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Home My WebLink About00-09P_REX LUMBER COMPANY SITE PLAN OF DEVELOPMENT_SULLIVAN AVENUET w _. t j 1 t 1i a r IL 60? L.k , Kh`.1 .. - .. Y- ti, isj, OL / ,r 4 1111I � "� I� �nq� fh''IIIIIIIIIIII;I .IIIIIII�III ! .�utlllllul Ilp,nnrylll ' I IIiII� II 1 ' I �IIIiII ' 11 Ii 11 �I 1 I I II Uunmunl { I II 111 Bill II ( j14i li 1 Ilillllln ,II Ills, IIIIIIIIIhu. I Ih„ ( III III IIII (I � Iilulllll �I .r lun,,. IIIII ,.I tr,. SITE PLAN OF DEVELOPMENT A) 3 UC) 9- U L L H V A N A V N U- 3 U I'--' W H N DD 9 00 NN7 T CUT 6 ru — — — prepared by: ■ P es ign I>~ nfa —Qinnnls, Intt_, Civil Engineers • Planners • Surveyors • CIS 165 South Satellite Road South Windsor, CT 06074 (860) 291-8755 FAX (860) 291-8757 B I A N C 0 GI0LITT0 WESTON ARCHITECTS LLC 500 Plaza Middlesex Middletown, CT 06457 Tel 860.347.4075 Fox 860.347.4075 bgaOconnix. com <>PLANBUTRICS Landscape Architects • Development Consulting Planning 6 Zoning Consulting 136 Simsbury Road Avon, CT 06001 (860) 677-5267 Fax. (860) 674-2693 O PLUM LANE MEADOW LAANNEW57 SG� �•h �0 0 D 0 PEAR �Z �(— p, P LANE F11CH TONER r ^•� CRY 9C g �SA4 Ord tP 019 ,.,E Ro _ r P. O r�acac pdU MAI " J O it 0o � � o Cc fwSr -NOW AU �AM r PM• r'e �r S' o ��yym y Q 194 Z OR11f• FlTCH MEAD° aidrwrr �Q W IWANgEpL Y = \ `� N�,i0tfER D 5 10? STR�'0 ti D1h1T LA"E �o R SITE _ �o 19 `ROAD 1 STR ? Z os + Rom DESIGN PROFESSIONALS, INC. LOCATION MAP NOTES: THESE ORAAING5 ARE THE PROPERTY OF DES16N PROFESSIONALS, INC, AND HAVE BEEN PREPARED SPECIFICALLY FOR THE OANER/APPLICANT FOR THIS PROJECT THEY ARE NOT TO BE USED FOR ANY OTHER PURP05E OR BY ANY OTHER PERSON OR PER5ON5 NOR REPRODUCED IN ANY MANNER AITHOUT THE EXPRESS ARITTEN PERMISSION OF DESIGN PROFESSIONALS, INC. THESE PLANS ARE INVALID UNLESS THEY BEAR THE ORIGINAL SIGNATURE AND IMPRESSION SEAL OF THE PROFESSIONAL ENGINEER OR SURVEYOR. a' ;< f THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-3008-1 THRU 20-3006-20 OF THE REGULATIONS OF CONNEC11CUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS INC. THIS PLAN WAS COMPILED FROM OTHER MAPS , RECORD RESEARCH AND/OR OTHER SOURCES OF INFORMATION. IT IS NOT TO BE CONSTRUED AS HAVING BEEN OBTAINED AS THE RESULT OF A FIELD SURVEY, AND IS SUBJECT TO SUCH CHANGE AS AN ACCURATE FIELD SURVEY MAY DISCLOSE TO THE B CT IJE.-M E AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HERFON 12882 RICHARD J L UC. No OWNER APPLICANT Rex Lumber Company 489 Sullivan Avenue South Windsor, Connecticut 06074 Tel. (860) 289-5441 Fax (860) 289-7138 •3L � i � ��; S 'T 4 wrf" •c crtr`r'...3.-v i;�. �r.ri ��ti1 F 6-J' i b.C... lot 1 4 SOUTH WINDSOR PLANNING DEPT. 1EY MAIP �L1E Rom= I`y�g �I MAP LOT N/F ABUTTER LIST 99 1 201 WEST RO. PUD£LLER, KENNETH J. d' ANDREA L. it 165 W£ST RD. KRIVICKAS, ALB£RT A 110 6 472 SULLIVAN AVE. CHARBONNEAU, ANDRE 7 472 SULLIVAN AVE. CHARBONNEAU, ANDRE 8 472 SULLIVAN AVE. CHARSONNEAU, ANDRE 9 75 COMMERCE WAY JF/ ASSOCIATES INC. 10 472 SULLIVAN AVE. CHARBONNEAU, ANDRE 13 481 SULLIVAN AVE. J R D REALTY 14 481 SULLIVAN AVE. J R D REALTY 15 83 GERBER RD. GERBER SCIENTIFIC INC. 16 83 GERBER .RD. GERBER SCIENTIFIC INC. 111 43 20 H£ArHERSTONE DR. MILLER, RLITH A. EAST LONGMEADOW MA 01028 44 1407 SULLIVAN AVE. PRIEST, NORMAN 45 601 SULLIVAN AVE. TOUSSAINT, PHILIP E. 46 681 AMOSTOWN RD. DANGELO, ANTHONY P. & MICHAEL WEST SPRINGFIELD MA, 01089 47 125 JERICHO TNPK. LEEM/LTS PETROLEUM INC. JERICHO NY, 11753 48 590 SULLIVAN AVE. PERRAS, YVES J. 49 P.O. BOX 505 MYETTE, WILLIAM F. & MARJORIE A. BROAD BROOK CT, 06016 50 121 COMMERCE WAY MYETTE, WILLIAM F & MARJORIE A. BROAD BROOK CT, 06016 51 121 COMMERCE WAY MYETTE, WILUAM F. & MARJORIE A. BROAD BROOK Cr, 06016 53 14-50 WRIGHT AVE. RED STAR EXPRESS OF AUBURN INC. AUBURN, NY 13021 1211 9 10 ABBE RO. CHARBONNEAU, ANDRE L. Zoift Data Block ZONE: INDUSTRIAL (1) ITEM i REQUIRED/ALLOWED (CD) PROVIDED Lot Area 20,000 s.f. min. 7.7E ac., 335,412 sq. ft. Lot Width 100 ft. min. 292.4E ft. Lot Depth 150 ft. min. 695E ft. Lot Coverage 50% max 14% ** Impervious Coverage 65% max 40% *** Building Height 40 ft. max 30' Bldg. Stories 2 max 1 STORY Front Yard 35 fi. min. 110.2 fi. Rear Yard 25 ft. min. 189.3 ff. Side Yard 10 fi. min. 12 ft. * Parcels 2 & 2B are to be combined ** Lot Coverage with future buildir-;� "8% *** Impervious coverage with future building = t)49l PARKING CALCULATIONS: Parking Space -- 0' x 18' min. JjIjrf�h�)use Building = 45,000 SF. Required Parking = 1 per 1250 SF of Warehouse 4b,000 SF./1250 36 spaces — Maintenance Building = 3,774+ SF - Required Parking: 1 per 700 SF. = 5 spa(-e--, TOTAL REQUIRED PARKING: 41 spaces Provided: 55 spaces with 3 Handicapped = 58 space, 1 2 2A 3 It 5-6 L1- L2 Al -A2 SHEET INDEX LAN gs 01- COVER SHEET N KEY MAP PLOT PLAN APPROVAL LETTERS c,,,. SITE PLAN 177MnQlr1wI ,^r'\K1-Tf )/1I `* -1z' A E f\UO1 VIN UUIN I fCUL ✓ *4.. ( `CC DETAILS ©- 41��1�''Mp Al- Sj`1 +aryl++++raallsNP M41111j%%1" PLANTING PLAN ARCHITECTURAL PLAN REu: OCT. Cl, 2000 REV: 5EPT. 27, 2000 REV: APRIL 11, 2000 REV: APRIL 3, 2000 REV: MARCH 27, 2000 DATE: MARCH 10, 2000 SHEET 1 C: \AAJ08\777\KEYMAP.DWC r s .. fit, •F ^.:.. : •.- jai{.":. ..•.. - .. Y 3 r ,fit y b r •R S f r i ¢4 r y %a. r. "C w Vl4V.y _ te' NOTE: DUE TO THE PROPOSED PAVEMENT GRADES IN AREAS AT LESS THAN 1 AND THE TRENCH GRATE STORM DRAINAGE SYSTEM, SPECIAL CARE WILL FtM»�.f NEED TO BE TAKEN IN THE GRADING OF THE SITE AND THE INSTALLATION OF THE STORM DRAINAGE SYSTEM TO AVOID CREATION OF LOW SPOTS IN THE FINAL PAVEMENT AREAS. -wrr co. SN£T Co. No. 1481 t -WET Co. No. 54C5o' No. 1480 No. 544 , � V v s a r c 31c kY 41L ryrg�✓�F i '�. 5 LEGEND e` r•-: SN£T co. Na 1482 39.29' (TRAVEL 0 t F- • EXISTING IRON PIN Ex. cp MAD 83 &PARK ESA-5QIENT) 1ouN0� 184.34' (TO WATER do SEWER EASEMENT) EXIST POLE ,,T N-871229.750 EX. S/GN T • Rf QE , r + A t : ! • J68. 81 ' F/ELD (768. 81 "MAP REF. No. l) - - O PROPOSED IRON PIN E ro455e.�8e2 683236" E ___`-��_-,_ N6e'32'3s'"1 -- _--------^-------T--�-- ■ EXISTING MONUMENT --+--- -- T71.09' ( 292 41 _. �._. - - _------ - - - - - -_ ._ - 256.40, 20.0o z , 22O 00' TO PARKING EASEMENT) SHORE LINE �! N6gl7 0 _ Z - 1 ssao 293s-E • LIMITS OF INLAND WETLANDS Exisr. 9s.2�-..�fa�_ N m� EXISTING SPOT GRADE o AG POLE ■ N N� �- ��1FjS • N68'3 72-W ' - -300- - EXISTING CONTOUR AND ELEVATION j�- 3s • - 274.76' ■ PROPOSED SPOT GRADE r - -��- `� -�-- `O� , I� _ ■ I ul,i rn z( nn1 nonnncc-n JON^klTPV In Aun r� r\/A-rl^Ll I lialv"i J -- rrtUF"VJCL) VVIV I UVR MIVtJ CLrr VN I IVIV - G - EXISTING GAS SERVICE N32��, o N 1 _l -45'53'W E - W - EXISTING WATER SERVICE --�_ ., I N 12.s1 - E - EXISTING ELECTRIC SERVICE -� I _ TRAVEL AND PARKING EASEMENT IN FAVOR OF LOT 1 I ' PROPOSED STAND LIGHTING O ,L. �-- I--� __. ?` ■ ' WIDEN ExiST.HANDICAP51'03"E •, + -co►�r rn \N ra\ cw. r roe. r laa ..,"-, ..��68' �..-r /F REAL TY a N/F J.R.D. REALTY £XI AI S NAD 83 ~ ,N-870654.666 �E-1045209L269 as 219.64' F/_ELD .1220. 00 MAP R£F Na 1) N 6720 44" W �1P 484.05' FIELD (484. 17' MAP REF. No. 1) FOUND T e w 1, UNLESS OTHERWISE NOTED, EXISTING UTILITY - w LOCATIONS AS SHOWN ARE BASED ON oNo+o AVAILABLE INFORMATION. ALL EXISTING UTILITIES ++ 0 SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. ;0.{i 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 4 ff IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. . N/F GERBER SCIENTIFIC INC. 10 10/17/00 EASEMENTS GBS 9 9/27/00 PARCEL CONSOLIDATION/EASEMENTS/TOWN COMMENTS HWH 8 9/07/00 REMSED RETURN RADIUS GBS 7 8/30/00 ADDED SIGHT LINES GBS 6 7/21/00 REVISE PER COMMENTS OF TOWN GBS REVISIONS 5 4/19/00 REVISE PER COMMENTS OF TONN AND P*Z 1161MI IG SIH 4 4/7/00 RELOCATE WATER MAIN t: REMOVE TRENCH DRAIN • PUMP MIND SIH 3 4/5/00 ADDED WETLANDS BUFFER do LIMITS SIH 2 4/3/00 ADDED PLUNGE POOLS do OIL SEPARATER SIH 1 3/29/00 REVISED PER TOWN COMMENTS SIH NO. DATE DESCRIPTION BY SNE 1 Co. No. 1486 SNE r co. No. 5114 WALK 287 26 R. B G� }''� • tI 7! C COR. BLDG oW f iaf NI PROPOSED BUILDING o° UI DRAINAGE EASEMENT IN FAVOR OF LOT 1 SEE DETAIL 513 SULLIVAN AVENUE Q I I*1 A I J I 45, 000 S.F. 3 1 Q �� N/F F.F.=82.75 I L EEMIL TS PE TROL EUM INC. C" a •, r I ` r � _ 9l; PARCEL 4 - O. t Ot cc TO BE COMBINED WITH PARCEL 2 AND 2B ' DRAINAGE EASEMENT DETAIL \a0 r% •�� aJv 1� - S68'32'36"E w 250.00 t EXIST. BIT PVMNT.7 I a+ znn' I �- - t C BLDG t ;Y /b Z CDR. BLDG t t I N 00 f r7 t 1N1 � ; f NIF WATER AND SEWER EASEMENT IN FAVOR OF LOT 2 I I ANTHONY P- cue MICHAEL DANGEL O I PARCEL 2 a 2s9,�. 6.61E c7c. + i NOTE: PARCEL 2 IS TO BE COMBINED WITH PARCELS 2B AND 4 ; f t jJ 1 AND 3 ' TRAVEL, PARKING AND p ELECTRICAL EASEMENT IN r fJ " b FAVOR OF LOT 2 it P 0; I l r I + / T' „19 1,go ti Z_ COR. BLDG COR. BLDG 1 NOTES (CONSOLIDATION OF PARCELS 2, 2B, & 4) ,I . 1. WETLANDS FLAGGED, WATERCOURSES AND SOILS DELINIATED 331, 682.73 S . ft. ` BY ENVIRONMENTAL RESOURCES ASSOCIATES, JANUARY 1995. 7.61 CIC• 2. WETLAND FLAGS FIELD LOCATED BY DESIGN PROFESSIONALS, INC., JAN. 16. 1995. j ►� 3. TOPOGRAPHIC INFORMATION CONFORMS TO CLASS T-2 STANDARDS OF ACCURACY, EXIST. BIT. PVMNT. 4. EXISTING DETENTION BASIN VOLUME: 80,850 cu. ft.(approx.) j li n 5. MAXIMUM PROPOSED SLOPES TO BE NO GREATER THAN 3: 1. 1t82 W ; 6. THIS MAP IS DEPENDENT ON THE MAP REFERENCE BELOW a CDR. BLDG CDR, 'BLDG IL jjj AND ON MONUMENTATION FOUND IN THE FIELD AND DEPICTED W � t HEREON. '----------}---------------------------------- ------------------------- -- -- -rt -- - I 7. DETENTION AREA TO BE TOP DRESSED WITH 6 - 8" TOPSOIL jLr AMENDED WITH ORGANIC MATTER. ' W 8. A WETLAND SCIENTIST IS TO OVERSEE THE PLACEMENT t ! OF THE PLANTINGS WITHIN THE DETENTION AREA. ' z 9. ROOF LEADERS ON PROPOSED BUILDING TO OUTLET a ONTO PAVEMENT. 