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HomeMy WebLinkAbout00-34P_D&L CARON, L.L.C. SITE PLAN OF DEVELOPMENT_COMMERCE WAYr -'R-j 0 Lo � SITE PLAN OF DEVELOPMENT _ ��.(�; M (r% M�C�. ��S oJ� WAY • "�J �� � `_l, �n W!l �l Jl)���s%�f� (U A U prepared by: ,Jaal9n 'I d:oresslooaIs, Inc.Civil Engineers - Planners - Surveyors - CIS 165 South Satellite Road South Windsor, CT 06074 (860) 291-8755 FAX (860) 291-8757 LOCATION PLAN DESI(;N PROFFESIONAL NOTES THESE 0RAKN65 ARE THE PROPERTY" OF DE516N PR471`E55100AL5, INC , AND HAVE BEEN PREPARED 5PEGIFIGALLY FOR THE OIA E APPLICANT FOR THIS PROJECT THEY ARE NOT TO BE 05ED POR ANY OTHER PURPO5E OR BY ANY OTHER PERSON OR PER5ON5 NOR REPRODUCED IN ANY MANNER N ITHOUT THE EXPRE5S YiRITTEN PERMISSION OF DESIGN PROFESSIONALS. ING THESE PLANS ARE INVALID 0NL.E55 THEY DEAR THE ORIGINAL 516NATLRE AND IMPRE55ION SEAL OF THE PROFESSIONAL EN&iNEER OR SURVEYOR. THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE NTH SECTIONS 20-3008-1 THRU 20-3008-20 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 BES AWB"C'3ELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON 12882 sa �rH WINDSOFI FINAL PLAN TOE' N Or SOUTHWINDS0;3 � ��s '�•' • A Y �11�1rY1 t�^� l� 1 _ 9 /-yo M —4� 1.r.., APPLICANT! OWNER D & L Caron, L.L.C. -�19 DPminn St, S. Windsor, CT 06074 Phone: KEY MAP A on 1 °° =2UAF% ° U 4c)( - 3y Q MAP LOT N/F ABUTTER LIST 121 15 359 BURNHAM Sr.. E. HARTFORD, 06767 D&L CARON LLC 16 854 FOSTER Sr.. COMMERCE WAY ASSOCIATES LLC 19 154 COMMERCE WAY HOYT, ROB£RT L. 20 1✓+' COMM£1f(.E WAY IOII, ROBERT L. 21 140 COMMERCE WAY J&M GRINDING INC. 22 140 COMMERCE WAY J8M GRINDING INC. 28 180 GOODWIN ST. E. HARTFORD, 06108 BA'W ASSOCIATES 29 145 COMMERECE WAY B&W ASSOCIATES LLC 30 145 COMMERCE WAY B&W ASSOCIATES 31 780 PROSPECT HILL RD. WINDSOR, 06095 THE REAL GROUP LLC 32 17 PHELPS RD. E. WINDSOR, 06088 WAMCO XIX LTD 33 100 OXFORD DR. LUKASIK, JAN M. & ELUZABETH K. 34 359 BURNHAM ST. F. HARTFORD, 06767 D&L CARON LLC 35 PO BOX 415 E. WINDSOR HILL, 06028 SHEPARD POLA INC. 36 PO BOX 415 E. WINDSOR HILL, 06028 THE JF SHEPARD COMPANY 37 PO BOX 415 £. WINDSOR HILL, 06028 CONNECTICUT NATIONAL BANK TR 38 PO BOX 2099 HOUSTON TX, 77001 SHELL OIL COMPANY 39 PO BOX 415 E. WINDSOR HILL, 06028 CONNECTICUT NATIONAL BANK TR 40 PO BOX 415 E. WINDSOR HILL, 06028 CONNECTICUT NATIONAL BANK TR 41 PO BOX 415 E. WINDSOR HILL, 06028 CONNECTICUT AW APONAL BANK TR 42 26 SCHWEIR ROAD BRUCE A. MANEEL£Y REAL ESTATE, LLC 122 1 204 WEST NEWBERRY RD. CULBRO SHEPARD ASSOCIATES 2 177 RYE STREET BENCHER, NICOLE K. & REICHLE ERNES 3 136 RYE ST. HILL, JEAN T. 4 136 RYE Sr.. HILL, JEAN T. 5 PO BOX 415 SHEPARD POLA, INC. EAST WINDSOR HILL, 06028 5 PO BOX 415 SHEPARD POLA, INC. EAST WINDSOR HILL, 06028 16 359 BURNHAM ST. EAST HARTFORD, 06028 D&L CARON 17 87 RYE STREET STATE OF CONN£CTICUT Il Zoning Data Blba ZONE: INDUSTRIAL (1) ITEM REQUIRED/ALLOWED PROVIDED Lot Area 20,000 s.f. min. 163,290 s.f. Lot Width 100 ft. min. 159t ft. Lot Depth 150 ft. min. 220 ft. Lot Coverage 50% max. 1.1 % Impervious Cov. 65% max. 27.7% Building Height 40 ft. max. <40' Bldg. Stories 2 max. 1 Front Yard 35 ft. min. 36 ft. Rear Yard 25 ft. min. 305 ft. Side Yard 10 ft. min. 112t ft. Parking 8 (4.5/1000 10 BUSINESS OFFICE) SHEET INDEX II 1 COVER SHEET KEY MAP 2 PLANIMETRIC SITE PLAN 3 TOPOGRAPHIC PLAN 4 SEDIMENT & EROSION CONTROL PLAN 5 II DETAILS REVISED: September la, 2000 DATE: June 27, 2000 RICHARD P. MARTEL LIC. No. F : /6ALEN/J085/1255/1255KM.DW6 SHEET a1 �.wrl 01Ps 2vin� 1S10SULLNA11AVENUE . 