Loading...
HomeMy WebLinkAbout05-19P_NUTMEG RECYCLING, LLC_RYE STREETSITE PLANMODIFIC'A TION TD "y1f,N no 300 0 T LL----� IE T Uef H we -N DD R e— 5 00 U 0 C NNE(CT (C %-.T U SC MC MEADOW �N�T o �� 11 PEAR TREE HIGH 70M LANE a��/-•.✓ • \� cyEgRY e�+s► o �� o� oq� \41 prepared by. No , •� �'. . LF ........ 134— 46 Q�� :' \ : Ro"° ,Design �' SITE rofessionals, inc. oo UHF AGE ! civil engineers • planners • surveyors h s ,--- landscape architects • CIS • CPS` � � RsE° O R b �� 165 South Satellite Road ,N'(� 134— 47 ,11u SSTcam F South Windsor, CT 06074 134-48 10 EIS7WOW Nz /car (860) 291-8755 FAX (860) 291-8757 �,p0� Dy www.designprofessionalainc.com 135— 51 „ f 194 l,,.J 1 �Sp.� 1A6►I>OW �o ,•f `'! t�� F�Qc' MAP LOT NIF ABUTTER LIST Dftw e 122-1 ° 123-1 122 1 204 WEST NEWSERRY RD. CULBRO SHEPARD ASSOCIATES ~ Q `3 ' oM RtY \ NovER� BLOOMF/ELo CT 06002 V y�� ENE 2 177 RYE Sr RE/CHLE, ERNEST & NICOLE K. 3 136 RYE Sr HILL, JEAN T. 4 138 RYE Sr FOLSOM PROPERTY MANAGEMENT, LLC 5 PO BOX 415 SHEPARD POLA INC EAST WINDSOR HILL, CT 06028 12 2 — 2 6 EA BOX 415 SHEPARD POLA INC 122 —17 LOCATION PLAN EAST WINDSOR HILL, CT 06028 ' 7 34 WOODCOCK IN, WOODCOCK, JOHN J. ✓R. TRUSTEE 12 3 — 2 6 237 DUPONT AV£NU£ ALTA REALTY COMPANY. LLC 122— 8 NBNY 12551 + SCALE. 1 "= 1500' 9 1 0 ABBEBE RD. CHARBONNEAU, ANDRE L. - • it 34 WOODCOCK LN. WOODCOCK JOHN ✓. ✓R. 12 34 WOODCOCK LN. WOODCOCk JOHN J. JR.13 34 Cv� WOODCOCK,7 STAT£OF CONNEOnCUT STOTRUSTEE T£ OF CONNECT/CUTA„- 123 1 369 TROY RD. GAINER, WILL/AM N. 8• ATHENA 2 353 TROY RD. MYERS, ANNA A 12 2 — 3 12 2 — 6 �y SpU�N� Zoning Data Block 3 333 TROY RD. GRAY, LEONARD B. JR. et• SANDY B. 8 1540 SULUVAN AVE. TOWN OF SOUTH WINDSOR 123— 8 USE: RECYCLING/PROCESSING FACILITY 9 315 TROY RD. DUR/N/CK, MICHAEL J. & DARMA if 125 EDWIN RD. CHARBONNEAU, ANDRE L. `� ZONE: INDUSTRIAL (I) 134 47 1540 R123-3 SUWVAN AVE. TOWN OF SOUTH WINDSDORAN, ANNE M. J22�4 " u��ERN RP .PO ITEM REQUIRED/ALLOWED PROVIDED 46 204 WEST NEWBERRY RD. CULBRO SHEPARD ASSOCIATES CEO BLOOMF/£LD, Cr 08002 C'Lot Area 20,000 s.f. min. 1,246,811 S.F. 135 51 404 RYE Sr MATUUS, GEORGE W. 122-7 N� Lot Width 100 ft. min. 1,989.41 FEET Lot Depth 150 ft. min. 907.26 FEET 70 TOLLANO STREET CONNECT/CUT SOUTHERN RAIL , Lot Coverage 50% max. 13.5% t BLDG 6 122— 5 123— 9 Impervious Cov. 65% max. 31.3% t EAST HARTfORO, CT 06108 123-11 Building Height 40 ft. max. 37.5 FEET Bldg. Stories 2 max. 2 stories Front Yard 35 ft. min. 143.1 FEET Q Rear Yard 25 ft. min. N/A Q` Side Yard 10 ft. min. 39.0 FEET Parking 195 spaces 197 spaces 122-12 PARKING REQUIREMENTS: 122-13 122-11 122— 9 PARKING SPACE — 9' X 18' MIN. USE (INDUSTRIAL) — 4.5 SPACES PER 1000 SF OFFICE 1 PER 1250 S.F. OF WAREHOUSE + 1/EMPLOYEE OFFICE = 16,100 S.F. = 72 SPACES WAREHOUSE = 156,530 S.F. = 150 SPACES FINAL PLANS MAP 1 KEY A P TOTAL REQUIRED: 222 SPACES PARKING PROVIDED: 100 SPACES R! 4F �OUTH Vim,, AU /tr�1�c��R RESERVE PARKING = 129 ��- ����-� c��' e SCALE: 1 " 200' (SHOWN FOR ZONING COMPLIANCES BUT NOT TO BE CONSTRUCTED UNLESS NEEDED) �S' — TOTAL PARKING = 229 THESE DRAWINGS ARM THE PROPERTY OF PE:516N PROFENGEEN 5510NAL5, I., AND HAVE S PREPARED SPEGIFIGALLY FOR THE OWNER/APPLICANT FOR THIS PROJECT. THEY ARE NOT TO BE USED FOR ANY OTHER PURPOSE OR BY ANY OTHER PERSON OR PER NOR ---- DATE: -SONS REPRODUCED IN ANY MANNER WITHOUT T*'7 EXPRESS WRITTEN PERMISSION OF PES16H PROFESSIONALS, IW-,. SHEET INDEX T'HESM PLANS ARM INVALID UNLESS THEY BEAR n-M ORIGINAL S16NAT'URE AND IMPRE5510N SEAL OF THE PROFESSIONAL ENGINEER OR SURVEYOR 1 COVER SHEET/KEY MAP THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-30013-1 THRU 20-30OB-20 OF THE APPLICANT: 2 PLOT PLAN p REGULATIONS OF CONNECTICUT 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 s+w FROM OTHER MAPS , RECORD RESEARCH AND/OR OTHER SOURCES OF INFORMATION. IT IS NOT TO BE CONSTRUED AS NUTMEG RECYCLING, LLC OWNER: 3-5 TOPOGRAPHIC PLAN ;�• HAVING BEEN OBTAINED AS THE RESULT OF A FIELD SURVEY AND IS SUBJECT TO SUCH CHANGE AS AN ACCURATE 4� _ •,a . 237 DUPONT AVENUE01 ,�� FIELD SURVEY MAY DISCLOSE. A LTA REALTY COMPANY, LLC - ,,,,;��4�, _ NEWBURGH NY 12551 6 DETAILS ryj111101 TO THE BEST OF MY KNO OGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. '''' fNfflMklY� 23 DU T AVENUE 12882 TEL:(845) 561-0160 U H NY 12551 7 PAVEMENT PLAN RICHARD P. MARTEL LIC. No. FAX : (8 45 � 5 6 2 — 8 412 �I�!' s0?�`T" WINDSORsHEET 1 DATE: DECEMBER 23, 2004 ILL AWING DEPT. R�r: APRIL 5, 2005 DPI PROJ. # I'755-1.dwg RZ(: APRIL 28, 2005 LEGEND 0 EXISTING IRON PIN o EXISTING MONUMENT EXISTING UTILITY POLE -Q- EXISTING SIGN _ = EXISTING CATCH BASIN AND PIPE �#= PROPOSED CATCH BASIN AND PIPE PROPOSED STORM MANHOLE AND PIPE _ = EXISTING SANITARY MANHOLE AND PIPE aYo EXISTING WATER MAIN AND HYDRANT - S - SANITARY LATERAL O EXISTING MONITOR WELL - - 330--- EXISTING CONTOUR ® PROPOSED CONTOUR x61.9s EXISTING SPOT GRADE C:t PROPOSED SPOT GRADE EXISTING TREELINE PROPOSED TREELINE -- EXISTING PROPERTY LINE - REGULATED AREA • INLAND WETLANDS _ Tt:rcun. o��t:uz`A `l.�irzJ�a� •� ��� 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CT 06074 ^osn..cor�' TELE"HONE (860) 644.2511 CER'11FiED MAIL 0` �s m ->wts a/-' So,dA `l,�&,z&uz o°` 1540 SULLIVAN AVENUE . SOUTH WINOSOR. CT 06074 ao,.corr TELEDHONE (860) 644.2511 Apnl 12, 2005 Certified 07004251000O398029424 Design Professionals, Inc. 165 South Satellite Road South Windsor. CT 06074 RE: Appl.#05.19P- Hudson Baylor Corp. Dear Mr. Semprebon: At the April 6, 2005 regular meeting, the Inland Wetlands Agency/Conservation Commission approved application #05.19P - Hudson Baylor Corporallan - 300 Rye Street - Inland Wetland Conservation Commission - application for regulated actirAlus in connection with the construction of an access drive and associated Improvements on property located southerly of Troy Road and easterly of Rye Street. Industrial zone. This approval is subject to the following conditions: 1. One blueprint copy of the entire set of plans and this letter reproduced thereon, must be submitted to this Commission. This must be completed within 65 days of approval prior to any construction activity on the silo. 