Loading...
HomeMy WebLinkAboutSite PlanEROSION & SEDIMENTATION CONTROL PLAN THIS PLAN HAS BEEN DEVELOPED TO MINIMIZE EROSION AND SEDIMENTATION AND REDUCE THE IMPACT OF STORM WATER RUNOFF DURING CONSTRUCTION USING ENGINEERING PRINCIPALS DETAILED IN THE CONNECTICUT GUIDELINES FOR SOIL AND EROSION AND SEDIMENT CONTROL. THE ACCOMPANYING PLANS PROVIDE THE FOLLOWING INFORMATION FOR THE IMPLEMENTATION OF THIS PLAN: — LOCATION OF SEDIMENT CONTROL BARRIERS — FINISHED GRADES TO BE ACHIEVED — CONSTRUCTION SEQUENCE AND DETAILS THIS PROJECT IS FOR THE DEVELOPMENT OF A SINGLE FAMILY HOME. CONSTRUCTION SEQUENCE: 1. STAKEOUT LIMITS OF CONSTRUCTION. 2. INSTALL SEDIMENTATION CONTROL BARRIERS AS SHOWN ON THE PLAN. 3. REMOVE EXISTING VEGETATION AND TOPSOIL WITHIN THE LIMITS OF CONSTRUCTION. STOCKPILE TOPSOIL AS SHOWN ON THE PLAN. 4. ROUGH GRADE THE DRIVEWAY AND HOUSE AREA. 5. INSTALL/CONNECT UTILITIES 6. FOLLOWING CONSTRUCTION, FINISH GRADE ALL DISTURBED AREAS. 7. LOAM AND SEED ALL DISTURBED AREAS. MAINTENANCE INSPECT SEDIMENT BARRIERS AFTER EACH STORM EVENT AND REPAIR OR REPLACE AS NECESSARY. CLEAN OUT OF ACCUMULATED SEDIMENT IS NECESSARY IF 1/2 OF THE ORIGINAL HEIGHT OF THE BARRIER BECOMES FILLED IN WITH SEDIMENT. GENERAL NOTES 1. MAINTAIN ALL SEDIMENT AND EROSION CONTROL FACILITIES UNTIL ALL AREAS HAVE BEEN STABILIZED. 2. EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE CONSIDERED AS TYPICAL MINIMUM STANDARDS. THE OWNER AT THE TIME OF CONSTRUCTION WILL BE RESPONSIBLE FOR INSTALATION AND MAINTENANCE OF EROSION AND SEDIMENT CONTROL AND FOR IMPLEMENTING ADDITIONAL MEASURES AS SITE CONDITIONS WARRANT. 3. SLOPES IN HIGH MAINTENANCE AREAS SHALL NOT EXCEED 2:1 (H: V). TEMPORARY SEEDING USE A TEMPORARY VEGETATION COVER OF ANNUAL RYE GRASS AT A RATE OF 1.0 lbs./ 1000 S.F. APPLY 10-10-10 FERTILIZER, OR EQUIVALENT, AT A RATE OF 7.5 lbs./1000 S.F. AND LIMESTONE AT A RATE OF 90 lbs./1000 S.F. APPLY STRAW OR HAY MULCH AT A RATE OF 70 lbs./1000 S.F. PERMANENT SEEDING SEED BED PREPARATION: FINE GRADE AND RAKE SOIL SURFACE TO REMOVE STONES LARGER THAN 2" IN DIAMETER. APPLY LIMESTONE AT A RATE OF 90 lbs./1000 S.F. FERTILIZE WITH 10-10-10, OR EQUIVALENT, AT A RATE OF 7.5 lbs./1000 S.F. WORK LIMESTONE AND FERTILIZER INTO SOIL UNIFORMLY TO A DEPTH OF 4" WITH A HARROW OR EQUIVALENT. SEED APPLICATION: APPLY LAWN SEED BY HAND, CYCLONE SEEDER OR HYDROSEEDER. LIGHTLY DRAG OR ROLL THE SEED SURFACE TO COVER SEED. SEEDING SHOULD BE DONE BETWEEN APRIL 15 AND JUNE 15 OR BETWEEN AUGUST 15 AND