10. ALL STRUCTURES TO BE CLEANED 81-ANNUALLY AND DETENTION PONDS TO BE INSPECTED ANNUALLY. ANY SILT OR DEBRIS TO BE REMOVED. - . 39 00 f �3 11. PROPOSED SEWER FORCE MAIN TO HAVE A MINIMUM OF 48" OF COVER �p p 12. ANY DUMPSTERS LOCATED ON PROPERTY SHALL BE ON A p PARCEL �- CONCRETE PAD WITH SCREENING. SEE DETAIL SHEET. / 0.901' CIC. r " NOTE: PARCEL 2B IS TO BE COMBINED WITH PARCELS 2 AND 4DETAILING BORING 13. CONTRACTOR TO HAVE DRILLING CO. SUBMIT REPORT LOGS, BORINGS AND RECOMMENDAATIO RECOMMENDATIONS NGS CONSTRUCTION, 14. SEE SHEET 2/6, PLOT PLAN, FOR EASEMENT ss'22'55"E / 3 '3 LOCATIONS AND DESCRIPTIONS 97A8' MAP REFERENCE: 1 DI AAI CAI 11 TI Cn "unD T!>AIcC CI 10\aCv oo/lnrDTv nr orV 17I48 CALC. ) Ll,! L,. II1Liv mvn Ivr\v� -)Vu%vim, rnvrcn 1 1 yr rccn -- 1►-■I -- S6 4'E 1 _ (178.ZU" MAF�. REF. No. ' _ LUMBER COMPANY, 489 SULLIVAN AVENUE, SOUTH WINDSOR, r•p MON 1165 fouNO P. N 6700'13" W W7•4e 587.48' FIELD (588.20' MAP REF No. - _ CONNECTICUT". DATED DEC. 1986, REV. TO JULY 20, 1994, FOUND FOUND FOUND ,� 11' SCALE 1"=40', SHEET 1 OF 1. PREPARED BY CLOSE, JENSEN PARCEL 3 - 0.10t ac TO BE COMBINED WITH PARCEL 1 AND 2A FOUND FOUND" AND MILLER, WETHERSFIELD, CONNECTICUT. N/F 2. PLAN ENTITLED "PLOT PLAN PREPARED FOR REX LUMBER, DRAINAGE EASEMENT IN FAVOR DRAINAGE EASEMENT IN FAVOR 489 SULLIVAN AVE., SOUTH WINDSOR, CONNECTICUT". OF LOT 2 OF LOT 1 KENNETH J. c4C ANOREA L. DATED JAN. 2000, SCALE 1"=40', SHEET 2 OF 5, PREPARED BY PUDELER DESIGN PROFESSIONALS, INC,, SOUTH WINDSOR, CONNECTICUT. THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20 OF THE REG:lLATIONS OF CONNECTIC IT STATE AGENCIES - "kAIMiMarRA STANDARDS FOP CIID\/L•VC Aryn kIADC IN JV1\!L r J v _ J u! THE STATE OF CONNECTICUT- AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. IT IS AN INDEPENDENT RESURVEY CONFORMING TO HORIZONTAL ACCURACY CLASS A-2. TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. RICHARD P. MARTEL a:". , sc.'„► M�.�L��sc'�� `... ��-, ». ..� . fit` ,.. _ . '�'h+^'. 12882 LIC No. *C s I. q5 .Y ,ix '1 , r '., � t � 9 • 1itXk �=Gi - ram. 53r'iM=i.-w.:naw6ua. GRAFHIC SCALE 40 0 20 40 80 ( IN FEET ) 1 inch = 40 ft. (203) 291--8755 esign rofessionals, Inc. • civil engineers • planners • surveyors 165 south satellite road, south windsor, Connecticut 06074 PLOT PLAN PROPERTY SURVEY DESIGN.SIHIG81 DRA WV.- GBS/H CHECKED: RPM/GBS ✓oB NO.: 94- 777 DATE 1/10/00 DRAWING NO.: C.• 1 ✓OB i 94777194777- TP RESURVEY SHEET REX LUMBER COMPANY 489 A 50 SUILILRVAN AVIENM 6 SOUTH WINDSOR CONNECTICUT 1 t 1 y l f •• i - O- ""7 t .il. 't f 1 . •4. Fx 1 r �r • s_ r r � r. dij. 4 i �Y•� •i' '{.�'• i i Vq w r•-', 4� � .. � f +� -:E'$ •�'-� .,v'r�r•'�,�r., _ 1 t. I"i fir: L. ,1• ,v, '3.i*:+ Sf s c t F • i \ I Y. y•�.��Fy�•C• 'W" yYY t � p•` { ,nx , Mw,il e= ri i V �t�3trF. 1 r%atun off' S,c�tth LU�nCI.�a� r 1540 SULLIVAN AVENUE • SOUTH WINDSOR CONN 06074 s 1 AREA CODE ON 1 644.2511 �~O4ou co~: April 20, 2000 Certified #P462498090 Design Professionals, Inc. Attn: Peter DeMallie 165 South Satellite Road South Windsor, CT 06074 RE: Appl. #00-09P, Rex Lumber, 489 Sullivan Avenue Dear Mr. DeMallie: At the April 5, 2000 regular meeting, the Inland Wetlands Agency/Conservation Commission approved application #00-09P - Rex Lumber - IWA/CC application of the construction of two buildings, alteration of existing detention basin, parking, and associated stormwater structures on property located at 489 Sullivan Avenue, I zone (Assessor's map # 1 10, parcel # 11 & 12)_ This approval is subject to the following conditions: 1 . One blueprint copy of the entire set of plans and this letter reproduced thereon, must he 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 8a 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 March 5, 2005. It is the landowners)/applicant(s) responsibility to track expiration dates and notify the Commission of a renewal request at least 65 days prior to expiration. 'Design Professionals Re. Rex Lumber Apn1 20, 2000 Page 2 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 &s Zoning Commission to ensure compliance with the Erosion and sedimentation Control Measures. The bond must be in the form of a Letter of Credit or Passbook account. 7. We recommend a bond Ln, the amount of $20,000 be submitted to the Planning tic Zoning Commission to ensure property creation of wetland mitigation. The bond will be released after two growing seasons to ensure proper establishment. 8 Establishment of a monthly ground maintenance schedule. 9. Bi-monthly inspection and maintenance of outflow pipes into storm water structures. 10. Existing outlet pipe on southwestern corner of property to be cleaned out to ensure free flow of drainage water. Appropriate measures to be taken to prevent future blockage, Very truly yours, INLAND WETLANDS AGENCY/ CONS,k�RVATION �;nMM;SSION Eli Warren, C`hairpersc� EW.dr cc: Chief Building Official Town Engineer Rex Lumber 1, UNLESS OTHERWISE NOTED, EXISTING UTILITY LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE INFORMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. n At I ITII MCC ADC Tin OC CT VCII IAI TUC MCI n L. MLL V I ILI 1ILJ MILL U OL J I AKED I Y 1"F —t-U BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER,;/SURVEYOR. NO. DATE REVISIONS 1540 SULLIVAN AVENUE SOUTH WINDSOR. CONN. 06074 '~pso* COS AREA CODE 203/644-2511 Mar .1, 2000 Rex Lumber Company 489 Sullivan Avenue South Winder, CT 06074 RE: Rex Lumber Company 489 Sullivan Avenue SOUTH WINDSOR, CT Dear SidMadam: The South Windsor Water Pollution Control Authority, at its regular meeting of May 2, AM), gave approval for the connection to the Town's sewerage system of a commercial building containing one bathroom at 489 Sullivan Avenue, as more specifically shown on plan entitled "Site Plan - Prepared for - Rex Lumber Company - 489 Sullivan Avenue - South Windsor - Connecticut" by Design Professionals, Inc., South Windsor, CT, Job No. 94-777, Sheet 3/6 dated 1/10/00, revised 3/29/00, 4/3/00, 4/50), and 417/00, and subject to the following conditions: I . 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. An electrical outlet for emergency auxiliary power shall be provided. 4. A holding tank with capacity satisfactory to the Engineenng Department shall he provided. A connection charge of $16,550.00. based on 6.62 developed acres, shall be payable at the time the permit is taken out. r s Rex Lumber Company May 4, 2000 6. This appmval letter must be supenuiposed or. the final approval plans. Very truly yours, A�2 Th m s indson, Chairman Water Pollution Control AuihArnty TH: rt cc: Matthew Galligan. Town Manager Michael J. Gantick, Director of Public Works Jerry lazzetta, Town Engineer Marcia Banach, Director of Planning John Collins. Chief Building Inspector Peter DeMallie, Design Professionals ✓ 91Ma.ICIA P S01 00 T S 0 N. T. S. IN FEET ) 1 inch = ft, DESCRIPTION I By I I 860 • 291 • 875`I ,D esign AM prWessionais, Inc. • Civil Engineers - Planners - Surveyors • CIS 165 south satellite roaa Soutr' r. ndsor connecticut 06074 l i t/1j� l 7 -7 c � _ 1540 SULLIVAN AVENUE SOUTH WINDSOR, CONN 06074 AREA CODE ti60 1644-2511 tpSO R t CERTIFIED MAiL April 25, 2000 Rex Lumber Company 489 Sullivan Avenue South Windsor, CT 06074 Dear Madam/Sir: Re: Appl #00-09P, Rex Lumber Company Site Plan We are pleased to advise you that the Planning & Zoning Commission voted on April 11, 2000, to approve with modifications the above referenced application for a Site Plan of Development. This approval is for the construction of a 48,774 sq. ft. addition on property located on the southerly side of Sullivan Avenue and westerly of West Rd., I zone as shown on plans prepared by Design Professionals, Inc., Job No.94-777, dated March 10, 2000, 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 Agencyi Conservation Commission, including a bond in the amount of $25,000. 4. An as -built plan is required prior to issuance of a Certificate of Occupancy per Section 8.1.10 of the Zoning Regulations. 5 Footing drains are required if the building has a basement. 6. A landscape bond in the amount of $3,000 is required and must be submitted prior to filing of mylars. 7 All plans used in the field by the developer must bear the stamp and authorized signature of the Town of South Windsor. 8. WPCA approval is required. 9. If 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 placed on the final Plan. 11. Engineering comments dated 4/3/00 must be addressed to the Town Engineer's satisfaction. 12. Screening for outdoor storage to be accomplished by adding privacy slats to the chain link fence. 13. Applicant must return to Architectural Design Review Committee for review of building colors, security I ighting and isometric lighting plan. 14. The 50ft. buffer requirement is extended to incorporate the actual buffer plantings and must be shown on the plans. 15. Signage must conform to Section 17, Signs. lb. All dumpsters must be placed on concrete pads and screened. 17. The future building must be removed from the plans. Black and white transparent mylars of Sheet #2 with the above modifications, together with three blueprint copies of the entire set of 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 mvlars 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. NN1JM/dlw cc: Town Engineer Chief Building Official Assessor Sunerintenrient of Pnlhitinn Cnntrnl --_r---•••-------- -- - -------'- Fire Marshal Design Professionals, Inc. Very truly yours, PLANNING & ZONING COMMISSION Walter J. Mealy, Chairman c 1/« SHEET laW"'H0° MQL LCETTERS RE.X" LUMBER COMPANY A ✓ DES/GN: HWH DRAWN. HWH CHECKED.. Q09 1513 SULLRVAN AVIENUE JOB NO..