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HomeMy WebLinkAbout02-12P_O&W HEAT TREAT_BIDWELL ROADI� r �IIq fh IL r i Lop L3 `7 V p[ :\\\T D 00, L7 ��;00 sou wc* es@°.�'1 p rofes lonals, ��4c. R r Civil Engineers • :Tanners • Surveyors • CIS u .65 South Satellite Road South Windw-, CT 06074 (860) 291-8755 FAX (860) 291-8757 F i i m II p DESIGN PROF I' SSiONALS, iNC. NOTE5.- , nn� -e rG'DT NL 20 WESTBROOK STREET EAST HARTFORD CT. 06108 ! (860) 289 3262 LOCATION PLAN TF-5E PRt4AING6 ARE T-E PF'OPI=RTY 0. DESII&N FROFM51ONAL5, INC., AND t-AVE rEEN F PAfZ77D 5F'ECIFICAL .LY FOR THE Ob^INFR/APPLICANT FOP, THI5 PROJECT. THEY AIR = NOT TO BE USED FOR ANY OTHER PU•ZP05E OF BY ANY O'P'HER ,--IR50N OR PER50N5 NOR REPRODVIZ,'> IN .ANY MANNER WIT'!40UT THE EXPRE55 INRI-lT;'N PERMIS-51ON Of ,7E51-iN PROFES NON,---LS, R . 1"HESE PLANS ARE FSEAR THE 5I6NATURE AND iMPRE551ON 5EAL OF THE E5510NAL 1",k7y ' "_R OI`, -5 1t > YOR. LAKEWOpD , NOT TO SCALE .i �,URVF -0 MAP HAS BEEN PREPA-' cN ACCORDANCE WITH SECTION z; 20-300..-1 THRU 20-3006-20 OF THE .,t,LATiON^i CCNNF^TICUT STATE cS — "STANDARDS FOR SURVr •'S AND M ".PS IN THE STATE OF ECTICUT" r0z C?tDORzYD Y THE T?1CUT ASf SO'/'ION OF LAND 'iURVEYORS INC. THIS PLAN WAS COMPILED OTHLR 4,R?- RR ')R'j RESEA1,1i e * "OR 07HER S- '''ES OF INFORMATION. iT IS NOT TO BE CONSTRUED AS :n.�try REE�i ��6�A�Iv::e' t3 THE `��,�.• �F =i_D SURVEY .D IS SUS -CT TO SUCH CHANGE AS AN ACCURATE TO iE BE>T GF MY AN: 6L :'-CIS V,,Af' '?t! STANTIALLY CORRECT AS NOTED HEREON. 59-32 A L P , IT k� `r ('I ` yy Vvl8�ii.;�:'u1 k OWNER APPLICANT O&W HEAT TREAT, INC. C/O -i. RUSSELL O i ;'IiEiSER, JR. PRESIDENT 1 Big°WELL ROAD SOUTH WINDSOR, CT 06074 PHON- (860) 528-923t FAX (860) 291-9939 SOUTH W/Np,3® 17, pLAN6rg0, L EPT; MAP LOT Nl ASUTTER 1-/ST 59 2 PO BOX 415 SNEPARD POLA, /NC. � EAST ,YINDSOR HILL, CT 08028 1{ 3 611 OL11E STE 1350 MAY DEPARTMENT STORE $4 LOUIS, MO. 6y 101 5 11 TANGLEWOOD RD. SAFFIR, BEVERLY R. d LEONARD WEST HARTFORD, CT 06117 32 50 COLONY RD. CUSSON, LA✓/RENCE J. & DENISE MEDIR j 33 38 COLONY RD. BUNISKI, MILLIAM 34 20 COLONY RD. PAPA, ETIORE 'I 55 550 STRONG RD. CONXC/, ROCCO & PAULA 36 550 STRONG RD. C&NACI, ROCCO dr PAULA U 37 PO 3OX 514 JE SHEPARD CO. EAST WINDSOR RILL, CT 06028 38 PO BOX 415 ✓£ SHEPARD CO. £AST WINDSOR HILL, CT 08028 39 PO BOX 219 CORK ASSOCIATES A MICHIGAN CORP. rdOUNT MORRIS, MI 48458 40 125 81DWELL RD. KRYS/NSK1, JOSEPH 41 PO .90A' 415 ✓E SHEPARD CO. EAST WINDSOR HILL, CT 06028 4S PO BOX 415 JE SHEPARD CO. CAST WINDSOR HILL, CT 06028 P 44 8025 PRODUCTION DR. MOZAK SALES & SERVICES FLORENCE, KY 41042 45 7 gP0.9hF1ELD ST. MAR45LINO, NICHOLAS NORi%LK, CT 46 PO BOX 415 ✓E SHEPARD CO. EAST WINDSOR HILL, CT 08028 71 24 PO 90X 415 SHEPARD POI -A, INC ZAST WINDSOR HILL, CT 06028 `r ,)d�a As1ock ZONE: INDUSTRIAL (I) ITEM REQUIRED/ALLOWED PROVIDED (PHASE 1) PROVIDED (PHASE II) Lot Area 20,000 s.f. min. 86,916 SF (1.99 AC.) 86,516 SF ('..99 AC.) Lot Width 100 ft. min. 184 FT. 184 FT. Lot Depth 150 ft. min. 463't 463't Lot Coverage 50% max. 19.8% 3 i .3`0 Impervious Cov. 65% max. 49.4% 58.1 Buiiding Heigh- 40 ft. max. 22.2' 24.25' 31d9. Stories 2 max. <2 <2 Front Yard 35 f•t. min. 27.7 FT. * I 27.7 FT. Side Yard 10 't. min. I 51.5' 56' * EXISTING — NON —CONFORMING PARKING REQUIREMENTS.(13.4) INDUSTRY: 1 SPACE PER 700 S.F. OF G.F.A. EXISTING G.F.A.: 12,275 SF/700 = 17.5 EXISTING SPACES PROVIDED= 17 PHASE 1 (5,000 SF): 17,275 SF/700=24.6 (25 REQ.**) PhASc 11 (10,000 SF): 27,275 SF/700 = 38.9 (39 SPACES REQ.**) 2/3 EMPLOYEES: LARGEST SHIFT = 2/3(12) = 8 ** WAIVER REQUESTED TO REMAIN AT 17 PARKING SPACES. Lim �►uui�I� r � ' r� 1 p COVER S.-'�L E-i N KEY MAP 2 PLO PLAN " 1 3 TOPOGRAPh C PLAN (PHASE I) CO 4 TOPOGRAPhi: C PLAN (PHASE h) ; * C SOIL EROSION 8c `x SEDIMENTATION CONTROL 6 ®E AILS A 1-2 ARCHITECTURAL PLAN REV: MARCH � 002 Jrt', _: NPI�GrI 8, 2002 2 1288 _ RICHARD P. •AAP1EL !_IC. No. N /F JOSEPH KRYSINSKI .P. L 45 82' i 00 0 LO i II'l-. � 10 LLJ JE SHEPARD CO. NI I 0 ExTE STOR h PHA 0 0 0 0 LEGEND NOTES: 1. THIS MAP IS DEPENDENT ON THE MAP REFERENCE #1 & #2 AND MONUMENTATION FOUND IN THE FIELD AND DEPICTS HEREON. 2. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. 