110U WINDSOR, CON., o8or4 * f AREA CODE 860 1 644-2511 CERTIFIED MAIL October 10, 2000 D&L Caron, LLC 312 Deming Street South Wiadsor, CT 06W4 Dear Madera Sir: Re: AppI A'W34P, Star Gas Special Exception and Site Plan We arc pleased In advise you &M the Planning & Zoning Commission voted on September 26, 2000, to approve with modifications the above referenced application for a Site Plan of Development &W your request for a Spend Exception to Section 6.1.3.5. This approval is for the construction of a facility for the We propane on the northerly side of Comtoerce Way and the westerly side of Rye SL . I zone as shown on plans prepared by Design Professionals, Inc, Job No. 20 1232 dated bJ27/00 S. Engineering comments of 9/26/00 must be addressed to the satisfaction of the Town Fugues. The driveway must be moved 10 feet in the southerly direction. Q. Thr yM,;,�1 building iletgiat ,'i:,t� w i U%Aw w'ahc a= = i4a"irc. 10. Existing and proposed tree line must be completed on shed 3. 11. Ambitcuuaal Design Review Board recommendations to be incorporated in final plans. All mechanical equipment to be located toward rear of building: - A variety of evergneeas should be incorporated along the western boundary and the screening trees should be extended to complete the gap between the new treeline and the proposed plantings; Building lighting to be full cut off wall pak hgbting, subject to town staff review; and - Applicant to return to ADRC for review of sigttage detaiLs when design is completed. Black and white transparent mylars of Sheet 2 with the above modifications, together with three blueprint copies of the entire set of plans mast be submitted to this Commission within 30 days to be stamped and signed. The lcam 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 sighted 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. The attached Special Exception form must be completed and filed in the Town Cicrk's office. The special exception will take effect upon filing - Sincerely, as rtvrsod. This approval is Sub)= to the following mu diftc ati ns: &Ua4,C1 . '71L" /C/ff-J 1. Prior to commencement of any site work. a meeting must be held with Town Staff U Walter J. Mealy, Chairman N/F 2 No building permit will he issued until the final mylars have been filed in the Town C9rrk's office. Manning and "Zoning Cumniissiou S TA rE of coNNEe rice r 3. This application is subject to the conditions of approval of the Inland Wetlands Agency/Conservation WJM/dlw � / Commission, inchiding a bond in the amount of $1,000. Enclosures 4. An as -built plan is required prior to issuance of a Certiftcate of Occupancy per Section 8.1.10 of the cc: Town Engineer Zoning Regulations. Chief Building Official \ \ Assessor 5. I,audscape bond in the amount of $2,000 is required and mtist be submitted prior to filing of mylars. Superintendent of Pollution Control I . P . Fire Marshal 6. All plans used in the field by the developer must bear the stamp and authorized signature of flee Town of South Windsor. 7. WPCA approval is required. COMMON NAME 1A AUTUMN FLAME MAPLE B BRADFORD PEAR C SARGENT CHERRY D JAPANESE BARBERRY E BLUE STAR JUNIPER F APRIL SNOW RHODODENDRON H WHITE PINE BLACK PINE GREEN SPRUCE © LANDSCAPING STONE/MULCH ,n, = 15-19'26\ R= \T = 5300 116]I' L = 9�' �s. 0 !-A ,< y O +19, o \ �tNti }(S1 6' (5 G WPR (`CAIFIDAI CITF DI AAIT 1 ICT VLI11L1\PL_ JI IL 1 L-MI`I1 LIBI BOTANICAL NAME ACER RUBRUM "AUTUMN FLAME" PYRUS CALLERYANA "BRADFORD" PRUNUS SARGENTII BERBERIS THUNBERGII JUNIPERUS SQUAMATA RHODODENDRON "APRIL SNOW" PINUS STROBUS PINUS NIGRA AUSTRIACA PICEA PUNGENS N/F / JAN M. do EL IZABE iH K. L UKA SIK 40' / �=76 65 O A� QUANTITY SIZE 2 3"-3 1 /2" CAL. 2 2"-2 1 /2" CAL. 1 2"-2 1 /2" CAL. 6 18"-24" HT. 4 12"-18" HT, 2 24"-30" HT. 7 (MIXED) 6'-8' HT., 15' O.C. 6 6 N u I UNLESS 01HERWISE NOTED, EXISIING UIILIIY LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE ' KEVI�)IUNJ cd U INFORMATION. ALL EXISTING UTILITIES SHOULD clan BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 10-13-20DO opprovol letters RA BY A LICENSED LAND SURVEYOR PRIOR TO 2 10-4-2000 town comments RA CONSTRUCTION. 