Loading...
HomeMy WebLinkAbout98-18PX_CONNECTICUT AVENUE ADDITION_NUTMEG ROADR ECE I VED R E,�,j vEly 'Romp, ,4.5,S6C 1,q 77-1) 7 -0 -, VIV Sa417-11 /IV//VZ) 15 0 /? 10 L- JOSEPH MERRITT & CO. S4A11-1r_'0A1 OX41/2-1- '9 1e00r- OleAllv V/v /Al 1911PV6 15DR 35 kyl KEY MAP SCALE: 1 IN = 200 FT D,4V1,0,4. 9,qOI41N ZVOT,5-: lez�_,"`70V5 145�1?0c. S-01VIE mi f 4� I> r LEGEND EXISTING SPOT GRADE PROPOSED SPOT GRADE EXISTING CONTOUR PROPOSED CONTOUR EXISTING S­I'OHr-vl SYSTEM F SILT FENCE ............... PROPOSED ROOF DRAIN EXISTING FLNCE 7 f�j L -k -A 0! 1. of mh No� 8741 .-at K �j �j IL NOTES: 1. 2 3 4 DO 6 7 8. 9. 10 APR 8 lgg& 8BUT11 WINDSOR PLAINVIS n-? SOUTO WINDSOR PIANITAIS 0 T6 OWNERAPPLICANT: 121 CONNECTICUT AVFNIJE ASSOCIATES (,S60)2()]-()6()O 3 10 NUTMEG ROAD SOU INDSOR. CONNECTICUT 06074 NO ZONING VIOLATIONS IF BUILDING ADDITION ERECTED AS SHOWN. ANYADDITIONAL SEDEMENT EROSION CONTROL MEASURES DEEMED NECESSARY BY STAFF DURING THE CONSTRUCTION OF ANYSITE I,'vI PROVE M ENTS. SHALL BE IMPLEilvIENTED BYTHE DEVELOPER. IN ADDITION, THE DEVELOPERSH.All RF RESPONSIBLE FOR THE MAINTENANCE"'REPAIR REPLACEIMENT OF ALL REQUIRED CONTROL NIEASURES UNTIL ALL DISTURBED AREAS HAVE BEEN STABILIZED TO THE SATISFACTION OF THE STAFF. ALL CONSTRUCTION ISTO BE DONE IN ACCORDANCE WITH THE TOWN OF SOUTH WINDSOR STANDARDS AND CONNECTICUT DOT FORM S 14. BOUNDARY INFORMATION TAKEN FRO,\vI A PLANTITLED "RESUBDIVISION OF LAND PROPERTY OF A.I. SAVIN & HARTFORD JEWISH FEDERATION SO. WINDSOR CON­Nl. PAL.NIBERG & RUSSO LAND SURVEYORS & PROFESSIONAL ENGINEERS 522 COTTAGE I- P I _'t X / 17 D n A r-1 T1 I �­ I I OL-kJkJlvlf-ltl-U,(-UNNLCIICU-1- SCALE I"= 100' DATE 12-19-80 REV.9-5-85 LOT 27 ADDED". THERE IS NO PROPOSED OUTDOOR STORAGE OF EQUIPNIENT OR MATERIALS PROPOSED FORTHIS SITE LXCEPT FOR THE STORAGE OF FLAT BED TRAILERS IN THE AREA INDICATED. EXISTING TOPOGRAPHY TAKEN IN FIELD BY ED LALLY AND ASSOCIATES AND BY STAFF OF CAPITOL STEEL OF HARTFORD, INC. ATTHE DIRECTION OF ED LALLY AND ASSOCIATES. PARKING SPACES TO BE MARKED WITH 4" WIDE HIGHWAY PAINT. THIS SITE IS LOCATED ENTIRELYWITHIN RE--GULATED INLAND ETLANDS W WETLAND DELINEATIONS FROM THE OFFICIAL "INLAND WETLANDS AND WATERCOURSES iNIAP OFTHETOWN OF SOUTI I WINDSOR". ZONE: INDUSTRIAL. ZONE REQUIRED SUBMITTED AREA 20,000 SQ. FT. - 139,426 SQ. FT. LOT W I DTI I 100 FT. LOT DEPTH 150 FT. 8 6 5 