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HomeMy WebLinkAboutSite Plan,9 t EROSION & 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 DETAILEDIN 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 BEO 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 UNTIL SEEDING CAN TAKE PLACE. NOTE: IF HYDROSEEDER 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 WINTER/SPRING 2009. E; GENERAL NOTES 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. I -F----- 4'-8 3/4" PRECAST CATCH BASIN TOP (TYPE AS REQUIRED - TYPE "CL" SHOWN) NOTES: 1. IN PRECAST RISER SECTIONS, THE KNOCKOUTS OR OPENINGS AROUND THE PIPES SHALL BE i8I1 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 A -�-� REINFORCED WITH WELDED WIRE PLAN FABRIC. 0000000a0oQOQo F//A A d a. 2'-8 3/4" EXIS1'1NG d 2,-4„ TYPE ,C, V-10" 'CL' ° FOR CONCRETE PIPE 15" AND TYPE d. LARGER IN DIAMETER, BACKFILL "=I I PRECAST PRECAST RISER OR RISER VARIES (1' MIN.) ° CONCRETE d REDUCER OR 8" CONCRETE UNITS GRAVEL PLACED BY HAND AND i} I II CORBEL 2AX) d I I� POSTS DOWNSLOPE. ANGLE THROUGHLY COMPACTED IN LAYERS CONCRETE UPSLOPE FOR STABILITY NOT TO EXCEED 6 THICKNESS.12 UNITS ` d FOR HDPE PIPE BACKFILL IN THIS d d 0nc) 18" Ile KNOCKOUTS FOR PRECAST PIPES MIN. 4" d SUMP FROM TOP & ° BOTTOM OF RISER THROUGHLY TAMPED TO 90% STD. - 2'-0" MIN. -- Q 24" .a 4" CRUSHED s NONE A f I: ® and d _ed TO BE SHAPED TO FIT PIPE ° v SECTION B- SECTION A - PRECAST CATCH BASIN PAVEMENT REPAIR NOT TO SCALE 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# 08-061SH2 BENT GRAVEL MAX 1 " LIP SLOPE 1" TOWN ROAD "CLASS 2" BITUMINOUS CONCRETE DRIVE - 6" GRAVEL (PROCESSED) DRIVE PROFILE (NOT TO SCALE) • d • q - - '• TOWN ROAD PAVED APRON DETAIL (NOT TO SCALE) PROPERTY LINE 2" ASPHALT i"'l-PROPERTY LINE NOTE: 1. USE BITUMINOUS CONCRETE CLASS 3 FOR CURBING. BIT. CONC. LIR CURBING =NT FURE UNDERDRAIN AS DIRECTED \_ NORMAL GRADE DRAINAGE PIPE DETAIL_ DIE`1'Eh & 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 2. STAPLE THE WIRE MESH FENCIN(TO END POST. FILTER COMPACTED FABRIC BACKFILL flow —It= Ir�r� I 3. ATTACH FILTER FABRIC TO 4, BACKFILL THE TRENCH THE WIRE FENCING & & COMPACT WITH EXTEND IT INTO THE TRENCH. EXCAVATED SC1L. FILTER FABRIC SEDIMENT BAS BIER JAN ., 4000 P Lam, N S Ec O W I N O- DF-�oF)`OSED FlOUSIE, DRIVE SEWER CoNNECrr, IoN AND EFZOSI0rsT AND SEDIMEr.,T'T' C0NqpROL CSN Fl, FZOPER-rN- OE KAP FZN`PT PIAP%TrrA JOANN RECORDS A N I) J0HI\T CRAPE% 3 O 0 A MAP I..JE AVE N FT E MONT'VIE1LE, COT'�TNECTICUrC' OCrrODER 2008 REVISED: JANUARY 21,2009 SHEET 1 OF 2 EXIS1'1NG GROUND FOR CONCRETE PIPE 15" AND LARGER IN DIAMETER, BACKFILL "=I I j — 1. SET POSTS & EXCAVATE IN THIS AREA TO BE BANK RUN J I II— =I I I: A 6" x 6" TRENCH. SET GRAVEL PLACED BY HAND AND i} I II H I I� POSTS DOWNSLOPE. ANGLE THROUGHLY COMPACTED IN LAYERS W UPSLOPE FOR STABILITY NOT TO EXCEED 6 THICKNESS.12 " MIN . & SELF-CLEANING. FOR HDPE PIPE BACKFILL IN THIS AREA TO BE CRUSHED STONE OR SCREENED GRAVEL. MAX SIZE 3/4" � BACKFILL WITH APPROVED MATERIAL I THROUGHLY TAMPED TO 90% STD. 0' PROCTOR TEST IN LAYERS NOT TO1012 EXCEED 24" IN THICKNESS Akg LIMITS OF CRUSHED STONE OR SCREENED GRAVEL FOUNDATIONI I� PIPE I I'I A-DIA/2 " - (� (- f I: min. TO BE SHAPED TO FIT PIPE =1 I