„ ..• � A 2' - 83" �v ALL JOINTS TO BE 1 POINTED FLUSH & FULL j ��, M 116 PRE CAST CONCRETE OR CONCRETE MASONRY UNITS LL8' (MASONRY UNITS j<, PRE CAST SUMP OR SLAB (OR EQUAL) 3500 PSI / .d•. 1 ,. 6" OF 3/4" CRUSHED 8' 4' g' STONE 8' 3' 8' NOTES: 1. MINIMUM COVER OVER TOP OF PIPE FRONT ELEVATION 2. WALLALL THICKNESSOSHALL BE SIDE ELEVATION SUFFICIENT TO MEET HS 20 LOADING. 3. WALL THICKNESS FOR STRUCTURES OVER 10' HIGH IS 12" FOR CONCRETE BLOCK UNITS. INSIDE DIMENSIONS REMAIN THE SAME. 4. ALL PIPES SHALL BE CUT FLUSH WITH INSIDE WALLS. 5. ALL BRICKS SHALL BE CONCRETE HANDICAP SIGN NOT TO SCALE HANDI, CFPFEU , PARKING STATE PERMIT REQUIRED VIOLATORS WILL BE FD:ED DO STANDARD SIGN BLUE BACKGROUND WJTH WH17E SYMBOL AND LETTERING POST FINISHED GRADE BACKFILL 12" SQUARE CONCRETE BASE CONSTRUCTION ENTRANCE PAD NOT TO SCALE COMMERCE JNAY STORM DRAIN TRENCH DETAIL NOT TO SCALE DEPTH TO INVERT VARIES 6"MIN. I.D. + 2' 3' MIN. PROPOSED GRADE PAVEMENT SECTI❑N OR LANDSCAPING (SEE PLANS) DUMPSTER PAD DETAIL NOT TO SCALE WARNING TAPE - MIN. 12' MAX. 24' ABOVE PIPE APPROVED BACKFILL PLACED AND _ COMPACTED IN 12" LAYERS (❑R AS ❑THERWISE APPROVED) NO STONE LARGER THAN 3" SAND BEDDING PLACED AND -COMPACTED IN 6" LAYERS NO STONE LARGER THAN 1-1/2', MATERIAL SHALL MEET D,O.T. M2.05 BEDDING ON SUITABLE NATIVE MATERIAL OR 3/4' CRUSHED STONE BEDDING MATERIAL IN ROCK EXCAVATION OR IN UNSUITABLE MATERIAL AS DIRECTED BY THE ENGINEER. MATERIAL SHALL MEET D,❑.T, M.02.1 FOR 3/4' STONE, BACKFILL TO SPRINGLINE OF PIPE WITH 3/4" STONE WHEN USING P❑LYTHYLENE OR CPP PIPE TEMP ORAR Y PA IVEMEN T PA TCHING DETAIL NOT TO SCALE EXIST AW CUT AND SEAL JOINT WITH TACK COAT M 04.01 2' (COMPACTED) CLASS 2 BITUMINOUS -CONCRETE SURFACE COURSE (OR MATCH EXISTING, IF GREATER) M 04 '+•<•K°"'}!{. j} :%;r j' '' r^'v'c%s? :;;•%:: 7' (COMPACTED) PROCESSED TRAPROCK f Q:;:i ;' aa~��'i �v.� BASE.- M.05.01 .': 6' (COMPACTED) PROCESSED GRAVEL r"'' SUBASE OVER COMPACTED SUBGRADE (TRENCH BACK FILL) M.02- GRADE, B ,'. •'7•!y:.�.`.., (OR PROCESSED TRAPROCK) APPROVED BACK FILL PLACED AND COMPACTED IN 12, LAYERS (OR AS OTHERWISE APPROVED) 12, 12' NO STONE LARGER THAN 3' MIN. TRENCH MIN. WIDTH VARIES SEE TYPICAL NOTES TRENCH SECTION 1. ALL SA W CUT AIND SLALLD JlJI1Y 1 S TO BE EITHER PARALLEL WITH, OR PERPEN- DICULAR T0, THE CENTERLINE OF SECTION THEPI THE PIPE. 2. ALL MATERIALS ARE TO MEET FORM 814A, AS AMENDED BITUMINOUS CONCRETE LIP CURB SECTION NOT TO SCALE $rr ----ROAD BASE NOTESI TYPE 'K2"' BIT, CURB 1, TACK COAT TO BE APPLIED PRIOR TO CURB PLACEMENT AS REQUIRED BY TOWN. COATING TO BE APPLIED PER M 04r01,1d4 FORM 814 A FIL TER FABRIC EN IVEL OPE NOT TO SCALE CINDER BLOCK �- DOUBLE THICKNESS -- DOUBLE THICKNESS / / \ FILTER FABRIC ENVELOPE / / / FILTER FABRIC ENVELOPE 0�(�J0'0 0J000(�Q0000(�oQ000(�J0' CATCH BASIN I FILTER FABRIC CATCH BASIN ovo0o0.9ovo0ovo0ovo0o WITH BACHELD IN FILL TRENCH 00 p0o o 00 ro pGo �o pGo o Go O�O� / OV O�O 'C' TYPE CATCH BASIN 'Cl! TYPE CATCH BASIN o 0. 0 o 0. 0. 0 0 0 000 000 060 000 00 I) o*To, o ,c To,� FIL TER FABRIC FENCE - n00n00n00n„OnoO NOT TO SCALE O 000 000 G00 G00 00 SEDIMENT CONTROL SYSTEM PLAN 4" MINIMUM CONN. PLAN SECTION DOT 2" STONE 000 o0o o>� oC-0 00o FILTER FABRIC 4'-b" TALL WOODEN STAKE FILTER FABRIC .... I I NAIL OR STAPLE TO STAKE • • • ° ... IF NOT PRE -ASSEMBLED SECTION I•.E . . ' ' .. I t........' DIG TRENCH 6" MIN. DEEP, NOTE5: .'