• 9 4 - 777 DA TE.- Oct. 6, 2000 DRAWING NO.. 777-2oof6. diva SOUTH WINDSOR �� / i ! �w i ' y i 1 t - M tit • 1 i.l . �e� Isl'.- � �S:I. hSC� - A:i ,.�'G. t � 1.. •aJ{: . .. .._. r. „�$ •f.� ,i �i-"1 i" 'M•ikY. •4. ti at i ..- l .5vt A,, y.`, V;.- �Ckk •i' "• �+'�dir, ,2 Sr5k rr: r• ir •.c'u` �+ yi : a E ,�, `p.�x� `�`,( '. +. 'f,.'.. '1Y A•' Tt}yy•i•ix: . n.war,-- •rS•l:a!:11V ;±ytK `lM lA{"{' k\ .i A y ` __ - _.. : h', .1.2 1, .I S{A• . .. �. i. Y -1(:. #!!. .� .!y-, x+ RCL: . ! q,,,,,} -�, } . t i. �'<� ,' ,..L .� - r, .+ s";t :+ ,t_ ,7t . . `h1• 1r' }. '.�,�'.1 ram, .�r 'r'. , t♦ ;. t- i"• S• .�, 4.' tv' ,T.. .l'.Z rd; d` .tr. • \ t; y. {E x -'A' � +J 5" .Yii'•7: T', . L � S' 3.: . ,� :F .;ill- ♦' J •,i ' e. i v. .K,' +.1'. 3 .f';A ..` 2 '�::L l'- :9t. r y, 7' r. .e, YN. :1 n ,_ . d. M . rr ,i • ., ,F. .. -* .. "F • - ry . - ,,., V.'.' 1wJ'-. i. li _ r 1 , Yf� ,,��.. r R�1'" W. 1%;,Z -:i_ i.. ,. _ 'Y , .,i.. r fit:r cn- 5' 4 i .'!- �1, •a7 .1. 4 3; xr �.. pa � I. :d' .I' „ �l'r ! V,1,*..k' u ,, fA,.y a Vr '.�1..- I,,7 -%' -. 1 a,: .,. :c`, ti: ilk= ..i- A. f. Y, 1; Ir y . h i�1:-, ,I'�,�.:_�__.��_,41.;�_ , - . n J -. r - y . . I— _____ - - ____ - - - __ - 41"""'IIIIIIIIIii • 11» -, �f o ,' . r:, SITE WORK LEGEND I�. ' A. Contractor to perform test borings to refusal or 20 ft. depth. Sampling shall be continuous split r.2r L. r1. NOTE: I\ +1chi *�` ' nl IG Tfl TIIG DAf�DOC�ri DA�/�1Af AIT !�'_PAf1FC IM APFAC AT I FCC TN API 1% spoonsampling (every 2 ft). ;; N i AND THE TRENCH GRATE STORM DRAINAGE SYSTEM, SPECIAL CARE WILL Install bituminous concrete Pavement (See dotal). _ E.x. S.M.H.ME.x. C.B. D. Contractor to install force main lateral connection to existing manhole (see detail). NEED TO BE TAKEN IN THE GRADING OF THE SITE AND THE INSTALLATION _ _ _ _ 6' zF=86•07 TF-84.22 SNET Co. E. Saw -cut exist pavement. Match existing �+ EX. C. a. - - - a SN£r Co. existing p g pavement Bade with new pavement. Sealpi1t. '` f OF THE STORM DRAINAGE SYSTEM TO AVOID CREATION OF LOW SPOTS IN 0 r.Frsa9t sN£TCo. S o NO 1486 No. 5114 F. Install concrete bdords, (See detail). ,r" #' �' EX. C.B. SYVET Co. No. I482 G. Install above aural one tank s , and fence enclosure. Install min. 6 bollards. Find >+ ,,, THE FINAL PAVEMENT AREAS. T.F-8368 / p - - W - - W - - * - - 9r propone ) I- v, SNET Co. No. 1481 ` �- W - W - - - - - ® location and exact size and layout per owner. Tank to be supplied and installed by others. :: SbVET Co. Q Na 1480 j _W 4 W -` W --_ - I O. H. Install above ground fuel tank with enclosure and minimum of 3 concrete bollards. See +t� SNfT Co. No. 545 - W - W -� - MI �" - ® architectural ions for and bin Tank to be supplied old installed b others � . r No. 544 - W - - - W I - -_" W - - _ I - - i _ _ r - - / _ - - W.G. pl P g)• PPI Y byyr,,,, {,4•, W - - W - - W r -- W - W _ _ _ - -- 1- - Y / I. Install island canopy and fuel pump island. See orchitecturd plans for layout and design. _ r\, >' �:'w' I O R"M / _ _ J. Install 1000 gallon oA/water separator (see details) 41. ® - - - - - - ' - , rro _. SULLIVAN A VENUE S EX S = - - 8�----------- ---- - OQ K. Install single riprap pod. (See detail) M T.F.= .14 L Install double riprop pod (See detail) it , ;,; E.X. S.M.H. 21' - _-- - 1_RCp - _ x - - - - oo - - _� energy pater. (See dotal) ,��r• : T.F.=8518 -- ._ _---------------"C -- ----- --- - "_=- _ `r-oe M. Inatdl ill _, E - - - - - -�- - - - - \ �- - - - - .�- - _ - ��-G - - - - - - - - ' N. Install Light. See landscape plans for details. LEGEND - - s - - _ _ "- - / P Install bituminous concrete curb. (See detail) G G - - - rG_ _ _ G WELL 1 - _ FOUND P. Remove existing catch basin and associated pipe. ' ` • EXISTING IRON PIN G �- ____ G //68.81 "FIELD (768 1 ` - - - - - - - - - - - - - 0. Strip parking using a yellow traffic point EX. I.P./.P. MAD 83 -0' ` - - ` R. Install ' ... - - opproxinotdy 950 LF. of 1' sanitary foreevoln. Pipe to be PVC SDR21 and have „ _ ' . • N-871129.750 �- EX Sl 6 3 36 " E - - �, -^-- E . YC.8. ` 291/•. 41 ' . - - - - , O PROPOSED IRON PIN £ 1o455B3 �"'_� - �' 6.40' ,fFi=P283 ` �� - - - - - - - _ _ minimum of 413' of cover, .�.�-- -" - -- - - �� - - N 0 E IST - - _ , ' - - ' `` S. Install approximately 925 L.F. of 8" D.I. Water anon. Pipe 61e Ductile lean and hove a ■ EXISTING MONUMENT L-" - - - - - mininlrn of 4' of cover. Install per Water C requirements. I.220.00' _ Z . , RR P �Y - - SHORE LINE I ' B cu , ' ` \ / N \ `\ `f T. Install capping sleeve and valve. F- A 17 ' K Y 0 /' ` U. Install valve and blow off. Install lug m blow off pipe. �` t �- LIMITS OF INLAND WETLANDS Ex/Sr. > I I CC - - - �` n _ 'z- \ �� GRATE=83.70 V. Install 1' domestic water service. See architectural plans for exact size and location. f1AG POiE , I I * . •r -- --`- \ NV =81.20 �' A. - 7: EXISTING SPOT GRADE ° r-- ` ' ' � - X 5 \ t W. Install 6' fire service line. See architectural plans for exact size and location. `i'; , ' e \ -. ` j „ �� AO X 4.7 I - X. Install tee, fire hydrant and water valve. Exact location to be coordinated with local Fie Marshall. -300--� EXISTING CONTOUR AND ELEVATION - 1 <` _ _ Y. t r� 1 \ \ 1 ' �i ` �J- - existing Ir 0 0. 00 Sow cut existing pavement Install bituminousnosete, base and subbase to match in 1._'c PROPOSED SPOT GRADE _ - ' - - - pavement crosssection or per CT DOT requirements, whichever is more restrictive. O Y �' - - - - 1 - � : TRENCH DRAIN - C'Mf Pa W SPACES REMAINING , . ` 9' I ,7 tr t t nnl nnnnnccn l%^kl'r^l Ill AAIn rr C\/ATIr�A! �,' \ r sLri -r- _ �' t q / 7 I8 --'l AIT i AT-- 7- Install 6' fire service with tee and valve. ?r" \,�� ter. ''"'- VJ�Uf- 1-rCVI'VJCU t..VIV IVVEC /11VU GLGV/111VIV ' _ t i _._�-__.�_ � '7�C 7�C i, 1 - - 1' J tX GH -t 4 - -'' / I'l\ `'` ' 1 _ 'yam CONSTANT GRADE AA. (natal water VdVt. EXISTING GAS SERVICE 8 1 I �__ _ L r.F=8255 ir, X. d �� c y: --- G �J - EXIST BIT. PVMNT,-- 9'X18' P KIN SPACE ,_; r, -_____ �_.__ r /Nl!=80.55 ' RENCr u"�AiN N '�> P f = 68. Remove topsoil, prookaq, and install 6' of gravel meeting gradation A of CT DOT M.02.06. t: - W - EXISTING WATER SERVICE �' I - - -'- - 1 j 1! o. 15" DUT 3C82.75 M`' �- `(TYPICAIf� G X85.0 \IPROPOSEf� (58) CARS _ _ - Install des oul CC td (See detail) n ,= ,� I 7 DD. Install 4' wide by 1' deep low flow dwrnd. Bottom elevation =79.0. (See detail) �,.'7 r--. -. , i ! . . --- E - EXISTING ELECTRIC SERVICE \i , j � 7, ! I -� =_- �' I � _ 1. EE. Install 4' wide by 1' deep low Aow chard. Bottom devotion =78.5 (see detail) Install Bio PROPOSED STAND LIGHTING LL -- ,l 1- I_L L--I L � I n �'' i �"� Filters every50 along channel. See HH. ' 0p ' GRATE-83.60 FF. Install 6' deep BioRter cells of wetland plantings to extents shown on plan. Bottom elevation = WIDEN 6XIST.HANDICA L 79.0. Type of wetfand plantings to be determined by Wetland Scientist of time of planting. See X8 .7 � / SPACE TO 12• (a) EXIST. SPACES - ".` WALK ^ , notes 7 k 8• ` TO BE REMOVED ' ' ?o\` ' ' , GG. Install 6' deep Bio- Filter cells of wetland plantings to extents shown on plan. Bottom elevation = \ - _ 7R•5 Taw of ,aaflenA ninnfinna In ho rW mmem, i:wl by Wo14y;rl Gim igI of funa of nlnniinn11.11. Caa r S�f \ _ 1 16/ l C \ notes 7 k 8. 1 I l a G ., p : I ,' /I , � HH. Install cell of marsh plantings at elev. 77.5. spaces every 50' along channel. Type of wetland / I ,a ' ! �_ O ' SCONCE $6 plantings to be determined by Wetland Scientist of time of planting. See Notes 7 & 8. Z \t A I I I 11. Install cell of morsh plantings at elev. 78,0, spaces every 5V along channel. Type of wetland / JJ a , / ' � Q plantings to be determined by Wetland Scientist at tine of planting. See Notes 7 k 8. r F;ST. CCN.: ETE Pau ' �- ^_..4_sl 2 ,. Q Ir I\ _-___� 4 G 29k JJ. Install 6' chain link fence with 24' gate Install privacy slats within fence. /11 PROPOSED TYPE - -ATCH S:.,IN I K, ' n"!/ ,' / KK. Install 18' of intermediate riprap on 6' grovel base to extents shown an plan. T.F.I- 82,35 < a� Yl - ' I PROPOSED ]BUILDING iI \ _-_. rills ..:ICE=R,(1PCAJNl, P.1-,1,- LL. Inssttab6'ch in link fence with 24' gate and privacy slats. Exact location to be determined in the G c 11 I EX. C.B. Y Exl T INv = MA 1 i xIs11Nc , ^ r �. R ' L` - F '. MM. Relocate existing utility de. TF-82.32 , 513 SULLIVAN \AVENUE N P. (AT. g Y P , NEW INV-= 8008 i/IN I ,� INV-80.07 15" iN / v/ N 00 NN. Sed exist. Cracks in pavement as required. MON NN I /NV =80.01 6 PVC I 3 \ ` Q Ci i ip 00. Contractor to nstoll/relocate underground electric service with conduits as required to provide O $ /NV.=79.94 15' our , k, `\ 45,000 S.F.`'`. 3 a N all. Q N/F electric service to existing and proposed buildings, Final layout and sizing to be coordinated with ' PROPos E 'c CA cH BASIN - r i� ` I �/� A F.F.=82.75 o I � I`' LEE-1VIL IS PETROLEUM INC. Architect utlity company, and owner \ I e �` O , �- A `_n b \ � � PP. Contractor to install concrete pod for transformer. Fool layout and sizing to be coordinated with i f \ I F.= 82 35 1 1 4 a ` I O/ k �� W 1q I i ` � Architect, Utility Company, and Owner. / J INV = 79 90 IN n _ 11 .i 11 \ I V A 1 " ,�, x 4 �f, `- DD 00. Contractor to instal underaround wring to sign. Location of sian to be ' J INV = 7989 Ou- w 1+I N - / I/ W'I' '� `N v%, - determined in field by owner - � RR. Contractor to install underground conduit where required under payed areas and wire to lights. WELL c' „ F , - PARCEL 4 -1 0.10f�r ha TO BE COMBINED WITH PARCEL 2 AND 2B \ KK � FF Exact routing to be approred by owner. 