3. PROPERTY IS IN I ZONE. 4. AREA OF THE PROPERTY = 86,916 SQ. FT. = 1.99 AC. 5. PROPERTY IS IN ZONE X - AREA DETERMINED TO BE OUTSIDE 500 YEAR FLOODPLAIN, AS PER FIRM PANEL 5 OF 11 COMMUNITY PANEL NUMBER 090036-0005D REV. FEBRUARY 23, 2_001. MAP REFERENCES 1. RESUBDIVISION PLAN LAND OF J.E. SHEPARD CO. J.E.S. INDUSTRIAL PARK SOUTH WINDSOR, CONN. SCALE 1 "=40' DATE 10-16-84 REV TO 12-6-84 SHEET 1 OF 1 MAP NO. 6178A BY GARDNER & PETERSON ASSOCIATES. 2. PLOT PLAN J.E.S. INDUSTRIAL PARK, JOHN FITCH BOULEVARD (U.S. ROUTE 5) SOUTH WINDSOR, CONNECTICUT, DATE 6-20-68, SCALE 1 "=50' SHEET 1 OF 2 JOB NO. 6562 BY MORTON S. FINE AND ASSOCIATES. 3. CONNECTICUT STATE HIGHWAY DEPARTMENT RIGHT OF WAY MAP TOWN OF SOUTH WINDSOR-EAST HARTFORD-SPRINGFIELD ROAD FROM NEWBERRY ROAD NORTHERLY TO THE EAST WINDSOR TOWN LINE ROUTE U.S. 5 - SCALE 1 "=40', DATE 8-31-42 NUMBER 132-06 SHEET 1 OF 8. EXISTING I.P. IS 0.13' OF PROPERTY CORNER ® EXISTING IRON PIN Co.> EXISTING UTILITY POLE M EXISTING CATCH BASIN AND PIPE PROPOSED CATCH BASIN AND PIPE EXISTING STORM MANHOLE AND PIPE DUMPSTER PAD ❑T EXISTING TRANSFORMER — w WATER LATERAL (EXISTING) tettttN&ttets ._ Z II UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS Z e LOCAIICNS AS SHrVVN, ARE BASED rN AVAILABLE — INFORMATION. .LL : al`;TID G UTILI--!'iEc IOULD "' 1 Bf, FFP.D VER!FIF'_r PRIOP TO CONSTRU-00N. ALL UTILITIES ^ "c i0 BE S'FAKF ) 'N THE FIELD BY' A LICENSED LAN, WRVEYOF; PRI-',.; TO CONSTRUCTION. s' 2 05-02-02 APPROVAL CONDITIONS KMI 3 THIS "LAN IS INVA' !D ONLE:>S 11 BEARS THE 1 03-28-02 GENERAL REVISIONS KMI IMPRESSION SEAL AND OR'31NAL S1vN NATURE OF THE PROFESSiONA4 _ FNGINEE" /c'JRV�:'.")R. q NG. j DATE DESCRIPTION BY THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTiCUT" AS ENDORSED BY THE CONNECiiCUT ASSOCIATION OF LAND SURVEYORS, INC. THIS SURVEY CONFORMS 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 12882 LIC. No. ,-2.:— ,ova - 4C 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 TELEPHONE (860) 6442511 N /F April25,2002 JE SHEPARD CO. GRAPHIC SCA12 20 0 10 20 40 IN FEET ) i inch = 20 t. 1:_Y)CT1N1(-` 1 D IC' n -In' tnrr- vF [-MUI✓LN i Y LINE 860.291.8755 rofessionals, W. . 0- Civil Engineers • Planners • Surveyors • GiS 165 south satellite road • south windsor • Connecticut 06074 ■ta I L-35 53' T-21,52, RZ�- 81 °26' 00„ 25.00 \EXISTING BUSINESS SIGN O GP®VliT LAN Mkp DESIGN,• KMl `DRAWN,• KMI I CHECKED: RPM JOB Iva: 1455 1 DA TE.• March 8, 2002 IRA IIING NO.: 14551 I-'55-2. dwo CERTT-MD MAIL 0 & W heat Treat, Inc. c/o Russell OWheiser, lr- One Bidwell ]Road South Windsor, Cr 06074 Dear W. Ohlbetser: Re: Appl #02-12P, O & W Heat Treat We are pleased to advise you that the Planning & Zoning Commission voted on April 23, 2002, to approve with modifications the above referenced application for a Site Plan of.Development This approval is for the construction of a 5,000 square foot addition for Phase I and 10,000 square foot addition for Phase 11, on property located at One Bidwell Road, lZone as shown on plans prepared by Design Professionals Inc., Job No. 1455, dated March 8, 2002, as revised. This approval is subject to the following modifications: l . Prior to commencement of any site work, a meeting must be bald 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 $2,W 0.00. 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. All plans used in the field by the developer must bear the stamp and authorized signature of the Town of South Windsor 6. VVPCA approval is not required. 7. The building street number trust be included on the final plan. 8. The Town Engineer's review comments dated March 21, 2002, must be addressed to the Town Engineer's satisfaction. 9. Screening detatiS to be finalized with Town Staff. Cooling tower to be a non -contrasting color. 10. Parking waiver to remain at 17 spaces is granted. 11. All plans used in the field by the developer must beta the stamp and authorized signature of the Town of South Windsor. Black and while transparent mylars of Sheet #2 with the above modifications, together with three blueprint copies of the entire set ofplans must be submitted to this Commission within 30 days to he 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, `/66cll_ Kevin McCann, Chairman Planning and 'Zoning Commission KM(.C/kah cc: Town Engineer Chief Building Official Assessor Superintendent of Pollution Control Fire Marshal Design Professionals, Inc. Jim Aldrich 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 'hosos co�� TELEPHONE (860) 