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 6, 2010. It Is the landowner(syapplicant(s) responsibility to track expiration dales and notify the C I 'o of a renewal re cast at least 65 da s rior to expiration Hudson Baylor Corporation April 12, 2005 Page 2 7. We recommend a bond In the amount of $10.000 be submitted to the Planning 8 7_Onini) COntmissi-rn ensures Vorytrulyyours, --I-'-- ............................,�� Philip Forzley, Vice Chairperson INLAND W Ef ILIW OS AGENCY/ CONSERVATION COMMISSION PF:dr cc: Chief 8.1ding Official omm ssI n q y p _ ` \ f 4. All approvals required must be obtained and subrnitl ad prior to any activity on the site. , G / rr - - _ _ 5. A contact person shall be identified on the plans. SNE11728+� - / rr r '/ / f r I SNET1731 6. We recommend a bond in the amount of $10.000 be submitted to the Planning & / , 12" 61EP• MAIN J Zoning Commission to ensure compliance with the erosion and sediment control J - r SttN 1 ry \ Q T�> -� tT SNET9/,0 measures. G tl _ -10 IV:B5.50 , \ \ \ ETI7z91 tdfi#3202 CD ` , =-- ' CP pPEO\ 'ff-8 90 �1728 �2t' l4'03"t i3 \ \ \ r/�- - - 0 �. +.. - . IlT2-If3ff5 __1 O ` 5NE =117y \ \ C CB L , a55� Tan=239.0 - \ \ \ \ �~ Y 31 , � �`��.j-tom S';'�SG� tG T.F.=49.99•I b Nutmeg Rcc elm L1.0 A I \ J \ ` , \ \\/ ` �l\02' (RUSTED) C CB g ) b � I ` IA16 1 T.F.=50.00' f1. �-• ■"v �f I C 2 �. / t t ' \ ld'Fp --�drQ \ ` \ _ _ > - �.j\ ` ♦ I \ .i?� \ \ \ � \ ,`1 _ \`, - - - - _-t � 36'• 42. H 1f T/ gN I M„- :W F.Y. ice' \ • \ 35 ' \ _ _ - "} a J I 1 (RUSTED)MP 0. _.--,r"'.. \ •.i ' \` / u 6^ CP+� `� \ \ _ \.. - - ' -^.^7 \ e \ 30� RCP 36" CMP } _i .,a w ��__� Ar._ (TJ_.T.rrr,l •"'i _ INV.=44.27' l �SNETt�r `,` "%a.` �..� �� - �...i \ \ \ \ \ \ \ `VIA (RUSTEb)\ ` \ - \ \t ` f3 1 i S! � ! I 1- YD�. AP� _I_ � I 1 � _86~ \��� �35't'Yx�•---` ` ` � \t\\ \`�ff� �y4� - t{` i 92 I 29 - 1 85.54'- N VC IN INV.=76.7' 12" CMP IN INV-76.6' BIT " CMP IN INV 6.6' 30 i' gT572A �� a .� I ! ,1 30" CMP OUTT INV.=76.4' \ CB\ ` \ \ \ \ ♦ i 1 \ ♦ iYF� F' abi I I 4 I ��: ♦ \ �F-RSA. ♦ \) \ 1 \ •. FLAG PO i r `8\PVC 1tJ ObT \ O 1 \ \ \ p l' I 6" III7V--$3.17'\\ \ \ \ \ \ -..r..�{ '',� INV.=83�` •[ 1 _ - - AT ll �\ WA fiH OF I I I 1 - - G -- - - -- - - - - Nv `�•-i ptONaITpt3 ` �;A>C 1L DOR \ EETIP 3' 01 VLI Q. _OUNIT-S R. L=546.63 MODEL 7000^-� 2.57EAST OFPR iT1721 _ __ _ - - - _-- t 1 JO ion= 20 SNET1719 r �.. •+ tET1377_ _ --S7<\a3'33"Vt •^•"""' ��• ` \ � FF:67.94 I \ 1 ••'� �.,.\ 75 �airq ��� 1 SNElli22 �,. �' -^ - CL CB ` -.IF{ 86.93�1�J -f3- - - - -- 86.05' INV:79.971 PROPOSED PROCESSING a \ INV t\0 yR , \ 1 "�sz� I 4 72' PVC IN INV.=79.4' O II y �+ AREA `o` CONG ETE�70. 9. ` t `tO`�itil ' { 1 0' CMP OUT INV.a778 - I o V5 000 SF �A� i ► PAD PROPOSED OFFICE IAONITOR Nip\ JS'f.Y. \\ XV. -� \1. \1\ I O Q WATER TOFF vELL6 ,\ \; \\\\t,\ tt \ �8� , f �• 7. II 0,000 SF �2.5' I ' Y.D. ` `; - 1 st Floor--5 000 SF LID _ 2 + \ { ✓' {t'hTER SHU FF 8' PV. I ROP \`} II f /1 eV. \vf/,. - 1 ,�, r AAA r%r-\ IN/FRI P=AA.22' 1I , - 15 I - I -nd floor-5,000 Sri F for • - � - � ` 1 i t\ '� t \ � ' + f I V r� SHED /) / SMH - rYh -TF: s7.49 1 fl 1 so. 17 r l PARKING CALCULATION: Z o I�� ! / / g6\ - • p II 6Ei,000/'1.250 + 15 EMPLOYEES = 67 SPACES REQUIRED < MONITOR 'I� \ WAREHOUSE: 1 sPAcE/1.250 SF + 1 SPACE/EMPLOYEE 0 a. WELL 5 00 ` 1 P WATER T K I \ \ 1 , l , 4 IPEt, y,� A OFFICE:p�3SPA1'i£S. /1 000 .SF U _ _ _ WATER UTOFit 10,000/1000 X &5 = 45 RfWREO DOOR ' t '\' r----`-- I I PNARRfKcM REWIRED: 112 I ` \ �1 t \ 11 PARING PROVIDER: 58 ` 1 , t 1\` I AIR CRUB�ER RESERVE PARKNG: REQUIRED 54 (54 PROVIDED) z o ON r , t \ OD r - - - - - - - 22 I AD if TRACK SPACES PROVIDED: 9 1 tt` I LP I ei I I BIT ■ ' c _ _ I It-,j!_, + j f 117 r r ! CONCRET f I C !C MO ATOP. r INV.=77.53' • I tl tt ' 1f�t11 \\ \t\ \ \ \ t SNETt716 r ++•• _ I i __:�t - W£lL 4 / m � . ............... !C ' t f I It t tt Ill \\ \l t1 t1 h{ON. r ...� ± I I� + 11 �0 IT. C _ _ -GR FF:88.10 FF:88.08 CONCA t 1 {I I I I ! I I�",+ADS, fit ` f - + t I f , 1y6{ 11781 1 I DM INV.d59.9 1- \. 11p rfZB \ -87.1 „ 1 = �O! / 1 1' J , r f / I I -C -CB f77 .� - , I a6A 18" CIAI IN INV.=79.11 ttt}yttt N CH BEAU 1 )�. \ 1 I , 1 ) I G T.F,=61. 8' ITt7R' I �- P OUT INV._' 9'\Y( ., l �L' t Ir ( I , r I r� 12" ADS IN INV.=59.3' 9 _ �_ �� \\� / �. 1 \c\ ` r , t J I / / 12"ADS T INV.<59 I' \ `� Gq • r are•' I MONITOR \ �$76 ` 'Lp ' / I / F -/- \YELL 7 1 \ t ! r r , ! r r / t ,(r39•. _ - - - ! �� r - ! �._._� �-ebg, RO,La TSMH F:86.00t{ 81 �N__6D ° P ; PROPOSED PROCESSING _ _� ® ~ r VATFR SHUTOFF R �Ck O• l !/ fi40 \ AREA MONITORSeY 1 wO IT8R WELL 2 W 1 / a a 12, CMP _ 5 PROPOSED OFFICE T,F.=87.25' � �IN _�,�.0,0 ay c 6" PVC IN V-82.2' 0 12" �MP _ - �q \- t I 1 \ g 6,100 SF 9" PVC IN V INV.=80.0' L i �$ 12" CMP 2" PVC IOUT )INV.=79.5'I • 7 -16f \ \\ .; i t ,�42 ` \ \ t WATE TOFF EXISTING BUILDING z 1 � • L GB + 1 I 2" CMP IN INV PARKING CALCULATION E c g \ ` fi2" CMP OUT N'V 7901' 1 r� \ WAREHOUSE' 1 SPACE/1,250 SF + 1 SPACE/btiPLOYEi 1\ 91.530/`1.250 + 10 EMPLOYEES - 63 SPACES REQUIRED � � � $� , ` l�iso \ 'O'� OFFICE✓ 4.5 SPACESAODO SF PARKING r,+o Y \ \ t + r " 0,100/1000 X 4,5 -27 REQUIRED \ + , PANG REQUIRED: 110 t , �� \ 1 PAfilC6EG PROVIDED: 42 wAt tuuE{F N /F _ �\ \ \ ` I BIT. CURB. R .EVE PARKING REM: %a Q7 PROV I ryCRETE 1 • ` \ \ \ ` MONITOR 1 _ 1 \ \ \ `\ WELL 10 I \ 1A0NIr UE TRUCK .SPACF:.l 58 1 I '-Si• CNITDR ` \ ` ` \ ` ` �44 \ ` JOiiN J. WOODCOCK I� _ _ tt4« 80 ° {tFLIJ03 `. • / \` \ �� \ \ JR. TRUSTEE \ - - - - V� N 1 ` , 1 I VfAT ,rkiiOFFt ��6�►F / ROOF LEADERS 1 \ 1 1 i S H E P A R D 0X86.63 INIS(TYPICAL) I I- T LIN � 8WATER BENCH MARK CONCPADPOLA INC. FHFLO..�r \ �•'�� \ \ \\ \ \\ \\ \\ '\ \, \' \\ \ \ \ 'Sj \ \ ` OF EX. BLDG ©DOORVIAY t o ' 1 1 � ` ` \ � \`\ \ \ \ \ �4> 55,RL7,7 NOTES: `\ \ ` \7 ` \ 1q ` ' --9 1. ALL MONUMENTATiON FOUND OR SET IS DEPICTED HEREON. \\ 1 \ ,/. ` \ , 1 _..L _�7 AR AREA 2. AREA OF PROPERTY = 1,246,811 sq. ft. = 28.62 cc. `\ {\ `, ; Cep t120' `� + 55'R EXCST, 1vATER LINE t I 1.180.26`� \ _ 3. PROPERTY IS IN "I" ZONE. \ �p + o£f r( tBELOW vTOP OF I I _ _ • • \ \ , \ \ RAI-4.58' �77��jj FF:88.02 \ b' �• Nf ASEl, I trtl136RET� - _ t I �"' , -F'--�-- --1 .