84 LOT I ul ,' Ir ,' l ,' flk' , ' � , BOTTOM AREA TO BE PLANTED WITH (CONSOLIDATION OF PARCELS 1, 2A, & 3) , 1 I I , f I I WETLANDS TYPE PLANTINGS 323, 123.34 sq. ft. I;I \ 1 / o _ MOH. N4LL , ' / J „ I, I ' I � ^ ` " - s S68' '36"E J - 0.00' - J I I�-----'-- --- EXIST. BIT. PVMNT. , �� A I' 1 I , I I , 10. _� __. � a I 2 ,, 1 I , 3DD' 1 f ;.� '�' �' 1 z X83.50 { I c I \ I , WELL CofZ,BLDG , ! 20' X 10' SPRINKLER PUMP ENCLOSURE '' n ", ROOF OVERHANGG r \\ UJ ° I I� e I I ' '� ROOF OVERHANG Q • . \ i ' i : I4 Z I It ' J , v M II �- _ _ l 1 rh 489 SULLI VAN A VENUE cc II F I 1 I I �, �� - - - - N/F �o - I F - °� M AN THON Y P. & MICHAEL h PP " ii I � DANGEL O 10 F F. = f�2. %5 l _ ' I , 11 11',l -f ... ......• ......1r...•• .u............ am.,......1.......42.........................................V.........un..` O F L I'll rit i ' Ex, C. 1 ,r I \ I Ian PARCEL Z �,o ° U J , PROPOSED FUTURE ACCESS ") I I l O o a i0 ADJACENT LOT T.F.=8240 1r �., 'I PARCEL 1 PARCEL 2A INV.=79.7515'IN \ I iy ' AA S 6.61E GC. -�� a=== --a =-----_=_= I 83 - - k0 11/NV. =80.31 12 RCP q n J 3. 90 cc. /NV.=79.86 6 PVC .� I I �/ 1� k O\- C J% CC J I 3. 41 c7c. ►M INV.=79.75 6 PVC I 1 \ I / I PROPOSED WATER MAIN T � , - i -�/ - • • , ' J � INV.=79.70 15" OUT n J �- , , . _ ,.1 I / I I t N JI / I. I I cC) , .. r� r---^ __s .0 I Iy� 11 , I , 1. I _� -1 - - - ' -ems . -•..►,. • ;., a v� -A r r ::.�- � : \ _ -I� I ! 1 i � J r -_ 11 I cc , \ I I r ' - 11 GG • O `� \\ ' .' ,I I r 320' 1 L r � O11 I , ! / U , Q E 11 \ . A /' r I J ` I EE .11 . / ft \ / I I I Ir LO7 2 J �I 11.i :a °' / 1 'I ' \ v I I MAINTENANCE PJRfdNG TO BE BLDG t OR. I J I i NOTES: .3, N F ll \ ' I I 1 ;.00 PE D WITH A GRINDER PIJMP _. - ' 1r' J I e0 I '! I I (CO OL IDA TION OC PA RCEL S 2 2B & 4) y �� ME tERS iHP (YiWpFF P .MP AC r' 7'• J.R.D. REALTY I f / N Pnt FACkAfEU BASH Wry U1Ok F<L5 YY - J 1. WETLANDS FLAGGED, WATERCOURSES AND SOILS DELINIATED I 1 SILLmOR ANO APPROVED ) :7G.APLCTI BY ENVIRONMENTAL RESOURCES ASSOCIATES, JANUARY 1995. �,.•'� ,r 331, 682�z3 sq. ft. «E err ��PPP�o�a EWAx; ,., - - - F K I �a _": u X 3.50 , I . a 7.61 O'c- - _ ..1 , 1 can ' ` I / , 49 " , J - 2. WETLAND FLAGS FIELD LOCATED BY DESIGN PROFESSIONALS, 7a ;b„' v r' - _ , ,'� /Q •r_- 2' sl INC., JAN. 16. 1995. ,� NN - �/�% --- ., tAT-\�/ - r...i... It ,s. , •. '.1' , \ 11 0 1 l I `CY - �� - - - o 3. TOPOGRAPHIC INFORMATION CONFORMS TO CLASS T-2 66 1 ® r STANDARDS OF ACCURACY ,.cxi EXISTN. BIT. PVMNT. „ , I i r f #Q!l 1, r / PROPOSED GRAVEL AREA -,� - _I k I b 4. EXISTING DETENTION BASIN VOLUME: 80,850 cu. ft.(approx.) rs; . r a ll \ r \ v ` 5. MAXIMUM PROPOSED SLOPES TO BE NO GREATER THAN 3: 1. . , . O O PROP. . , n \ ".'1 1 u X� 6 r ,' �/ � A °P RE sER E I, 6. THIS MAP IS DEPENDENT ON THE MAP REFERENCE BELOW �``'f I ,� w ,� ' A U /� '- I AND ON MONUMENTATiON FOUND IN THE FIELD AND DEPICTED 'r.' I I I( � d � � BIDG , PNEU .-_-Ift --` ; +' -��'f------------------ -- ' ------ 80\ WETLANDS BUFFER----------__ _ ----- - A A �1 1 HEREON. o _ o II I '- . 1 , %-' - - _ .. _tiI _ _ - - - - - 1 1 7. DETENTION AREA TO BE TOP DRESSED WITH 6 - 8" TOPSOIL J 1 ' ' F _ ' 'I AMENDED WITH ORGANIC MATTER. I! I EX. C.B. O - .. F \ P I T , J 11 u 1 I T.F.-82. , \ �j HH I_I (I I " ' J i 00 • 51 ' ' INV 45 15' IN k =:r // w - 11�1 8. A WETLAND SCIENTIST IS TO OVERSEE THE PLACEMENT I J / - r . .81_ ` \ a 7 1 % 11 41 , I NV.=79 78 6 PVC \ I N/F J � OF THE PLANTINGS WITHIN THE DETENTION AREA. a' I J U 1 / I V.=79.56 15" OUT ' = X82.75 �F= 1 k/. R. D. REAL TY EDGE OF / Y I' .0 ' _ � 9. ROOF LEADERS ON PROPOSED BUILDING TO OUTLET I lI ' r 1 EX ORA/N CANOPY 'lcn a ' I " - O-r r X83.S� O TRENCH DRAIN �! - - - - - I 82 ! I , T.F.=7778 ;• X82. . i \ , O iN,TALL AT �� o1i , ONTO PAVEMENT. U' -1 I .. CONSTANT GRADE•'•., " 1 Ap I , ;'r . q ' ll ito �' RAiE=b2.50 10. ALL STRUCTURES TO BE CLEANED BI-ANNUALLY AND J 98 I 5 --IQ.. 10 S.JX Nr =P0.75 � ., ' \ 34 L.F. _ n. r3: i,F,> . I�i.: L,t ' ' , - D ANNUALLY. ANY R13Q�DSED STO M M.H �811 FLARED EN �-_'� I , �r TF: 3.25 \n i5" RCP' , W\PAR"RYIkP - _ _ _ _ _ _ _ _ - _ -�-- - -.�. -- _ _ SILTS ORDEBRISTOTBEBREMOVED. N :79.37 83 tNV79.37 --- - --- __ _ _- _-__-- -= - - - -- = - _ l - .. - - .... - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - k ° ;" ! k - - - - - _ - - - - - - - - - - - - 80 TO HAVE A ` r _ _ _ _ ~ X82.�' . ' - I ' *. AREA TO - -"-`- _ - - t\ , 11 PROPOSED SEWER FORCE MAIN ,,BBEED� '- - \\ \ / MINIMUM OF 48" OF COVER. � - �'� , /N 79.37 EXCAVATV`!)f PROPOSED \\ , AF. i- - . ! _ M LL , I I BELOW EXXTTSSII'' GRADE SAND BAGS \ I \ \ \ / t w /� MON WELL ,' rl I s - K ` t i1 1 12. ANY DUMPSTERS LOCATED ON PROPERTY SHALL BE ON A kb • 1• _ MOtI�-�L i 9 I! r 1`�" R� P,4R��"� -T r1 r-, � rn►Inocrr PAD NTH cCREENI G SEE nET l 1XIr i h I FLARED END " ' "- * "" EX/ST POND rt ='J BOTTOM AREA TO BE PLANTED NAi7� ) .-,... - - - - - - - /-, )/, t \ i mil( \ yr r\ l.� i nv ..! III a\ r.c uvnw. all vr: ! r\!k ariLl 1. / \ , �i -� 7� _ RAP 0. 90_t 0�aliv �+ WETLANDS TYPE PLANTINGS \ \ \ J\ `/7! ��' / - _ �` `_� - X83,05 - -,/ 11 INV 79.37 1;• \\ ` ' \ 13. CONTRACTOR TO HAVE DRILLING CO. SUBMIT REPORT �, , +t / I \ ` ' - �- - #VV.=79.37 15 RCA - EXIST. OUTLET STRUCTURE' ,r DETAILING BORING LOGS, FINDINGS OF BORINGS AND I,R ;,. . t IF 'EXIST. ` ` _- ' - - - -82- - - I ' / ` 01RISIN UNKNOWN' 'IO M10`3?31 J, ""° / D)7Y wtl�j . - "-'. ` - - - - - - MOH. �-- - -c- _ 2` - - - - - ' \ ,;': / r./F=79.35 Y cc. of 2-6' CMl?'s , - _ _ _ _ _ \ �._ _ _ _ _ _ _ - - - - - - - - - - - - - - - - - - - - _ _ _ _ _ _ =- __-�� - _ _ - _ - - _ 80 \ RECOMMENDATIONS ON FOUNDATION CONSTRUCTION. r y / / f^\ AND?-12"CM.P.'s _ I LRLliy]SED- -"'rJ6 R - �--__�� _ - _ �:__r__�_--------7------ ------------------------ ' - - -- ------ _ a '------- ';$4' -\\ 1 14. SEE SHEET 2/6, PLOT PLAN, FOR EASEMENT F F. ' ! \ ` `-- CL.T STEEL PIPE ' . `\ , MODIFlED ` 1:1` ' \ - - - 3 - �.__� - - - - - - - - R4 - - - - `I __ s4 - 1 LOCATIONS AND DESCRIPTIONS � t r' 6 / r r \/ - - - - - - `80` - ' ' ' - - - _ ` PAD RE \ ' ' /' < N _ _ - L. - _ �- � _- _- ___!_- - - - _ - - - - - - - - - HC� - - - - �^ _ - - - - - - - - - - - J- 82 I c s "111 * RCP - If�. �:�` \t ' _ - � - ' _ _ -. -- = - - - - - - - - `.>~..._- - - - - - - "'r- - - - ~I/NV=7B85� r M� ` - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - --__ _ - - - - - - - .._.- �,r _ _� _ - - - - _ t, --- ------ -_------------ ----- MAP REFERENCE: ��f t '' \ I - - ' - - - - - - - - - - - - - -- --- - - - - , _ - - _ - - ` - - - - - - - - - - - - ` - -' - - - - ` ` - - ` - - - _ _ _ _ _ - _ _ _ _ _ _ _ - - - - 1 PLAN ENTITLED "MORTGAGE SURVEY PROPERTY OF REX 19. - - -- -------�.-i7� o. - - _4 _T46i a' _W------------- --- ------ --- 177.48'CA ¢' p / 1 -- -�- -- -- - - --___�+��- _ _ _ -- _ LUMBER COMPANY, 4$9 SULLIVAN AVENUE, SOUTH WINDSOR, .",,;-!'� / - ' N 6770 44" W 484.05' FIELD 484.17' MAP REF. No. 1 , 1 _ _ _ _ _ 118.5 1.P. IF N 67r7O'13" W ` - ` ` - - - - ' - - - - - - - - - - 587 8 �/E[D- 88.20' MAP REF No. i - CONNECTICUT". DATED DEC. 1986, REV. TO JULY 20, 1994, 4 EX/ M. S MAD B3 I 1 �OAI. - FOUNDN FOUND P. ' y. N-870654.666 FOUND FO//ND FOUND !' SCALE 1"=40', SHEET 1 OF 1. PREPARED BY CLOSE, JENSEN / 80----' \ FOUND `,y -a,: /E-1045209.269 N/F - sroRM M.H. ARCEL 3 - 0.10t ac TO BE COMBINED WI1rH PARCEL t AND 2A kOUND AND MILLER, WETHERSFIELD, CONNECTICUT. t .� ` / TF: 83.50 . ; 0 GERBER SCIENTIFIC INC. INV.79.31 N F 2. PLAN ENTITLED "PLOT PLAN PREPARED FOR REX LUMBER, x L /NV =79.14 12 RCP /N I!-'::.•,- 10 10/17/00 EASEMENTS Gas / 489 SULLIVAN AVE., SOUTH WINDSOR, CONNECTICUT". INV.=79.JJ 12 RCP OUT KENNETH J. & ANDREA L. # A. ,.' 4' 9 9/27/00 PARCEL CONSOLIDATION/EASEMENTS/TOWN COMMENTS HWH INV.=79.31 15 RCP OUT DATED JAN. 2000, SCALE 1"-40', SHEET 2 OF 5, PREPARED BY 8 9/07/0o REVISED RETURN RADIUS GBS PUDELER DESIGN PROFESSIONALS, INC., SOUTH WINDSOR, CONNECTICUT ,I- ; •r,. 7 8/30/00 ADDED SIGHT LINES GBS `i -.. 6 7/21/00 REVISE PER COMMENTS OF TOWN Gas , 0.�.,., Y T i i 1 UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20 (203) 291 -8755 IMPROVEMENT LOCATION PLAN SHEET o, LOCATIONS AS SHOWN ARE BASED ON OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN GRAPHIC SCALE DEPENDENT RESURVEY . `1. �` o m 5 4 19 00 REVAE PER COMMENTS or TOWN AM P&Z MEETING SIH e D AVAILABLE INFORMATION. ALL EXISTING UTILITIES / / THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. ��'�� SOME a U U UL�OTV PLM \ 's ; + o IT IS AN INDEPENDENT RESURVEY CONFORMING TO HORIZONTAL ACCURACY CLASS A-2. w o zo 4o eo tog SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 4 4/7/00 renocATE WI\TEre MAN t eEMac TRENCH oRAel •PUMP nsnlrA SIH 'v�E o- 2• Al t II-- --I-- .. F .- RF S----I-1 IN THE ' -- D 3 4/O/w Annrn ,akin Aare aloco •- i...r � -_ : _ ! ! " L71 .� �I� ��M r� ��,�,,.�,o�F.��a"�,, �roressiona�s Inc. , , i/ 1F.L Xd i 1PA )ILT 3 ,// \ ` r°a j' BY A LICENSED LAND SURVEYOR PRIOR TO TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. ( IN FEET ) b*' a �~' CONSTRUCTION. 2 4/3/00 ADDED PLUNGE POOLS N OIL SEPARATER SIH ! DES/GN.•SlH GB DRAWN: GBS H CHECKED: RPM GBS �� v��II� �� i I inch = 40 ft. r'ry 1" N £-"l 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 3/29/00 REVISED PER TOWN COMMENTS SIH 12882 2 ✓,g No..- 94-777 DATE:• 1/1%0 '"`' civil engineers • planners • surveyors . 1 6 s �!j1, „ IMPRESSION SEAL AND ORIGINAL SIGNATURE R -:,+, t a 4'''r OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION B) RICHARD P. MARTEL LiC, No. 165 south satellite road, south windsor, Connecticut 06074 DRAWING NO.: C.