644-2511 April 19, 2002 Certified 97000i 670000189222094 Design Professionals 165 South Satellite Road South Windsor, CT 06074 RE: Appl. 002-12P O & W Ileat Treat Inc., westerly of Rt-5, 1 Bidwell Road, 1, Industrial zone To Whom it May Concern: At the April 17, 2002 regular meeting, the Inland Wetlands Agency/Conservation Commission approved application #02-12P - O & W heat Treat Inc. - I Bidwell Road IWA/CC application for the construction of a 15,000 sq. ft. industrial building addition, water quality Swale and associated improvements on property located westerly of Rt-5, and southerly of Bidwell Road (Assessor" map #59, parcel #41) I, Industrial zone. This approval is subject to the following conditions: l . One blueprint copy of the entire set of plans and this letter reproduced thereon, must be submitted to this Commission. This must be completed within 65 days of approval prior to any construction activity on the site. Plans submitted to Planning & Zoning Commission shall be considered having met this requirement. 2. The application shall indemnify and hold harmless the Town of South Windsor against any liability, which might result from the proposed operation or use. 3. The permit is valid for five years and shall expire on April 17, 2007. It is the landowner(s)/applicant(s) responsibility to track expiration dates and notify the Commission of a renewal request at least 65 days prior to expiration. 4. All approvals required must be obtained and submitted prior to any activity on the site. 5. A contact person shall be identified on the plans. 6. It is the applicants responsibility to obtain the necessary wastewater discharge permits. 7. We recommend a bond in the amount of $2,000 be submitted to the Planning & Zoning Commission to ensure establishment of Erosion and Sedimentation Measures, the storm water Swale, and plantings. Very truly yours, INLAND WETLANDS AGENCY/ CONSERVATION COMMISSION glizabc, . Warren, Ch trperson EW: r CC'. Chief Building Official Town Engineer O & W Heat Treat, Inc. DEPENDENT RESURVEY PREPARED FOR: 11 Bidw t Road Bowl wlimaso r clonn edr- li.L SHEET 2 / CONSTRI-17"TION L.EGEND •—_'....^".aa•,••47itbNi11�6::5i.�3w�—^—`�.%{'eu3'&:'ivF::':�i�RYi7o:_..:.-:1�fii^.�i�;w36'"�a"'-'^'-�:S.G2.�i.:.�.:...,.+iSiIBS:..:ws4G[3�.- / k�1 0 - PROPOSED SHED LOCATIONS: SMALLER ViETAL SHED (APPROX. 5'X3') OUTSIDE FENCED AREA '8.75 69.25 (MINIMUIv" CLEARAivCE TO BE VERIFIED WITH FIRE MARSHAL) PROP. LOC. / i, I LAI-<bLK STIED-L.O�-ATED WITHIN FENCED AREA (TO BE LOCATED NO CLOSER THAN 25' TO TANKS, AS DEPICTED) PROPOSED BIT. PAVEMENT (SEE DETAIL) PROPOSED BIT. CURB - DUMPSTER PAD (SEE DETAIL) - EXISTING PAVEMENT TO BE REMOVED AND REPLACED AT NEW GRADES. ( - PROPOSED 8' CHAINLINK FENCE W/SLATS FOR SCREENING 0 - PROPOSED GATE -- PROPOSED HANDICAP SPACE (12'X18' W/3' HATCH) (D- PROPOSED PLANTINGS (RHODODENDRON PJM-24" MIN./5' O.C.) - EXISTING GAS TANKS - HYDROGEN, ARGON & NITROGEN (TO BE RELOCATED) C) - PROPOSED GAS TANKS (SEE TABLE 3-2.2, DETAIL SHEET) (D - PROPOSED LIGHT POLE (SEE DETAIL) - PROPOSED DRAINAGE SWALE (SEE DETAIL) 6 - PROPOSED WALL MOUNTED LIGHTING (RELOCATION OF EXISTING UNITS) 0 - PROPOSED CB TYPE CL (P) - PROPOSED STORM PIPE: 15 LF - 24" ADS N-12 @ 1.0% 0 - PROPOSED ROOF LEADER LOCATION DISCHARGING ONTO SPLASHPAD (D - PROPOSED HANDICAP RAMP (SEE DETAIL) S - PROPOSED HANDICAP SIGN PROPOSED EVERGREEN TREES (6) (4'-6' HT. MiN.; 15' ON CENTER) PROPOSED EVERGREEN TREES (9) (2-3 GAL. CONT. MIN.; 20' ON CENTER) 1. THIS MAP IS DEPENDENT ON THE MAP REFERENCE #1 & #2 AND MONUMENTATION FOUND IN THE FIELD AND DEPICTS HEREON. 2. ALL MONUMEN-I-A T i0N FOUND OR SET IS DEPICTED HEREON. 3. PROPERTY IS IN I ZONE. 4. AREA OF THE PROPERTY = 86,916 SQ. FT. 1.99 AC. 5, PROPERTY IS IN ZONE X - AREA DETERMINED TO BE OUTSIDE 500 YEAR FLOODPLAIN, AS PER FIRM PANEL 5 OF 11 COMMUNITY PANEL NUMBER 090036-0005D REV. FEBRUARY 23, 2001. 6. ALL CONSTRUCTION TO CONFORM TO THE TOWN OF SOUTH WINDSOR PUBLIC IMPROVEMENT SPECIFICATIONS UNLESS SHOWN OTHERWISE. 7. EXISTING GROUND WATER MONITORING WELLS; TO BE ABANDONED AND REMOVED PRIOR TO CONSTRUCTION. MAP REFERENCES 1. RESUBDIVISION PLAN LAND OF J.E. SHEPARD CO. J.E.S. INDUSTRIAL PARK SOUTH WINDSOR, CONN. SCALE 1"=40' DATE 10-16-84 REV TO 12-6-84 SHEET 1 OF 1 MAP NO. 6178A BY GARDNER & PETERSON ASSOCIATES. 