1 9-21-00 town comments RA 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DA TE DESCR!PTI ?N BY I ) 8' CHAIN LINK FENCE WI IH NKIVAC;Y S IRIPS O2 1000 LP GAS TANK O3 12' x 12' DUMPSTER PAD G4 30,000 GALLON LP GAS STORAGE TANKS (D GRAVEL SURFACE O6 PAVED PARKING AND DRIVEWAY O7 EDGE OF PAVEMENT U 6" BITUMINOUS CURBING r�9 LSI CLASSIC (SMALL) OR EQUIVALENT 150 WATT HPS 18' MOUNTING HEIGHT DOUBLE UNIT 10 8' x 16' PLATFORM 11 MECHANICAL EQUIPMENT PAD 12 PARKING FOR COMPANY VEHICLES 13 FULL -CUTOFF WALL PAK LIGHTING THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20--30ob-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT' 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 F MARTEL 12882 LIC. No � •A e•f auktL 0 Jauth Cl% o�i e c I SW SULLIVAN AVENUE • SOM MOSOR, CT 06074-2786 AREA CODE 860/1i44,2511 October 13, 2000 FAX860/6443781 Mop Professionals, Inc. 165 South Satellite Road South Windsor, (71. 06074 Attn: Galen Senrprebon. P.B. RE: Approval to cmiaed star Gac 195 Csmareree way, South Windsor. CT tt60'14 iksar Mr. Semprebon: 71ie South Windsor Water Pollution Control Authority. at its regular meeting of Octobcr 3, 20t10, gave approval for the co®oction io the Town's sewerage rystan of a corrunerzial building at 195 Commerce Way, South Windsor, C,T, as mcae specifically shown on plane entitled "D & 1. Caron, LI.C, Site ik-velovsnent Plan for 195 commerce Way oc: y ", prepared by Deagt Professionals, r., 165 SaHh Satellite Road, South Windsor, Cf, Project No. 20-1233, Drawing No(s). 1233-2, 1233-3 datul 6-15-00, revised 9- 18-01) and subject to the following conditions: I. Technical approval of the Town lingmoering Department. 2. Final Authority approval and acceptance of the sanitary sewerage cos mention will be given once the sewer line has been mstallud and inspoceod by the Town stall, and based upon the wnuen vcrifwation of the Town staff that said sanitary sewer line was insu Had in subutanual conformance with the design plans previously approved by the Authority, and meeting all Town regulations and appropriate technical specifications relating to sanitary sewer construction. This approval lencr niust be super mgKmed on the final approval plans. Very truly yours, 'R/d.�ZZ_ Water Pollution Control Authority INLAID WETLANDS �T� 0('- Matthew fialligan, Town Manager Michael). Garitidc, Dimi:tor of Public Works terry lauetta, Town F.ugineer Mania Bench, Director of Planning John C'olims, Chief Building laspectew ' David Caron 3 3 7'30 „W 25' REAR YARD er_ 1 Z o Is! - -< O 1 LEGEND ® IRON PIN TO BE SET EXISTING IRON PIN o MONUMENT TO BE SET ■ EXISTING MONUMENT -� EXISTINGD UTILITY POLE PROPOSED UTILITY POLE _ = EXISTING CATCH BASIN AND PIPE == PROPOSED CATCH BASIN AND PIPE PROPOSED STORM MANHOLE _ = EXISTING SANITARY MANHOLE AND PIPE -- sue— PROPOSED SANITARY MANHOLE AND PIPE � 0 PROPOSED WATER MAIN AND HYDRANT ® DUMPSTER PAD ROOF LEADER — S — SANITARY LATERAL — W — WATER LATERAL 330 EXISTING CONTOUR —[�— PROPOSED CONTOUR X61.95 EXISTING SPOT GRADE =1 PROPOSED SPOT GRADE SURFACE DRAINAGE FLOW DIRECTION — — REGULATED AREA INLAND WETLANDS - — — — - SILT FENCE — — CONSTRUCTION LIMIT NOTES: 1. THIS MAP IS DEPENDENT ON THE MAP REFERENCED HEREON AND MONUMENTATION FOUND IN THE FIELD AND DEPICTED HEREON. 2. TOTAL PARCEL AREA = 163,290 Sq. Ft. A i /r = 3.74 AC. /v/r STA rE OF CONNECTICUT 3. TOPOGRAPHY IN THE AREA OF PROPOSED DEVELOPMENT IS FIELD VERIFIED AND MEETS T-2 STANDARDS OF ACCURACY. REMAINING TOPOGRAPHY AT T-D. 4. WETLANDS FLAGGED BY HIGHLAND SOILS 8-6-99, AND WERE FIELD LOCATED BY DESIGN PROFESSIONALS, INC. 5. HORIZONTAL DATUM: MDC 6. VERTICAL DATUM TAKEN FROM TOWN OF SOUTH WINDSOR RECORD SANITARY SEWER DRAWING. 