- \JOB 94 777 \ 94 777- 7P SOUTH WINDSOR CONNECTICUT . T'*,y , - . , ro - �,q .., a:- - ,. s y ,.. .a.f • c- Y .. ,. r:`+:,ti -.,, . *.f w, r ; 'ti yy'. t. #:, ., ,�. a._.. {k. - WraNt .r * . .4„,. s y, • • - .tf, ; },,. -j. ;i• i.,r. .r ?!d . .a. .i.k:a. .f.: .:. �. -a7I-� -Y 7.w 7. cc T tt`..- , o k r YF. ,3 . 4 ,•, , �...,n I r♦♦! L,W p �' \. - M13 -Yr_ 1 a<,r may, 4'r'.. a�� ,,,• rr y. _ A.. �M.: n f.. '.r. aJ-'R. .. 4,rur. ^•� 3•.r Y ill.. ,,C 1f:� .: -.{y • ^.,-•" :i'y - `'.:I°R • _ ti.. .-'.. ^ r , 4 "4..1rV', .f.7. ~ ' 1 '1 ;'A Y . v t. r. r t z ;. .r y.,. } s. n t. w - Q f a I,.�' - t. r' :'k t f _. ':o > s(' t ,1: x : �' .: rY p ,:'y. ,'kx..e : ,FY r r \ \ p .� x v i R 4 Tit. ,i�jj t ivy . t _'\' ys �,v � �' r!'r .F. - • • ��r'I�:�.d�i� r S�'�'�:�L��R!XY':. � � .L �%�AI' � .4t c y c. P x 'd• k [i. i -- F W X.K •Ri Ira "r: ��y w I. "Yr 'i- L i " �. Y'h `+� . .. . � .. � • .. . i. .. r 1. +- � ryw t "a_ .1�y` „T. .K. ��.�1�� f-;�}`j{i NOTE: DUE TO THE PROPOSED PAVEMENT GRADES IN AREAS AT LESS THAN 1%, AND THE TRENCH GRATE STORM DRAINAGE SYSTEM, SPECIAL CARE WILL _ E.X SM.H. . �B6.07 EXC.B. T.F NEED TO BE TAKEN IN THE GRADING OF THE SITE AND THE INSTALLATION _ _ _ %" T,F-84.22 SNEr Co. E.X. C. 8. ` - - - -NET Co. No. 5114 OF THE STORM DRAINAGE SYSTEM TO AVOID CREATION OF LOW SPOTS IN Tr--82.91 SNEr Co. S o Na 1486 THE FINAL PAVEMENT AREAS. Ex. G8. - W- T.F. =8368 SNET Co. o No. 1482 W „ _ SN£T Co SNET Co No. 1481 -_� W - o. T 4 No 545 n1� No. 1480 W W ��=� W - _W W W, - -- W.G. No. W- --W Wff W - W.G. W - W W W _� - - - - i // NL ---- -_ -... EX.. S.M.H. SUL L I VA N A VE _21 RCP _ - r.F.=8S28 I ----- --- _ 21�CP _ LEGEND--------s0---------•--------------- _ _ _ ��C - - -----� .�= �--_ - -- , ,--�- L - - - C 7G� G G G ST----- G----�o�I I� `---- - FEXISTING IRON PIN EX I.P. NAD 83 -� G �ti -SI GGG ,Gt$8. 81 ' FIELD _ O PROPOSED IRON PIN N-871229.750�-� EX SIGN , , - •�- _ - E .Ce 2 '-- - - -^ - - - - - - - - - - - - E-1045581 6 3 36 " �� - f40' Fi Q3 . ' ■ EXISTING MONUMENT - 220.00' -85- - - - - - - - �' `--- 30' � \ 41 SHORE LINE - I - CUT ` �-�- l , \ GRATE-83.70 LIMITS OF INLAND WETLANDS I EAACPOLE I I� '-� _ _ - _ -- EXISTING SPOT GRADE ` .r 7.2- 5 ,\ INv.$s1.2o -300- - EXISTING CONTOUR AND ELEVATION ` / - ------�-f =1 8 .00 _ ,o. X 4.1 T - - PROPOSED SPOT GRADE �� - - - - - - , PROPOSED CONTOUR AND ELEVATION _ ` p 9' p I TRENc DRAtI� za_ c>�+P �n -- G _ -- cJ'` , - I ;,, TF 82.55 \ , O e , 9'X18'Ti FTKING SPACE \ \ i' r� o _ CONSTANT GRADE' EXISTING GAS SERVICE a w , d1, . 1 /NV=ao.55 -- + (TYPlcnl,) G X85.0 _� • PROPOSED (58) CARS + - ---- W -= EXISTING WATER SERVICE " ' ; _' r I (VV_04�15' OUT' 3C82.75 , 8'� EXISTING ELECTRIC SERVICE PROPOSED STAND LIGHTING O --L -I T GRATE=83.6D i f 1 INV.=8110 + W1UEN EJCIST.HANDICAP 1 d XB .� / SPACE TO 12' WALK AN 1 ' ° / SCONCE r Q 1 24".CMP PARCEL TRANSFER *RE m 4.4.43 S.F. ' \ ry - }'^ - / � 0U© ACRES ' � / PROPOSED '�UILDING 0 3. \ FX151'. Ut�DERGRt,UND ELECTRIC L.lNE C.8 T.F.=8232 1 / TF.INV-8..J2 15'IN y/ 513 SULLIVAN`'VENUE Y TO BE RELOCATED INV. -80 01 6 PVC I ` \ J � MON "EL a /NV.=79.94 1s'taur , o `� 45,000 S.F. \ 3 Q�N ON. LL N F r ' �� F.F.=82.75 \ `' I �' �\ LEEMIL TS PETROLEUM INC. old 84 O _ �JJ M WELL " „ PARCEL 4 -, 0.JoAa TO BE COMBINED WITH PAReEL 2 AND 28 ' - 84 LOT I r (CONSOLIDA TION OF PARCEL S 1, 2A, & 3) 323, 123. 34 sq. ft. I p _ MON. WELL I II �, I r . � '.zQx 7. 41 cc. i r ' \ ` ' , - `, -- 1 "-250.00, � f 00 1 r EXIST. BIT. PVMNT. I } 9 1 ' r 01 , / , 300' 1 C v' Z Cp�,,�LDG 1 , X83.50 , W ON, WELL ,17 , 20' X 10' SPRINKLER PUMP ENCLOSURE , hu ROOF OVERHAN� , 1 �-'�� PROPQ$EO DETETTION 6 11 ' ' ROOF OVERHANG Q SEE NOTE -NO, 1 r I u � 1 1 o If 489 SULLIVAN AVENUE r 7/ ' r ' p1h �Nv.g0.19 , F ��• V ' 11� - - If •� , , , -�' i........un ......1,..... •......................... •......•.�n.u.u....... .u.nu......n.........�. V. n.......0 O -ANTI -iERACKIN ID1 ' EX, C.B. 11 w ti , , , , TF=83.1' �� - r.F=e24o N PARCEL 2 \ �= PARCEL 2A INV.=79,75 15' IN �IINV=so.15 a ' 83- �PARCEL 1 INV=80.3I 12RCP , ' I , , 6.61E CC. 3.90 cc. /NV.=79.86 6 PIK I 1 1 f 1 I, 3. 41 cc. l INV.=79.75 6 F'VC 1' � 1 1 / PROPOSED WA MAINl 1 • I /NV=79.70 15" OUT 11 r r12 J r � X83.50 T 320' r fi _f LOT 2 CAR. Bl F r N F „ 1 - r MAINTFNANCE BUILDING TGl BE F OR. BL , I, ' 1 ' , , ' 'QUIPPED WITH A GRINDER PUMP--__ J. R. D. REAL TY ! I '' ' (CONSOLIDA TION O� PAR•. CEL S 2, 2B, & 4) PACKAGfb @A$If1 4RME RAILS 11 ! ' 331, 682�z3 Sq. ft. BAIL VAI VE AND. CONTROLS FOR COMPLETE // ✓1 , 1 �+ 11 , i MA OR APINiOVEO EOUAL.) 7.61 r WELL EXIST. BIT. PVMNT. „ 75 / , 11 PROPOSED �RA L AREA , I c N , /�% \ TEMPORARY JL 11 f h ';: F I TOPSOIL n T96KPILE „ Xj 6 , � r r I , 1 ,� - . BLDG ; COR BLDG ,l , ' - nS Rl EEER V Y' l PNEU --r7. -••, L------------..-..------ �� r` --- *----------------- _ - 2 I� t o TF 8228 71) R R,t�LaUUP; `/ '',• \ ///�' X79.5 F �t X V .55, 1 INV.=79.45 15' IN „ N/F ' , . _ / INV. �79.56 5 OUT '' - X82.75 \ \ � � \ \\ 4.W Ili J. R. D. REAL T Y 'y EDGE of i x r - 'c j� 1 EX DRAIN CANOPY Il� ' 1 cNSTAlL Ai~IF <`' TRENCH RAN q ' 1 ' rF.=7778 C X82.75 X83.50 .-+� INSTALL AT 5 W ' t 82 z ONSTArr' 2,2'--11 L,WI ry! i ' " / l�c� 'J r •a~ 3 4.' CONSTANT GRADE'\ R�DSED $8 9$ - / STOjIM M,H X 11 X8 0 -FLARED EN 1 - --__ TF: $3.. u 4 L.F M\RIP-RAP y `-- -- -e- _ 15 RCP N :79.37 g3 �V:79.37 - -_ _ - _ _- _--------- _- eR�ti.-�.�,' - - - - - - - - - - - - - - - - - _ _ - '----------------------- - - - - ----------------- -------- - - - - --------.. - - -,.. �..r -.... r---�==�- - - - :��..c-3--�_ --i.: _.� _ _ _ _ - _ _ _ _ _ _ _ _ _ - - - ""r X82.�' . / R AREA '^, BE IN 79.37 EXCAVA,10 PROPOSED 1 ll l w r r r r l MON. WELL ♦ , ' BELOW EXIST 'GRADF L SAND BAGS 'r MON. WELL / 1 1T --,`PROPOSED •� r7R.T rG�IL �'i�NJ• MON. WELL , TVE , I 15' RCP _ 1 PARC��EL � .......... AVEM 1 FLARED END EXIST, POND POND eo / 0 RIP -RAP ELIV r W� 0. 90_t CC. X83,05 _ , INV.79.37 ' INV.=79.37 15 RCA EXIST OUTLET STRUCTURE SAND BAGS / l EXIST \ _-''-' - - - -82- - - ` ` ORIGIN UNKNOPW' Z. , ' t / OkY "ELL ` MON I \ r- ri' - .�-- _ - - - - - - - - - - - - -_ - - - - - - - - - - - - - - - - - - - -- 80 / -- 7/F.=7935n \ a Of 2-6" C.MP. s . - - _ _ � '-- , _ _ _ _ l - _ _ h \ GMP s 2RISTDSED- � - �;- �-t5 -' - - - - - - - - - - - - - - -' t - - - -� •rr CL.7' STEEL PIPE . ' �80 ' \ �' MODIFIED. RAP \ 4 - - 3 - - - - - - - - - - � '` - 1 - - - - - - , PAD - - - T - - - "!- -- _ - _ - - - - - - -82- - - _�`+ - - - - - - - - --- - -I- -'_ _ - 84 1 -=. - - ~-- - - -_ - _ - - - "- - - - - ''fINV.=78.85 , p.p - - - - - - - - - - - - - - - - - - - - - --- - - - - - - _ - - - - - - - l r _ - v-� i ` - / \' .6 __-------- _ `---- - - - -- - - - o _ - r =-__-----F157�D"�Ir---------------- -____------____------------- - -- --- --- --- -- 177.48'CA \ 1 -- -- -- / N 6770'44 " W , P 484. 05' FIELD (484.17' MAP REF. No. 1) / P 1 , - = - - - 82 n s.5 ' I P P. N 671i0'13" W - - - - - - - - - - - - - - - - - 587,149' 7ZE-0 (588, 20' MAP REF- No. 1) EX/ U.S. NAD 83 7CIiw.. FOUND FOUND /,P. /N-870654.666 FOUND 80_ _ _ FOUR- - FOUND P. FOUND /E--1045209L269 N/F 0 STORM M.H. PARCEL 3 - 0.10t oc TO BE COMBINED WITH PARCEL 1 AND 2A FOUND GERBER SCIEN T/FIC INC 1 Ve 9�1 /NV. -79.14 12 RCP IN N%F 2 10 10/17/00 EASEMENTS GBS INV.=79.33 11 RCP OUT 4 9 9/27/00 PARCEL CONSOLIDATION/EASEMENTS/TOWN COMMENTS HWH INV.=79.31 15RCP our KENNETH J & ANOREA L. 8 9/07/00 REVISED RETURN RADIUS GBS PUDELER 7 8/30/00 ADDED SIGHT L94ES GBS 6 7/21/00 REVISE PER COMMENTS OF TOWN GSS 1. UNLESS OTHERWISE NOTED, EXISTING UTIt I ; Y REVISIONS (203) 291 - 8 155 LOCATIONS AS SHOWN ARE BASED ON THIS PLAN IS TO BE USED FOR GRAPHIC SCALE EROSOOnM CONTROL rn o AVAILABLE INFORMATION. ALL EXISTING UTILITIES 5 4/19/00 REVM P8t COIAlENTS OF Tow+ AM ►tZ WIMTHC SIH 0 g SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 4 4/7/00 RELOCATE WATER MAN & RaIM 11e" ORAN • PUMP M_*0 SIH C�A�+��1\� A ��/'1 �Cr1��/C��T ^/1\�T�tIA� 4' '0 20 '� ['� eslan N/F ANTHONY P, & MICHAEL DANGEL 0 PROPOSED FUTURE ACCESS TO ADJACENT LOT NOTES: MAP C SCALE AND DATED DESIGN 3' 1. WETLANDS FLAGGED, WATERCOURSES AND SOILS DELINIATED BY ENVIRONMENTAL RESOURCES ASSOCIATES, JANUARY 1995. 2. WETLAND FLAGS FIELD LOCATED BY DESIGN PROFESSIONALS, INC., JAN. 16, 1995. 3. TOPOGRAPHIC INFORMATION CONFORMS TO CLASS T-2 f STANDARDS OF ACCURACY. 4. EXISTING DETENTION BASIN VOLUME: 80,850 cu. ft.(approx.) 5. MAXIMUM PROPOSED SLOPES TO BE NO GREATER THAN 3: 1. =. 6. THIS MAP IS DEPENDENT ON THE MAP REFERENCE BELOW AND ON MONUMENTATION FOUND IN THE FIELD AND DEPICTEDy ' HEREON. 7. DETENTION AREA TO BE TOP DRESSED WITH 6 - 8" TOPSOIL AMENDED WITH ORGANIC MATTER. 8. A WETLAND SCIENTIST IS TO OVERSEE THE PLACEMENT OF THE PLANTINGS WITHIN THE DETENTION AREA. 9. ROOF LEADERS ON PROPOSED BUILDING TO OUTLET ONTO PAVEMENT. 10. ALL STRUCTURES TO BE CLEANED BI-ANNUALLY AND DETENTION PONDS TO BE INSPECTED ANNUALLY. ANY SILT OR DEBRIS TO BE REMOVED. 11, PROPOSED SEWER FORCE MAIN TO HAVE A MINIMUM OF 48" OF COVER. 12. ANY DUMPSTERS LOCATED ON PROPERTY SHALL BE ON A CONCRETE PAD WITH SCREENING. SEE DETAIL SHEET. 13. CONTRACTOR TO HAVE DRILLING CO. SUBMIT REPORT DETAILING BORING LOGS, FINDINGS OF BORINGS AND RECOMMENDATIONS ON FOUNDATION CONSTRUCTION. 