2. PLOT PLAN J.E.S. INDUSTRIAL PARK, JOHN FiTCH BOULEVARD (U.S. ROUTE 5) SOUTH WINDSOR, CONNECTICUT, DATE 6-20-68, SCALE 1"=50' SHEET 1 OF 2 JOB NO. 6562 BY MORTON S. FINE GAS TANKS /F 70.25 O �• j M / 0 PCB-TYF TF: 67.7 I N V(2 4" ) �. -� 11_ ti i EX. D / V(36 lF 10.94 N 9 PROP, V 2. (24 63 /7 ® EXISTING IRON PIN crb EXISTING UTILITY POLE EXISTING CATCH BASIN AND PIPE --=M= PROPOSED CATCH BASIN AND PIPE ===D == EXISTING STORM MANHOLE AND PIPE D❑ DUMPSTER PAD CO EXISTING TRANSFORMER — w — WATER LATERAL (EXISTING) —339— EXISTING CONTOUR -- PROPOSED CONTOUR X6L95 EXISTING SPOT GRADE 156.3 PROPOSED SPOT GRADE SURFACE DRAINAGE FLOW DIRECTION rYYYYY'N EXISTING TREELINE ryyyW`r% PROPOSED TREELINE ��20e 8 „ 03 43 s3, W APPROX. LOC. EX. DUMPSTERS PTO BE RELOCATED) \ EXISTING LOCATION 70 WALL -MOUNTED _`SQ TING FIXTURE ' - 2,5 0 %C7.- -� IN 8. �o - cg , _ -� V� /N 520 ` `� _ '' a V63 , lNV`60•84 -- EX C o \Nsb _6 .gs T 'c 11 r /N'',Y, s s h F �o Q l Ev. l N VrF_688 g � 0 V\so S o o eU l STINo S/NESS S/oN . i.a:.:i.s+'Y- r1•�-- �. --.'- .,=—.-.-�: --' ,.-m.'•__•..L.3n.xY::.Yw'�.la_--. -a Miii'Ai31i 'eaohu„.w...A.,i...a.i::.$ '� s^"�-'��f3«.�.'[i:,i86�a�7iiipG3O�fL-1L•;:d�:+tiivlL.a�.vYQ',i4..:.'5i:.:.R5i4T.iai_s......._Y:M- - "�Lwu..iiiwiaiL,L.d3'-"0�. /. P CONTRUCTION LEGEND - PROPOSED SHED LOCATIONS: SMALLER METAL SHED (APPROX. 5'X3') OUTSIDE FENCED AREA (MINIMUM CLEARANCE TO BE VERIFIED WITH FIRE MARSHAL) LARGER SHED ---LOCATED WITHIN FENCED AREA (TO BE I OCA,TFD NO (-I OSFR THAN 25' TO TANKS, AS DEPICTED) ®- PROPOSED BIT. PAVEMENT (SEE DETAIL) CU - PROPOSED BIT. CURB - DUMPSTER PAD (SEE DETAIL) � / A - EXISTING PAVEMENT TO BE REMOVED AND REPLACED AT NEW GRADES. / o0 (E) - PROPOSED 8' CHAINLINK FENCE W/SLATS FOR SCREENING CD, - PROPOSED GATE - PROPOSED WALL MOUNTED LIGHTING (RELOCATION OF EXISTING UNITS) / /o X170. b/ o / / �� f � V > / coh b 1 / / // i/ / O /X70,25 IN, t 40 7 F ` (24 )= 6 Ek, oMN rF. /N V(36 ,94 )�63• 1. THIS MAP IS DEPENDENT ON THE MAP REFERENCE #1 & #2 AND MONUMENTATION FOUND IN THE FIELD AND DEPICTS HEREON. 2. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. 3. PROPERTY IS !IN I ZONE. 4. AREA OF THE PROPERTY = 86,916 SQ. FT. = 1.99 AC. 5. PROPERTY IS IN ZONE X - AREA DETERMINED TO BE OUTSIDE 500 YEAR FLOODPLAIN, AS PER FIRM PANEL 5 OF 11 COMMUNITY PANEL NUMBER 090036-0005D REV. EBRUARY 23, 2001. 6. ALL CONSTRUCTION TO CONFORM TO THE TOWN OF SOUTH WINDSOR PUBLIC IMPROVEMENT SPECIFICATIONS UNLESS SHOWN OTHERWISE. MAP REFERENCES LEGEND 1. RESUHUIVISIUN PLAN LANU OF J.E. SHEPARu CO. J.E.S. EXISTING IRON PIN 'INDUSTRIAL PARK SOUTH WINDSOR, CONN. SCALE 1 "=40' DATE � c EXISTING UTILITY POLE 10-16-84 REV TO 12-6--84 SHEET 1 OF 1 MAP NO. 6178A BY =_ _= EXISTING CATCH BASIN AND PIPE GARDNER & PE1 ERSON ASSOCIATES. PROPOSED CATCH BASIN AND PIPE _= EXISTING STORM MANHOLE AND PIPE (' 2. PLOT PLAN J.E.S. INDUSTRIAL PARK, JOHN FITCH BOULEVARD DUMPSTER PAD EXISTING TRANSFORMER (U.S. ROUTE 5) SOUTH WINDSOR, CONNECTICUT, DATE 6-20-68, — W — WATER LATERAL (EXISTING) SCALE 1 "=50' SHEET 1 OF 2 JOB N0. 6562 BY MORTON S. FINE -33e-- EXISTING CONTOUR AND ASSOCIATES. PROPOSED CONTOUR X6L93 EXISTING SPOT GRADE z nnVKIC_C`TI(`I IT' CTAT� Wl('W\A/AV nF_QARTAd-f\IT Ri^I-I`i OF WAY ® PROPOSED SPOT GRADE SURFACE DRAINAGE FLOW DIRECTION MAP 13WN OF SOUTH WINDSOR-EAST HARTFORD-SPRINGFIELD ROAD FROM NEWBERRY ROAD NORTHERLY TO THE EAST • EXISTING TREELINE WINDSOR TOWN LINE ROUTE U.S. 5 -- SCALE 1 "=40% DATE 8-31-42 NUMBER 132-06 SHEET 1 OF 8. 1, UNLESS OTHERWISE IJOTED, EX,ST,'JG UTILITY LOCATIONS AS SHOWN, ARE BASED (.v AVAILABLE . INFOPVATION. ALL LASTING UTILITIES SHOULD REVISIONS BE R LD VERIFIED PRIOR TO CONSTROCTION. � I 2. ALL VT.L.ITIES ARE TO BE STAK, �:N THE `'IELD 2 BY A LICENSED LIAD SURV`-YCR P`PiOZ ': y CONSTRUCTION I " 3. THIS PLAN IS INVAI.'.. .: I-ESS IT BLAHS iHE. 1 i 05-02-02 APPROVAL CONDITIONS KMI I DESCRIPTION BY \rt,IMPRES`,AON SE,% . AND "., ..1^J,`,L SIGNATURE OF THE PROFESSi�NAL _-N:_'ii.EER1 URVEYOR. NO.7 DATE � s � 0,3 43 S3, `Y �l/v "h' . . �� 36CAIP - ` _ @ n �, _Q-�� % EXIST. ROOT- LEADER 07 Y_ � DISCHARGING ONTO SPLASH PAD j79 N 37 49 -_ E _ TORA4� M _-5�. Ek /N V__ 63.52 _ ` ` ` a /N>6 7. 0 �6084_- ,.� v►- �'NN ,68 8 S IN � 60 5 C t� V-N 50 THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECT!CUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. AND CONFORMING TO HORIZONTAL ACCURACY CLASS A-2 AND VERTICAL ACCURACY CLASS T-2. TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. RICHARD P M 1RTEL 12882 LIC. No. GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. 