� 4. PROPERTY IS IN ZONE X - AREAS DETERMINED TO BE OUTSIDE 500 YEAR I�SEE DETAIL) FF:88.05 FLOODPLAIN AS PER FIRM COMMUNITY PANEL 090036 0002D MAP REVISED \ - _ _ _ _ - ' 8E '� FEB. 23, 2001. \ `~-------L - - - - - -- I 10 � 1 �I -� 5. HORIZONTAL DATUM: NAD '83� a 5+00 w 0o w+oo -a✓f / = I C'-_� x x I I i 6. INLAND WETLANDS FLAGGED BY JOHN IANNI - CERTIFIED SOIL SCIENTIST ON l 5/20/03 AND FLAGS SURVEYED BY DESIGN PROFESSIONALS, INC. MAP REFERENCES: 1. SIIE NLAN - PROPERTY OF HANDY & HARMAN REFINING GROUP, INC. 300 RYE STREET SOUTH WINDSOR, CONNEC11CUT SCALE 1"=50' DATE: 6-30-99 REV. TO 7-1-99 SHEETS 1 & 2 OF 2 BY CLOSE JENSEN & MILLER, P.C. 2. PROPERTY OF CULBRO CORP. 062-260 TROY ROAD SOUTH WINDSOR, CT. SCALE 1"=100' JANUARY 1991 BY ED HALLEY AND ASSOCIATES Z -<x Oil II 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY Z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE m INFORMATION. ALL EXISTING UTILITIES 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 OF THE PROFESSIONAL ENGINEER/SURVEYOR. April 18, 2005 Mr. Galen Scntpreb In ro Design PfL' sionals, Inc. 165 South Satellite Road South Windsor, CT 06074 Re: Appl 1105-19P, Hudson Baylor Corporation - 300 Rya Street Site Plan Modification Dcar Mr. Semprebon: We are pleased to advise you that the Planning Rr Zoning Commission voted on April 12, 2005, to approve with niodifettions the above reference application for a Site Plan Modification. This approval is for the site plan modification on property located 300 Ryc Street, I zone as shown on plans prepared by Design Professionals, Inc., Job No. 1755, dated April 8, 2005, as ref iced. This approval is subject to the following moditicatioasi: I. Prior to commencement of any site work, a meeting must be held with Town Staf•. 2. No building permit will be issued until the final mylats have been filed in theTown Clerk's office. 3. This application is subject to file conditions of upproval of the Inland Wetlands Agcncy/Conscnation Commission, including 2 bond:. in the amount ofS10,000 each for erosion and sediment control and for establishment of stormwater structures. 4. An as -built plait is required prior to issuance of a Cedificate of Occupancy per Section 8.1.11 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. This approval does not constitute approval of the sanitary sewer, which can only be granted by the Water Pollution Control Authority. 7. if a State Traffic Commission certificate is required, no building permits will he issued until the certificate has been issued (per CGS §14-311). 8 Tit buildin street number must be included on the final plan 9. Pavement markings must be maintained in good condition throughout the site drives and parking areas. to Pint plan must he mortified to confnnn with site ulfut rea irements prior to f ling in the Town Clerk's office. - - - 11. The required 50' buffer must be shown. 12. Town Engineer's review comments dated April 6, 2003, must be addressed to the Town Engineer's satisfaction. Black and white transparent mylars of Shect #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 mylars have been signed by the Commission, they will be returned to you for filing in the Office of the Town Clerk. After fling these plans, a copy of the receipt must be submitted to the Planting Department. Sincerely, ,::�?.C`/ Timothy H. Wentzell, Chairman Planning anti Zoning Commission TH\V/kak cc: Jeffrey Doolittle, Town Engineer Christopher 1. Dougan, Chief Building Official Charles Danna, Assessor Fred Shaw, Superintendent of Pollution Control William Lanning, Fire Marshal \ "ON 0.55' sOUTH & 11) S.Y. 1.29 EAST( - 2hoo 1+00 \- 10+00 - --------- --86------------------- - REVISIONS THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIL' - "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTiCUT 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. 2 04/28/05 PER APPROVAL GBS 1 4/8/05 TOWN COMMENTS GBS 12882 NO. DATE DESCRIPTION BY RICHARD P. MARTEL LIC. No. - 9� --- � A• 10" C.I. WATER - - \' , ?'' l� ' / ' I MONITOR 0b' 10• S.Y. w VIELL 1 00 1315.92- _ BOLLA N /F N/F - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - nnt.,Nlc/�TI(`i I`r r!/ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I�VIVIVGIi 1 IVV CONNECTICUT _ �--------------_-----___---SOUTH-4ERN=�R_�1�88__�.__-�86__-_-.�z SOUTHERN RAIL`---- ------------------ --------------------------------------------------------------------- -- 84-------- _ GRAPHIC SCALE 60 0 30 60 120 ( IN FEET 1 inch = 60 ft. Tel. 860.291 • 8755 Fax 860.291.8757 pesign , rofessionals, Inc. civil engineers • planners • surveyors landscape architects • gis • gps 165 South Satellite Road, South Windsor, Connecticut 06074 PL©T PLA.NI DESIGN. I DRA {'YIV.• MHA CHECKED.• ✓09 NO.: 1755 DATE:• DRAWING NO.: g••/lobs/1755/1755_2. dwa 18" CP C CEI T.F.=72. a' f51 8' RCP Iriv- 8.5, 8" RCP OU` INV. 1 i68.4' , \ ° rNv. ` 77 OZ, >r� �, wfiyss o \AF74 75" RCP I�INV.- 72' PVC IN INV.=7 18" RCP OUT`NV.• RESURVEY PREPARED FOR: NUTMEG R,F'C_'CLING, LL C 300 RYE STREET SOUTH H WllN1 SOD, lS O MICTUC LV ll SHEET 2 // Id ��?1 � _ �• � �95 80 ..► i G G- - - - - - - - - - $% - � 17 W_ - - -- w IP ___- - �~ p=1 3' 01 2 �.r _ - v - _ 1-1-7'-N_ flRfi13�_ _ _ J R=1 525.01 -- - - - - - - - - - - i./ I7 L .L V ..i.a� _ 2.57' EAST OF" ROPERTY Z ORNER y�o ` T1721 t 4.06 SN E T 1719 �„^ �„•�...�.... ^r.• --� - c� SNET1716 - - ~ - - , S7�4t43'33"W .. r--... - -"t'�'�-'/53.+2� - SNET1722 79 W7#8l WF'#r78 _ - - - - - - WF#r77 - ���� - 35' F.Y. ylz �66g\ LEGEND 0 EXISTING IRON PIN El EXISTING MONUMENT -�- EXISTING SIGN -- FXISTIN(.' PROPERTY I INF --� REGULATED AREA A A A INLAND WETLANDS NOTES: 1. ALL MONUMENTAT10N FOUND OR SET IS DEPICTED HEREON. 