14. SEE SHEET 2/6, PLOT PLAN, FOR EASEMENT LOCATIONS AND DESCRIPTIONS REFERENCE: PLAN ENTITLED "MORTGAGE SURVEY PROPERTY OF REX UMBER COMPANY, 489 SULLIVAN AVENUE, SOUTH WINDSOR, NNECTICUT". DATED DEC. 1986, REV. TO JULY 20, 1994, 1"=40', SHEET 1 OF 1. PREPARED BY CLOSE, JENSEN MILLER, WETHERSFIELD, CONNECTICUT. . PLAN ENTITLED "PLOT PLAN PREPARED FOR REX LUMBER, 89 SULLIVAN AVE., SOUTH WINDSOR, CONNECTICUT". JAN. 2000, SCALE 1"=40', SHEET 2 OF 5, PREPARED BY PROFESSIONALS, INC., SOUTH WINDSOR, CONNECTICUT. SHEET A �+ 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 4/5/00 ADDED WETLANDS BUFFER &LIMITS SIH O vim, S ~ THE SITEGPLAN FOR v� �'"rnfessionnis inn REX LUMBER COMPANY "* i BY A LICENSED LAND SURVEYOR PRIOR TO ( IN FEET ) CONSTRUCTION. 2 4/3/00 ADDED PLUNGE POOLS & OIL SEPARATER SIH NLY. EE 9 DESIGN: SIH�GB DRAWN.' GBS1H NECKED: RPM/GBS UTILITIES AND SITE GRADING. 1 inch = 40 !t. ��, �'�� AVENUE 6 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 3/29/00 REVISED PER TOWN COMMENTS SIH I ✓OB NO.: 94-777 DATE.' l/%O/OO IMPRESSION SEAL AND ORIGINAL SIGNATURE c vi! engineers • planners • surveyors Of 11-,f PROEtSSIONAL ENUNEER/5UHVLYUH. NG. DATE DESCRIPTION Bi' 65 T,outr; satc1lite road, south Windsor, Connecticut 060/4 DRAWNG NO.: C.• kJOB\94777`94777-7P SOUTH WINDSOR CONNECTICUT SEEDING SCHEDULE ALL DISTURBED AREAS NOT PAVED OR LANDSCAPED SHALL BE LOAMED WITH A 4" MINIMUM OF TOPSOIL, SEED AS INDICATED BELOW. CONDITION SOIL WITH FERTILIZER APPLIED AT THE RATE OF 300 POUNDS PER ACRE OR 7.5 POUNDS PER 1,000 SQUARE FEET USING 10-10-10 OR EQUIVALENT. IN ADDITION, 300 POUNDS OF 38-0-0 PER ACRE OR EQUIVALENT OF SLOW RELEASE NITROGEN MAY BE USED FOR TOPDRESSING. APPLY GROUND LIMESTONE (EQUIVALENT TO 50 PERCENT CALCIUM PLUS MAGNESIUM OXIDE) AT THE RATE OF 3 TONS PER ACRE OR 135 POUNDS PER 1000 $0. FT. PERMANENT VEGETATION COVER SEEDING DATES: APRIL 1 TO JUNE 1 AND AUGUST 15 TO SEPTEMBER 1 USE THE FOLLOWING MIXTURE: KENTUCKY BLUEGRASS 45% CREEPING RED FESCUE 45% PERENNIAL RYEGRASS 10% APPLY 1 POUND PER 1,000 SO. FT. OR 45 POUNDS PER ACRE. WOOD CHIPS SHOULD BE APPLIED AT A RATE OF 500-900 POUNDS PER 1,000 SQ. FT. OR 10-20 TONS PER ACRE. TEMPORARY VEGETATIVE COVER SEEDING DATES: MARCH 1 TO JUNE 15 AND AUGUST 1 TO OCTOBER 1 ANNUAL RYEGRASS 100% APPLY ONE POUND PER 1,000 SQ. FT. OR 40 POUNDS PER ACRE WITH ANCHORED HAY MULCH AT 2 TONS PER ACRE. CONSTRUCTION NOTES 1. ALL EROSION CONTROL MEASURES WILL BE CONSTRUCTED IN ACCORDANCE WITH THE "GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL" BY THE CONNECTICUT COUNCIL FOR SOIL AND WATER CONSERVATION. 2. ALL EROSION CONTROL MEASURES ARE TO BE MAINTAINED OR REPLACED DURING CONSTRUCTION AS NECESSARY. 3. CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTATION OF ALL SEDIMENTATION AND EROSION CONTROL MEASURES SHOWN ON THESE PLANS. THIS RESPONSIBILITY INCLUDES IMPLEMENTATION AS WELL AS MAINTENANCE. ANY PROPOSED CHANGES TO THIS PLAN MUST BE APPROVED BY THE ENGINEER AND/OR THE PROPER LOCAL TOWN AGENCY. 4, EROSION AND SEDIMENTATION CONTROL MEASURES WILL BE INSTALLED PRIOR TO CONSTRUCTION, WHEREVER POSSIBLE. 5. AREAS TO BE LEFT BARE FOR MORE THAN 15 DAYS SHALL BE TREATED WITH AIR DRIED WOOD CHIP MULCH OR SEEDED WITH PERENNIAL RYE-GRASS UNTIL FINAL GRADING AND STABILIZATION IS TO TAKE PLACE. 6. ADDITIONAL EROSION CONTROL MEASURES SHALL BE INSTALLED DURING CONSTRUCTION IF DEEMED NECESSARY OR ORDERED BY THE PROJECT ENGINEER OR THE PROPER LOCAL TOWN AGENT. 7. FROZEN MATERIAL SHALL NOT TO BE USED FOR FILL NOR SHALL FILL BE PLACED OR COMPACTED ON FROZEN GROUND 8. CONTRACTOR TO PERIODICALLY CLEAN CATCH BASIN SUMPS AS REQUIRED DURING CONSTRUCTION. 4 13/16= STANDARD PRECAST CONCRETE UNIT Z o a of - 7 5/8" Uw CONSTRUCTION SEQUENCE 1. INSTALL EROSION AND SEDIMENTATION CONTROL MEASURES AS DEPICTED ON THE PLAN. 2. CLEAR AND GRUB AREAS AS DEPICTED ON THE PLANS AND AS DELINEATED IN THE FIELD. 3. REMOVE TOPSOIL FROM AREAS OF DISTURBANCE AND STOCKPILE IN THE LOCATIONS AS SHOWN ON THE PLANS. RING SOIL STOCKPILES WITH SILT FENCE IMMEDIATELY AFTER CREATION. ESTABLISH VEGETATION ON SOIL THAT IS TO BE STOCKPILED FOR LONGER THAN 30 DAYS. REFER TO SEEDING SCHEDULE FOR VEGETATIVE COVER OF DISTURBED AREAS. 4. SAND BAGS ARE TO BE PLACED ACROSS DETENTION BASIN AS SHOWN ON PLANS. EXCAVATION OF DETENTION AREA EXPANSION MAY BEGIN. EXCAVATION SHOULD PROCEED FROM NORTH TO SOUTH, TOWARD THE EXISTING DETENTION POND, FINAL STEP IS TO EXCAVATE ADJACENT TO EXIST. POND. ANY DEWATERING REQUIRED DURING EXCAVATION TO BE DIRECTED INTO THE EXISTING DETENTION BASIN ON THE WEST SIDE OF THE SAND BAGS. 5. INSTALLATION OF STORM DRAINAGE CAN BEGIN. AFTER THE STORM DRAINAGE IS CONSTRUCTED, AREA CAN BE FILLED TO SUBGRADE ELEVATIONS. ANY SEDIMENT BUILD-UP TO BE REMOVED. SAND BAGS MAY BE REMOVED. AFTER FILL OF DETENTION AREA HAS BEEN STABILIZED, 6. PREPARE SUBGRADE FOR PAVING AND CURBING AND PREPARE DISTURBED AREAS FOR LOAMING AND SEEDING. 7. PLACE PAVEMENT, CURBING AND LOAM. SEED AND MULCH OR HYDROSEED ACCORDING TO SCHEDULE. 8. AFTER ALL SITE WORK IS COMPLETED INCLUDING SPREADING OF TOPSOIL AND SEEDING, THE CONTRACTOR SHALL CLEAN ANY SILT OR DEBRIS FROM ALL STRUCTURES AND PIPES. PIPES SHALL BE CLEANED BY WATER -JETTING AS NEEDED AND CATCH BASIN SUMPS SHALL BE CLEANED BY MANUAL EXTRACTION OR SUCTION LINES AS NEEDED. ESTIMATED START DATE FOR CONSTRUCTION - SUMMER, 2000 ESTIMATED COMPLETION DATE FOR THE PROJECT - SPRING, 2001 GENERAL NOTES: 1, ALL CONSTRUCTION TO CONFORM TO TOWN OF SOUTH WINDSOR AND/OR METROPOLITAN DISTRICT COMMISSION STANDARDS AND SPECIFICATIONS. 2. ALL PROPOSED CATCH BASINS ARE TO HAVE 2 FT. SUMPS. 3. THE CONTRACTOR SHALL APPLY TEMPORARY DUST CONTROL MEASURES AS NEEDED TO ACCOMPLISH CONTROL, AND MECHANICAL SWEEPERS SHALL BE USED ON SULLIVAN AVENUE WHERE NECESSARY TO PREVENT DUST BUILD UP. 4. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS PRIOR TO CONSTRUCTION. 5. FIELD CHANGES SHALL HAVE PRIOR APPROVAL OF THE TOWN OF SOUTH WINDSOR AND/OR AGENT AND THE OFSIC;N FNGINFFR, 6. CATCH BASIN TOPS SHALL NOT BE CEMENTED DOWN UNTIL FINAL GRADES ARE SET. 7. ALL PROPOSED UTILITIES ARE TO BE UNDERGROUND. 8. UNLESS OTHERWISE NOTED OR SPECIFIED, ALL ROADWAY AND STORM DRAINAGE CONSTRUCTION SHALL BE CONSTRUCTED IN CONFORMANCE WITH THE STATE OF CONNECTICUT D.O.T. "STANDARD SPECIFICATIONS FOR ROADS, BRIDGES, AND INCIDENTAL CONSTRUCTION, FORM 814", OR MOST CURRENT ISSUE. PERTINENT CONSTRUCTION DETAILS THAT ARE NOT INCLUDED WITH THESE DRAWINGS SHALL CONFORM TO THE STATE OF CONNECTICUT, DEPARTMENT OF TRANSPORTATION STANDARD ROADWAY DETAILS. 9. MAXIMUM SLOPE OF FILL TO BE 3:1. ALL FILL MATERIAL TO BE CLEAN MATERIAL. "CLEAN FILL" MEANS UNCONTAMINATED NATURAL SOIL OR ROCK WHICH IS INERT IN TERMS OF LEACHING AND POSES NO THREAT, PRESENT OR FUTURE , OF POLLUTION TO SURFACE WATERS OR GROUNDWATERS. MOREOVER, CLEAN FILL TYPICALLY EXCLUDES, BUT IS NOT LIMITED TO THE EXCLUSION OF: DEMOLITION OR CONSTRUCTION WASTE MATERIALS OR DEBRIS, COMBUSTIBLE OR NOT CQMBUS IIBLE, INCLUDING CONCRETE, ASPHALT, PAVING MATERIALS, OR BY-PRODUCTS; YARD WASTES, INCLUDING BRANCHES, LIMBS, BRUSH, SHRUBS, TREES, PARTS OF TREES, TREE STUMPS AND SIMILAR MATERIALS GROWN ON OR EMINATING FROM LAND; NONPUTRESIBLE SOLID WASTES, COMBUSTIBLE OR NON-COMBUSTIBLE; AND BULKY RUBBISH OR REFUSE, INCLUDING PUTRESIBLE SOLIDS, SEMI- SOLIDS OR LIQUIDS. 10. ALL STUMPS TO BE CHIPPED ON SITE. STUMPS NOT CHIPPED SHALL BE REMOVED FROM SITE, NOT BURIED . EXISTING UTILITIES AS DEPICTED ON THIS PLAN ARE TAKEN FROM AVAILABLE INFORMATION. THE CONTRACTOR IS TO HAVE EXISTING UTILITIES FIELD VERIFIED PRIOR TO CONSTRUCTION. BEFORE EXCAVATING, CONTACT "CALL BEFORE YOU DIG" AT 1-800-922-4455. r 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY LOCATIONS AS SHOWN ARE BASED ON AVAILABLE INFORMATION. ALL EXISTING UTILITIES r SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION - I - TICC AC TOO Ar CT4V�IY \I TL,C CICI Il "-' L. ALL U I ILI I ICJ AIRE t V DC STAKED AKED IN I nE r IELV r BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL FNGINFER/SURVEYOR REVISIONS 4 5/15/00 REVISE TO ADD MATERIAL SPECS SIH 3 5/1/00 ADDED EXISTING SEWER MANHOLE SIH 2 4/21/00 REMOVE SED. STRUCTURE SIH 1 3/29/00 REVISED TO ADD SED. STRUCTURE AND ANTI -TRACK SIH NO. DATE DESCRIPTION 8Y' I 4 0 5•_4„ SECTION A- A PLAN VIEW 10 13/16" FINISHED GRADE 5" V-8 3/8" 5" `cv MIN BRICK LEVELERS °O I ,' T "CLASS 'C' CONCRETE OR PRECAST UNIT SECTION B-B NOTES: 1. ALL EXTERIOR WALLS OF CATCH BASIN WILL BE FACED, PAINTED AND GROUTED WITH CEMENT. 2. LADDER RUNGS SHALL BE PRO- VIDED IN CATCH BASIN WHERE HEIGHT OF STRUCTURE EXCEEDS 8 FEET. 3. IN SANDY SOILS APPLY DAMP - PROOFING ON ALL FOUR WALLS. 4. RED BRICK NOT TO BE USED. 5. WHERE PRECAST CONCRETE UNIT IS USED FOR SUMP THE TOP OF THE UNIT SHALL BE AT LEAST 6" BELOW THE BOTTOM OF THE PIPE OUTLET FROM THE CATCH BASIN. 6. WHERE MASONARY CONCRETE UNITS ARE USED CORBELLING WALL BE PERMITTED. MAX. CORBEL TO BE 3". NO PROJECTION SHALL EXTEND IN- SIDE OF LIMITS. TYPE 'C-L' CATCH BASIN not to scale CLASS 'C' CONCRETE OR PRECAST UNIT NOTES: ADJUST FRAME ELEVATION WITH BRICKS 6" TO 12" PROVIDE 6" OF 3/4" TRAPROCK UNDER EACH STRUCTURE AT BASE 'SOIL & SEED Q 2" BITUMINOUS CONCRETE CLASS II SURFACE COURSE PER CT DOT M.04 �2 2" BITUMINOUS CONCRETE CLASS I BINDER COURSE PER CT DOT M.04 U3 6" PROCESSED AGGREGATE BASE PER CT DOT M.05 ® 8" PROCESSED GRAVEL SUBBASE PER CT DOT M.02.02 BITUMINOUS CURB AND PAVEMENT CROSS-SECTION ANGLE POSTS I. SET POSTS AND 2. STAPLE THE SILT EXCAVATE A 6"x6" TRENCH FENCING TO THE 5' UPSLOPE POST UPSLOPE FROM POSTS. gILT END OF THE POST FOR STABILITY FENCING AND SELF- 1.�' 11��.._..�1��11 11 11 11 11 ►..