860.291.8755 1 Q es� Yli ■ royessionals, inc. Civil Engineers • Planners • Surveyors • CIS 165 south satellite road • south windsor • connecticut 06074 TOP©GA'PH`IC PLAN PHASE 11 DESIGN.• M I DRAWN.• KMl I CHECKED: NOONE ✓oB No.: 1455 1DA TE: DRAWING NO.: 145511455- 4. DWG l EA' / TF, 68 8C8 t N V_, 0 6 �1VV\6o 60 BUSS TINo I MESS S/cN PREPARED FOR: SHEET & W HEA T TR EA T,, _I C 1 4I� I BI DW L: I . I . ROAD ...,�ami-....-.::.:...c.�axrww�cs„«: ..:.. ..,,,..,.�..•.. ,; tc.��asw�..,:. �t�tua..-:.: ...:2:.�__.. _. _:.tsr�n.... - - - -- ....r ----,�..�, _. ..a.` ..,�_..,._<...asa... �........,.,.. .... = _�...y_ _.. ,..............,.,.,...__..._.,.....�....-.....�,.��.,,�..�au..-,.....__. ...,..,.iw,.«... - _._.sv,. _.,,..«.,.... - -- TEST i�IT DATA: SOILS LOGGED 1/24/01 BY DESIGN PROFESSIONALS, INC. TEST PIT #1 DEPTH TO 6' DEPTH FROM TO SOIL DESCRIPTION 0 - 6" TOPSOIL W/HEAVY LITTER & ROOTS 6" - 4' TAN SILTY SAND AA r-' r%AMl/ 00nXA/AI (YUADA/'`T CII TQAAIfI It — It. 1) L)/1RfV DI VYYIV IiVIVIr /7v I JIL I I .Jnlvv 4.5' - 5.25' RED COMPACT SANDY SILT 5.25' - 6' RED -BROWN SILTY SAND DEPTH TO LEDGE: N/A DEPTH TO WATER: N/A DEPTH TO MOTTLING: 4' TEST PIT #2 DEPTH TO 6.5' DEPTH FROM TO SOIL DESCRIPTION 0 - 2" TOPSOIL W/HEAVY LITTER & ROOTS 2" - 3.5' TAN SILTY SAND 3.5' - 4.75' RED COMPACT SILTY SAND 4.75' - 6.5' TAN COMPACT SILTY SAND DFPTH Tn I FDC.F; N /A DEPTH TO WATER: N/A DEPTH TO MOTTLING: 3.5' TEST PIT #3 DEPTH TO 7' DEPTH FROM TO SOIL DESCRIPTION TOPSOIL W/HEAVY LITTER AND ROOTS RED SILT Y SAINU TAN SILTY SAND DEPTH TO LEDGE: N/A DEPTH TO WATER: 7' DEPTH TO MOTTLING: 4' TEST PIT #4 DEPTH TO 7' DEPTH FROM TO SOIL DESCRIPTION BLACK COMPACT TOPSOIL W/LITTER RED COMPACT SANDY SILT TAN SILTY SAND TAN COMPACT SILTY SAND DEPTH TO LEDGE: N/A DEPTH TO WATER: N/A DEPTH TO MOTTLING: 5' TEST PIT #5 DEPTH TO 7' DEPTH FROM TO SOIL DESCRIPTION 0 - 4" DARK BROWN TOPSOIL W/LITTER & ROOTS 4" - 1.5' BROWN SILTY SAND 1.5' - 2.25' RED COMPACT SANDY SILT 2.25' - 7' TAN SANDY SILT DEPTH TO LEDGE: N/A DEPTH TO WATER: N/A DEPTH TO MOTTLING: 1.5' NOTES: 1. THIS MAP IS DEPENDENT ON THE MAP REFERENCE #1 & #2 AND MONUMENTATION FOUND IN THE FIELD AND DEPICTS HEREON. 2. ALL MONUMENTATION FOUND OR SET IS DEPICTED hEREON. 3. PROPERTY IS IN i ZONE. 4. AREA OF THE PROPERTY = 86,916 SQ. FT. = 1.99 AC. 5. PROPERTY IS IN ZONE X - AREA DETERMINED TO BE OUTSIDE 500 YEAR FLOODPLAIN, AS PER FIRM PANEL 5 OF 11 COMMUNITY PANEL NUMBER 090036-0005D REV. FEBRUARY 23, 2001. MAP REFERENCES 1. RESUBDIVISION PLAN LAND OF J.E. SHEPARD CO. J.E.S. INDUSTRIAL PARK SOUTH WINDSOR, CONN. SCALE 1 "=40' DATE 10-16-84 REV TO 12-6-84 SHEET 1 OF 1 MAP NO. 6178A BY GARDNER & PETERSON ASSOCIATES. 2. PLOT PLAN J.E.S. INDUSTRIAL PARK, JOHN FI T CH BOULEVARD (U.S. ROUTE 5) SOUTH WINDSOR, CONNECTICUT, DATE 6-20-68, SCALE 1"=50' SHEET 1 OF 2 JOB NO. 6562 BY MORTON S. FINE AND ASSOCIATES. 3. CONNECTICUT STATE HIGHWAY DEPARTMENT RIGHT OF WAY TEMP. o TOPSOIL) STOCKPILE/ 10 WATER QUALITY DRAINAGE SWALE NOT TO SCALE 0 EXISTING IRON PIN co� EXISTING UTILITY POLE _ =2= = EXISTING CATCH BASIN AND PIPE PROPOSED CATCH BASIN AND PIPE EXISTING STORM MANHOLE AND PIPE DD DUMPSTER PAD �T EXISTING TRANSFORMER — w — WATER LATERAL (EXISTING) --83&— EXISTING CONTOUR PROPOSED CONTOUR CVIQIIAIr QDf1T rAAM7 SEEDING SCHEDULE ALL DISTURBED AREA 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 SQ. FT. PERMANANT 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 SQ. FT. OR 45 POUNDS PER ACRE. WOOD CHIPS SHOULD BE APPLIED AT A RATE OF 500-900 POUNDS PER 1,000 SO. 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. DRAINAGE SWALE VEGETATION P A j 0� / \ \ 3 aU�S r/Nc S/k\S > S/GN O GENERAL NOTES: 1 ALL CONSTRUCTION 0 CONFORM TO TOWN OF SOUTH WINDSOR STANDARDS AND SPECIFICATIONS UNLESS NOTED OTHERWISE. 2 ALL PROPOSED CATCH BASINS ARE TO HAVE 2 FT. SUMPS. 3. CONTRACTOR SHALT_ OBTAIN ALL REQUIRED PERMITS PRIOR TO CONSTRUCTION. 4. FIELD CHANGES SHALL HAVE PRIOR APPROVAL OF THE TOWN OF SOUTH WINDSOR AND/OR AGENT AND THE DESIGN ENGINEER. 5. CATCH BASIN TOPS SHALL NOT BE CEMENTED DOWN UNTIL FINAL GRADES ARE SET. 6. ALL PROPOSED UTILITIES ARE TO BE UNDERGROUND. 