SEPTEMBER 30JF SEEDING CANNOT BE DONE DURING THESE TIMES, REPEAT MULCHING PROCEDURE BELOW UN11L SEEDING CAN TAKE PLACE. NOTE: IF HYDRQSEEDER IS USED, INCREASE SEED MIXTURE BY 107. MULCHING: IMMEDIATELY FOLLOWING SEEDING, MULCH THE SEEDED SURFACE WITH STRAW OR HAY AT A RATE OF 70 lbs./1000 S.F. SPREAD MULCH BY HAND OR MULCH BLOWER. PUNCH MULCH INTO SOIL SURFACE WITH TRACK MACHINE OR DISK HARROW. IT IS ANTICIPATED THAT CONSTRUCTION WILL COMMENCE IN THE SPRING 2010. a GENERAL NOTES 1. MAP REFERENCE: PLAN SHOWING PARCEL OF LAND TO BE TRANSFERRED BY LEOPOLD A. & JENNIE Y. SZCZYGIEL MAPLE AVENUE MONTVILLE, CONNECTICUT SCALE 1"=20' JANUARY 10, 1982 2. INLAND WETLANDS VERIFIED BY IAN COLE SOIL SCIENTIST. 3. ELEVATIONS SHOWN HEREON ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM. 4. TOPOGARPHY BY FIELD SURVEY BY DIETER & GARDNER, INC. LAND SUREYORS. 4'-8 3/4" A-,.0-i PLAN 0 0 0 00 0 0 0 0 PRECAST CATCH BASIN TOP (TYPE "ASREQUIRED- TYPE CL„ SHOWN) NOTES: 1. IN PRECAST RISER SECTIONS, THE KNOCKOUTS OR OPENINGS AROUND THE PIPES SHALL BE MORTARED TO 6". 2. PRECAST REDUCER SHALL BE SPECIFICALLY SIZED & PLACED FOR THE TYPE OF TOP USED. 3. PLACE ALL PRECAST UNITS, TOPS AND CONCRETE BLOCKS IN A CEMENT MORTAR BED. 4. PRECAST UNITS SHALL BE REINFORCED WITH WELDED WIRE FABRIC. 0 0 0 0 0� 2'-8 3/4" a 2'-4" TYPE 'C' 1'-10” TYPE 'CC d 4, � d PRECAST PRECAST RISER OR RISER VARIES (V MIN.) ° CONCRETE REDUCER OR 8" CONCRETE UNITS a CORBEL (2" MAX) & 8 CONCRETE UNITS . d - a Q •. d 18" KNOCKOUTS FOR PRECAST PIPES MIN. 4" 4 SUMP OT d BOTTOM OFRISER 2'-0" MIN. ..-. - .a- a b 24" tl 3/4" CRUSHED d STONE a �04 d Oda I i I� SECTION B -B SECTION A -A PRECAST" CATCH BASIN PAVEMENT REPAIR NOT TO SCALE RENT GRAVEL FOR CONCRETE PIPE 15" AND LARGER IN DIAMETER, BACKFILL IN THIS AREA TO BE BANK RUN GRAVEL PLACED BY HAND AND THROUGHLY COMPACTED IN LAYERS NOT TO EXCEED 6" THICKNESS. FOR HDPE PIPE BACKFILL IN THIS AREA TO BE CRUSHED STONE OR SCREENED GRAVEL. MAX SIZE 3/4" LIMITS OF CRUSHED STONE OF SCREENED GRAVEL FOUNDATIO TO BE SHAPED TO FIT PIPE EXTERIOR TO THIS HEIGHT irwr. X -J. NOTE: 1. USE BITUMINOUS CONCRETE CLASS 3 FOR CURBING. 1311T. GONG. LIP CURBING © THIS DRAWING IS THE PROPERTY OF THE LAND SURVEYOR. NOT TO SCALE THIS PLAN AND REPRODUCTIONS, ADDITIONS OR REVISIONS OF THIS PLAN ARE NOT VALID Wll�OUT THE EMBOSSED SEAL AND SIGNATURE OF THE LAND SURVEYOR WHO PREPARED THIS PLAN. JOB# 09-071 SH2 =NT SURE M PAX sj...OP E 1'y LIP TOWN ROAD ' - 6" GRAVEL (PROCESSED) DRIVE PROFILE (NOT TO SCALE) .ff d a .