2. AREA OF PROPERTY = 1,246,811 sq. ft. = 28.62 ac. 3. PROPERTY IS IN "1" ZONE. 4. PROPERTY IS IN ZONE X - AREAS DETERMINED TO BE OUTSIDE 500 YEAR FLOODPLAIN AS PER FIRM COMMUNITY PANEL 090036 0002D MAP REVISED FEB. 23, 2001. 5. HORIZONTAL DATUM: NAD '83 6. REGULATED INLAND WETLANDS FIELD DELINEATED BY JOHN IANNI, HIGHLAND SOILS, LLC ON MAY 20, 2003 AND FIELD LOCATED BY DESIGN PROFESSIONALS, I NC. IN SEPTEMBER 2003. 7. STREET LINE ALONG RYE STREET AND TROY ROAD IS NOT ESTABLISHED. MAP REFERENCES: 1. SITE PLAN - PROPERTY OF HANDY & HARMAN REFINING GROUP, INC. 300 RYE STREET SOUTH WINDSOR, CONNECTICUT SCALE 1"=50' DATE: 6-30-99 REV. TO 7-1-99 SHEETS 1 & 2 OF 2 BY CLOSE JENSEN & MILLER, P.C. 2. PROPERTY OF CULBRO CORP. 062-260 TROY ROAD SOUTH WINDSOR, CT. SCALE 1"=100' JANUARY 1991 BY ED HALLEY AND ASSOCIATES o u jj 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS Z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE rn INFORMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 6-9-05 PER TOWN COMMENTS MHA BY A LICENSED LAND SURVEYOR PRIOR TO 2 04/28/05 PER APPROVAL GBS CONSTRUCTION. 1 4/8/05 TOWN COMMENTS GBS 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY a PROPOSED STRUCTURES PROPOSED PIPE N0. TF INV TYPE \ `, RUN LENGTH SLOPE PIPE SIZE/TYPE C131 82.70 79.20 "C"* `CB1-CB2 260' 0.5% 15" RCP CB2 86.50 77.90 "CL" ,' CB2-MH1 170' 1.0% 15" HDPE CB3 85.50 82.05 "CL" `, C137-OU3 210' 0.5% 15" HDPE nnc 1.0 oc cn 00.ou 01) cn OLU, ..J "ram" li ' - - - rQr_ n1 I n , vLj \JU t i i r_' I I-)l 1 7r)071 I..v/o 1 �" I.i I- nD� I I�i, L_ MH1 86.00 76.20 ,' OS1-MH1 30' 1.00% 15" HDPE 80.70 0� MH1-MH2 92' 17.39% 15" HDPE (CORRUGATED) MH2 63.80 60.2 CLEANOUT-CB2 114' 0.5% 15" HDPE OS1 - 81.00 SEE DETAIL OU1-MH2 13' 13.85% 15" HDPE (CORRUGATED) OU1 - 62.00 RCCE , MH2-EXIST.10' 2.65% 12" RCP OU 3 - 81.00 RCCE , OU 4 - 81.00 RCCE * INSTALL 4' SUMP AND HOOD '. I I , N/F JOHN J. WOODCOCK \ J R . TRUSTEE Q 6Qj ;, �o ss F \ 1 \ APPLICANT: NUTMEG RECYCLING, LLC 237 DUPONT AVENUE NEWBURGH, NY 12551 TEL:(845) 561-0160 FAX:(845) 562-8412 OWNER: ALTA REALTY COMPANY, LLC 237 DUPONT AVENUE NEWBURGH, NY 12551 THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-•l 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 CONNECTICUT 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. PR VPVSED IIVIPRV VEIVIEIN' I LEGEND �fi c�NE1S J24 4I� �- \ A/'��\' A� � �tw �1. %ll A\ EX. BIT. PAVEMENT TO REMAIN \ INSTALL SILT FENCE U EX. GRASS AREA TO REMAIN @D EX. PERVIOUS AREA TO BE PAVED EU EX. FENCE TO REMAIN 0 EX. INTERIOR FENCE/GATE TO BE REMOVED \ PROPOSED FENCING (MATCH EXISTING) �H PROP. EDGE OF PAVEMENT (NO CURB) RELOCATE EXISTING FIRE HYDDANT \ RELOCATE EXISTING WATER SHUTOFF OK EXISTING BITUMINOUS PAVEMENT TO BE REMOVED \ INSTALL BITUMINOUS CURB O INSTALL PAVEMENT STRIPING ON EXISTING TREE TO REMAIN (PROTECT DURING CONSTRUCTION) @0 REMOVE EXISTING PAVEMENT STRIPING © STRIPE FOR PARKING SPACE (9'X18") TYP ® STRIPE FOR VAN ACCESSIBLE HANDICAP PARKING SPACE \ STRIPE FOR HANDICAP PARKING SPACE \S PROPOSED 5' CONCRETE WALK LOAM AND SEED \ STONE LEAKOFF - 12MODIFIED RIPRAP ON 6" GRAVEL BASE U STONE LFA/ O.FF - 6"-2" STONE ON 6" GRAVEL BASE \W REMOVE_AND REPLACE EXISTING PIPE CONNECT/RECONNECT ROOF LEADERS \X REMOVE EXISTING CATCH BASIN -PLUG EXISTING PIPES OY MATCH LXISTING PAVEMENT GRADE - SAW CUT AND SEAL JOINT \ INSTALL `CLCANOUT AA INSTALL TEMPORARY BERM AND`, RISER (SEE DETAIL) USE DETENTION BA`$IN AS SEDIMENT BASIN DURING CONSTRUCTION ae 6" PERFORATED UNDERDRAIN SLOPE=0.5% CC INSTALL CLAY LINER IN BASIN BOTTOM SEE CROSS SECTION A -A DD STRUCTURE PREVIOUSLY REMOVED IS, \ \ MON 0.55' SOUTH & 10' S.Y. 1.29' EAST OF _PROPERTY CORNER tJ v Tel. 860.291 • 8755 GRAPHIC SCALE ■ . Fax 860.291.8757 40 0 20 40 8o esign 1frofessionals, inc. IN FEET I civil engineers • planners surveyors 1 inch = 40 fL - landscape architects • gis gps 165 South Satellite Road, South Windsor, Connecticut 06074 TQPOCIhAPHIC PLAN DESIGN: GBS DRAWN.• MHA I CHECKED: GBS JOB No.: 1755 1 DA TE 12-23--04 DRAWING NO.: 1755_3-5. dwo .i' R r_T L_ P - MOi� WEl.1 PROPOSED _ co 15 W Li Cn ` G MONITOR ` WELL 10 ,I I I I l , I � � 1 ti cp Z.100 RESURVEY PREPARED FOR: NUTMEG RECYCLING, LLC 300 RYIE STREET SOUTH WUNI®S®l, CONNECTICUT 3A'00 SHEET 9 W C rA LEGEND ® EXISTING IRON PIN ID EXISTING MONUMENT -a- EXISTING SIGN -- EXISTING PROPERTY LINE REGULATED AREA ♦ ♦ .J _ __S.rf INLAND WETLANDS SMN O ZF'• 16, IL L 0 n NOTES: 1. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. 2. AREA OF PROPERTY = 1,246,811 sq. ft. = 28.62 ac. 3. PROPERTY IS IN "I" ZONE. 4. PROPERTY IS IN ZONE X - AREAS DETERMINED TO BE OUTSIDE 500 YEAR FLOODPLAIN AS PER FIRM COMMUNITY PANEL 090036 0002D MAP REVISED FEB. 23, 2001. 5. HORIZONTAL DATUM: NAD '83 6. REGULATED INLAND WETLANDS FIELD DELINEATED BY JOHN IANNI, HIGHLAND SOILS, LLC ON MAY 20. 2003 AND FIELD LOCATED BY DESIGN PROFESSIONALS, I NC. IN SEPTEMBER 2003. 7. STREET LINE ALONG RYE STREET AND TROY ROAD IS NOT ESTABLISHED. MAP REFERENCES: 1. SITE PLAN - PROPERTY OF HANDY & HARMAN REFINING GROUP, INC. 300 RYE STREET SOUTH WINDSOR, CONNECTICUT SCALE 1"=50' DATE: 6-30-99 REV. TO 7-1-99 SHEETS 1 & 2 OF 2 BY CLOSE JENSEN & MILLER, P.C. 2. PROPERTY OF CULBRO CORP. 062-260 TROY ROAD SOUTH WINDSOR, CT. SCALE 1"=100' JANUARY 1991 6 f ED HALLEY AND ASSOCIATES i �J '- �" � SNLj1726 T1 -24 r,.1 i 9 �I // \,(� /1 IRK,- i W_/F �, 07� \,, , \ , I I I I I ob I I I I I I I I I I I I 1 1 1 I I , , , ` - G- } SNETI 7 -�, �' I t. V, v ilj _ - r 12" WATER MAIN / ! O ` G ' \ N ` -� TF'• g5.50 _r r \ \ \ \ + \D (7 S`K 4-YE ISNET17ZC` ,= - ` " / - _ _ - '- _ _ - 'xc✓ Q SMCD NCR�ZE T ��� \ ` g5 90 S�y�i1728 -21 1 4' 05� . co � 14wq,33 \ #3z \ ` ' - - � - _ _ - _ _ - - CO =1 2 0 '-- \ ` ` \ \ `, ^ WF 2 - l I' #14 WF S l '-- .... /j p58 5� 'I `\ r- Tan=2 01 � \\ \ I WF\3� 1' \ WF\#2 ', S$2-_ \ C CB V T.F.=49.99'I i ` ` \ �' WF t` I #3Y `\ \ \ \\ \ `` \�7\02' "�' F ��USTED) ` C CB WV , B P 3g , ` , #16 T. F. = 50.00' jI'n1�- r a D �,. - �. 35' F.Y. ` .� \ #`� ` , \� + { t ]INV Gil. \ ``_\ 1 Ii INV.