7. UNLESS OTHERWISE NOTED OR SPECIFIED, ALL STORM DRAINAGE �KICTI I!`MnKl CL All OC 1n&ICTDI 1!=T 1.1 !`l1Kl Cl1D AA AAI/`C ��II TU TUC- CTATE QC tr VIVJ II\VV VIV Jf-I,'tLL OG Ii VIVJ II\VVILV VVIVI t/1\IVI/ NICE CONNECTICUT "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. 8. 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 TYPICALLY EXCLUDES, BUT IS NOT LIMITED TO THE EXCLUSION OF DEMOLITION OR CONTRUCTION WASTE MATERIALS OR DEBRIS, COMBUSTIBLE OR NOT COMBUSTIBLE, 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. 9. ALL STUMPS TO BE CHIPPED ON SITE. STUMPS NOT CHIPPED SHALL BE REMOVED FROM SITE, NOT BURIED. 10. 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. 11. THE CONTRACTOR SHALL APPLY TEMPORARY DUST CONTROL MEASURES AS NEEDED TO ACCOMPLISH CONTROL, AND MECHANICAL SWEEPERS SHALL BE USED ON BIDWELL RD. WHERE NECESSARY TO PREVENT DUST BUILD UP. SEDIMENTATION AND EROSION CONTROL NOTES: PRIOR TO THE START OF CONSTRUCTION, FILTER FABRIC BARRIERS OR HAYBALES SHALL BE INSTALLED 1. IN CONFORMANCE WITH "GUIDELINES FOR SOIL EROSION AND SEDIMENTATION CONTROL" AS PUBLISHED BY THE SOIL CONSERVATION SERVICE. SUCH MEASURES SHALL BE MAINTAINED IN PLACE UNTIL SUITABLE PERMANENT VEGETATION IS ESTABLISHED. 2. 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. 3. HAYBALES AS SHOWN TO BE BUTTED TIGHTLY END TO END AND STAKED IN PLACE USING TWO 2' X 2" X 36" WOODEN STAKES PER BALE. 4. ALL EROSION CONTROL MEASURES ARE TO BE INSPECTED. MAINTAINED OR REPLACED ON A WEEKLY BASIS OR WITHIN 24 HOURS OF A STORM EVENT. 5. 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. 6. ANTI -TRACKING APRON SHALL BE INSPECTED REGULARLY TO ENSURE PROPER OPERATION. STONE TO BE ADDED TO OR REPLACED AS REQUIRED, AND CONTRACTOR WILL BE RESPONSIBLE TO SWEEP EXISTING ROADS AS REQUIRED. 7. EROSION AND SEDIMENTATION CONTROL MEASURES WILL BE INSTALLED PRIOR TO CONSTRUCTION, WHEREVER POSSIBLE. 8. 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. 9. ALL DISTURBED SLOPE AREAS IN EXCESS OF 3:1 SHALL IMMEDIATELY RECIEVE MULCH AND TEMPORARY SEEDING IN ACCORDANCE WITH THE FOLLOWING APPLICATION RATES: MULCH: RATE: HAY OR STRAW 90# / 1000 S.F. TEMPORARY SEEDING: RATE: PERRENIAL RYEGRASS 1.0# / 1000 S.F. 10. ADDITIONAL EROSION CONTROL MEASURES SHALL BE INSTALLED DURING CONSTRUCTION IF DEEMED NECESSARY OR ORDERED BY THE PRO FCT ENGINEER OR THE PROPER LOCAL TOWN AGENT. 11 HAYBALES TO BE PLACED SO THAT STRING DOES NOT COME IN CONTACT WITH THE GROUND. 12. CONTRACTOR SHALL PERIODICALLY CLEAN CATCH BASIN SUMPS AS REQUIRED DURING CONSTRUCTION. 13. AN APPROVED EROSION CONTROL BOND IS REQUIRED BEFORE THE START OF ANY CONSTRUCTION ACTIVITY. 4 14. THE CONTRACTOR SHALL SPRAY WATER AND APPLY TEMPORARY DUST CONTROL MEASURES AS NEEDED TO ACCOMPLISH CONTROL. MECHANICAL SWEEPERS SHALL BE USED ON BIDWELL ROAD WHERE NECESSARY TO PREVENT BUILD UP. CONSTRUCTION SEQUENCE. 4 1. PRIOR TO START OF CONSTRUCTION, THE CONTRACTOR AND THE OWNER SHALL HAVE A PRE -CONSTRUCTION MEETING WITH THE TOWN OF SOUTH WINDSOR. 2. THE SURVEYOR SHALL 7,TAKE-OUT THE LIMITS OF CLEARING AND GRADING. 3. INSTALL ANTI-1RACKING APRON AS DEPICTED HEREON. THE CONTRACTOR SHALL COORDINATE WITH THE THE PROPER AGENCIES FOR RELOCATION OF ANY UTILITIES OR SIGNS. 4. INSTALL EROSION AND SEDIMENTATION CONTROL MEASURES AT LIMITS OF CLEARING AND GRADING. 5. CLEAR AND GRUB AREAS AS SHOWN ON PLANS AND AS DELINEATED IN THE FIELD. 6. 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. 7. CONSTRUCT DRAINAGE SWALE. USE EXCAVATED MATERIAL ON SITE FOR FILL. STABILIZE SWALE PRIOR TO DISCHARGE OF SURFACE WATERS TO SWALE. 8. INSTALL STORM DRAINAGE. PROTECT TOP OF CATCH BASINS WITH HAYBALES AND FILTER FABRIC AS DEPICTED IN THE DETAILS. 9. PREPARE SUBGRADE FOR PAVING AND CURBING AND PREPARE DISTURBED AREAS FOR LOAMING AND SEEDING. 