• ... • „CLASS 2" d 9, BITUMINOUS `l CONCRETE • .. DRIVE TOWN ROAD PAVED APRON DETAIL (NOT TO SCALE) EXISTING GROUND �rv�rmn� v��nv� DRAINAGE PIPE DETAIL NOT TO SCALE PROPERTY LINE 2" ASPHALT PROPERTY LINE 1. SET POSTS & EXCAVATE 2. STAPLE THE WIRE A 6" x 6" TRENCH. SET MESH FENCING TO POSTS DOWNSLOPE. ANGLE END POST. UPSLOPE FOR STABILITY & SELF-CLEANING. '_KFILL WITH APPROVED MATERIAL ROUGHLY TAMPED TO 907 STD. JCTOR TEST IN LAYERS NOT TO 100' ;EED 24" IN THICKNESS TM " n. OVER LEDGE (ER UNCONSOLIDATED L D1E`1'ER & GARDNER LAND SURVEYORS * PLANNERS 1641 CONNECTICUT ROUTE 12 P. 0. BOX 335 GALES FERRY, CT. 06335 (860) 464-7455 FAX (860) 464--5028 EMAIL: DIETER.GARDNEROSNET.NET FILTER COMPACTED FABRIC BACKFILL flow r 3. ATTACH FILTER FABRIC TO 4. BACKFILL THE TRENCH THE , WIRE FENCING & & COMPACT WITH EXTEND IT INTO THE TRENCH. EXCAVATED SOIL. FILTER FABRIC SEDIMENT B)�RRIER L o c A'r i o rIT MAP GRAPHIC SCALE eoo0 0 500 1000 7000 ( IN FEET ) I inch = 1.000 ft. 4000 P L.A I� o l IST G Pl:?loPoSEl) HoTisE, l E sEwER C 0I`�TNE Crr101�T A TST D E IZ 0 S 10 I'S' A TAT 13 S E Y M E T%T'-" C O T' T yZ O 1, 0I%T IPROPER'-rY Off' ''rMOMA G -.A A'_r I 200A MAPLE A,V'EI�TUE mol\TT rlLLE, Colv1\T C�1C�r� JAIL" UA- Y 2010 SHEET 1 OF 2 f — NOTE: THE TOWN OF MONTVILLE SHALL BE RESPONSIOLE FOR THE MAINTENANCE OF ALL STRUCTURES CONSTRUCTED WITHIN FIVE POINTS ROAD RIGHT OF WAY, INCLUDING THE CATCH BASIN AND SUMP DELINEATED HEREON, AND THE PROPERTY OWNER SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THE CULVERT ACROSS THE PREMISES DESCRIBED HEREIN. INSTALL NEW TYPE "C" CATCH BASIN TOP FRAME AT CURB LINE: WEST END= 204.25 EAST END= 203.60 INV. OUT: 199.1 LEGEND <D©oCDCDCDCDC CD<D STONE WALL — - - PROPERTY LINE - - - - STREET LINE DH DRILL HOLE SET SET EXISTING CONTOUR 198 PROPOSED CONTOUR UTILITY POLE CATCH BASIN INLAND WETLANDS ®.. �... ...�.. , . PERENNIAL WATERCOURSE SILT FENCE SEWER MANHOLE X 201.5 EXISTING SPOT GRADE IF AN EASEMENT IS NEEDED TO INSTALL CONNECTION TO EXISTING 24" PIPE ON PROPERTY OF EDWARD W. & IRENE M. TAYLOR, TOM GARBATI SHALL BE RESPONSIBLE FOR OBTAINING. THE WORD "CERTIFY" IS UNDERSTOOD TO BE AN EXPRESSION OF THE PROFESSIONAL OPINION BY THE LAND SURVEYOR WHICH IS BASED ON HIS OR HER BEST KNOWLEDGE, INFORMATION AND BELIEF. AS SUCH IT CONSTITUTES NEITHER GUARANTEE OR WARRANTY. THE STONE WALLS AND/OR FENCES SHOWN AS BOUNDARIES MAY HAVE IRREGULARITIES OF COURSE BETWEEN PRINCIPAL POINTS OF COURSE INDICATED THIS DRAWING