NIAX. SIORIES 2 STORIES 2) STORIES HEIGHI 40 FT. 31= MAX. COVERAGE 65q0 60.930o FRONTYARD 50 FT. 121 FT. REAR YARD 25 FT. 240 FT. SIDE YARD 10 FT. 29 FT.'54 FT. PARKING 57 SPACES 57 SPACES BIJILDING USE -- REINFORCING AND STRUCTURAL SAL-1, FABRICATION 13. STATISTICS TOTAL BUILDING AREA: 30,000 SQ. FT. EXISTING BUILDING: 27,120 SQ. FT. PROPOSED ADDITION: 2.880 SQ. 17T PARKING CALCULATIONS: TOTAL PARKING REQUIRED: 57 SPACES OFFICE: 4,500 SF X 4.5 SPACES'1,000 SF = 20.3, SPACES INDUSTRIAL: 25.500 SF X I SPACE 700 SF = 36.4 SPACES TOTAL PARKING SHOWN: 57 SPACES EXISTING PARKING: 32 SPACES PROPOSED PARKING: 25SPACES MARCH 14, 1989 TOWN PLANNING& ZONING CON'liklISSION SITE PLAN APPROVAL -- REVISION TO SITE PLAN OCTOBER 17, 1988 INLAND WETLAND 8: WATERCOURSES COMMISSION I WA/CC PERMIT -- REVISION 1-0 SITE PLAN APRIL 8, 1986 TOWN PLANNING & ZONING COMMISSION SITE PLAN APPROVAL MARCH 19, 1986 INLAND WETLAND & WATERCOURSES COMMISSION WETLAND PERMIT I I I-RhRY CERRIT m4r 1711-S AMPAMI SURI-h-1 WhIll PRF "Rhl) INAC(ORDANCT V7111 ]/IF ATANDARAS OFA (IAAAA? �Sj. R VF YAN DF 17(l FORSTANDARDA 01 qC(I'RAC I - RITYS -4NI)3f.4lA4VOP7I.I) I)F(F%fBFR 10, "'1 St 1111. 4%SO(j�117O 197.5 A.%A"F.%!I)FI) III N OF LANP AUR Vh YORl� IN( 1D t 4L No. 8741 *to %I. la and associates 16 SHEET 1 REVISION TO A SITE PLAN PREPARED FOR 121 CONNECTICUT AVENUE ADDITION 310 NUTMEG RD SOUTH WINDSOR, CT 06074 TEL: (860) 291-9690 LOT 27 CONNECTICUT AVE. SOUTH WINDSOR, CT 24* DATE REVISION A 123 PROSPECT HILL ROAD WINDSOR, CONN. 06095 SCALE: 1 IN 40 FT MARCH 25, 1998 9 Placement and Construction of a Synthetic Filter Barrier EROSION AND SEDIMENTATION CONTROL PLAN Nl,- 454N IWI)R6 OA 60 LIC67 A/1 7­ A//,,'-- D,4VI0,4. 9RO14IN � - 7-.-, -� C,- <c (�, C: C', ;I- (' 7-, - -,- CL -Y _ ) 117�6 /7/, _V/1 77� V KEY MAP SCALE-V = 200' SEE SITE PLAN FOR DATA BLOCK r Z-/' 7', CROSS SLOPE AS PER CROSS SixWN TOP OF GRATC=;_ CROSS SLOPE PER CROSS SE( PLAN TOP OF CRAT E - DETAIL OF CURB INLET PLAIN CURB TYPE SCALE 3"=V-0" PITCH 14 PER FT. R- BARS 4­OgLC _.J --*-*,----- TO BE USED WHEN CURB INLE T IS CONSTRUCTED WHERE ?30 CURBING OF ANY TYPE EXISTS OR IS PROPOSEU. 0. to. 73 PITCH PER FT. H BAIRS 4­7LON ' 4 j ,,,*4 r r CAR G __7 N NOTE WIHEN CATC-1,4 5ASJN Q SET IN CONCRETE PAVEMENT THE W SLOrF ,-J THE TOP SURFACE SHALL BE ALT N To BE USED WHEN CURB INLET IS CONSiRUCTEO IN A LINE OF EP ATE CONSTF;tUCTICN WITH FULL PL�N ('0!4CF�ErECURS�,�,DOY&LFDCOW-RErEO518ING,OR STONE C-U. E4CK TO BE USED AT LOCATIONS CURBINC., 6" HIGH. C QADIA-CENT TO ExIS TING OR PROPOSED C CURB 4 5 W-O'LONG 103/ls"- 10. 