10. PLACE PAVEMENT, CURBING, AND LOAM. SEED AND MULCH OR HYDROSEED ACCORDING TO SEEDING SCHEDULE. STRETCHER BAR GALV. STEEL BANDS (8 X 8 MIN.) Table 3 22 A inmumt Distance from Outdoor Gaseous Hydrogen Systems to Exposures "lbtal gaseous klydrogen storage Less than 3500 sd 3500 sd to 15,000 scf 7n Excess of (99 m3) (99 MM3 to 425 ta3) 15 000 stf 425 m3) Type of Outdoor Exposure ft m ft m ft m 1. Building or structure (a) Wall(s) adjacent to system constructed of noncorrt bustible or limited -combustible materials (1) Sprinklcred building or structure or unspria- klered building or structure having noncom- bustible contents 0' 0 5' 15 53 15 (2) Unspiinklered building or structure with combustible contents Adjacent wall(s) vrith fire resistance rating less than 2 hours OC 0 10 3.1 25d 7.6 Adjacent wall(s) with fire resistance raring of 9 hemm nr enterb A n 5 35 5 15 a (b) Wail(s} adjacent to system constructed of other than noncombustible or limited -combustible materials 10 3.1 25 7.6 50d 15.2 2. WA openings (a) Not above any part of a system 10 3-1 10 3.1 10 3-1 (b) Above any part of a system 25 7-6 25 7-6 25 7.6 3. All classes of flammable and combustible liquids above ground (a) 0--1000 gal (3785 L) 10 3.1 25 7.6 25 7-6 (b) In excess of 1000 gal (3785 L) 25 7.6 5n 152 50 15.2 4- All classes of flammable and combustible liquids below ground - 0-1000 gal (3785 L) (a) Tank 10 3.1 10 3.1 10 3.1 (b) Vent or fill opening of tank 25 7.6 25 7.6 25 7-6 5. All classes of flammable and combustible liquids below ground- in excess of 1000 gal (3785 L) 0 (a) Tank 20 6_i 2G 6.1 20 �-1 (b) Vent or fill opening of tank 25 7.6 25 7.6 25 7-6 6. Flammable gas storage (other than hydrogen), either high pressure or low pressure (a) 0-15,000 scf (255 m 3) capacity 10 3.1 25 7-6 25 7.6 (b) in excess of 15,000 scf (255 m S) capacity 25 7.6 50 15-2 50 15.2 7. Oxygen storage (a) 20,0W scf (566 m 3) or less Refer to NFPA 51, Standard for the Design and Installation of Oxygen-Fud Gas Systans for Wilding Cutting; and Allied Process (b) More than 20,OW sd (566 m 3) Refer to NFPA 50, Sta>zdard for Bulk Oxygm Syslans at Consumer Sites 8. Fast -burning solids such as ordinary lumber, excelsior, or paper 50 15.2 50 15-2 50 15.2 .9. Slow -burning solids such as heavy timber or coal 25 7.6 25 7.6 25 7.6 10. Open games and welding 25 7.6 25 7-6 25 7.6 11. Air compressor intakes or inlets to ventilating or air- conditioning equipment so 15.2 50 152 50 152 12. Places of public assembly 25 7.6 50 15.2 50 15.2 13- Public sidewalks and parked vehicles 15 4.6 15 4.6 I5 4.6 14. line of adjoining property that can be built upon 5 15 5 15 5 15 'Portions of wall less than 10 ft (3 m) (measured horizontally) from any part of a system shall have a fire resis- tance rating oft least 1/2 hour. aFxdtu;ivc of wind- anrd din 'Portions of wrps less than 10 ft (3 m) (measured horizontally) from any part of a rysteur, shall have a fire ress tance rating of at least 1 hour_ dRurt not less than one-half the height of adjacent wall of building or structure. °0istances can be reduced to 15 ft (45 m) for Class 1115 combustible liquids. NOTE: TABLE 3-2.2 TAKEN FROM THE NFPA 50A, STANDARD FOR GASEOUS HYDROGEN SYSTEMS AT CONSUMER SITES, 1999 EDITION. , } 6' x 40' Hydrogen Tank 4' stone stri & space to fence Fence - - 4501 10'-0"-- 10'-0" TERMINAL POST PULL POST LINE POST / ` TOP RAIL 8" DIA TRUSS ROD Z,_,--TURN6UCKLE TENSION WIRE A 4'-0" 4" Min \0N\ II 2'_6" II V 3'-0" II II II II IuI u 8 r ASTM 4392, 2" CHAIN LINK CLASS A CONCRETE FENCE FABRIC, 11 GAUGE FOR ALL POSTS MOTES 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. , 6' CrAT& 6' diameter Nitrogen and Argon tank. Pad 102" x 102" with fence 6" outside pad with gate. :ADE 5" THICK CONC. DUMPSTER PAD-" (SEE PLANS FOR DIMENSIONS) tY DUMPSTER ENCLOSURE DETAIL N.T.Q. BARS O 12"O.C. PAVEMENT \ 5" THICK 4000 # CONCRETE SLAB SEE PLAN FOR DIMENSIONS o /0</ \' O \ O 9" THICK PROCESSED STONE DUMPSTER PAD DETAIL mom N.T.S. 6" CT D.O.T. 2" STONE TO BE PLACED OVER FILTER FABRIC MATERIAL RJ SEE SEDIMENT AND EROSION SHEET FOR PAVEMENT WIDTHS 7R) ?V THRU STREET EDGE OF PAVEMENT ANTI -TRACKING APRON not to scale ® ® ® ® Storm Sewer Structure I I Flow \ Flow ig Anchor with two 2"x2"x3' Stakes in each bale. Haybale Installation at Catch Basins STRF7'TS / LAWN / PAVED AREAS CROSS-COUNTRY SEE PAVEMENT DETAIL Approved granular non -organic backfill 4 Min. O �/� material placed and compacted in one D 112' foot (max.) lifts. O O O 0. ° o O Bank Run Gravel fill ..1.......! .....1 c ....i...J p-c- u11u ompacted in 6" layers. No stone �, U Q larger than 1 1/2".