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Home My WebLink AboutSite PlanL4.j Ou- 4ko I , PLATO D' JV. IV -4 y A Ae 4 to + fto V �:Op.,m fo T 0 eve 2- 16, N, Y -J- W 4 Rod -A ON, 7.r*Ir. Ilk jill'A llog bt m, r w P.0 -4 In ic* al t�� t z Kwm. or d , fewoo vu y tho Ag loam VA N- 46 Inco# P .0. ox .1 41 0 . Pfmdl Ohio 2, I I coorif * m- A!!llllik� T 0 M214 t or Mr. 1! 6 4 Units 0 1 1/2 caa par. Unit Lot 055- 110 Units e 1 -1/2%pe.,pe por Unit 15 Sp4cas - PrOvidaid Lot: 5 Units a 1'•,.1/2 /6 -accts ar Unit 15 600cas Provided i 213.4T'-- 6V-W-')TF---,---- jNAIL W. ME HO -MO 1///7 NOTE: EXISTING VECETArION IS TO REMAIN AS REAR BUFFER (ALL 1-0'rS) PROVIDE CONCRETE DUMPSTER PAD W1 STOCKADE F&vX SURR(XkWING (SEE DETAIL) PROVIDE ROW Of' 8' HIGH BLUE SPRUCE 8'0/01 2"MIN. CALIPER PROVIDE HANDICAP PARKING SPACE W1 PAINTED SYMBOL & .91ON (SiW b7ETAL) PROVIDE TYPE "5" SIDEWALK RAMP (SEE DETAIL ) PROVIDE PAWED DIRECTIONAL ARROW ff- -DETAIL) PROVIDE NON -TRACKING CONSTRUC- CX3-1 -IA4,- T.F. 214.5 /W. 211.5 rrTTM EXIST. CATCH BASIN T INV OUT 210-63 PROP. INV. IN 211.0 PROVIDE =P VON a PAINM STOP BAR (SEE DETAIL) EXIST. CATCH BASIN TF 213.6 APPROVEV BY THE MOWIVILLE PLANNIN6 AND ZONIN6 COMMISSION. rrjT 1po C>H 0 0)�i�L HoLE is NIF F601-TAL, Y, 9,F. OAge FEET Ty,p. -WILDINS SaMAOK LINE )F,-Oposw e'l RZ-MT AMRZILAIA 59 ASSCS6OR LOT NVMBeR MO.K#-MNT --210-- exl6vN6 GOVT - 10 ,210- CIONTOM M.H. MANHOLE EXIST. existlNe PROF05W 5POT ELEVATION INY. INVERT ELEVATION T.F. TOP Or- FRAME M-EVATION i 213.4T'-- 6V-W-')TF---,---- jNAIL W. ME HO -MO 1///7 NOTE: EXISTING VECETArION IS TO REMAIN AS REAR BUFFER (ALL 1-0'rS) PROVIDE CONCRETE DUMPSTER PAD W1 STOCKADE F&vX SURR(XkWING (SEE DETAIL) PROVIDE ROW Of' 8' HIGH BLUE SPRUCE 8'0/01 2"MIN. CALIPER PROVIDE HANDICAP PARKING SPACE W1 PAINTED SYMBOL & .91ON (SiW b7ETAL) PROVIDE TYPE "5" SIDEWALK RAMP (SEE DETAIL ) PROVIDE PAWED DIRECTIONAL ARROW ff- -DETAIL) PROVIDE NON -TRACKING CONSTRUC- CX3-1 -IA4,- T.F. 214.5 /W. 211.5 rrTTM EXIST. CATCH BASIN T INV OUT 210-63 PROP. INV. IN 211.0 PROVIDE =P VON a PAINM STOP BAR (SEE DETAIL) EXIST. CATCH BASIN TF 213.6 APPROVEV BY THE MOWIVILLE PLANNIN6 AND ZONIN6 COMMISSION. rrjT 'ORMON AW SWNM,, Comm WORTS FILTM BAWM INSTALLATION 4 MAINTENANCZ %5DIV15ION AND 51TE DEVELOPMENT, PLAN 1. V19 a b" trench on the uphill sido of the barrlor location, PRZIPARZIP FOR 2. Position the, posts on the, downhill side, of the, barrier and drive, ARTEMIS MANDE5 FLATOZ DRIthe post 1.5 feet into the, ground. VE MONTVILLE, CONNECTICUT 5. Lay the bottom b" of the fabric. In the tranah to prevent vndermInIng and backfill. p9p"WaVA 16 MAM We 4. Inspaot and repair barrier after heavy rainfall. 1. 5vlodivelon/51te vevelopment Flan .tonin Vistr7lat R-205. Sediment deposits are to be removed when they reach a height of one prepared For Artemis M Flotoz drive WbntyIlIr,,.Connecticvt foot behind the barrier and are to be depositod,-jrI an area v4hi0h Scolot 1' =20'" 21, 101014 C*aidler, Palmer 4 KN Norwich, CowcAlevt is not raqvloted bV the Inland H6,lands 6. Inspections and necessary repairs will be made, 'twice weekly.2. Connoaiavt evidelines for Soil Erosion and Sediment Control, HAY SAM ION 4 MAI SollSvIrveq of Now London County Connecticut, U.5.P.A. 5611 0onstrvation Service 1. 