1 yj, C:101 :' , SLOPE AS PCq05S5E_ DETAI Z OF CLM M ET ABOVE FE =j CLA.1,S'AC1,NCFZE`TE POVRI�D i�j FILACE OR r),CRECAST CONCRETE UNIT. !f 4 3 3 -IN -.7 21- 13 2, - I 'ALLY ORDERED MINIMUM DEPTH UNLESS SPECFIC A OTHERWISE Ui,)DER TRAV I'LWAY V- 7 ',�' �11DER UN - TR,Vi:,ED AREAS 0­3 1) ru 0 6' 7 7 a a, 713,1� 2 13A g 01 cc; DPAINAGE OPENINC-S!N 4 YALLS. AT On IMMEDIATELY ABOVE THIS C .. 5 ELEVATION C 'Z X BRI�K, CLASS *A'CONCRETE, 91 �'N SANCYYSOLS APPLY DAMP - PROOFW4G ON 4 WALL�S MASONRY coNc,�E rc UNITS AHFRE BrICK OR MASONRY 6 CONCRETV UNITS ARE USED, V) CC11FIELLING WILL BE PER - MITTEL) mAx'mum CORBELTO BE 3 1� NO PROJECTION SHALL EXTEND INSIDE OF LIMITS D BY )s N. 4-0. 31-0- 8. 5'-4" C01.1"ETE OR 4-4- _=H SECTION A -A P �ECAST UNII SECTION B-B W14CHE 9:1ECAST CONCRLTS UNIT IS USED FOR SUMP, THE TOP OF THE VNIT 5$�ALL BE AT LEAST 6- BELOW THE BOTTOM OF 7 HE PIPE G1;1 LET T.NG FROM THE CATCH BASIN. TYPE "C" CATCH BASIN SOIL EROSION AND SEDIMENTATION CONTROL NARRATIVE 1. DEVELOPMENT TYPE: 7500 S.F. ADDITION TO AN EXISTING INDUSTRIAL BUILDING ON 3.2 ACRE PARCEL OF I.P. ZONED LAND SERVED BY TOWN SEWER, PUBLIC WATER, AND A STORM WATER MANAGEMENT SYSTEM. 2. SCHEDULE: SEE THIS PLAN FOR THE STABILIZATION, CONSTRUCTION, AND SEEDING PLAN. 3. SEE THIS PLAN FOR THE DESIGN CRITERIA AND CONSTRUCTION DETAILS OF THE PROPOSED SOIL EROSION AND SEDIMENTATION CONTROL MEASURES. 4. SEE THIS PLAN FOR THE INSTALLATION AND APPLICATION PROCEDURES AS WELL AS THE OPERATION AND MAINTENANCE PROGRAMS FOR THE SOIL EROSION AND SEDIMENTATION CONTROL MEASURES. 5. MR. AHSAN UL HAQUE QF CAPITOL STEEL, INC. SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF THE EROSION CONTROLS AND FOR FINAL RESTORATION OF THE SITE. 1� 011-1 CON - 44 0 ,04;AY,l -0 < r 87 0 1. Set posts and Posts excavate a 6"x6" trench, set post Angle 10* downslope. upslope for stability and self cleaning. [�r)100- It% - %'A 12" min. =\70 depth Filter 1' 3. Attach filter fabric Fabric to the wire fencing and extend it to I I the trench. 2. 2* Staple the Wire wire mesh fencing fencing to end post. T11 -=I In It,) him 11 4. Backfill the trench and compact the excavated soil. Co acted M BaMill =-,I, I �a II Itz". JlPi III!