=42o \,i,. \ J / - On` A I \ ` ` \ ` \ �F `= -- � _ -_ _- 1 1\" � -• w-\-a ♦ � ` \ (RUCTf. 77 01 30 RCP 8• / 36" CMP I 44.27' T.F.=6?.94' 31" 0' ` . \ \ • \ `--- I - Y° i I I I �0 I I I III `i - �g6, _ \ I \ ` tQ I I 1 , 6" PVC IN INV.=76.7' � 12" CMP IN INV.=76.6' O BIT C I I , 24" CMP IN INV,=76.6' / e I I`. 1 I 30"I CMP OUT INV.=76.41 /-7-\ 1 I I I 1 I • t�'\\_ __ `\ `\ I \ \ \ ` #6 ; �• �r � , I I + I I I I I I I I I "I � I I I I I I ' . :.�=.GCB \ \ � \ . \. ,\ I It� . rwF#5 0 '44ELI_ 1� PROPOSED GATE \ J E m PROPOSED STORM DRAINAGE PROPOSED STRUCTURES N0. TF INV TYPE CB1 82.70 79.20 "C"* CB2 86.50 77.90 "CL" CB3 85.50 82.05 "CL" CB5 86.50 82.50, "C" M H 1 86.00 76.20 80.70 MH2 63.80 60.2 OS1 - 81.00 SEE DETAIL OU1 - 62.00 RCCE OU3 - 81.00 RCCE OU4 - 81.00 RCCE * INSTALL 4' SUMP AND HOOD o I1 11 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE n m INFORMATION. ALL EXISTING UTILITIES SHOULD 4 6/9/05 PER TOWN COMMENTS MHA BE FIELD VERIFIED PRIOR TO CONSTRUCTION, 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 04/28/05 PER APPROVAL GBS BY A LICENSED LAND SURVEYOR PRIOR TO 2 4/8/05 TOWN COMMENTS GBS CONSTRUCTION. 1 4/1/05 PER TOWN COMMENTS MHA 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY d ° I FLAG'; 0 1 PO 000` � �./ i_I.- \( t l WATEReSH TOFF`- q K I ® •II b I � oil I II , FF:87.94 SM H CL CB-TF:86.93 s y =86.IT 05' I INV:79.97� 12' PVC IN INV.=79.4'1 CMP OUT INV.=77 8 ®I r v II I11 I, I - IIjI1�� I I.._(�� yI VI 1 18 TRAILER SMH s PARKING TF: 87.49 I I D LU: 80.17 n " SEE SHEET 5 OF 6 PROPOSED PIPE RUN LENGTH SLOPE PIPE SIZE/TYPE CB1-CB2 260' 0.5% 15" RCP CB2-MH1 170' 1.0% 15" HDPE CB3-OU3 210' 0.5% 15" HDPE CB5-OU4 115' 1.30% 15" HDPE OS1-MH1 30' 1.00% 15" HDPE MH1-MH2 92' 17.39% 15" HDPE (CORRUGATED) CLEANOUT-CB2 114' 0.5% 15" HDPE OU1-MH2 13' 13.85% 15" HDPE (CORRUGATED) MH2-EXIST.10' 2.65% 12" RCP THIS SURVEY AND MAP HAS BEEN Pr'-"ARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20 OF THE REGULATIONS OF CONNECTICUI STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT 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. WATER JHUTOFF, II AIR CRUBI ER I AD II III it Ir 0 1•�iT�fi��yf f: 7.17' 1 1P IN INV.=79.11 I' > OUT INV. = 78j, 9' WATER'fulCE- --� _ l Or C.I, -� ` m - �S TRAN F� _R AREA � r � 0 .� �: �`�� \.\\ ` `�\` DOOR DOOR -VORTECH UNIT MODEL 7000 PROPOC� ` \� \ , , , ,ABIUZE ERODED GULLEY: SED PROCESSING � � 6" \PVC • � \ � �� - � ; ; � 0 ; � }. COORDINATE LOCATIONS AND EXTENTS WITH TOWN ENVIRONMENTAL AREA � UD INV., �$ 4 ` ; � \� 2` - - PLANNER. ll . ` \' \ ` If '� •_ `#17 'W#271 Q cn`' 2. CLEAR TREES AS REQUIRED FOR ACCESS AND TO PROVIDE `'35,000 SF o CONC ETA .00� ` - - `� } ` - - \, \ ` o! SUNLIGHT TO RESTORATION AREA. PROPOSED OFFICE � 0 PAD o \; ; � 6'Vc ` ' `'+ \ J �` ® 3. GRADE/FlLL SLOPE. n /� MONITOR L IN t '` `, 4. INSTALL TEMPORARY EROSION CONTROL BLANKET. 1 0,000 SF WATER UTOFF WELL 6 6 C \\ \82 P \ \ \` , ` Wk#1$ l I WF# 5. SLOPE SEEDING MIXTURE CB 12--- 2.5' I, f D. ` \ ` ` ` ,'\ ` , ` 1 y 9L OF MIXTURE (1st Floor-5,000 SF _ _ 2' \\•• \\ \, , +`, ``\ 1 �_ PERENNIAL R (K-31S 5 TALL FESCUE (K-31) 35% _ WATER SHU TI FF D P OP , `\ , 1 + +1 ` 1 ''+ , ' \ r \ \ CROWN VETCH (W/INOCULLAN7) 35X 2n d F• ! oor- 5, 000 SF) 6 D SHED I ER P=86.22' , 1 , , WF 19 REDTOP 5% W 10 I + , + 1 25 RED FESCUE 20% I J : • , , I , , I ' , 1 , 5 \ ` ' ` SEEDING RATE: 2.0 LBS PER 1,000 S.F. CK H , 1 + 1 PARKING CALCULATION: z o J , / t + `, `, , ' `, + \ \ ` •4" TOPSOIL (MINIMUM) WAREHOUSE: 1 SPACE/1,250 SF + 1 SPACE/EMPLOYEE o a MONITOR I ' ` + + + ` �+ + , I •HYDROSMUD W/SEED, FERTILIZER AND LIME. ` 1 t *HYDRO MULCH WITH CONWED 3,000 OR APPROVED EQUAL 65 000/1 250 + 15 EMPLOYEES = 67 SPACES REQUIRED Go W/TAWFIER, HYDRO MULCH APPUCA71ON RATE: 1.450 LBS/AC. r I \ *IMMEDIATELY AFTER SEEDING/HYDRO MULCHING SUPPLY AND OFFICE: 4.5 SPACEES/1000 SF WATER Tl NK t , , + `, \ ` ' I ` I +` \, A IINS TALL EROSION T 10,000/1000 X 4.5 = 45 REQUIRED DOOR DD O I ` '+ ++ \ `, `,2 , FERTILIZER TO BE 10-•10-10 TO ACHIEVE A MINIMUM OF 1 LB PARKING REQUIRED: 112 I 0���5 ' 1 `,',�' F#23 I ? I�o�MINNIiMUMO OF S.F.00 LABS of DOLOMln°�uMMECPPEER 11,000 S.F. PARKING PROVIDED. 58-- W I RESERVE PARKING. REQUIRED 54 (54 PROVIDED) Of . 1 \ , , PROPOSED IMPROVEMENT LEGEND AO EX. BIT. PAVEMENT TO REMAIN @U STONE LEAKOFF - 12" MODIFIED RIPRAP © INSTALL SILT FENCE ON 6" GRAVEL BASE © EX. GRASS AREA TO REMAIN rJV STONE LEAKOFF - 6"-2" STONE DO EX. PERVIOUS AREA TO BE PAVED ON 6" GRAVEL BASE EO EX. FENCE TO REMAIN OW REMOVE AND REPLACE EXISTING PIPE EX. INTERIOR FENCE/GATE TO BE REMOVED CONNECT/RECONNECT ROOF LEADERS O REMOVE EXISTING CATCH BASIN -PLUG © PROPOSED FENCING (MATCH EXISTING) EXISTING PIPES �H PROP. EDGE OF PAVEMENT (NO CURB) O MATCH EXISTING PAVEMENT GRADE - RELOCATE EXISTING FIRE HYDRANT SAW CUT AND SEAL JOINT O RELOCATE EXISTING WATER SHUTOFF QZ INSTALL CLEANOUT OK EXISTING BITUMINOUS PAVEMENT TO BE REMOVED AA INSTALL TEMPORARY BERM AND RISER © INSTALL BITUMINOUS CURB (SEE DETAIL) USE DETENTION BASIN AS SEDIMENT BASIN DURING CONSTRUCTION OM INSTALL PAVEMENT STRIPING N EXISTING TREE TO REMAIN PROTECT DURING CONSTRUCTION ( ) BB 6" PERFORATED UNDERDRAIN SLOPE=0.5% OO REMOVE EXISTING PAVEMENT STRIPING cc INSTALL CLAY LINER IN BASIN BOTTOM - STRIPE FOR PARKING SPACE ('9'X18") TYP SEE CROSS SECTION A -A @ STRIPE FOR VAN ACCESSIBLE HANDICAP PARKING SPACE DD STRUCTURE PREVIOUSLY REMOVED ® STRIPE FOR HANDICAP PARKING SPACE OS PROPOSED 5' CONCRETE WALK OT LOAM AND SEED Tel. 860.291.8755 GRAPHIC SCALE . Fax 860.291.8757 0 20 40 80 esign { IN rofessionals, inc. � civil engineers . planners surveyors 1 inch = 40 & landscape architects • gis gps 165 South Satellite Road, South Windsor, Connecticut 06074 TOPOGRAPHIC PLAN DESIGN.• GBS DRA KN• MHA I CHECKED: GBS ,/Da No.: 1755 DA TE 12-23-04 DRAWING NO.: 1755_3-5. dwc APPLICANT: NUTMEG RECYCLING, LLC 237 DUPONT AVENUE NEWBURGH, NY 12551 TEL:(845) 561 •-0160 FAX:(845) 562--8412 OWNER: ALTA REALTY COMPANY, LLC 237 DUPONT AVENUE NEWBURGH, NY 12551 RESURVEY PREPARED FOR: NUTMEG RECYCLING, LLC 300 RYE STREET SOUTH WUNDSOR, CONMCTRCtUT SHEET 4 1/ SEE SHEET 4 OF �_.