IS THE PROPERTY OF THE LAND SURVEYOR. THIS PLAN AND REPRODUCTIONS, ADDITIONS OR REVISIONS OF THIS PLAN ARE NOT VALID WITHOUT THE EMBOSSED SEAL AND SIGNATURE OF THE LAND SURVEYOR WHO PREPARED THIS PLAN JOB# 08-061 SH2 inic'rAi i r)01 INSTALL FLARED END INV.197.1 EXISTING STONE BOX CULVERT REPLACE WITH 12 LF 24" HDPE AT CAIIr— I k 11 lr-� NOTE: AREA OF WETLANDS 800± Sq. Ft. AREA OF DISTURBED WETLANDS 750± Sq. Ft. AREA OF FILL IN WETLANDS=95± Cu. Yd. NOTE: BOUNDARY LINES OF ADJOINING PROPERTIES ARE SHOWN FOR GENERAL. INFORMATIONAL PURPOSES ONLY AND ARE NOT TO BE CONSTRUED AS BEING ACCURATELY LOCATED OR DEPICTED. N /F ROBERT A. PISCITELLO INSTALL NEW TYPE "CL" CATCH BASIN TOP FRAME= 202.40 24" HDPE INV. IN:195.20 INV. OUT: 195.20 15"HDPE INV. IN: 198.00 STONE RETAINING WALL N /F KATHRYN PIANATA JOANN RECORDS AND JOHN CHAPEL WYE W/END - CAP INV. 197. INSTALL 52' BITUMINOUS CONCRETE LIP CURBING l 202 TF=201.14 - INV. IN 15" RCP -197.39 INV. OUT 12" CMP=196.90 33 LF 8" PVC S=0.005 `�� awl ,lJ LJ VI�V 201.2 i 201.2 EXISTING FENCE i �'� 200 TF=201.87 INV. OUT 195.04 \`4 3 �\ R 0 PROPOSED SMH-1 TF = 200.05 INV. IN 195.3 INV. OUT 195.2 N/F HOOD PRO LLC A //,-*,\ \ \ N /F EDWARD W. & IRENE M. TAYLOR hQ 5 CONNECT NEW 24" PIPE TO EXISTING 24" PIPE WITH FERNCO COUPLING 24" PIPE INV. = 191.1± GRAPHIC SCALE 5 10 20 ( IN FEET ) I inch = 10 ft. DIETER & 'GARDNER LAND SURVEYORS • PLANNERS 1641 CONNECTICUT ROUTE 12 P. 0. BOX 335 GALES FERRY, CT. 06335 (860) 464-7455 FAX (860) 464--5028 EMAIL: DIETER.GARDNEROSNET. NET LIST OF ABUTTING PROPERTY OWNERS Hood Pro LLC 298 Maple Avenue Montville, Connecticut 06353 .Edward W. Taylor Irene M. Taylor 294 Maple Avenue Montville, Connecticut 06353 Thomas Garbati 179 Butlertown Road Watertown, Connecticut 06385 Robert A. Piscitello 310 Maple Avenue Montville, Connecticut 06353 P'.AN OWING Fj0 SE,F..ZIVE SE W EFz C0-I\"NECrr_r0N ANS ER0S10l�T AT`oTD SEDIIuiEN'r coos 'r j�ZO ., ON VFz0PE1RT 01F 'T 1-10 m,,k S C. - A rz jBAL -r 300A MAVER AVEl*TUE MONTVIlLILE, C0I�TT�TEC`r1C rr S CA.ER : 1 99 = I. 0 ' J A 1'\Z U A1l'Y 2010 SHEET 2 OF 2 THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b- I THRU 20-300b-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT AJ`OCIATION OF LAND SURVEYORS, INC. IT IS AN IMPROVEMENT LOCATION SURVEY BASED ON A DEPENDED! TRESURVEY CONFORMING TO HORIZONTAL ACCURACY CLASS A-2. TO MY -:I .yG `LEDG EUEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. TITLE: LAND �,URVEYOR CT No. 14208 DATE: JANUARY 4, 2010