7. THERE IS NO 100 YEAR FLOOD PLAIN ON THIS SITE. Zwn o►lyeW&U&0t 1540 SUL UVAN AVENUE • SOUTH VANDSOR, GONN. 00074 AREA CODE MO 1 644-2511 September 26, 2000 Certified #P462498116 D & L Caron 195 Commerce Way South Windsor, CT 06074 RE: Appl. #00-34P, D & L Caron To Whom It May Concern: At the September 20, 2000 regular meeting, the Inland Wetlands Agency/Conservation Commission approved application #00-34P - D & L Caron LLC, 195 Commence Way - Conservation application for the construction of a 1800 sq. ft. industrial building, parking, a storage yard, drainage, and associated improvements on property located northerly of Commerce Way and westerly of Rte Street (Assessor's ma' #121, 122, parcel #34, 16) 1 zone. (Assessor's map #60, parcel #10). This approval is subject to the following conditions: 1. One blueprint copy of the entire set of plans and this letter reproduced thereon, must be submitted to this Commission. This must be completed within 65 days of approval prior to any construction activity on the site. Plans submitted to Planning & Zoning Commission shall be considered having met this requirement 2. The application shall indemnify and hold harmless the Town of South Windsor against any liability, which might result from the proposed operation or use. 3. The permit is valid for five years and shall expire on September 20, 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. i 860. 291 • 8755 GRAPHIC SCALE 40 0 20 40 � esign ( IN FEET > &rof essionals, Inc. 1 inch = 40 ft. Civil Engineers • Planners ' Surveyors • CIS 165 south satellite road south windsor connecticut 06074 ��������P�� plan MAP REFERENCES: 1. PHASE II - JOHN FITCH INDUSTRIAL CENTRE PROPERTY OF JFI ASSOCIATES, INC. SULLIVAN AVENUE AND RYE STREET, SOUTH WINDSOR, CONNECTICUT - SCALE 1" = 40'. JANUARY 1957, REV. NOV. 17, 1987 ZONE I PREPARED BY LUZZI ENGINEERING & SURVEYING, SHEETS 5 & 6 OF 6. D & L Caron LLC September 26, 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 $1.000 be submitted to the Planning & Zoning Commission to ensure compliance with the Erosion and Sedimentation Control Measures and establishment of the stormwater swale for one growing season. Very truly you, zli th Warren, Chairperson MIAD WETi.ANDS AGENCY/ CONSERVATION COMMISSION EW:dr cc: Chief Building Official Town Engineer DESIGN.- RA I DRAWN.• RA I CHECKED: GBS all/L7 No.: 20-12JJ DA 7E.- 6-15- 00 DRAWING NO.. 1233- APPLICANT/OWNER D & L Caron, L.L.C. 312 Deming St. S. Windsor, CT 06074 Phone: Dependent Resurvey D & L Caron, L.L.C. MIS') Commerce W ZV South Windsor Connecticut _� _� ___ __ __ l �, 21 SILT FENCE AfA - Agawam fine sandy loam 0-3% 9 ANTI -TRACKING APRON NnA - Nlnlgret fine sandy loam 0-3% 203 HAY BALES SsA - Subbury fine sandy loam 0-3% Y 24 CATCH BASIN HAY BALES OR WRAP Te -Terrace escarpments sand and clay Wv6 - WMldsor loamy fine sand 3-8`Xe, 25 40' INLAND WETLANDS REGULATED AREA C) SOIL DELINEATION LINE (TAKEN FROM HARTFORD COUNTY SOIL SURVEY) NIF S TA TF OF CONNEC TI CU T Te I P. \ i N/F Af A � -- JAN M. do EL IZAHETH K 21 _ L UKA SlK — 00 1/ SsA 1 40 1 �3- (25)1 \ /C INL D WETLANDS 25 REAR YARD 10, \ �= 76 5 ° NnA P2 G I.P. m oo ♦ 1 � . 00 oot TEMPORARY ' Fug 0oboo° ® , TOPSOIL 00 oSTOCKPILE Z �me 00 so W - / ' M ' / :55 PROPOSED �Z \ s �® \ I STORY 21 / BUILDING-55 \z W vo o � \ j SEDIMENTATION AND EROSION CONTROL NARRATIVE I / 1 PRIOR TO THE START OF CONSTRUCTION, FILTER FABRIC BARRIERS OR HAYBALES SHALL BE INSTALLED +e \ +��\ M ♦ ♦ ` // / / 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. \ qt + \ / 2. ALL EROSION CONTROL MEASURES WILL BE CONSTRUCTED IN ACCORDANCE WITH THE "GUIDELINES FOR SOIL er M. / / 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" STAKES / 4. ALL EROSION CONTROL MEASURES ARE TO BE INPPECTED, MAINTAINED OR REPLACED ON A WEEKLY BASIS OR . i i� i / WITHIN 24 HOURS OF A STORM EVENT EX µ� SEEDING SCHEDULE 5, CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTATION OF ALL SEDIMENTATION AND EROSION CONTROL MEASURES g G SHOWN ON THESE PLANS THIS RESPONSIBILITY INCLUDES IMPLEMENTATION AS WELL AS MAINTENANCE ANY LEGEND ® IRON PIN TO BE SET • EXISTING IRON PIN El MONUMENT TO BE SET ■ EXISTING MONUMENT -.9- EXISTINGD UTILITY POLE PROPOSED UTILITY POLE _ = EXISTING CATCH BASIN AND PIPE -- PROPOSED CATCH BASIN AND PIPE PROPOSED STORM MANHOLE _ =0= = EXISTING SANITARY MANHOLE AND PIPE ---&— PROPOSED SANITARY MANHOLE AND PIPE t PROPOSED WATER MAIN AND HYDRANT ® DUMPSTER PAD ROOF LEADER — S — SANITARY LATERAL — W — WATER LATERAL 330 EXISTING CONTOUR PROPOSED CONTOUR X61.95 EXISTING SPOT GRADE PROPOSED SPOT GRADE SURFACE DRAINAGE FLOW DIRECTION REGULATED AREA INLAND WETLANDS - - - - - SILT FENCE - - CONSTRUCTION LIMIT N/F S TA TE OF CONNEC TICU T / NOTES: 1. THIS MAP IS DEPENDENT ON THE MAP REFERENCED HEREON AND MONUMENTATION FOUND IN THE FIELD AND DEPICTED HEREON. 