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HomeMy WebLinkAbout03-32W_IMPROVEMENT LOCATION PLAN PREPARED FOR WILMAR CONSTRUCTION, MAP 37, LOT 3_CLARK STREETi Ii I I 1. PARCEL 2 M/N/MUIN i f I ; / I F J. DRIVEWA' R NO ZON 5. 'JtiE CG6 j 6. THE Ca WITH IN, 7. PRIOR 7 & FOR CO 9. FOOTING is nuz_w FROM 7 11. ROOF l 12. BUILD71 i l 1. THIS SURi AGENCIES THE STATE IT ISANA 2 TOPOGRAPI CONDI770N. 0.^ DIFFER CONTRACT .1 UNDER&I?a fRO0 REb IN NATURE. ADD1770MALLY, OTHER SUCH FEATURES MAY EXIST ON THE SITE, THE EXISTENCE OF WHICH ARE UAW1404M TO MLLIAM R. PALURERG & SON LAND SURVEYORS THE SIZE LOCA77M AND EXISTENCE OF ALL 5Ual FEATURES MUST BE FIELD DETERMINED AND VERIF7ED BY 7HE APPROPRIATE AUTHOR177ES PRIOR TO I; CONSTRUC770M CALL BEFORE YOU DIG 1-800-922-4455k 4� INEMAND LINE DEUNEA7ED BY HIGHLAND SOILSy INC LOCATED BY FIELD SURVEY. S ELEVA77MS BASED M MDC DATUM. b. PARCEL LOCATED /N RR ZONE. 7. THIS PARCEL IS NOT LOCATED WITHIN THE 100 YEAR FLOOD LIMIT PER COMM. PANEL NO. 090036 0005 B. a �F��F_NCE MAF!• A. PROPERTY SURVEYED FOR FREDDIE J. GRAY, CLARK ST. SOU711 YANDSOR CT, 1" - 40; JUNE 1987, BY PETERSON & HOFFMAN E.S. SMITH L.S PREFABRICATED SEDIMENT — FENCE ENWROFENCE (MIRAFI), PROPEX SILT STOP (AMOCO), ECONOFENCE (TERRA TEX), OR APPROVED EQUAL I WOOD OR STEEL POSTS-10' O.C. MAX. r Z Z ANGLED 2' TO 20' UPSLOPE GEOTEXPLE io `o (FILTER FABRIC) BACKFILL E COMPACTED w BACKFILL N COMPACTED 12" M/N _ =III _ I C I —I i I =I � I 12" —III I I —III —III —I I —I I —I I I� 6" M/N.— III —III —I I— I—ITillil ILI =f l I NAV77 E I SOIL -I I I I 1=III=1 I I =11 I NATIVE Is0/L L. ALTERNATE INSTALLAT70N METHODS 11 NOTE.• \ 1. WOOD POSTS SHALL BE HARDWOOD 1 112" x 1 112" x 48" MIN. STEEL POST SHALL BE A MINIMUM OF 0.5 POUNDS" \ PER LINEAR FOOT X 48 \ 2. JOINTS, WHEN REQUIRED, SHALL BE SPLICED & SECURELY SEALED TOGETHER AT POST LOCH 77ONS ONLY. WITH A MINIMUM 6" OVERLAP. �o SILT FENCE DETAIL (N.T.S.) '` ss N /F \ STANLEY WALDRON CONSTRUCTION SCHEDULE / EROSION_ & SEDIMENTATION CONTROL NOTES BOX OUT DRIVEWAY AND IMMEDIATELY INSTALL CONSTRUCTION ENTRANCE PAD (SEE DETAIL). PLACE STAKED HAY BALES OR SILT FENCE ADJACENT TO DISTURBED AREAS TO PROTECT AGAINST POSSIBLE SEDIMENTATION (SEE PLAN). 3. STRIP AND STOCKPILE TOPSOIL FROM AREA OF PROPOSED HOUSE. KEEP DISTURBANCE TO A MINIMUM 4. EXCAVATE FOR AND INSTALL FOOTINGS AND FOUNDATION. 5. BACKFILL FOUNDATION, LOAM AND SEED DISTURBED AREA AS SOON AS POSSIBLE. PROTECT AREAS NTH HAY BALES, MULCH, ETC. UNTIL AREA IS STABILIZED. 6. INSTALL UTILITIES. 7. LOAM AND SEED ALL REMAINING DISTURBED AREAS AS SOON AS POSSIBLE. PROTECT AREAS WITH HAY BALES, MULCH, ETC. UNTIL AREA IS STABILIZED. 8. ALL EROSION AND SEDIMENTATION CONTROL DEVICES ARE TO BE MAINTAINED UNTIL DISTURBED AREAS ARE STABILIZED. RESPONSIBLE PERSON IS: BILL AMAN TEL:- 860-528-3564 9. ALL EROSION AND SEDIMENTATION CONTROL MEASURES ARE TO BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH "THE GUIDELINES FOR SOIL EROSION AND SEDIMENTATION CONTROL" BY THE CONNECTICUT COUNCIL ON SOIL & WATER CONSERVATION. 10. ANY AREAS TO REMAIN DISTURBED DURING WINTER MONTHS TO BE SEEDED WITH TEMPORARY SEED MIXTURE AND MULCHED. LEGEND PROPERTY LINE / \ SIL T FENCE �1 I' rnA/TY)IB7Q g 5 CONTOURS ., M/ETLAND BUFFER ONTOURS — -- -- — — — — NATURAL VEGETA 77ON \ PROPOSED CONTOURS \ (SELEC77VE TREE, {RUSH ` PROPOSED SPOT ELEV. \ & INVASIVE SPECIES REMOVAL � 1 IS PERMITTED! i IP FOUND ♦ 0 (NO STRUCTURES PROPOSED) ( 76 j WETLAND LINE 80' REGULA TED LIMI T I � I ' X�_ 1 1 f I / I 1 I, 2 ACRES / i i i �20 5EDEYA ANTI —TRACKING PAD DETAIL (N.T.S.) N/F AL WN D. & CYNTHIA C. LADD TEMPORARY STOCKPILE DETAIL (NTS) co SILT FENCE OR HAY BALES Co 1 AID 10, N& 0 � 5� 29% / / KEVISED 06-02-03 ADD LAWN AND BACKYARD LIMITS 03-321� / IP FOUND ems. 0'y / N /F STANLEY WALDRON ONME Z APPLICANT WILMAR CONSTRUCTION 878 STRONG RD., SOUTH WINDSOR 860-528—.3564 MAP 37, LOT 3 696 CLARK STREET IMPROVEMENT LOCATION PLAN PREPARED FOR .MAR CONSTRUCTION SOUTH WINDSOR, CONNECTICUT WILLIAM R. PALMBERG & SON LLC GRAPHIC SCALD h LAND SURVEYORS 20 p 10 178 NORTH MAPLE STREET I sI I I U, ENFIELD, ., CONNECTICUT 06082 GE V. HICKS, P.E. � 860-763-3300 CIVIL Pd ( IN FEET ) II BY SCALE DATE CHECKED NO. 1 inch = 20 f TO G ND BE ,THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. CAD 1 "= 20' 05-22-03 1 OF 1 WRP 2003036