�--- - t, - ' SC 1 I -- 9 TRUCK & 1 M c i f, OU4 i `\ \ NOTES: TRAILER PARKING I - I T / F7U eP t ►�ntit i► A�ti re nnn+ Ent iron nR c� r Pc nFpirTFn P IFR�nN ..,UND .,.. . 1- ICTE, o , icn 2. AREA OF PROPERTY = 1,246,811 sq. ft. = 28.62 ac. f i ' C 1 ^ �` . 3. PROPERTY IS IN "1" ZONE. __ , t i i INV.=77.53' W� x��^ , CONCRET ' ` D W 1 T O , ` '\ 4. PROPERTY IS IN ZONE X -AREAS DETERMINED TO BE OUTSIDE 500 YEAR + n r - } .- P , !1 ', t� ` `, ' ` '� FLOODPLAIN AS PER FIRM COMMUNITY PANEL 090036 0002D MAP REVISED L. W rD- , y`1 - FEB. 23, 2001. m --- - CZOFF:88.10� FF:88.08 r •�/q' �; ' , , 1 �, 5. HORIZONTAL DATUM: NAD '83 OBIT. -C - - - =-=-E ? t 1a.. ,ADS' M L = --- - _ r I ^ , , ' 1 _ � = G I WETLANDS FIELD DELINEATED BY JOHN IANNI, HIGHLAND � � 6. REGULATED INLAND DM ,i_ I INV.-59.9.' I 0 1 - - - SOILS, LLC ON MAY 20, 2003 AND FIEF LOCATED BY DESIGN PROFESSIONALS, 1- I� P.r.-u7.I i r , I I NC. IN SEPTEMBER 2003. 18"1CMP IN INV.=79.1� " D �, i r , T. .=61. 8' OH BEAiJr 2 1P OUT INV.=73.9' r MH1 ` I wF OU1 12" ADS IN INV.9S`IREET LINE ALONG RYE STREET AND TROY ROAD IS NOT ESTABLISHED. 12"ADS T INV.=59.1' ----- l ° „ p + r ' V�LL 9�` MONITOR D r ' ' MAP REFERENCES: {. WELL 7 { " [KD J '_ Ir I r M - ' tv�, 0 2g { SMH �, / aU , ' ' r ' / _ _ , 1. SITE PLAN - PROPERTY OF HANDY & HARMAN REFINING GROUP, INC. 300 �� `bb TF: 86.00t' ��t _- ' X79; Qa ' , ' �' , ' RYE STREET SOUTH WINDSOR, CONNECTICUT SCALE 1 50 DATE: 6-30-99 F ` - REV. TO 7-1-99 SHEETS 1 & 2 OF 2 BY CLOSE JENSEN & MILLER, P.C. m _ ESET_ _ PROPOSED PROCESSING OFFICE INV:81.60 _ t� PROPOSED r +ONITORI�G ��6- ER�IiUTS1L8E ` AREA '0 .' ' ' / / ,' ' p ` `2. PROPERTY OF CULBRO CORP. 062-260 TROY ROAD SOUTH WINDSOR, CT. �- -- -•- W WELL 2 'A�q �/6. ' \ '' �,� ^^ ` CALE 1 "=100' JANUARY 1991 BY ED HALLEY AND ASSOCIATES + i r TOP Inv A4 I^ Zr1.L CC �`a�� rn- r ^ ` J , WELL 8 _ - 1 �JJVJ- JI $� INV.-77.4 ' / o. o. - - / ,' �� s �cs v3 ' ' STABILIZE ERODED GULLEY-. LIDO PROPOSED OFFICE CL CB CB2 \ ` � 1. COORDINATE LOCATIONS AND EXTENTS WITH TONS) ENVIRONMENTAL 0. 5� T.F. = 87.25' D r i 12" _CMPL � PLANNER. _.. TfiAiEER=PARKIN ���� ' �� - - - _ _ - - - - - - \ '' ' \ ` ` 2. CLEAR TREES AS REQUIRED FOR ACCESS AND TO PROVIDE a-6 100 SF 6" PVC IN V.=82.2' o -1_" MP = u SUNLIGHT TO RESTORATION AREA. ~+ ' � r 9�,.PoCr INnI N) INV.=80.0' - -~--- "4 �. - - \ , - { I V" ., t , .., v.-, r wi - # , .1 - WF 3. GRADE/FILL SLOPE. 12" CMP OUT INV.=79.5'J " 7 g \� i #42 - i " WA 4. INSTALL TEMPORARY EROSION CONTROL BLANKET. , 10 TRUCK & I- 4 \ ' O , L CB W�#8 \ W�#Gj \ /b. SLOPE SEEDING MIXTURE {-- TRAILER PARKING EXISTING BUILDING v F.=86.06' ` ' ,� x of MIXTURE 1 , , \ � / PERENNIAL RYEGRASS 5% " 2" CMP IN INV.=79.1' , ` \ \ i TALL FESCUE (K-31) 35X -- PARKING CALCULATION: m� ,��' ` roves �-= o =• 2'• CMP OUT INV.=79.0'1 ,' ' ` ` � • \ �`''`3 �\ � REI}TOPvcin kn/,NvCULL,ANrj a�� 1 " O -+ .� WAREHOUSE: 1 SPACE/1,250 SF + 1 SPACE/EMPLOYEE " CON o P ' , , - - - _ 91,530/1,250 + 10 EMPLOYEES = 83 SPACES REQUIRED a - W�#so` \ \l RED FESCUE lox SEEDING RATE 2.0 LBS PER 1,OQo S.F. OFFICE: 4.5 SPACES/1000 SF { ` • 4" TOPSOIL (MINIMUM) M�{ ` E ' ` • HYDROSEED W/SEED. FERTILIZER AND LIME.6,100/1000 X 4.5 =27 REQUIRED T WE4L I -- - HYDRO MULCH WITH CONWED 3,000 OR APPROVED EQUAL PARKING REQU{RED: 110 \ \ \ iY/TACKIFlER. HYDRO MULCH APPLICATION RATE: 1.450 LBs/Ac. PARKING PROVIDED: 42 \ ' A ET � � \ � �\ `\ \\ \ , \ � \ , \ \ \ � •IMMEDIATELY AFTER SEEDING/HYDRO MULCHING SUPPLY AND INSTALL EROSION CONTROL BLANKET BIT. CURB. - RESERVE PARKING REQ.: 75 7i PROV. _ OFERII�JZER TO 8E 10-10-10 TO ACHIEVE A MINIMUM OF 1 L8 ( ) ` \Wfi#�S ` APPLY A MINIMUM OFS.00 (A MINIMUM DOLOMITIC 50% ORGANIC) )1,060 S F. �- wfi DG€ TRUCK SPACES: 58 W ' \ ` ` MONITOR ' ` WELL 10 NfTOR ' \ ` `\\ \ ` \ � MON�rOR u ° ."'ELL' 3 �• �n � -- - 'll- - - - - - - - - - v''EL� 8- -�- - - ' --' ' , + FUTURE PAVED 0 ' STORAGE AREA ROOF LEADERS \�� \ WF1146 X86K3 (TYPICAL) CB3 ' r .._�.�. i \ \\\\ \ \ `\ 4 _ _ , I � ' CONC PAD \#57 8" �V TER LINE BENCH MARK ' cvfO FINISHED FLOOR OF ', ap % 1 0 \ .\`�`� . \ `. ` #47 I`w#4,9 W r' ^ -i EX. BLDG © DOORWAY P , O ` ( o \ ` \ ` \ ` Co W , 55,R I ELEV: 88.02 \ t w n i `1 ' 6 L_ "1C \ \:. Q� RELOCATED " f ' S (� _ 271 F#S6 $S \ _ ISTING DOOR " ` ` -' 24� n;° I] 3 , �.{-.�...� .� J `\\ `\ C CB INV.Nc7p .99' W _ , - - �� PROPOSED WALL OPENING �- G VEL PARK AREA _{ • • �. " \ T.F.=72. 3" N O.H OR cS^ O -- + , ` WF WF 18" RCP INV.= 8.5' ( f-� - , FOR CONVEYOR (DETAILS u r � +- �'� �S I 1 , \ # #Sf , ,' TO BE PROVIDED TO RAILROAD '��n Q ' � � ; ', 8" RCP 0 T INV. 8.4' ENGINEERING DEPT. FOR n v E ` I , , ' APPROVEL PRIOR TO C B - r5" 55'R EXI T. WAT R LINE ° TI • "' � •- -� . , � ` , \ WF�r RCP ' LEGEND DE TH E W )iQ5PAVED EX. DOOR TO BE CONSTRUCTION) i IN ' 0. i a ( 11 ` \ ENV -702 J01� REA FF 88 02 RELOCATED T �, , , •., �� RAIL=�+. � _ (� EXISTING IRON PIN , ,o EI 1 EtSED- IN ETE _ _ _ _ u + ` I \ \ ; ; , , W 5 so.#S° WF#69� (SEE DETAI) END OF TRACK FF: 88. r 1 3� }, i 1 _ a1\ \\\ EI EXISTING MONUMENT g g ' C CB - _ ` T.F.=73.4 -o- EXISTING SIGN ' ' - - - _ L _ _ _ _ _ - _ _ _ _ _ _ _g6 m f Co ti T ' ' `, `w \ \ F WF#74 15" RCP i INV.= .4' .---- - - - --- v 8•(Tl� , - o \ ` 12" PVC IN VV.=71. EXISTING PROPERTY LINE w ,o 00 Q, +00 _. _ 3p0 , -'- I _ o ` 18" RCP OUT WV.=6 9 S+QO 00 OD X ----- REGULATED AREA �4+00 X - 4 , � C0 \ WF#70 8a, 2 � -A A ♦ INLAND WETLANDS 10' S.Y. 3k00 - -gF�---------- -- - - -- - APPLICANT. - NUTMEG RECYCLING, LLC 237 DUPONT AVENUE NEWBURGH, NY 12551 TEL:(845) 561 -0160 FAX:(845) 562-8412 OWNER: ALTA REALTY COMPANY, LLC 237 DUPONT AVENUE NEWBURGH, NY 12551 zo � x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE INFORMATION. ALL EXISTING UTILITIES SHOULD rn 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 OF THE PROFESSIONAL ENGINEER/SURVEYOR. 