I= B=8" IF OVER LEDGE EXTERIOR TO THIS HEIGHT =III: II„� 6” IF OVER UNCONSOLIDATED I I� �! Q -1' I"—'I MATERIAL NOTE: 1. USE BITUMINOUS CONCRETE CLASS 3 FOR CURBING. BIT. CONC. LIR CURBING =NT FURE UNDERDRAIN AS DIRECTED \_ NORMAL GRADE DRAINAGE PIPE DETAIL_ DIE`1'Eh & 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 2. STAPLE THE WIRE MESH FENCIN(TO END POST. FILTER COMPACTED FABRIC BACKFILL flow —It= Ir�r� I 3. ATTACH FILTER FABRIC TO 4, BACKFILL THE TRENCH THE WIRE FENCING & & COMPACT WITH EXTEND IT INTO THE TRENCH. EXCAVATED SC1L. FILTER FABRIC SEDIMENT BAS BIER JAN ., 4000 P Lam, N S Ec O W I N O- DF-�oF)`OSED FlOUSIE, DRIVE SEWER CoNNECrr, IoN AND EFZOSI0rsT AND SEDIMEr.,T'T' C0NqpROL CSN Fl, FZOPER-rN- OE KAP FZN`PT PIAP%TrrA JOANN RECORDS A N I) J0HI\T CRAPE% 3 O 0 A MAP I..JE AVE N FT E MONT'VIE1LE, COT'�TNECTICUrC' OCrrODER 2008 REVISED: JANUARY 21,2009 SHEET 1 OF 2 NOTE: THE TOWN OF MONTVILLE SHALL BE RESPONSIBLE 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. LEGEND 000cX©00000 STONE WALL PROPERTY LINE STREET LINE 0 DH DRILL HOLE SET SET FxISTING CONTOUR a--a--o n S X 201.5 INSTALL NEW TYPE "C" CATCH BASIN TOP FRAME AT CURB LINE: WEST END= 204.25 EAST END= 203.60 INV. OUT: 199.1 PROPOSED CONTOUR UTILITY POLE CATCH BASIN INLAND WETLANDS PERENNIAL WATERCOURSE SILT FENCE SEWER MANHOLE EXISTING SPOT GRADE 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 Q THIS DRAWING IS THE PROPERTY OF THE LAND SURVEYOR. THIS PLAN AND REPRODUCTIONS, ADDITIONS OR REVISIONS OF THIS PLAN ARE NOT VAUD WITHOUT THE EMBOSSED SEAL AND SIGNATURE OF THE LAND SURVEYOR WHO PREPARED THIS PLAN. J084 08-061 SH2 BENCHMARK: NAIL SET IN PAVEMENT ELEV. = 204.61 INSTALL FLARED END INV.197.1 EXISTING STONE BOX CULVERT REPLACE WITH 12 LF 24" HDPE AT gAAAF IMNIF PTq 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 INSTALL 52' BITUMINOUS CONCRETE LIP CURBING 202 WYE W/END — CAP INV. 197.0 I HAVE REVIEWED THE INLAND WETLANDS AND WATERCOURSE BOUNDARY AS DELINEATED ON THIS PLAN. I AM OF THE OPINION THAT THE INLAND WETLANDS BOUNDARY IS SHOWN CORRECTLY ON THIS MAP. IAN COLE SOIL SCIENTIST TF=201.14 INV. IN 15" RCP=197.39 INV. OUT 12" CMP=196.90 33 LF 8" PVC S=0.005 �---- — UN U ODU- XISTING FENCE TF=201.87 INV. OUT 195.04 Shop PROPOSED SMH-1 TF = 200.05 INV. IN 195.3 INV. OUT 195.2 N/F HOOD PRO LLC N /F EDWARD W. & IRENE M. TAYLOR CONNECT NEW 24" PIPE TO EXISTING 24" PIPE WITH FERNCO COUPLING 24" PIPE INV. = 191.1± GRAPHIC SCALE 10 20 ( IAT FEET ) 1 inch = 10 ft. 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 PLAN SOwIT%zG PROF"OSEI) OUSE, I)FUVIE S E w E YZI C O TAT i�T E C rr 10 I`*�T A rT EPOS10TNT Al%ZlE) SEPI M EPsTrr CO L O Piz0PEFz�'"v OE KA'r 'V N P I A TNPT A J0A.�TIT 1R.EC0IRIDS A TNT n JOI-IIT CI-IAPEL 300A,_ MAPLE AV E N T,._.T E MOl\TT'VILLE 9 CONI\TECrr1CUT' SCALE: 1." 1O' 0Crr0I3ER 2008 REVISED: JANUARY 21, 2009 SHEET 2 OF 2 THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CQNNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. IT IS AN IMPROVEMENT LOCATION SURVEY BASED ON A DEPENDENT RESURVEY CONFORMING TO HORIZONTAL ACCURACY CLASS A-2. TO MY KNOWLEDGE _AND,j�FLIEF, THIS MAP lS_ SUBSTANTIALLY CORRECT AS NOTED HEREON. TITLE: L N SU '�EYOR CT No. 14208 DATE: OCTOBLR 10, 2008