�1i�311 II 3. ATTACH FILTER FABRIC TO 4. BACKFILL THE FILTER THE WOODEN POSTS AND EXTEND TRENCH AND COMPACT FABRIC IT INTO THE TRENCH THE EXCAVATED SOIL. COMPACTED BACKFlLL CONSTRUCTION OF SYNTHETIC FILTER BARRIER CONCRETE OR BRICK INVFRT FLOW SECTION A -A STANDARD M.H. FRAME AND COVER ADJUST TO GRADE WITH MAX. OF FOUR COURSES OF CONC. BRICK "D P C> 1Z w r16''TYP w w 5 ALUM. V) 0' STEP V) SEE DETAIL ABOVE 0 O F Q > V) A 4' -0" DiA- o m - � Z_ rF 4a� T� 0 PRECAST REINFORCED CONCRETE MANHOLE ECCENTRIC CONE REINFORCED CONCRETE MANHOLE SECTIONS WITH "0 RING" JOINTS 1� 5" 1 A - REINFORCED CONCRETE MANHOLE BASE - FLOW �_ CONCRETE OR BRICK MORTAR INVERT 6" 3/4" CRUSHED STONE FOUNDATION SECTION B-B . -5 .kb•, 'F".Fi F� c,. ..,�gF•"T"3'1'i'r 1;.. •. ' f. .w1 �5.;, ,.y yf 4� 4 �"� `'i�•. :i. ...�.i,i rJt �., ~[ti '•]` .l- .. {f.l �,.. .'•.„i.! t� V .j. ,1.'. ' _ 'k v'` _ ...�• ".W.,. �. n:. t n•tk -•� s - ,� 1",�s: :_�.qi. .. Y b,�:- - ..k "N" r., ..� �:�. , .. HSI • ` { .fin 14"X10" FORGED ALUMINUM FILLET WELD AT EACH SIDE OF l `.'�►t 9 SAFETY RUNG MANHOLE GRATE AT EVERY OTHER STEPS 16"O.C. TOP STEP NORMAL CORRUGATION ON THE TANGENT. TOP OF GRATE SHOULD BE xy•z_ TO BE 4" BELOW FRAME 6' CENTERS RECESSED APPROXIMATELY (TYPICAL) DIRECTION A 1/4-INCH BELOW FINISHED �OF FLOW GRADE. THE CONCRETE :,rrr CORNER ALONG THE EDGE OF THE GRATE SHALL BE BEVELED EACH SIDE Z� GRATE WELDING DETAIL A r.. N.T.s. HIGH SLUMP CONCRETE FINISH COURSE TO TOP OF FINISH 1-1/4" SOLID WEB SPACER I COURSEJ _ N 3/16" THICK BIT. PAVEMENT Y . BEARING BAR 3/16" THICK REINFORCED PRECAST CONCRETE MANHOLE not to scale TOP VIEW 0 BASIN COVER GORPOSION " RESISTANT IG" THK. STRUCTURAL POLYPROPYLENE ° SIDE VIEW JUNCTION 48 MAX. 1 24 DIA. FIBERGLASS BASIN BASIN DEPTH PUMP GUID_ LIFTING PLATE 45� 47 1ATG. BRACKET ISCHARGE FLANGE 1 1/4 BALL. VALVE 4 !4 SUPPORT FLANGE ..«.\ wPPORT YOK£ 12 1 V4 BALL VALVE 1 --I V4 PVC DISCHARGE PIPE I GUIDE RAILS 1IFTIMr, CHAIN HIGH WATER ALARM PUMP "-ON-- PUMP OFF' PIMP BASIN ASSEMBLY G 12" 3" FOR 6" GRATE STANDARD GRATE DETAIL 'NSTALLATION DETAIL NOTES: 1. CONCRETE IS TO BE HIGH SLUMP CONCRETE OR LEAN GROUT WITH A MINIMUM 750 PSI COMPRESSIVE STRENGTH. 2. TOP OF THE CONCRETE TO BE FINISHED TO SURFACE GRADE. TRENCH DRAIN DETAIL not to scale 6'- 0" - 6" 6„ 1 /4" R 1 /4 1' 5" CONC. SIDEWALK (3500 PSI CONCRETE) INSTALL PER PER CT DOT 9.21 AND TOWN OF SOUTH WINDSOR DESIGN STANDARDS. 8" PROCESSED STONE OR BANK RUN GRAVEL CT DOT M.2.06 GRADATION "B" OR 5.01.1 TYPICAL SIDEWALK SECTION A EXISTING 21' R.( EXISTING INVERT n is SECTION B-B SECTION A- A ROUGH SHAPED CONCRETE BED GRAVEL (CT DOT M.02.06 GRADUATION "A") LOW ONSTRUCT CHANNEL IN SHELF PROPOSED 1' FORCE MAIN 'D 1' FORCE MAIN n EXISTING SEWER MANHOLE not to scale (203) 291 -8755 RESPONSIBLE PERSON(S) FOR IMPLEMENTATION��p OF SEDIMENTATION AND EROSION CONTROL: esign _ CRAIG FORRESTER REX LUMBER COMPANY fjrofessionais, inc. DESIGN.•SIH DRAWN: S1H CHECKED: 348 SULLIVAN AVENUE SOUTH WINDSOR, CT 06074 TEL. 289- 5441 0 ✓oB No.: 94- 777 DA TE.• 2128100 civil engineers • planners • surveyors 165 south satellite rood, south Windsor, Connecticut 06074 DRAWING No.: C.J08 94777 94777- TP R" < _ ti h uir ,-.�6. n.. y.. �' _ i�_I.'��ti'�s<;fX*t'w �_1��p.'1 ... �'��,-�'._•Tiw'^ai It�al!?.. W% WV : T : r 717 I•!m� 1w-7 7 Ar* w1 A f T -ow f K.EX L UMffLX LUMPAff r 16IS9 SUILMVI&M AVIENU19 SOUTH WINDSOR CONNECTICUT SHEET `F z T �•�Pz � ')ECTION Y- Y D DETAIL 'A' 4 - N.T.S. DETAIL 'A' FOR USE WITH COR- C (BARREL) • I� B RUGATED METAL PIPE 54" OR �— SLOPE LINE �\ f - 1 MIN. LARGER. L WALL (SEE NOTE 2) SECTION X-X END VIEW POURED CONCRETE CUTOFF WALL OR PRECAST CATCH BASIN SUMP, ANCHORED TO CULVERT END DIMENSIONS FOR REINFORCED CONCRETE C DIA. A B C D E F 18" 9' 2'-3" 3'-10' 6'-T' 3'-0- 2'-5" 21' 9' 2'_11" S-2' 6'-1" 3'-6' 2-7 1/7' 24' 9 1/2" S-7 1/2" 2'-6' 6'-1 1/2' 4'-0" 2'-9 3/16" 30" 1'-0" 4'-6' '-7 3/4' 6'-1 3/4 5'-0" S-1" 36' 1'--3' 5'-3' 2•-10 3/4' 8'-1 3/4 6'-0" -11 11/15 42 1'-9' 5'-3' 2•-11' 8'-2' 6'-6' 4'-5 7/8 48" 2'-0" 6'-0' 2'-2' 8'-2' 7'-0" 4'-6 1/2 S4" 2'-3" 5'-5" 2'-11- 8'-4" 7'-6' V-5 1/2' 60" 2'-6' 5'-0' S-3' 8'-3' 8'-0" 6'-1/2' 12' 4" 2'-0' 4'-3/8" 6'-3/8- 2'-0- 1•-715/16 15 6" 2'-3' 3'-10" 6'-1' 2'-6- 2'-5/16" ULVERT END FLARE REINFORCEMENT ONE LAYER ONLY IN CENTER OF WALL R, R2 MIN AREA OF LONGITUDMULS MIN AREA OF TRANSVERSE STEEL. SO.INJ'ER FOOT SOJN.M FOOT V-31/2' 1'-0' 0.060 0.060 1'-4' 1'-1' 0.066 0.066 '-413/16" 1'-2' 0.72 0072 V-6 1/2 1'-3 0.084 0.084 2'-5/16" V-8' 0.096 0.096 2'-3 1/2' 1'-10" 0.108 0.108 2*--4 1/2" 1'-10" 0.120 0.120 2'-9 1/8 2'-0' 0,132 0,132 3'-11/16" V-0" 0.144 0.144 10 1/4" 9' 0.048 0.048 V-1/2- 11" 0.054 0.054 FLARED END I I ti ' 6' .. <J y � y,• a• •ti. SINGLE RIPRAP PAD 4" LOAM, SEED, FERTILIZER, & MULCH TOTAL 12" MODIFIED RIPRAP �......'.'... :.. ... 2 -- - .. -- 6" BANK -RUN GRAVEL BASE (D.O.T. M.02.06 TYPE "B" GRADATION) I _ 3-0' _ B-3'- 0" FILTER FABRIC I MIRAR 140s OR EQUAL RIPRAP DITCH DETAIL .� 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY LOCATIONS AS SHOWN ARE BASED ON AVAILABLE INFORMATION. ALL EXISTING UTILITIES r" SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE I OF THE PROFESSIONAL ENGINEER/SURVEYOR. REVISIONS 3 1 5/15/00 1 ADD FORCE MAIN AND WATER MAIN DETAILS SIH 2 4/21/00 1 ADD OIL -WATER SEPARATOR. DUMPSTER, FENCE, BOLLARD SIH ,. . i 4/o/VV ADD UKLP-- IRAP DETAIL of PLUNGE PvOL SIH NO. I DATE DESCRIPTION Bti' LAWN / STREETS / CROSS-COUNTRY PAVED AREAS TOPSOIL & S00 OR SEED -7 BASE AND PAVEMENT - —PER PAVEMENT DETAIL APPROVED GRANULAR NON - ORGANIC BACKFNI MATERIAL --`-PLACED AND COMPACTED IN ONE FOOT (1) (MAX.) LIFTS. WARNING TAPE PER CONN. GENERAL STATUTE SECTION 16-345, AS AMENDED, PLACED ` 12- (MIN.) TO 24' (MAX.) ABOVE TOP OF PIPE. -SAND (CT DOT M.03.02-2 FINE AGGREGATE) PIPE, AS SPECIFIED 6- MIN. - I 3' NOTE SECTION 1. SEE STANDARD DETAIL FOR CLAY STOPS WHERE NECESSARY PG. M-46 2. FILTER FABRIC SHALL BE NONWOVEN CLASS 2, WITH PERMITTIVITY OF 0.5 TO 0.1 SEC' AND AOS OF 0.43 Rn TO 0.22nn AND SHALL MEET AASHTO M288-% TYPICAL SANITARY SEWER FORCE MAIN TRENCH SECTION NOT TO SCALE 6" SCH. 40 STEEL PIPE FILLED W/ CONC. WITH TOP ROUNDED. PAVEMENT OR FINISHED GRADE LAWN / STREETS / CROSS-COUNTRY PAVED AREAS TOPSOIL k SOD OR SEED 7 J 48 00 0- a 0 O / FILL POST w/ CONCRETE m z z _ Ld r 2500 PSI PC 100 CONCRETE MINIMUM a (TYP.) NOTE ' 1'-6" ALL PIPES SHALL BE PAINTED TRAFFIC YELLOW BOLLARD N T S CL-OUT CL-OUT BUTYL RUBBER SEAL PLUG. INLET OUTLET 6'0' 55" 49.• LIQUID HEIGHT 57 -OKfr01 6 RL• \ 3/4' BROKEN TRAPROCK UNDER BEND TYPICAL CLEANOUT NOT TO SCAU 1.56" OIL -WATER SEPARATOR - 1000 GAL. NOTE 1. The lower surface of the cover and the corresponding upper surface of the frame shall be machine finished to provide a smooth flat contact of fit, without any tendency for the cover to rock or rattle. STORM MANHOLE AL TERN A It Cl A o c�l" o,��O O o O ° 0 El a oo ❑ 0 0 0 000- o ° D`�o0❑oo�jo ,(� ❑ O o 0 0 0 `/ 0 �O o� O C O o 0.38" n -TC 1 23.875" Dia. 1" 1.25" 1,25" 1.25" 1.125" 0.875" 1.125" I-- 0.56" —I 0.56" —� I 17" SECTION A —A CAST IRON COVER N . T. N T.S. I - MIN. 4' . 12' MIN. 6' MIN. BASE AND PAVEMENT PER PAVEMENT DETAIL APPROVED GRANULAR NON - ORGANIC BACKFlII MATERIAL `PLACED AND COMPACTED IN ONE FOOT (1) (MAX.) UF1S. STRETCHER BAR GALV. STEEL BANDS (a X s MIN.) /-SAND (CT DOT M.03.02-2 FINE AGGREGATE) 8' DUCTILE IRON PIPE S �. SECTION WATER MAIN TRENCH SECTION NOT TO SCALE- ---- T ❑ ❑ ❑ b ❑ ❑ ❑❑❑❑❑ ❑ ❑ ❑ ❑ ❑ ❑ `--6" CT D.O.T. 2" STONE TO BE PLACED ❑ ❑ ❑ ❑ ❑ ❑ OVER FILTER FABRIC MATERIAL z ❑❑❑❑❑❑ ❑❑❑❑❑❑ ❑ ❑ ❑ ❑ ❑ ❑ 04 ❑❑❑I7❑❑ ❑❑❑0130 ❑❑❑❑❑❑ )❑❑❑000 0 0 0 b 0 0 06\16, EDGE OF PAVEMENT ANTI —TRACKING APRON 3 �1 50 5' 74.5' PROPOSED DETENTION POND SECTION A -A Bonding Holes 625' 2 - 1.5" Dia. 24.50" Dia. 0,75" Handling Holes 1.5C" 2.125" 1.50" 3.6875" 8" 21. 5" Dia. 0.75„ -- ---- -- 0.75" r I I .. — T- 6 �-.- - -- _-- 36" Dia. -----48" Dia. - -- SECTION B-B CAST IRON FRAME a 10'-0" 10'-0" TERMINAL POST PULL POST LINE POST TOP RAIL -ASTM A392, 2" CHAIN LINK L-CLASS A CONCRETE FENCE FABRIC, 11 GAUGE FOR ALL POSTS CHAIN LINK FENCE WITH GATE NOTES N.T.S. 1. BOTTOM TENSION WIRE SHALL BE 7 GAUGE ATTACHED WITH 12 1/2 GAUGE HOG RINGS, 12' O.C. 2. TOP RAIL COUPLINGS SHALL BE SPACED EVERY 20', EXPANSION COUPLINGS SPACED AT 100' INTERVALS. 3. TOP RAIL WIRE TIES SHALL BE SPACED AT 24" MAXIMUM, 4. THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS. 5. POSTS TO BE 2" O.D. 6. TOP RAIL TO BE 1-3/8" O.D. ;ADE 5" THICK CONC. DUMPS DU,MPSTER ENCLOSURE DETAIL BRIO ION O.A.E.) 18" INTERMEDIATE RIP RAP PIPE DI AM. A B C D G H WT RIP -RAP IN TONS 15" 10' 7' 1-1/2' 1' 1' 4 1; Z 1-1/2' 3' 6 18" 12' 8' 2' 11 11 5' 2' 4' 8 21" 13' 9' 2-1/2' 1-1/2' 1' 7' 2-1/2' 4-1/2' 12 24" 17' 10' 2-1/2' 1-1/2' 1' 8' 2-1/2' 5-1/2' 15 30" 20' 13' 3' 2' 2' 9' 3' 6' 22 36" 22' 16' 3-1/2' 2' 2' -1/2' 3-1/2' 7' 33 RESPONSIBLE PERSON(S) FOR IMPLEMENTATION c v (203) 291 -8755 ■ DIETQL IEr o 2OF SEDIMENTATION AND EROSION CONTROL: es'gn CRAIG FORRESTER REX LUMBER COMPANY &rofessionals Inc. 348 SULLIVAN AVENUE SOUTH WINDSOR, CT 06074 TEL. 289-5441 ■ = l en ineers • tanners surve ors DESIGN.' SIH DRAWN: SIH CHECKED: „, ---, , /-- z__ ✓Ulj IVU.: y�-/// DA%t: J/LL/UU I 9 P y 165 south satellite road, south windsor, Connecticut 06074 DRAWING No.: C.- 1,JOB 94777r94777—TP . . ,. ..5 ,".uf.i 3-a':' ._t ..c•�•. •3�.r+Y�k.,',:r (.- ,y ( ��j{.} ?5 ,a „4 + �: '`� kt t "'". s 1• � ,ri;'K ..X �-,2-.Y..'- .�r�, "` •.1c7'_l'�'.:.r-N... ,.r -�, "y;' "�H �'d -.p.r't y. '.;l r \1 i �f ,fin. +'�•`; `� ♦� `�'• k'i.. !ti .. ♦. C �Yfq_, ,F, 'r', ,�`._'" - „�`.� •r v: •�� jj�� ENERGY DISSIPATOR DETAIL r" ' REX LUMBER COMPANY 09 SU LI N VA N A VIEN UIE 1 SOUTH WINESOR CONNECTICUT (/ SHEET 6 , �1 V £X SM.H. Marsh Planfilng T.F.