1 Co . -- w th IN 10" C.I. WATER - - -WE-LC 11! _ r MONITOR gro. �- ' 15 - , WF//7 1 J WELL 12 W r�= L _ ,v °o - REL CATE / - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J BOLL R g0 C N / F / WF#72 N/ F - -- ONNECTICU'T-- CONNECTICUTo---------- ____--_ _ ---- _ - ^- - 8 _-- - ---------SQU_T�-IERf f8- _ -- ^"-gz SOUTHERNRAIL `.'---------------------------------------------_-_-_-_-_--------------------------_-_-----------------_-_----------<-_____-_-_=__=_-------------84------ --- - - - a-ir�r-ai�nnnll�l-ir-1.1��1t►u _ _ _ _ _ _ - --_ - - _ - - - - - - IF - D PROPOSED STORM DRAINAGE PROPOSED STRUCTURES PROPOSED PIPE N0. TF INV TYPE RUN LENGTH SLOPE PIPE SIZE/TYPE CB1 82.70 79.20 "C"* CB1-CB2 260' 0.5% 15" RCP CB2 86.50 77.90 "CL" CB2-MH1 170' 1.0% 15" HDPE CB3 85.50 82.05 "CL" CB3-OU3 210' 0.5% 15" HDPE CB5 86.50 82.50, "C" CB5-OU4 115' 1.30% 15" HDPE MH1 86.00 76.20 OS1-MH1 30' 1.00% 15" HDPE 80.70 MH1-MH2 92' 17.39% 15" HDPE (CORRUGATED) MH2 63.80 60.2 CLEANOUT-CB2 114' 0.5% 15" HDPE 0S1 - 81.00 SEE DETAIL OU1-MH2 13' 13.85% 15" HDPE (CORRUGATED) MH2-EXIST.10' 2.65% 12" RCP 01-11 - 62.00 RCCE OU3 - 81.00 RCCE OU 4 - 81.00 RCCE * INSTALL 4' `)UMP AND HOOD REVISIONS THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-30015-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT 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. 12882 RICHARD P. MARTEL LIC. No. 4 6/9/05 PER TOWN COMMENTS MHA 3 04/23/05 PER APPROVAL GBS 2 4/8/05 TOWN COMMENTS GBS 1 4/1/05 1 PER TOWN COMMENTS GLW NO. I DATE DESCRIPTION BY 6" TOPSOIL -SEED WITH TALL FESCUE FREE DRAINING SAND/PEASTONE \ 8. ELEV-81' �- -� ELEV-79' 6" UNDERDRAIN 12" CLAY LINER (SYNTHETIC LINER MAY BE SUBSTITUTED INSTALL PER MANUFACTURERS SPECIFICATIONS). CROSS SECTION A --A N TS PROPOSED IMPROVEMENT LEGEND AO EX. BIT. PAVEMENT TO REMAIN (D LOAM AND SEED © INSTALL SILT FENCE @U STONE LEAKOFF - 12" MODIFIED RIPRAP © EX. GRASS AREA TO REMAIN ON 6" GRAVEL BASE D@ EX. PERVIOUS AREA TO BE PAVED STONE LEAKOFF - 6"-2" STONE EO EX. FENCE TO REMAIN ON 6" GRAVEL BASE EX. INTERIOR FENCE/GATE TO BE REMOVED REMOVE AND REPLACE EXISTING PIPE CONNECT/RECONNECT ROOF LEADERS © PROPOSED FENCING (MATCH EXISTING) O REMOVE EXISTING CATCH BASIN -PLUG �H PROP. EDGE OF PAVEMENT (NO CURB) EXISTING PIPES IO RELOCATE EXISTING FIRE HYDRANT O MATCH EXISTING PAVEMENT GRADE - RELOCATE EXISTING WATER SHUTOFF SAW CUT AND SEAL JOINT �K EXISTING BITUMINOUS PAVEMENT TO BE REMOVED OZ INSTALL CLEANOUT +� INSTALL BITUMINOUS CURB AA INSTALL TEMPORARY BERM AND RISER Q INSTALL PAVEMENT STRIPING (SEE DETAIL) USE DETENTION BASIN AS SEDIMENT BASIN DURING CONSTRUCTION ON EXISTING TREE TO REMAIN (PROTECT DURING CONSTRUCTION) BB 6" PERFORATED UNDERDRAIN REMOVE EXISTING PAVEMENT STRIPING SLOPE=0.5% © STRIPE FOR PARKING SPACE (9'X18") TYP cC INSTALL CLAY LINER IN BASIN BOTTOM - ® STRIPE FOR VAN ACCESSIBLE HANDICAP PARKING SPACE SEE CROSS SECTION A -A. R STRIPE FOR HANDICAP PARKING SPACE DD STRUCTURE PREVIOUSLY REMOVED S PROPOSED 5' CONCRETE WALK s Tel. 860.291 • 8755 GRAPHIC SCALE ® Fax 860 291 8757 TOP0O A p RIC PUN N 40 0 20 40 8o e s i g n Icrof i essional% inc, ( IN FEET) 1 DESIGN; GBS DRAW. MHA CHECKED.• GBS civil engineers • planners surveyors 1 inch = 40 it. 1! landscape architects • gis • gps JOB NO.: 1755 DATE:• 12-23-04 165 South Satellite Road, South Windsor, Connecticut 06074 DRAWING NO.: 1755 3-5. dWu RESURVEY PREPARED FOR: NUTMEG RECYCLING, LLC 300 RYIE STRIE]ET SOUTH WUNIDS0R COl`y N1S'ilL` UC(:UT SHEET 5, 7 v .4NGLE POSTS 1• SET POSTS AND 2. STAPLE THE SILT ti 'LE OS EXCAVATE A 6"x6" TRENCH FENCING TO THE FOR STABILITY POST UPSLOPE FROM POSTS. SILT END OF THE POST AND SELF- FENCING CLEANING. 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. BACKFILLCOMPACTEO-\ CONSTRUCTION OF SYNTHETIC FILTER BARRIER - 8 5/16"-\ 4 13/16" 3'-i 3/4,- STANDARD PRECAS CONCRETE UNIT W o P'-8 3 4"C)7 5/V'{ i 5'1-4-4. " SECTION A -A 1-1/2" 10 13/16" FINISHED GRADE 5" i'-8 3/8" 5" \ 3" MIN - - _ BRICK LEVELERS 00 I I o N 12 xc NOTc a 2 I G �P m 7 13/16" s� > F = CLASS 'C' CONCRETE OR PRECAST UNIT j-� 4'-4" CLASS 'C' CONCRETE OR PRECAST UNIT m NOTES: 1. ALL EXTERIOR WALLS OF CATCH BASIN WALL BE FACED, PAINTED AND GROUTED WITH CEMENT. 2. LADDER RUNGS SHALL BE PRO-VIDED IN CATCH BASIN WHERE A HEIGHT OF STRUCTURE EXCEEDS 8 FEET. r G f cI 3. IN SANDY SOILS APPLY DAMP - _ � PROOFING ON ALL FOUR WALLS. r ❑ I- 4. RED BRICK NOT TO BE USED. 5. WHERE PRECAST CONCRETE UNIT L!��� IS USED FOR SUMP THE TOP OF THE UNIT SHALL BE AT LEAST 6" BELOW THE BOTTOM OF THE I _ 5' 4" , I PIPE OUTLET FROM THE CATCH BASIN. m 6. WHERE MASONARY CONCRETE UNITS ARE USED CORBELLING WALL BE PLAN VIEW 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 scale 2_$ FRONT ELEVATION NOT TO SCALE 2-#4x4' TOP OF F E CAST CONCRETE UNIT ADJUST FRAME ELEVATION WTH CONC. BLOCKS OR BRICKS, 6" TO 1T ALL JOINTS TO BE j-POINTED FLUSH & FULL PRE CAST CONCRETE OR CONCRETE MASONRY U111TS POURED CONCRETE OR PRE CAST SLUMP OR SLAB (OR EQUAL) 3500 PSI 6" OF 3/4" CRUSHED \/-STONE NOTES: 1. MINIMUM COVER OVER TOP SHALL BE T-O'. 2 WALL THICKNESS SHALL BE SUFFICIENT TO MEET HS 20 LOADING. 3. WALL THICKNESS FOR STRUCTURES OVER 10' HIGH IS 12' FOR CONCRETE BLOCK UNITS. INSDE I1: !EIISIOPIS REMAIN THE SAME. 4. ALL PIPES SHALL BE CUT FLUSH WITH INSIDE WALLS. 5. ALL BRICKS SHALL BE CONCRETE TYPE "C" CATCH BASIN SIDE ELEVATION f Alf n7f-1 vA nI CO 8" GRAVEL SUBBASE 1f�T����G�i_r5` METE DRIVEpAY _ _ _ _ -- N.T.S. STREETS/ PAVED AREAS SEE PAVEMENT DETAIL APPROVED GRANULAR NON -ORGANIC - BACKFILL MATERIAL PLACED AND --� COMPACTED IN ONE FOOT (MAX.) LIFTS WARNING TAPE PER CONN. GENERAL STATUTE 16-345, AS AMENDED, PLACED 12" (MIN.) TO 24" (MAX.) ABOVE THE TOP OF THE PIPE. BANK RUN GRAVEL FILL PLACED AND COMPACTED IN 6" LAYERS. NO STONE LARGER THAN 1-1/2". MATERIAL SHALL MEET D.O.T. PIPE, AS SPECIFIED---- M.02.05 3/4" BROKEN TRAPROCK 3/4" CRUSHED STONE BEDDING MATERIAL IN ROCK EXCAVATION OR AS DIRECTED BY THE ENGINEER. THE MATERIAL SHALL MEET D.O.T. M.01.01.21 FOR 3/4" STONE. BACKFILL TO CENTERLINE OF PIPE WHEN USING POLYETHYLENE OR A.B.S PIPE. 4" 29) LAWN/ CROSS-COUNTRY 4 Min. le-� 12" _._ O.D. --I- 12" PIPE I TYPICAL STORM DRAIN TRENCH SECTION NOT TO SCALE ED TYPE 'K2' BIT, CURB NOTES, 1. TACK COAT TO BE APPLIED PRIOR TO CURB PLACEMENT AS REQUIRED BY TOWN. COATING TO BE APPLIED PER M 04AI.Id4. FORM 814 A NOT TO SCALE ENTUA VIRUS CONCRETE UP CURB SECTION TYPICAL SIDEWALK SECTION 3„ 1 /4" R FLOW SECTION A -A STANDARD M.H. FRAME AND COVER ADJUST TO GRADE WITH _ MAX. OF FOUR COURSES OF CONC. BRICK S-0"D O ' LJ z �C) L 16"TYP PRECAST REINFORCED CONCRETE MANHOLE ECCENTRIC CONE 5,.