2. TOTAL PARCEL AREA = 163,290 Sq. Ft. 3.74 Ac. 3. TOPOGRAPHY IN THE AREA OF PROPOSED DEVELOPMENT IS FIELD VERIFIED AND MEETS T-2 STANDARDS OF ACCURACY. REMAINING TOPOGRAPHY AT T-D. 4. WETLANDS FLAGGED BY HIGHLAND SOILS 8-6-99, AND WERE FIELD LOCATED BY DESIGN PROFESSIONALS, INC. 5. HORIZONTAL DATUM : MDC 6. VERTICAL DATUM TAKEN FROM TOWN OF SOUTH WINDSOR RECORD SANITARY SEWER DRAWING. 7. THERE IS NO 100 YEAR FLOOD PLAIN ON THIS SITE. MAP REFERENCES: 1. PHASE II - JOHN FITCH INDUSTRIAL CENTRE PROPERTY OF JFI ASSOCIATES, INC. SULLIVAN AVENUE AND RYE STREET, SOUTH WINDSOR, CONNECTICUT - SCALE 1" = 40'. JANUARY 1957, REV. NOV. 17, 1987 ZONE I PREPARED BY LUZZI ENGINEERING & SURVEYING, SHEETS 5 & 6 OF 6. PROPOSED CHANGES TO THIS PLAN MUST BE APPROVED BY THE ENGINEER AND/OR THE PROPER LOCAL TOWN G c4� ALL DISTURBED AREA NOT PAVED OR LANDSCAPED SHALL BE LOAMED WITH A 4" MINIMUM OF OFFICIAL TOPSOIL, SEED AS INDICATED BELOW. CONDITION SOIL WITH FERTILIZER APPLIED AT THE 4e' i SNET RATE OF 300 POUNDS PER ACRE OR 7.5 POUNDS PER 1,000 SQUARE FEET USING 10-10-10 6. ANTI -TRACKING APRON SHALL BE INSPECTED REGULARLY TO ENSURE PROPER OPERATION. STONE TO BE ADDED 9 / 1704 OR EQUIVALENT. IN ADDITION, 300 POUNDS OF 38-0-0 PER ACRE OR EQUIVALENT OF SLOW TO OR REPLACED AS REQUIRED. +R �1NE RELEASE NITROGEN MAY BE USED FOR TOPDRESSING. APPLY GROUND LIMESTONE (EQUIVALENT 7. EROSION AND SEDIMENTATION CONTROL MEASURES WILL BE INSTALLED PRIOR TO CONSTRUCTION, WHEREVER is / NO W TO 50 PERCENT CALCIUM PLUS MAGNESIUM OXIDE) AT THE RATE OF 3 TONS PER ACRE OR 135 REQUIRED. POUNDS PER 1000 SO. FT 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. PERMANANT VEGETATION COVER 9. ALL DISTURBED SLOPE AREAS IN EXCESS OF 3 1 SHALL IMMEDIATELY SEEDING DATES: APRIL 1 TO JUNE 1 AND AUGUST 15 TO SEPTEMBER 1 RECEIVE MULCH AND TEMPORARY SEEDING IN ACCORDANCE WITH THE USE THE FOLLOWING MIXTURE: FOLLOWING RECOMMENDED APPLICATION RATES: APPLICANT/OWNER D & L Caron, L.L.C. KENTUCKY BLUEGRASS 45% MULCH: RATE: CREEPING RED FESCUE 45% HAY OR STRAW 90# / 1000 S.F. 312 Deming St. PERENNIAL RYEGRASS 10% TEMPORARY SEEDING: RATE: APPLY 1 POUND PER 1,000 SO. FT. OR 45 POUNDS PER ACRE. WOOD CHIPS SHOULD BE APPLIED PERRENIAL RYEGRASS 1 0# / 1000 S.F S. Windsor CT 06074 AT RATE A OF 500-900 POUNDS PER 1,000 SO FT OR 10-20 TONS PER ACRE. � AT ATATE IN SWALE 10% ANNUAL RYE 90% TALL FESCUE 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 Phone: TEMPORARY VEGETATIVE COVER 11. HAYBALES TO BE PLACED SO THAT STRING DOES NOT COME IN i;ONTACT WITH THE GROUND. IL. VOID TRACTOR SHALL PLRIODII_,ALLY CLLA1V CATCH OAS11V SUMPS AS REQUIRED DURING CONSTRUCTION. SEEDING DATES: MARCH 1 TO JUNE 15 AND AUGUST 1 TO OCTOBER 1 ANNUAL RYEGRASS 100% 13. AN APPROVED EROSION CONTROL BOND IS REQUIRED BEFORE THE START OF ANY CONSTRUCTION ACTIVITY. APPLY ONE POUND PER 1,000 SQ. FT. OR 40 POUNDS PER ACRE WITH ANCHORED HAY MULCH 14. THE CONTRACTOR SHALL SPRAY WATER OR TEMPORARY DUST CONTROL MEASURES AS NEEDED TO ACCOMPLISH AT 2 TONS PER ACRE. CONTROL. MECHANICAL SWEEPERS SHALL BE USED ON ROADS WHERE NECESSARY TO PREVENT DUST BUILD UP. o 1 UNLESS OTHERWISE NOTED, EXISTING UTILIT , REVISIONS 860 291 8755 • • Dependent Resurvey SHEET N W LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE THIS PLAN IS FOR SEDIMENTATION A N G GRAPHIC SCALE - Sedrinell t & Erosion --- INFORMATION ALL EXISTING UTILITIES SHOULD _Q1an p� D& L Caron L.L.C. A JcUi1 BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 4 10-18-2000 town comments RA fo p 20 40 80 A„ �'}�A '„ � I I I � • • � \1/VLL �L VL L LriRLL — � "•' — -'- — ""7 '""' 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 10-11-2000 enlarge building RA EROSION CONTROL ONLY, AND I S NOT TO - - BY A LICENSED LAND SURVEYOR PRIOR TO rofess�onals inc CONSTRUCTION 2 10-4-2000 town comments RA g E USED F O R UTILITIES CONSTRUCTION. ` 1N MET' ■, - DES/GN. RA DRAWN.