5ales shall bepbales tiht laced ar66nd oil pro�c�ch sed catch basins Hlth the ends of the -ly abutting other. g 2. Each bola shall be securely anchored with at least 2 stokes and gs between boles shall" be wedged with straw to prevent • ap water from passing betHeen the bolas. Proposed 5vbdivision will allow for the craotion of 5 Wilding lots ranging In size from 25,24,1 s.f. to 500454 s.f. Each P4111 5. Inspect boles after each storm and repair or replace promptly be serviced by on site Municipal water 4 ?4Aialpal sewer. Total as needed. Remove sediment behind the, bales when it has area to be disturbed = 1.2 1 acres reached half the height of the bole, and deposit in on area which is not regulated by the Inland Notionds Commission. 4. Inspections and necessary repairs will be, mode twice weekly. TEWORARY VESIMThM CAWMt The proposed site, if, composed mainly of two soil types; Char Iton - Hollis- "Cr(:," 4 A temporary seeding of Rye, Crass will be, completed within 15 days of the formation of stockpile(s). If the soll In the stockptles has 1. "Oro" Fine sandy loom$, very rocky, with 5 to 15 percent slope -4.. been compacted by construction operations It shall be, loosened to These, gently sloping to sloping complex consists of som'ewhota depth of 2 Inches before the fertilizer, lime and seed is applied. excessively drained and well drained soils, on glacial till 4 10-10-10 fertilizer at a rote, of 1.5 pounds per 1000 s.f. and lima vpland landforms. sto"'ot a rote of (10 lbs. per 1000 s.f. shall be used. Rye Crags applied of a rote, of I lb. per 1000 s.f. shall provide. the, temporary looms, very rocky, with 15 to 45 percent slopes. vegetativa cover. Straw or hog, free from woodss-cind coarse matter shall 2. "CIrC711 Fines be used at a rote, of -10-410 lbs. per 1000 s.f.'a's a temporary mulch. Thasa moderately steep to Steep complex consists of somewhat excessively drained and well drained soils, on glacial till 4 5trow or hog, free from Heads a-0 000rse, matter shall i:>e used at a rate, W11and landforms. of 10-cl0 lig. per 1000 s.f. a$ o temporary mulat. Apply mulch and drive, tracked 0c111pment vp and down slope, over entire, surface so cleat marks are parallel to contovr. YBMTATIi Ceonstrvctlon Hill begin with clearing, 9rvbi;)Inc3 and rough 9radIN c of the proposed sites. FolloNing rovo grading procedures, all ;drainage Topsoil will be replaced once .the excavation has been completed and vtllity strvctvres and the associated piping will be Instol . led an and the shoulders are graded to a slope no greater than 5 to 1. - protected hay bales or silt fcme- 'The" protective measures are Topsoil will be spread at a minimum compacted depth of 4 inches. Once the topsoil has been screed, --oI,l_.stonos,tv4o, inches or.larger remain in place, and properly maintained `throughout construction, In any dimonslon will be removed as well as debris. Apply -o9rIrvItvroI ground Ilmestone. at the rote, of two tons per acre, or 100 lbs. per All work must be complated within 5 years, as roRvVed by the Connecticvt General 5tatvtes. 1000 s.f. Apply 1.0-10-10 ft;rtilizer or equivolent at a rote of 500 lips. per ocre, or 1.5 lbs, per 1000 91. k4ork lime and fertilizer into the soil to a depth of 4 Inches. Inspect seedbed before seeding. F-och site will be graded so that all possible trees on site will ber If traffic has, compacted the, soil, ret ill compacted areas. Apply the :A saved to provide buffers to adjoining lots. following gross seed mix: Topsoil will be stockpiled on site and vtlllzed during final driveway.rodinig. 