-. I' vwi � ALUM. � J' A STEP REINFORCED CONCRETE MANHOLE SECTIONS 'WITH w w "0 RING" JOINTS V) 0' - 5" - A 4'-0" DIA A REINFORCED CONCRETE C)¢ DO MANHOLE BASE FLOW 0 O -�17' CONCRETE OR BRICK MORTAR INVERT 6" 3/4" CRUSHED STONE FOUNDATION 14"X10" FORCED ALUMINUM SAFETY RUNG MANHOLE STEPS 16"O. C. TOP STEP TO BE 4" BELOW FRAME SECTION B-B REINFORCED PRECAST CONCRETE MANHOLE not to scale Type "C-L" top and grate 0'-8 5/16' 3'-6' 4'-6 3/8' - 0'-8 13/16, -9'- - 0'-8 13/16' 10 13/16 3'-1 3/4' 4.85 0'-8' - STANDARD PRECAST CONCRETE UNIT 1'-6' 28, 15' ORIFICE VARIES 3.50 I -8' ❑RIFICE 15' OUTLET PIPE MODIFIED RIP RAP PAD Class ffAff 1'-0• 4'-0' 1'-0° Concrete - FRONT SIDE CIRCULAR FASTENERS TO BE SPOT WELDED AS DEPICTED AND ANCHOR BOLTED INT❑ FRONT OF STRUCTURE WITH MINIMUM 1/2'X3' STAINLESS STEEL BOLTS Type "C-L" Top with Type "A" grate NOTES: 1. ALL EXTERIOR WALLS OF' CATCH BASIN WILL BE FACED, PAINTED AND GROUTED WITH CEMENT. 2. LADDER RUNGS SHALL 13E PRO- VIDED IN CATCH BASIN WHERE HEIGHT OF STRUCTURE EXCEEDS 1/2' SMOOTH STEEL BARS 8 FEET. 3. IN SANDY SOILS APPLY DAPdP- 4'X8' ❑PENINGS 28, PROOFING ON ALL FOUR WALLS. SPOT WELD @ EACH JOINT 4. RED BRICK NOT TO BE USED. 5. WHERE PRECAST CONCRETE UNIT IS USED FOR SUMP THE TOP OF ---36,-� THE UNIT SHALL BE AT' LEAST 6" BELOW THE BOTTOM OF THE TOP PIPE OUTLET FROM THE' CATCH BASI6. 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 ELEVAI,'ION 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. DETENTION BASIN OUTLET N.T.S. APPLICANT: NUTMEG RECYCLLING, LLC OWNER: 237 DUPONT AVENUE ALTA REALTY COMPANY, LLC NEWBURGH, NY 12551 237 DUPONT AVENUE TEL:(845) 561--0160 NEWBURGH, NY 12551 FAX:(845) 562-8412 DETAIL OF TEMPORARY SILTATION BASIN OUTLET GENERAL MOTES: 1. PRIOR TO START OF CONSTRUCTION, THE CONTRACTOR AND THE OWNER SHALL HAVE A PRECONSTRUCTiON MEETING WITH THE TOWN OF SOUTH WINDSOR. 2. ALL CONSTRUCTION TO CONFORM TO TOWN OF SOUTH WINDSOR STANDARDS AND SPECIFICATIONS. 3 ALL PROPOSED CATCH BASINS ARE TO HAVE 2' SUMPS. 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 DESIGN ENGINEER. 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 TOWN OF SOUTH WINDSOR PUBLIC IMPROVEMENT SPECIFICATIONS AND THE STATE OF CONNECTICUT "STANDARD SPECIFICATIONS FOR ROADS, BRIDGES, AND INCIDENTAL CONSTRUCTION, FORM 814" OR MOST CURRENT ISSUE. PERTINENT CONSTRUCTION DETAILS THAT ARE NOT INCLUDED WITH THESE DRAIMNGS SHALL CONFORM TO THE STATE OF CONNECTICUT, DEPARTMENT OF TRANSPORTATION STANDARD ROADWAY DETAILS. D ALL S I'UMPS 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 COORDINATE WITH THE PROPER AGENCIES FOR THE RELOCATION OF OF ANY UTILITIES OR SIGNS. 12 THE CONTRACTOR SHALL APPLY TEMPORARY DUST CONTROL MEASURES AS NEEDED TO ACCOMPLISH CONTROL. MECHANICAL SWEEPERS SHALL BE USED ON RYE STREET WHERE NECESSARY TO PREVENT DUST BUILD UP. 13. AFTER ALL SITE WORK IS COMPLETED, 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 - SPRING 2005 ESTIMATED COMPLETION DATE FOR THE PROJECT - FALL 2005 CONTACT PERSON FOR EROSION CONTROLS: SITE CONTRACTOR (CONTACT INFORMATION TO BE PROVIDED AT PRE -CONSTRUCTION MEETING) SEDIMENTATION AND EROSION CONTROL NARRATIVE 1. PRIOR TO THE START OF CONSTRUCTION, FILTER FABRIC BARRIERS OR HAYBALES SHALL BE INSTALLED IN CONFORMANCE WITH "GUIDELINES FOR SOIL EROSION AND SEDIMENTATION CONTROL" AS PUBLISHED BY THE SOIL CONSERVATION SERVICE. SUCH MEASUREc' SHALL BE MAINTAINED IN PLACE UNTIL SUITABLE PERMANENT VEGETATION IS ESTABLISHf-D. 2. ALL EROSION CONTROL MEASURES WILL BE CONSTRUCTED IN ACCORDANCE WITH THE "GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROI " 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. HAYBALES TO BE PLACED SO THAT STRING DOES NOT COME IN CONTACT WITH THE GROUND. 5. ALL EROSION CONTROL MEASURES ARE TO BE MAINTAINED OR REPLACED DURING CONSTRUCTION AS NECESSARY. 6. 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. 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 SHIP 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 RECEIVE MULCH AND TEMPORARY SEEDING IN ACCORDANCE WITH THE FOLLOWING RECOMMENDED APPLICATION RATES: MULCH: RATE: HAY OR STRP.W 90# / 1000 S.F. TEMPORARY SEEDING: RATE: PERENNIAL RYEGRASS 1.0# / 1000 S.F. 10. ADDITIONAL EROSION CONTROL MEASURES SHALL BE INSTALLED DURING CONSTRUCTION IF DEEMED NECESSARY OR ORDERED BY THE PROJECT ENGINEER OR THE PROPER LOCAL TOWN AGENT. 11. CONTRACTOR SHALL PERIODICALLY CLEAN CATCH BASIN SUMPS AS REQUIRED DURING CONSTRUCTION. 12. AN APPROVED EROSION CONTROL BOND IS REQUIRED BEFORE THE START OF ANY CONSTRUCTION ACTIVITY. 13. FROZEN MATERIAL SHALL NOT BE USED FOR FILL NOR SHALL FILL BE PLACED OR COMPACTED ON FROZEN GROUND. o {x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS Tel. 860.291 • 8755 z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE Fax 860 291 8757 INFORMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. esign ll�f-i11 ��� ,t� �� NE 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD {//� professionals,cl R.! - PER APPROVAL CBS DESIGN.GBS JAs DRAWN Mf/A CHECK D.BY E GB$ [[[ A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 2 04/28/05 � L_l'I] civil engineers •planners •survey®rs ! 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 4/8/05 TOWN COMMENTS CBS landscape architects • gis gps f/OB No.: 1755 DATE: 12-2.3-04 DESCRIPTION BY IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE 165 South Satellite Road, South Windsor, Connecticut 06074 GOUTI DRAWING NO.: 1755 6.dvasr STRUCTURE PREPAREDRESURVEY FOR: 300 I'Z YI :STREET - m.a... " . v..v..•nkz:.u.+.zz. awrr.r _......Fm