- Ot= " U�� Z'5 I =III=,I1 il=nj= '­:4 U I) Bottom of Drainageway T_ I >1 0 A L& ELEVATION Points 'A' should be higher than point 'B'. PLAN VIEW Placement and Construction of a Straw Bale Barrier straw bale trench 1. Excavate a trench stake 2. Place and stake 4" deep and the binding straw bales, ),11'. two stakes per width of a straw wire or bale. width of ba e bale. twine 4'. 0 packed ..:. straw 3. Wedge loose straw :13 plan between bales to create a continuous barrier. compacted 4. Backfill and backfill compact the �'excavated soil as shown on the uphill side of the barrier to prevent piping. X 0 LL. % PLA ENOTTO WAY A I.A Elevation: Points A should be higher than Points B. vL oV 610. 5TOP�A 5-7-i""Tuke LOW L-f . tr_�eftffwll U��. 7 A110012, WITHjW. I 11�1`AV 5rY,F_!5 MAC z5A-LF- . Hay Bale Installation at Catch Basins REFERENCE IS MADE TO THE "CONNECTICUT GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL"(1985), AS AMMENDED, AND TO THE TOWN HIGHWAY ENGINEERING STANDARDS AND SPECIFICATIONS. THE GUIDELINES ARE OBTAINABLE FROM THE CONNECTICUT COUNCIL ON SOIL AND WATER CONSERVATION, STATE OFFICE BUILDING, HARTFORD, CONNECTICUT, 06106, ANDSHOULD BEUSED AS A REFERENCE IN CONSTRUCTING THE EROSION AND SEDIMENT CONTROLS INDICATED ON THESE PLANS. H ..... HAY OR STRAW BALE EROSION CHECKS ARE TO BE INSTALLED AT THE BASE OF THE INDICATED SLOPES WHEREVER THE HEIGHT OF THE DISTURBED SLOPE EXCEEDS EIGHT FEET AND AT ALL OTHER LOCATIONS AS INDICATED ON PLANS. HAY BALES SHALL ALSO BE STAKED AT ALL CATCH BASINS WHERE SEDIMENT MAY ENTER THE CATCH BASIN OR AS DIRECTED BY THE TOWN ENGINEER. HAY BALE EROSION CHECKS SHALL ALWAYS BE PLACED IMMEDIATELY AFTER A CUT SLOPE HAS BEEN GRADED AND BEFORE A FILL SLOPE -HAS BEEN CREATED. DEPOSITS OF SEDIMENT AND SILT ARE TO BE PERIODICALLY REMOVED FROM THE UPSTREAM SIDE OF THE EROSION CHECKS. THIS MATERIAL IS TO BE SPREAD AND STABILIZED IN An�hc mnm SIM JECT TO EROSION, OR TO BE USED AS FILL IN AREAS WHICH ARENOT ­V � - SUBJECT TO EROSION, OR TO BE USED AS FILL IN AREAS WHICH ARE NOT TO BE PAVED OR BUILT ON. HAY OR STRAW BALES ARE TO BE REPLACED AS NECESSARY TO PROVIDE PROPER FILTERING ACTION. EROSION CHECKS ARE TO REMAIN IN PLACE AND BE MAINTAINED TO INSURE EFFICIENT SILTATION CONTROL UNTIL ALL AREAS ABOVE THE EROSION CHECKS ARE STABILIZED AND VEGETATION HAS BEEN