• RA CHECKED. GBS� n9s c®ffiQlll�leirce yaw I THIS PUN IS INVALID UNLESS IT BEARS THE 1 9-21-00 town comments RA1 inch = 40 (t ■ Civil Engineers • Planners • Surveyors - CIS , 06 NO.: 12JJ DATE. 6-15-00 IMPRESSION SEAL AND ORIGINAL SIGNATURE 8 y OF THE PROFESSIONAL ENGINEER/SURVETOP. NO. DATE- DESCRIPTION BY 165 south satellite road south wmdsor Connecticut 06074 DRAWING NO.: 1233-4 Soluth Windsor Connecticut 1• r a♦ THREADED PVC CLEANOUT PLUG HEAVY DUTY FRAME AND COVER W/ LETTERS -C.O.- CAST IN COVER GRADE SURFACE AWAY FROM CLEAN OUT - 1"IN GRASSY AREA O" IN PAVED AREA ADJUSTABLE HEAD 4" MIN. 2500 PSI P.C. CONCRETE COLLAR 12" 12" NOTE. SEE APPLICABLE DETAIL FOR BACKFILL AND BEDDING INSTRUCTIONS. II SIZE OF RISER PIPE PER LOCAL CODES II IIIII IIIII 45• BEND ° 0e 0° 0. OO 0.00 �°0. it CRUSHED STONE PER LOCAL CODES 1� 0 o OO /; °o 0 o0oo o°o o,1 a 000 00 eo000O Z Oo ° 0 e0 �.00 O0°o' ^� °00°0 . o 0°O.Oo 0 �00 DIRECTION FLOW o 00e°00°o0. OF o o 0 - o = o 0000oWYE r PLUG WYE IF SERVICE LATERAL DOES NOT CONTINUE SEE PLAN FOR PIPE SIZE, TYPE, AND ELEVATION SANITARY SEWER CLEAN -OUT 1 N.T S Y 49 -� Q PLAN n POURED CONC ANCHORED TO CULVERT END 0 SECTION X-X NOTES: JOINTS SHALL BE TONGUE AND GROOVE OR BELL AND SPIGOT AS REQUIRED T❑ C❑1k1F❑RM T❑ PIPE. WALL THICKNESS SHALL CONFORM TO PIPE THICKNESS. STRUCTURE SHALL BE PLACED ON EXISTING SUITABLE COMPACTED MATERIAL OR 12' GRAVEL BASE. PLAN VIEW 4' 1 BOOM (9.54/ft) 2 -7• 2'-72 STD. M.H FRAME AND COVER 1'-10 2•-13/d" 1-T HEIGHT OF BAFFLE T - EVEN WITH CL OF u OUTLET PIPE 9'-0"• SECTION A -A NOTES: 1. Wot% oorobudl n to b. of toot n.WW WI h If- Acu obw wUel 4o.hR or 1nrt.nd o-t Marko Wit, h..eo 1"1ee oboe. *Wkt N..l.ha •L 9e..tan4.r4 °•td• W oalat b- a ton• A yr.te, no."" Iran" 4[ co-. nhbc ma.tole dotaft e.d polod bench a tkn. 3. AAn*t .t"s shall 0e bwto1W of It •atlod Maud. tan Ir (mml bdo. Wo of Nano .M•vlbn to 12' 1-) abro badd. bottan ,~ al each 0000.. poet k $bwtY. d"Y n t M-20 Wadhy att n. ADJUST TO GRADE WITH MAX OF TWO COURSE OF BRICK m MIN L 2'-8 3/4- T- 2'-1 5/8• - � O NBIER SEALAM. ArrL � - EOUIV - /- ALUM 1 STEP 01 _ L11 6'-0' 7'-0' SECTION B-B SEDIMENTATION STRUCTURE not to scale 4 PROPOSED GRADE PAVEMENT SECTION OR �-LANDSCAPING (SEE PLANS) LD. « r WARNING TAPE - MIN 12' MAX. 24' ABOVE PIPE DEPTH TO INVERT APPROVED BACKFILL PLACED AND COMPACTED IN 12' LAYERS VARIES SEE PROFILES (OR AS OTHERWISE APPROVED) ll.NO STONE LARGER THAW 3' 1• l2' MIN 12 SAND BEDDING PLACED AND COMPACTED IN 6' LAYERS NO STONE LARGER THAN 1-1/2'. MATERIAL SHALL MEET D.0.T. N2.115 6 IN. 000;', 00000000 IEDDING ON SUITABLE NATIVE MATERIAL UP 3/4' CRUSHED STONE BEDDING MATERIAL IN ROCK EXCAVATION OR IN UNSUITABLE MATERIAL As DIRECTED BY THE ENGINEER. MATERIAL SHALL MEET D.O.T. M.02.1 FOR 3/4' STONE BACKFILL TO SPRINGLIKE OF PIPE WITH 3/4' STONE WHEN USING POLYTHYLENE EW CPP PIPE C.rTVRkA DRAIN TRENCH DETAIL I 10. 0"- SEC TI❑N Y-Y END VIEW NOT TO SCALE TERMINAL POST TOP RAIL STRETCHER BAR 8" DIA TRUSS ROD GALV. STEEL BANDS (8 X 8 MIN.) DIMENSIONS DIA. A B C D E F R-1 R-2 I r N Y 1l I Y 4" if, -U" n -,, /1 b• -U J/ b" // /� rl / /\ b, -U J d' /1 l� b if'-U" l 1"- l Y 1'- / 1�/ 1b" 1'-U 1/ 4' n b y' IS" 6" 2' 3' 3'-10' 6'-1' 2'-6" 2'-0 5/16" 1'-0 1/2' 11" 18' 9" 2'-3" 3'-10' 6'-1" 3'-0" 2'-5' 1'-3 1/2' 1'-0" 24" 9 1/2' 3'-7 1/2" 2'-6" 6'-1 1/2" 4'-0" 2'-9 3/16' 1'-4 13/16 1'-c" 30" 1'-0" 4'-6" 1'-7 3/4' 6'-1 3/4' 5'-0' 3'-1" V-6 1/2" 1'-3' 36" 1'-3" 5'-3" 2-10 3/4 8'-1 3/4" 6'-0" 3'-11 13/16" 2'-0 5/16 1'-8" 42" 1'-9" 5'-3" 2'-11' 8'-2" 6'-6" 4'-5 7/8' 2'-3 1/2' 1'-10' 48" 2'-0' 1 6'-0' 2'-2" 8'-2" 7'-0" 1 4'-8 1/2" 2'-4 1/2' 1'--10' a N 11 1 UNLESS OTHERWISE NOTED, EXISTING UTILITY u a, LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE N0 INFORMATION. ALL EXISTING UTILITIES SHOULD (,, BE FIELD VERIFIED PRIOR TO CONSTRUCTION CA N 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD in BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF IHE PROFESSIONAL ENGINEER/SURVE YUK r BITUMINOUS CURB DETAIL N. T.S. LAWN / STREETS / CROSS-COUNTRY PAVED AREAS TOPSOIL 11 SOD DR SEED 4 APPROVED GRANULAR NOW ORGANIC BACKFILL MATERIAL a • ' RAM AND COMPACTED N ORE FOOT (1) (MAX) LIFTS. WARNING TAPE PER CONN. GENERAL STATUTE SECTION 16-345, AS AMENDED, PLACED 12' (MN.) TO 24' (MAX.) ABOVE TOP OF PIPE BLMIKE7 12* MN PIPE AS SPECIFIED /2 D PIPE �/2D. PIPE 3/4• BROKEN TRAPROCK FILTER FABRIC O.D PPE 1 MI MIN SECTION NOTE 1. SEE STANDARD DETAIL FOR CLAY STOPS WHERE g• MN •. NECESSARY PG. N-46 2. FILTER FABRIC SHALL BE NONWOVEN CLASS 2, VITH PERMITTIVITY OF 0.5 TO 01 SEC AND AOS OF 0.43 P" TO 022m AND SHALL PPE - IN GROUND WATER MEET AASHTO MM-% TYPIr Al GANITAP, CC WCD NOT TO SCALE TRENCH SECTION 10'-0" PULL POST LINE POST Q>j ❑❑❑ ❑❑ 00❑00 O O O O 0 6" CT D.O.T. 2" STONE TO BE PLACED 0 0 O ❑ O OVER FILTER FABRIC MATERIAL Z 000 00 000 ❑ 0 ❑ SEE SEDIMENT AND EROSION 000 001 SHEET FOR PAVEMENT WIDTHS 0❑❑ 00 ❑ ❑ ❑ ❑ ❑ 000 ❑0 ❑00 ❑❑ 000 000 EDGE OF PAVEMENT THRU STREET AINTI-TRACKING APRON N.T.S. ANGLE POSTS 1. SET POSTS AND 5' VPSLOPE EXCAVATE A 6".6' TRENCH FOR STABIUTY POST UPSLOPE FROM POSTS. SILT AND SELF- FENCNG CLEANING L 12' MIN 2. STAPLE THE SILT FENCING TO THE END OF THE POST 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 1 13ACKFLL CS GRATE FILTER FABRIC I FLIER SUBGRADE FABRIC CB TOP zi I I NOTE: REMOVE CS GRATE PLACE FILTER FABRIC. REPLACE GRATE TAKING CARE NOT TO DAMAGE FILTER FABRIC. ANCHOR WITH STONE OR EARTH PILE. CATCH BASIN GRATE SEDIMENTATION CONTROL N. T.S. PAVEMENT 3" THICK 4000 0 CONCRETE SLW SEE PLAN FOR DIMENSIONS 0° 0 0 • 0 0 0 0• 0 00 O 4 • O . 9" 71NCIC PROCESSED STONE DUMPSTER PAD DETAIL N.T.S. CONSTRUCTION OF SYNTHETIC / a a STORM SEWER STRUCTURE FILTER BARRIER ° N T.S. \ O p FLOW O FLOW O p O ANCHOR WITH TWO 2*.2'113' STAKES IN EACH BALE HAYBALE INSTALLATION AT CATCH BASINS N. T. S. TEMPORARY PAVEMENT NOT TO SCALE PATCHING DETAIL SAV CUT AND SEAL JOINT WITH TACK COAT M 04.01 2' (COMPACTED) CLASS 2 BITUMINOUS CONCRETE SURFACE COURSE (OR EXISTING MATCH EXISTING, IF GREATER) M 04 a 7' (COMPACTED) PROCESSED TRAPROCK a 4 BASE.- M.05.01 .4 6' (COMPACTED) PROCESSED GRAVEL SUBASE OVER COMPACTED SUBGRADE 14 (TRENCH BACK FILL) M.02- GRADE, B 4, • 4 (OR PROCESSED TRAPROCK> 12" 12" APPROVED BACK FILL PLACED AND COMPACTED IN 12' LAYERS 1, MIN. (OR AS OTHERWISE APPROVED) �--e► NO STONE LARGER THAN 3' lT(ENCN WIDTH VARIES SEE NOTES ASTM A392, 2-• CHAIN LINK L CLASS A CONCRETE - TRENCH TYPICAL FENCE FABRIC, 11 GAUGE FOR ALL POSTS SEC" 1. ALL SAW CUT AND SEALED JOINTS TO BE EITHER PARALLEL WITH, OR PERPEN- SECTI❑N THE PIPETO, THE CENTERLINE OF NOTES 2ALL MATERIALS ARE TO ET FORM 814A, AS AMENDED 1. BOTTOM TENSION WIRE SHALL BE 7 GAUGE ATTACHED WITH 12 R GAUGE HOG RINGS. 12' O.C. GENERAL NOTES: 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. 1. ALL CONSTRUCTION TO CONFORM TO TOWN OF SOUTH WINDSOR AND/OR APPLICABLE UTILITY COMPANY STANDARDS AND SPECIFICATIONS. 2. ALL PROPOSED CATCH BASINS ARE TO HAVE 2 FT. SUMPS. 1 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 7 PREVENT DUST BUILD UP.%-9) v4.CONTRACTOR SHA L 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 FLow DESIGN ENGINEER `4"TONE_ �- O 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, SANITARY, AND STORM DRAINAGE CONSTRUCTION SHALL BE 4 CONSTRUCTED IN CONFORMANCE WITH THE TOWN OF SOUTH WINDSOR PUBLIC WORKS SPECIFICATIONS OR - - - AND IN ACCORDANCE WITH THE CT DOT FORM 814A. TOWN OF S. WINDSOR SPECS TAKE PRECEDENCE IN CASE OF CONFLICT. 