-86.07 S-wrr ca N£T Co. No. 5114 _wcr co. QS No 1486 (To Indude the fvllowtrtg as available) SNET Co. No. 1482 ' — W �— -- W e — 17V£T Co. 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SIGN TO BE RELOCATED — _ - ------ -- — — — — Plant List r EXlsr Cobol fsoeada l Wf a CO ul Nis SIB (�u�/ihr C I FLAG PGYE O ` AC cAnadensh Sh+cel)nw 8'-1 ht 7 "1 AU AtClorl%phy1o6 uva-uW Dee" 15*-18' sW. 43 ImilakwN y R a Behila jxgurmiand Hina ym ait:h 2"-2 V," rAl. 2 6L9. s(nfe-seem i CS col HQ Hydtar4V& 9LIe1C11i01ti OaXeat Hydr Eea 3 3' h, tv 12 umt. 8 PROPOSED 59 CARS t0 im Hex x � 'hue Nixie' -see hincese Holt' 2'-2 'h' Spr, 26 cowl_ 1 J AU 4 Au oVy„ DVW + N5 NexverttrBata 4Wrert>ery 2'+z -3' hi 47 coot QIM J HO pVW HO im6 HQ r I NlydC4 penwNorthers »yVanka Bay" 2'-2 V1, %pr. 32 crxrt t+ts tsy.ba sy+v.tica Bmxk Grn 4'-6' 1 4 001r.. PA pN PITWAS room A.Usrlan Pbe W-10' 10 1JE.f3 PS Ptwus *zebus Eastlem V tle Pine 51-G M. 49 t18� c, 10 ' PA Plaiamis x acedfaft 'blood80.od' -Noua*x r tapdon P)anetmw 2 /L -3' ca. a D X WALK QR Que ws rubinM. NoMem Red 0A 2 lh"-3- cal. 3 Cont. IDVW Rhododendlon '[?etawsle YaDey 114fiRe' Detavwer Valley Whim' llsalez 2'-2'h' spr. 72 coot. 0 M WE L ptm Rhododendom 'P r WL' 'P.�M.' R?►ododerldrwr 2'-2 rh' spr. 44 CDnt 7 a �'^� �`S f r SC S.mRbucm canadeads Ek*d ewy 2 t/.' 3' ru. 30 Cont. fr VC Vaoclnlum carymboutm 1 I1~ Blueberry 2'-2 th' ht. 38 Cont. SCONCE VP vibunt im PCkau m '%meld' Shasta' Vibunnr4 n 2 ,'-3' spr. 57 Cont. � J c� N F �I J L EEM/L TS PE TROL EUM INC. MON WEL 3 3 r N/F PROPOSED BUILDING r Mors LL J• R. D. REALTY 45,000 S.F. o 1 0 F, F, = 52.75 4 FT. WADE X 1.0 FT. DEEP LOW FLOW CHANNEL MODIFIED RIP RAP BOTTOM ELEVATION-79.0 �r W M WELL .10f oc ADDED TO RCEL 2 INTERMEDIATE RIP -RAP 6 INCH DEEP BIO-FILTER CELL OF WETLANDS PLANTINGS " (� (TYPICAL ALL OUTLETS) BOTTOM ELEVATION=79.0 DETENTION BASIN BOTTOM TO BE SEARED WITH NEW ENGLAND WETMIX N 1 1 //,__ENGLAND WELAND PLANTS, INC. AMHERST, MA. MON, WE LL 3 PS — AC 250.00' — 300' 20' X 10' SPRINKLER PUMP ENCLOSURE I I r ON. WELL J ROOF OVERHANG MP ROOF OVERHANG � �J r xso.o I-- I \ X80.0 IV SEE DETAIL SHEET FOR ADDITIONAL PLANTING DETAILS.VC ' �' ✓ I 1 J I...................................................................................... ..................... r vP I I EXISTING SUILDING J I F.F.=82.75 PROPOSED BIT PVMNT. PS ' J PR D SAM. vc FORCEUNE h - - a I Ir 1 6 INCH DEEP BIR CELL Of WETLANDS PLANTINGS______________________ _______________________ MP BOTTOM ELEVATION -..78 78.5 _ 1 r----- 320' 5 trr- ' 1 . 1 1 VP 4 FT, WIDE X 1 0 FT. DEEP LOW FLOW CHANNEL I / MAINTENANCE BUILDING TO BE 1 41 - 3' MODIFIED RIP RAP BOTTOM ELEVATION-78.5 ' ( J I EQUIPPED WITH A GRINDER PUMP-----___,_r 1 1 1 ' 1 PROPOSED IV AC MAINTENANCE ANTHONY P/& MICHAEL 1 BUILDING 1 / M 0 4 0_ Z ... ..... X79.5 r 1" 1=UTURE o -J Ns WELL 1 �� ' F.F.= 83.5 2 < DANGEL O I 1 r BUILDING 1 \ r X79.5 1 J 1 1 ;( 1 DETENTION BASIN BOTTOM TO BE SEADED WITH NEW ENGLAND WIETMIX BY NEW �i�'' 'i"• 1 TO ST' UNDERGROUND 1 ( x79.5� ENGLAND WELAND PLANTS, INC- AMHERST, MA. BE RELOCATED ELECTRIC LIiNE----------------------------- 3 '4'. — — — — — — — — — — — — — — — — — — — — iwi N/F ' --------------AC .t \ \ 4 J.R.D. REALTY \ I fix. 'I EXISTING J I 5 4 6 7 % SC \ CONCRETE 3SC 10 11 11 x79.5 1 PS *yak C/ i PAD PS 9 PS 4 CS r /IV 12 VC T� sa �• . MON. WELL M WELL i / a s ' ' ON WELL 25 R.Y. M� r I EXIST. POND � BOTTOM AREA TO BE PLANTED WITH \ WETLANDS TYPE PLANTINGS 50' BUFFER / PS '' ��--- — ----- MON Y&LL-- ----- --- —� — — — — — - — — — — — — — — — — / IfI r 4 1 J EXISTING TREE LINE TO REMAIN I r -- — _— -- -- -- -- -_— 17748' CA /. P. / P. /. P. r EX. A/. S NAD 83 � P /P N 870654.666 FOUND FOUND MCA FOUND 4 • . - FOUND 1045209.269 FOUND MAP REFERENCE: FOUAV 10 FOUND N 1 PLAN ENTITLED "MORTGAGE SURVEY :PROPERTY OF REX c N/F / LUMBER COMPANY, 489 SULLIVAN AVENUE, SOUTH WINDSOR, GERBER 50ENTIFIC INC. KENNETH J• & ANDREA L. CONNECTICUT" DATED DEC. 1986. REV TO DULY 20, 1994, SCALE 1 `40', SHEET 1 OF 1. PREPARED Br CLOSE, JENSEN PUDELER AND MILLER, WETHERSFIELD, CONNECTICUT. �x 1 UNLESS OTHERWISE NOTED, EXISTING unuTY REVISIONS PREPARED FOR SHEET w LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE --- " LANDSCAPE INFORMATION. ALL EXISTING UT1LIilES SHOULD GRAPHIC SCALE �1 PLIANIMETRICS h 4'�11P E ¢' P1 BE FIELD VERIFIED PRIOR TO CONSTRUCTION 40 0 20 .0 W REX LUMBER L 1 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD ,rLa N> BY A LICENSED LAND SURVEYOR PRIOR TO Landscape Architects • Development Consulting �- (a � Planning 6 Zug Cons�dting DESIGN: RA DRA4f : MHA CHECKED: RA �,09 S�J�I.IL�VAN AVENUE :•-.'„ CONSTRUCTION. T -'� 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 4-3-00 REMOVE SEEDING NOTE MHA 1 inch = 40 ft 136 Simsbury Rotd Avam CT 06001 JQB NO.: 99-777 DATE. 3-2C1—OD L ¢; IMPRESSION SEAL AND ORIGINAL SIGNATURE P1»rm (ti60) 677-5267 Fax: (460) 674-2693 Jr�l4/ tl�I1�1tJrJ►�li� �..VJ1:11`DE��lL,1tiJ Jl __gg •z�•. �.::�;, of 'NE PROFESSIONAL ENGINEER/SURVEYOR. NO. DA TE DESCRIPTION BY DRAWING NO.: D: �AJOB Ii 99777 REX2000LP.DWG , . s >;"..' ' al' .. n .q r .., -, sx" .: :,. v � r,_j,. -.E, � ,,h E!t ;4 ii• t„ ' y. , ay. .: ...,�- . .. Y' f .. ,..: -, 't�'c . ... , •. , �'. , n..-., 1 � yi. 7 .. »•� 3 .� :_ •� �< � . -r.w .�n�.- _ ..ti �§ y ...�s ' of Ala', r +,x.• s ''r.; o- y cr'ia �.; ":� r, "°4' � ( �1 � 4e.• 1'• C•. '1=k � •4. •,•.S J.,v � ... �;,. .!�_r -.,:<e .4.. ,. �,. • � jt a,.•. �t. ,u•1? 'ti" .,"+•) D . y". i.. Z..° �� 4 -j.�, Y ti r �51,�'� .� .T''x'',;rb v � �. �- _ ,, .,- r .9 r., .,, �• y:. ,T+,. ,' i_-. 'S .'?7•,- "':�'y.s ;. 5�.��t� .F: ,�ir.t, ir.. •Jy- 4.. t- :i ,. ;- _ F l _. - _. � � _' . .,? �i� :.. ��Sl: r.: ��iw-1.� aw..�lui�'::3•—�—�`--..�-�.—�— _— — *�. ..�.�`vi.a:<. _-hw:.:�c _....1. ,�,''..:a:s='ii:'...1,V .s., _ _ ` I t, ' r �• 3 V f 4: n s' 7 7 Y- i '3 ♦ '.,t1y �tr s b> r 'la ta.. 4 1rry�' /i •.� rl �y qA A= i x 4' — '? 4 -•Y. ! ' 'tl "rL / ] 7 R a M� s S 'ia+"s 'YIF still'•^' �• i a i y�wtr - t � 7 7�i r � t ro'. t r a � !�•�' s 'III � ,•' A if • .�. �•.. � '� '� 'idr�"n':. .fir " r � t� , "�� it - v zr r L RIM" y A � kT... l T � ] A fk. ♦ ? v i4. 4 e q i f }'. Y _ ��' 1� �y r Y •1' 4 4 , c - 4• 1 '•a ,•-' t; Fixture to be McPhilben Outdoor 100 Line" Performance Sconce r�. Square Wedge e Style: Square Wedge -' Color: Bronze t T EW 18 1,'4• i 41 3 cm 229 un I10o watt High Pressure Sodium 17.8 cm North building wall: f • mounting height: 12' 1 • Forward throw distribution • Spacing 30' o.c. East building wall: • mounting height : 10' • VAde throw distribution • Spacing: centered on doorways (60' r J-) Install per Manufacturer's instructions. fir*nnro V VV! ■♦iV ' 1f T 4 1/4" A W, 6" 30 or 4" J-box by others. Stye caution 'Y>6 i w I UNLESS OTHFRWISF NOTED, EXISTING UjgL Ty LOCATIONS AS SHOWN, ARE BASED ON AVAILAKE m g INFORMATION. ALL EXISTING UTILITIES SHOULD a t BE FIELD VERIFIED PRIOR TO CONSTRUCTION fo L. ALL UTILITIES ARE Ti/ OL STAKED IN ��E fIr-LD ti + BY A LICENSED LAND SURVEYOR PRIOR 70 CONSTRUCTION 1 43 I SET wall mount using adapter plate. Fixture shall be Kim Lighting, Inc. The Entablature7m. Style: SET Color: Dark Bronze Type 111 distribution 150 watt High Pressure Sodium. SPAGI�C�- .IAf�{CS �yC • SV �GR�•G' � ��_1_� rkLML no ■ � nIwM41 N/&A OFIUUL) r 1d1 I L1111) Mounting height 20' or as approved by Architect Small SET model mounts to a 3" or 4" cast aluminum adapter plate with fixture mounting boas, CAUTION: }box in wall must provide adequate fixture support See NEC sections 370-13. 17 and 410-14, 16. XJ.n lily PI" oin',! Willi% sic pluviucu tv allow field connectionsprior to SET fixture mounting. Max. fixture weight 25 lbs. Install per Manufacturer's Instructions Wall -Mounted Light THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/ SURVEYOR. NO. DATE ti s1 • f �t iA' * J • jC -F 54. f 'A "f tt rf r -tea 1 VISION` DESCRIP TION y. .r.a I 4 S , q.. I r� 2.41 iff.v - L JZ♦ J IZ K1 M U L`C. M;x o r -roF-50 l L_ I " •urr shall tx Kl— Li0Minlnc A.. Entablait-re•", style: Et Prole and hxtWe Dark bmaze swWJA e1 entabWure I wan High Pressure Sodium e iU disrribunon g6are aiuminunT pole, height Concm4e Fnoting Fixture rnUst be grounded 1-i accordance wYth lcsrai code. Site Lighting Pole 1i:-tQ--6D 6: i!Ur7...n IV r 1 TUi' 'S 0; �aA1—L- 5_ !+ PnD:Dr'A Prt.(E k Z . z" acrruA: p: >✓I L'}.1- to shy _ --r f :� �%%jj �i•�� __ rayon ��.-,c�v�� -- i �S>��~TF��T>✓C� 'ib A �Y'-4 III .Aix OF: -roPso) L-r U GoktPos-r k' klsf iIIG "X�ILr Tree Planting • 4 N rxx�e I1tM� Cri.JY wMtrt t>1taV�ru 56r Ar FrtKk $o+L L-t1/IIfL twrw" r.VV,r..,ys feces► r6p ►J,, s` 04K.4- 2-' x II -a r so , 6r*r..rw 09.1 ve-u p-NGL,.OM/ 0110 l MA r7•�-t] rt �u + 9 s � t Z Y i •�i •i A• k Tree Guying EX C-A,h pee.: dv ouS ��-reeS V%6-►i zrv.}:a.k j" Z 0 636- h4 A 4V . A(-. t`.r ptt `p eitx a r 4 M!MW4 *mc PQFPAH f c 7_;::' SHE GRAPHIC SCALE 40 0 20 80 PLANIMETRICS L AMOC APE D[�TALS REX LUMBER T �� Landscape Architects • Development Consulting Planning 6 Zoning Consulting 136 %aaM.ry Road Avon, CT o6001 4 U WN AVENUE JLJ rlqmf ( IN FEET) 1 inch = 40 ft. DESIGN: RA DRAWN.' MHA CHECKED- RA .,vo NO.: 99-777 DATE.• J-20-00 Pholw: (460) 677-5267 Fax: (a60) 674-2693 SOUTH IClr. 1�ll1�71 OOR C®1V 1�7E ii UC DRAWING No.: D.- �AJOB � 99777 �REX2000LP. DWG f / :I 1 >, y 2 ` r s �ty `M't� ifi �' .f r7 �r S r s +c } . , 4 L _ .� . >: L .. a.. _ _3..�Sa.)"_ . _�:., ... �.:ik}.,�4i+c3• av5�. •;1rre�e&e1tt.Yrf . ,+'�',.�a .. � b•. . 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