ESTABLISHED. R ..... RIP -RAP AS SPECIFIED IS TO BE INSTALLED AT THESE POINTS AS ENERGY DISSIPATION STRUCTURES. THE RIP -RAP IS TO BE INSTALLED BEFORE THE OUTLET STRUCTURES ARE ACTIVATED, AND ALL ADJACENT AREAS ARE TO BE IMMEDIATELY SEEDED IF IN SEASON, OR THE SOIL IS TO BE STABILIZED BY OTHER METHODS. THIS MAY REQUIRE SODDING OR MULCHING OR OTHER MEASURES AS DEFINED IN THE "GUIDELINES" F qVMTRRTT0 PTT.TRP RAPPTRR PRMCR AR SPECTFTED IS TO BE INSTALLED AT ALL LOCATIONS AS INDICATED ON THE PLANS TOINTERCEPT SILT ANDSEDIMENT BEFOREIT REACHES THE DRAINAGE SYSTEM, WETLANDSOR WATER COURSE. DEPOSITS OF SEDIMENT AND SILT ARE TO BE PERIODICALLY REMOVED FROM THE UPSTREAM SIDE OF THE FENCE. THIS MATERIAL IS TO BE SPREAD AND STABILIZED IN AREAS NOT SUBJECT TO EROSION, OR TO BE USED AS FILL IN AREAS WHICH ARE NOT SUBJECT TO EROSION, OR TO BE USED Aq FILL IN AREAS WHICH ARE NOT TO BE PAVED R NECESSARY TO PROVIDE PROPER FILTERING ACTION. THE FENCE IS TO REMAIN IN PLACE AND BE MAINTAINED TO INSURE EFFICIENT SILTATION CONTROL UNTIL ALL AREAS ABOVE THE THE INSTALLATION AND MAINTENANCE OF ROAD AND UTILITY RELATED EROSION CONTROLS SHALL BE THE RESPONSIBILITY OF THE ROAD CONTRACTOR. IN ALL AREAS, REMOVAL OF TREES, BUSHES AND OTHER VEGETATION AS WELL AS DISTURBANCE OF THE SOIL IS TO BE KEPT TO AN ABSOLUTE MINIMUM WHILE ALLOWING PROPER DEVELOPMENT OF THE SITE. DURING CONSTRUCTION, EXPOSE AS SMALL AN AREA OF SOIL AS POSSIBLE FOR AS SHORT A TIME AS POSSIBLE. AFTER CONSTRUCTION, GRADE, RESPREAD TOPSOIL AND STABILIZE SOIL BY SEEDING AND MULCHING SO AS TO PREVENT EROSION. THE CONTRACTOR SHALL NOTIFY THE TOWN ENGINEER AT THE BEGINNING AND END OF EACH STEP OF THE CONSTRUCTION PROCEDURE AND SHALL NOT PROCEED WITH THE NEXT STEP UNTIL THE TOWN ENGINEER HAS INSPECTED THE WORK. THE STANDARD SPECIFICATIONS FOR ROADS, BRIDGES, AND INCIDENTAL CONSTRUCTION OF CONNECTICUT D.O.T. FORM 813 ARE THE OFFICIAL SPECIFICATIONS FOR CONSTRUCTION IN THE TOWN. DATUM IS M.D.C. CONSTRUCTION SCHEDULE 1. INSTALL ALL EROSION ANDSEDIMENTATIONCONTROL MEASURES. 2. REMOVETREES, VEGETATION, STUMPS, BOULDERS LARGER THAN 1 CUBIC FOOT AND UNACCEPTABLE SOIL MATERIAL WITHIN CONSTRUCTION AREA. 3. STRIP TOPSOIL IN AREAS TO BE CUT OR FILLED. STOCKPILE TOPSOIL, SEED, MULCH, OR COVER WITH NETTING. 4. ROUGH GRADE SITE. - 1 5. INSTALL DRAINAGE AND OTHER UTILITIES. CONSTRUCT BUILDING. 