.'.'.'.I.'f'.'.'.'.'.'. .'.'.'.'.'.'�'.E.'.'.'.'.'.'. LAY IN FABRIC d BACKFILL L. THE PURP05E OF A STABILIZED GON5TRUCTION ENTRANCE 15 TO REDUCE 'I. [ ........... ....�. t..... ' THE TRACKING OR FLOWING OF SEDIMENT ONTO EXISTING PAVEMENT. 2. BEFORE CONSTRUCTION ENTRANCE INSTALLATION, THE AREA OF THE • • • • I • • • • • • • • I f • - • FLOW ENTRANCE SHOULD BE CLEARED OF ALL VEGETATION, ROOTS AND OTHER UNDESIRABLE MATERIAL. I I I I i 1-1 i 1-1 i 1- 5. THE ENTRANCE SHOULD BE MAINTAINED IN A CONDITION WHICH WILL IS USED, PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO EXI5TING PAVEMENT. DIMENSIONS MAY VARY WIIF PRE -ASSEMBLED SYSTEM I THIS WILL REQUIRE PERIODIC TOP DRESSING WITH ADITIONAL STONE MANUFACTURER. OR ADDITIONAL LENGTH AS CONDITIONS DEMAND. 5" 4000 P51 CONCRETE 611X6" 10/10 WWM 6" PROCESSED STONE COMPACTED STABLE SUB -BASE BITUMINOUS CONCRETE PA IVEM NOT TO SCALE 2" BIT. CC 2" BIT. GC 6 PROLE III -I I -I I -1 I -I 1-III-III-I I -� -� �_ - 6" BANK F III=1 I I-"- "-III-'' ' 1=1 11=1 I I ON COMP? INTEGRAL CONCRETE CURB - NOT TO SCALE 1/4" DUMMY JOINT 4000 P.S.I. CONCRETE -� NO. 6 REBAR CONTINUOUS FINISHED GRADE 611X6" 10/10 W.N.M. PROCESSED AGGREGATE COMPACTED SUB -BASE YARD DRAIN DETAIL - NOT TO SCALE AS MANUFACTURED BY ADVANCED DRAINAGE SYSTEMS, INC. OR APPROVED EQUAL 18" Drain Basin 2818AG Llsl Puce S375 OW ■ Wlulli Rumbe• of rn1e151cx"IrL•. ■ Oullet diameters available 4' thru 15- ■ Vadoble elevation of outlets 018" LAST IRON GRATE c E WATER TIGHT ADAPTOR PVC BODY INRL 7RA TOR CHAMBER NOT TO SCALE AS MANUFAC7URED BY INFIL7RATOR SYS7EM$, INa OR APPROVED EQUAL THE HIGH CAPACITY INFILTRATOR® CHAMBER No Scale SPECIFICATIONS STANDARD INFILTRATOR' HIGH CAPACITY INFILTRATOR' SIZE 3'x69b'xl 3'x6.25'x 1.33' WEIGHT 25 IbL 306x. STORAGE 10.3 f?079d.) 16.31N(122gd.) I V/V/7 VI Irl/V/L.JLI I L./I- I /"l/L CAT. No R-191 15o - K WATERT)GNT NAI,1+4C1..E F 4ZbME w 1'TH IBC-- e�D 1-10 AS MFG • eY NEEWA14 F0C*4QRY OD . oR /�Pl2C7vrr i`QUAL. 1w15E%'T SORE r� ..lj. -� I r 00,1 OI AMU POVVE- Z W tR1WG SOI; zi:z, S"1- 7b PM.&A- GR,w7E . �I •'Opvc. FIZICm"ZO+LAY-70 Pv,wjq CWN,-l61EP,• -, zsprc -Tl�1K • \?V-=v r PIPE - pd.ILG6>IT7� �UF�'r --- mi-4,S'TE9.S -T�> e)F- tSIMI�_AR CRC' -QV. (_-TV AbC.T.OA 61J.7MN • 1Zco53 CASs' IN ,14E PeecAST V-1T t�JTt1 w! 6 Mra r.i v >=aCTVKfc PRuvs n� V N 101,4 C=xzouT P%P1 kjG Is1 L>a• = 73.0 ° SANI TAR Y SEWER w5i. U - t. g..4 "ctacclG PL"p QJ awz 72.0 < 3: _ t I,',,: S G.say. t_ c Al)Ir1P dx'>�' - 70.5 -r '1 � IF'jh-1G HA.1o.1. ELEV.=69.5 ' �: � A MN007 H OROaT'ED �uQ 1cE. .. r , t tg r a < • ott f y k i' Cf7.(CfLE� T7� ao d� a �,.s•Aa w wn.A s ♦aa46* •� ' 4a CP-05NED Z7_C*4 F • • ,r..m► s • e► .►. a. A. a. w ex Ab sb. 0. w 6 0► E I pump ON LEGS CAR, Z eT ON 6' IN51DE TWIN PUMPS TO BE BARNS SIMPLEX 112 HP PUMP #H512i D1A,1 208 VOLT, 3 PHASE PUMPS P: SC9169 D: S991 G^ ;'Y FC'-r'F!:1` mnCO FILE: c TaNr.n cn� :e BY sions DUS it MEr UMCE RD. Pn BOX 4ZM CIWDMTL MM C5M 793-3M x FAX CM3) 793-MM 'R❑P❑SAL F❑R rs ❑R,CT LO-68876-3 SHEET 1❑F 1