0.75' HIGH STONE SEDIMENT BARRIER not to scale 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, rf',L3ENT vR FU VRE , OF PVLLVIIVIN TV SURFACE WATERS OR GROUNDWAIERS. MOREOVER, CLEAN FILL 6'-0" TYPICALLY EXCLUDES, BUT IS NOT LIMITED TO THE EXCLUSION OF: DEMOLITION OR CONSTRUCTION WASTE j 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 2 / 6" LOAM & SEED 10, ALL STUMPS TO BE CHIPPED ON SITE. STUMPS NOT CHIPPED SHALL BE REMOVED FROM SITE, NOT BURIED . 11. EXISTING UTILITIES HAS DEPICTED ON THIS PLAN ARE TAKEN FROM AVAILABLE INFORMATION. THE 2'-0" B=2'-O" FILTER FABRIC CONTRACTOR IS TO HAVE EXISTING UTILITIES FIELD VERIFIED PRIOR TO CONSTRUCTION. BEFORE MIRAFI 140s OR EOUAL EXCAVATING, CONTACT "CALL BEFORE YOU DIG" AT 1-800-922-4455. GRASS SWALE DETAIL 12. ROOF LEADS TO BE DIRECTED TO SPLASH PADS. not to scale COMPACTED SUBGRADE STRAW BALE 1. EXCAVATE A TRENCH 4' EARTH OR DEEP AND THE WIDTH OF A 2. PLACE AND STAKE STRAW � ANCHOR i f STRAW BALE- I BALES, TWO STAKES PER BALE. 11 �(I � e1Ho1►4G 1waE OR TWINE STAKE SUBGRADE n PACKED STRAW 0 PLAN VIEW COMPACTED BACI(FI L 4. BACKFILL AND COMPACT 3, WEDGE LOOSE S71tAw THE EXCAVATED SOIL AS BETWEEN BALE5 TO CREATE S 1 I SHOWN ON THE UPHILL SIDE A CONTINUOUS BARRIER. I I OF 7HEEBNBARRIER TO PRE- VENT t illilili!! II►T! 11�Iq!! I1�P! il�l1!! IIiPI PH" BOTTOM Of DRAINAGE WAY PLAN VIEW � III 1J1t11 it I11 I �1! !! , A NOTE: ELEVAl10N AT POINT A SHOULD BE HIGHER THAN ELEVATION AT POINT a CROSS SECTION BALED HAY OR STRAW INSTALLATION N. T. S. O O O O O O O OO 0 p O OO - 6" PROCESSED AGGREGATE CT DOT M-05.01 6" GRAVEL BASE CT DOT M.02.03 GRAVEL PARK DETAIL NOT TO SCALE WIDTH VARIES - SURFACE COURSE -BITUMINOUS CONCRETE 1 1/2" CLASS 2 ON 1/1/2" CLASS 1 1-1/2* RISE 1 /4" PER FT OR AS DIRECTED GRAVEL BASE -J 8" DEPTH AFTER COMPACTION PLACED IN TWO COURSES CT DOT M.02.03 CROSS SECTION 1311 UMINUUS UUNCRE I E UKIVEWAY not to scab CONSTRUCTION SEQUENCE 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 STAKE -OUT THE LIMITS OF CLEARING AND GRADING. 3. INSTALL ANTI -TRACKING APRON AT ENTRANCE DRIVE AS SHOWN ON THE PLANS. THE CONTRACTOR SHALL CO-ORDINATE WITH 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. CUT AND FILL ALL AREAS OF CONSTRUCTION TO SUBGRADE ELEVATIONS AND CONSTRUCT PROPOSED DRAINAGE SWALE INCLUDING OUTLET STRUCTURE AS SHOWN ON THE PLANS. IMMEDIATELY STABILIZE SLOPED AREAS NTH HAY MULCH OR BY HYDROSEEDING. SEDIMENTATION AND EROSION CONTROL MEASURES ARE TO BE INSTALLED AND MAINTAINED AS CONSTRUCTION PROGRESSES. THE DRAINAGE SWALE IS TO BE STABILIZED PRIOR TO THE DISCHARGE ^ W A TrM T^ 1T Vr TTM I LF. i V 1 1. 8. INSTALL STORM DRAINAGE. PROTECT TOP OF CATCH BASINS WITH HAYBALES AND FILTER FABRIC AS SHOWN 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. REVISIONS 860. 291 - 8755 Is 06ftft r o f e s s i o n a l s, Inc ■ DESIGN.- RA DRA w .. RA CHECKED: GBS s/zT/oa TOWN COMMENTS cBs % Civil Engineers •Planners •Surveyors Cis ✓OB No.: 1233 DA7n 8-2-00 NO I Lair",r� I DESCoIDr/LJIV I Ell I i �I i65 south satellite road • south wlndsor Connecticut 060/4 1 DRAWING NO 7233DET.DWG ESTIMATED START DATE FOR CONSTRUCTION - SPRING 2001 ESTIMATED COMPLETION DATE FOR THE PROJECT - FALL, 2001 SHEET D & L Caron, L.L. C. 5 M Commerce Way W%F SIL of LSAW W Yl<aa •� ailtlJaNq,71 V/�1J1111aC�.aaa. RMla I/ 1 � 14 /. 1., I[-1 IN_r REAR ELEVATION 1/4" = 11-0 AR«{ 1TC-G'f u R A(L ASWN-T SHIM(C)L"Es DEFT 51DE ELEVATION 1/4' = 11-0 IDS :siixC0 - GMu FRONT ELEVATION 1/411 = 11-0 a i,o w-r c,� r�� �i F-VATI ON I�Ivr I I vmfIii/i'm 1/4 -0 V I-M L i'rj V-r-1 IT8 FEWL6 SHEET NO. ► a r l t —_ . r1 - . '%f on t 1A6 1 .7- L1JLI ILt A~lr REAR ELEVATION 1/411 = 1'—O J RCH ITEC'T U R A - ASPHN,T SHIt4L-)LF5 Q�D C-t-1y -- %- t .M G V r V I i G f v I� tw LEFT SIDE ELEVATION 1/4" = I t—O •' rIt-L1 Vv i41.CC� F��D — �Mu SIFS 5Tuc.CO ACQE W T COLOL RICHT SIDE ELEVATION 1/4" = i 1-® -ALVMINUM WtNOOwS --\ o��rs�t ®i �o®a ����ii r �i�■�����1M1 pa.U"%WuM G�JTRAKS DOWL SQLjT-FncxD fMu w►tN 2," MOACT10N FROM FRONT ELEVATION 1/4' = I t-O _ Y L-M L t'v t41" 1 5tT8 F£t4(.6 B 1 AUUMINUN1 GLP\D FI M 57TU GAO FINIS R �- SPLIT -rAcsb CMu �ECEr� JAN 23 2tz SHEET NO.