6. INSTALL AND GRADE PAVEMENT BASE. 7. PAVE AND INSTALL CURBS. 8. GRADE, STABILIZE AND SEED SIDE SLOPES. ESTABLISHING VEGETATION COVER ON DISTURBED AREAS. 1. SCARIFY SURFACE OF ALL AREAS TO BE TOPSOILED AND PLACE A MINIMUM OF 4" OF TOPSOIL ON ALL AREAS TO BE SEEDED. 2. APPLY LIME AT A RATE OF TWO TONS OF GROUND LIMESTONE PER ACRE-. (100 LBS.X1000 SQ.FT.) 3. FERTILIZE a) FOR SPRING SEEDING, APPLY 10-10-10 FERTILIZER AT A RATE OF 300 LBS. PER ACRE (7 LBS./1000 SQ. FT.) AND WORK I14TO SOIL. SIX TO EIGHT WEEKS LATER, APPLY AN ADDITIONAL 300 LBS. PER ACRE ON THE SURFACE. b) FOR FALL SEEDING, APPLY 10-10-10 FERTILIZER AT A RATE OF 600 LBS. PER ACRE (14 LBS./1000 SQ. FT.) AND WORK INTO SOIL. 4. SMOOTH AND FIRM SEEDBED, APPLY SEED UNIFORMLY AT THE RATE SPECIFIED FOR THE SEEDTYPE AND COVER SEED WITH NOT MORE THAN 1/4" OF SOIL. 5. MULCH IMMEDIATELY WITH HAY FREE FROM WEEK SEEDS, AT A RATE OF 3 BALES PER 1000 SO. FT. 6. PERMANENT SEEDINGS, WHERE AN AREA WILL BE EXPOSED FOR MORE THAN ONE YEAR, OR WHERE FINAL GRADING IS COMPLETE: AREA WHERE SEED SEEDING MIXTURE BY WEIGHT RATE PER SEEDING DATES MIX APPLIES 1000 SQ. FT. ALL LAWN AREAS RED FESCUE 70% 2 LBS. APRIL 1-JUNE 15 KENTUCKY BLUEGRASS 20% OR PERENNIAL RYEGRASS 10% AUG. 14-OCT. 15 ROAD CUTS & FILLS KENTUCKY TALL FESCUE 80% 1 1/2 LBS. APRIL 1-JUNE 15 OR DIVERSION DITCHES ANNUAL RYEGRASS 20% AUG. 14-SEPT.30 VERY STEEP SLOPES CROWNVETCH 60% 1/2 LBS. APRIL 1-JUNE 15 OR NO MAINTENANCE AREAS PERENNIAL RYEGRASS 40% 1/2 LBS. AUG. 14-SEPT.30 IF TREES ARE TO BE RETAINED, THE SEED MIX SHOULD BE ADAPTED FOR SHADY CONDITIONS. 7. TEMPORARY SEEDING: TO PROTECT THE SOIL OVER THE WINTER. SEEDING MIXTURE RATE/1000 SQ. FT. SEEDING DATES ANNUAL RYEGRASS OR 1 1/2 LBS. MAR. 15 TO JUNE 15 PERENNIAL RYEGRASS AUG. 15 TO OCT. 15 SUDAN GRASS OR MILLET 1 LB. AUG. 15 TO OCT. 15 WINTER RYE OR OATS 3 LBS. AUG. 15 TO OCT. 15 ANY ADDITIONAL SEDIMENT/EROSION CONTROL MEASURES DEEMED NECESSARY BY STAFF DURING CONSTRUCTION PROCESS SHALL BE IMPLEMENTED BY THE DEVELOPER. IN ADDITION, THE DEVELOPER SHALL BE RESPONSIBLE FOR THE REPAIR/REPLACEMENT/MAINTEN- ANCE OF ALL SEDIMENT/EROSION CONTROL MEASURES UNTIL ALL DISTURBED AREAS ARE STABILIZED TO THE SATISFACTION OF $TAFF. NOTE: KEEP ALL UTILITY LINES AT LEAST 2.0" FROM ALL PROPOSED MER ESTONES AND IRON PIN LOT CORNERS SHEET 2 CONSTRUCTION AND EROSION CONTROL DETAILS 24* IOSEPH MERRITT & CO.