� . O Material shall meet D.O.T. M.02.05 Pipe, as specified 12" 1/2 O.D. PIPE 3/4" Crushed stone bedding material 1/2 O.D. in rock excavation or as directed by PIPE the engineer. The material shall meet D.O.T. M.01.01.21 for 3/4" d ^ stone. Backfill to centerline of Q Q Q v Q Q Q 6" Min. pipe when using Polyethylene or A.B.S. r pipe. 12" PI E 12" TYPICAL STORM DRAIN PIPE TRENCH S E C TI O N COMPACTED SUBGRADE TYPP "IlP" RTT I` -I II,)R NOTES: 1. TACK COAT TO BE APPLIED PRIOR TO CURB PLACEMENT AS REQUIRED BY TOWN, C❑ATING TO BE APPLIED PER M 04,01,1d4, FORM 814 A BITUMINOUS CONCRETE LIP CURB SECTION Q RAMP CURB 1" PER FT. MAX SLOPE SIDEWALK PLACE EXPANSION JOINT AT BACK OF CURB LINE RAMP EXPANSION JOINT AND AT SIDEWALK LINE. SIDEWALK GUTTER LINE SECTION A -A GRASS GRASS B 2'-0" 3'-0" MIN 2'-0" Q�J PLAN VIEW GUTTER LINE ANGLE POSTS 1. SET POSTS AND 5' UPSLOPE EXCAVATE A 6"x6" TRENCH FOR STABILITY POST UPSLOPE FROM POSTS. SILT AND SELF- FENCING CLEANING. SECTION B-B HANDICAP RAMP NOT TO SCALE 2. STAPLE THE SILT FENCING TO THE END OF THE POST F ATTACH FILTER FABRIC TO WOODEN POSTS AND EXTEND 4. BACKFILL THE TRENCH AND COMPACT F THE TRENCH THE EXCAVATED SOIL. 4LB'RNTO COMPACTED BACK-=1T(-1TIII I1=1I I- I I I I Ii11I-1II-1I I- it =ll11II I I„ Tlll CONSTRUCTION OF SYNTHETIC FILTER BARRIER )EWALK CURB 15' 6�• MM i� I- q 3" YP HANDICAP PAVEMENT (MARKING NOT TO SCALE 4 13/16" STANDARD PRECAS CONCRETE UNIT - wiz - z0 J 1- z w 7 5/8" ED NOT TO SCALE . - d-- 4 e a e e 12' 12' MIN. TRENCH MIN, WIDTH VARIES SEE TYPICAL TRENCH SECTION SECTI❑N 10 13/16" � FINISHED I ED GRADE 1'-3 3/8" i 5:" / 3" MIN' - CLASS 'C' CONCRETE OR PRECAST UNIT 4'-0" SECTION A -A PLAN VIEW CLASS 'C' CONCRETE OR PRECAST UNIT SECTION B-B 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. IN CANDY 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 WILL BE PERMITTED. MAX. CORBEL TO BE 3". NO PROJECTION SHALL. EXTEND IN- SIDE OF LIMITS. 7. ADJUST FRAME ELEVATION WITH BRICKS 6" TO 12" 8. PROVIDE MINIMUM 2'-0" OF COVER OVER PIPE AT BELLS 9. PROVIDE 6" OF 3/4" TRAPROCK UNDER EACH STRUCTURE AT BASE. TYPE 'C-L' CATCH BASIN not to scoie TOPSOIL & SEED Q 1" BITUMINOUS CONCRETE CLASS II SURFACE COURSE Q 2" BITUMINOUS CONCRETE CLASS I BINDER COURSE 6" PROCESSED AGGREGATE BASE ® 6" PROCESSED GRAVEL SUBBASE BITUMINOUS CURB AND PAVEMENT CROSS-SECTION 1J:F AND SEAL--.rv^'rKN WITH TACK COAT M 04.01 1' OR 1 1/2' (COMPACTED) CLASS 2 BITUMINOUS EBNGRE-TE SkJ,AIGE G9RSE-(9R MATCH EXISTING, IF GREATER) M 04 2' OR 1 1/2' (COMPACTED) CLASS i OR 2 BITUMIN❑US MATCH EXISTING, IF GREATER) M 04 6' (COMPACTED) PROCESSED TRAPR❑CK BASE.- M 05.01, 6' (COMPACTED) PROCESSED GRAVEL SUBASE OVER COMPACTED SUBGRADE (TRENCH BACK FILL) M.02- GRADE, B (❑R PROCESSED TRAPRDCK) NOTES 1, ALL SAW CUT AND SEALED JOINTS TO BE EITHER PARALLEL WITH, DR PERPEN- DICULAR TO, THE CENTERLINE OF THE PIPE. 2. ALL MATERIALS ARE TO MEET FORM 814A, AS AMENDED PERMANENT PAVEMENT PATCHING DETAIL NOT TO SCALE IKG// II I( II II II II II Flo II II II II II II u a rrU it II II I� I ` t_ _=r� Lifl u u u u -- — �; J FUTUM AppITION II ril! II li 1! II II If II it II II II ii II II II II II it I II 1-1II II 11 II li II II II i{ it II it i FLOOR PLAN AL©RICH CONSTRUCTION CO., INC. 48 Stock Place MANCHESTER, CONNECTICUT 0604f'• (860) 647-7544 c Cu C7 CJ CU s-t Q .-t G? L ra G CO 0) 3 .O CU O I ci' I m I G O ro W i m 0 i rT C] Q U O 4 i Q� ti L r>, 0) vE WJr is !! IN ram- ~FHA5E 2 ASS ELEVATION 5CALE 3/32" = V - Oil uJ ELEVATION $CALL 3/32" = V _ O" IrAvE NEKxNt l II 5YNTEHETIC STUCCO, (WEY }, ,I FIXED ALUM. WINDOl115, EXIST. FK FLOOR I,— MILL FIN(SH FIXED ALUM. WINDOWS SYNTE14ETIC STUCCO, GREY WHITE SPLIT FACED BLOCK TO MATCH SYNTEHETIC STUCCO, BRICK Wj) HA5 � EASE LEYAT ION $CALL 3/32" = 1' - o" 1. H, m MWAN MILL FINI3N FIXED ALUM, WINDOW5 LIMIT LINE OF PHASE I r \i 1 n " r .1 - — .1 . . — . .. n V I G rt t 91 - � It t t —. t. - I r7 t' sj I UU 5T EL EVA 110N 6CALE 3/3211 = II _ oil EXIST. SPLIT FACED BLOCK, WHITE 6LOPIED METAL ROOF, BEYOND 7 SYNTENETIC STUCCO, aR:-Y FIXED ALUM. WINDOWS, EXIST. F MILL FINISH FIXED ALUM. WINDOWS SYN. EHETIC STUCCO, GREY WHITE SPLIT FACED BLOCK TO MATCH SYNT"EHETIC STUCCO, BRICK RED c c �X16 T ING 5UIL01NG EX13i. OFFICE WIN64 • BRICK, ALUM, WINDOW SYSTEM AND STONE P41EL RAND AT LOOP EXIST. SPLIT FACED BLOCK, WHITE EXISTING 5UILDING �LOP>:p METAL--� wIN . I R PREFIN16HED METAL SIDIIj, GREY -� A5 5 anci2 5®UTH L EEVATION 5CALE 3/32" = 1 - O" ME HEIGHT AL-bft,N CONSTRUCTION Co., INC. 48 Stock Place MANCHr� Ttl►. CONNECTICUT 06()4fi (8616) 647-7544 ' CAPITAL a r c h :4 t e c t s X0 wr o= ?r"" - My summ CT. 06306 dm 32.02 d o" fvfr and pH web 3/�2" - V-0° d**W DH projwt m 0131