5aed Mixtvre, lbslocre lbs./1000 s.f. A non -tracking constrvotion entrance is to be provided at each Kentucky Bluegrass 20 .45 Creeping Red Fescue 20 .45 Perennial Rye Cross 5 .10 45 1.00 VEY13.0pt4wT WNTPWIL "I The recommended seeding dates are.. pove,lopmont of the: site, will be performed by The Opqncr. He April I - June 15 will be responsible for the Installation and mol * ntenorice of erosion Avgvst I - September 15 and sediment control measures required throvShout, construction.1 The sedimentation control mechanisms shall remain in place from the Following seeding, firm sebed with a roller, Mvlch Immediately start of constrvctlon vntil pormotiont vegetation has been established, following seeding. If o permanent vegetative, stand cannot be, The representative, for the Town of Montville will be notified when the, established by September 50, apply a temporary cover on the, sediment and erosion control structures are InItialig in place. . onoe topsoll such as netting, mot or an orgonic mulch. the proposed development, seeding and plaiting have been completed, the represontottve shall be notified to Inspect the, site. Those, 1 control measures will not be removed until this Inspection Is completo. All stripping is to confiarea;d to the immediate construction area; be Topsoil shall be stockpiled so that slope's do not exceed 2 to. 1. A hay bole sedlmont'barr(er is to svrromd each stockpile and a orgy vegetative cover provided. SECURE TO 1 1/2" 0 Pvst control will be occomplished by sprNing-with P4otor and If FAIW QALVAMZED STEE]L POST noc.,*ss'ary, the applicdtion of colalvm chlorldo. ANQU 1O`.UP SLOPE 917H (2) 1/4" 0 POST FOR STAXUITY AND Kq*CAPPED OALVANIZED BOLTSThe proposed plonting schedvlo Is to be adhered to during the, CLEANING PARKWO (I TOP. I BOTTOM) planting of distvirbaid areas thio out the proposed constrv6tion site. VAT( f 13W NXM CONPA V% BACKFILL Wj ftual staL,)Ilizotlon of ft,&U is to follow ft pro4odwas outlined fnp&Tlanart5'-0* TO GRADE 8AN YeAgotatty's wvar. It no4essairy. 0 twTorory vegetative, coyer is to be provided T ED. vntli. a permdment cover can be I applied. I NOT 70 SCALE ANCHOR WITH (2) VxVXY STAKES EACH BALE STORM SEWER STRUCTURE FLQW FVW Z 7, G NOT TO SCALE ADJUST TO GRADE WITH MAXIMUM OF FOUR COURSES OF BRICK RECAST REINFORCED CONCRETE MANHOLE ECCENIMC CQ41E WELDED WIRE FABRIC (ITPICAL) --PREFORMED PLASTIC CASKET OR 4'_'08 FL&xigLt WATERTIGHT RUBBER GASKET WALL 411 MI ----IKNOCK(XJT FOR PIPES MINIMUM MI 4- FRAM TOP AND BOTTOM OF BASE 7' CONCRETE OR, BRICK AND MORTAR INVERT NOW' TO SCALE ALE ELECTRICAL, TELL CABLE TELEMW BOLT JWT Im OLP 0 IVEWjkY ,-#4. 01 2 1301H WAYS *A* PLACCO 1 1/2" CLEAR TO CONCIRIE INSIDE or Box 2" amm 0_-a LENGTH. OUW NOTE: FRAME AND ORATEO COVER 70 BE MkWAOTUMO DY LIM&W FWWY M BROCKTON, MASS. OR EQUAL. M IAt ip M C lyp E -4 3 M oil___ •ill •. - .. ,� . L , ` ` -$�� .- , "'•1,. - - -SIDEWALK FIN . . . . . . . . . . . - - - - - - - - - - - - - - - - - - SURFokCE -COUR�E, CLASS 4C* =4CAETE, SJjRFACE WBE MISHED ��(ITH A WOOD FLOAT Ok bY OTHER APPROVED VEANS CONCRETE PER •• I1 �tsg 'A W 1 1 tK LINE FACE OF CURB EXPANSION J010,VY0.) C lyp E -4 W 3 0 i" PER RAMP ALK Fr, 11/4* PE0' MAX, . •ill •. - .. ,� . L , ` ` -$�� .- , "'•1,. - - -SIDEWALK FIN - - - - - - - - - - - - - - - - - - SIDEWX I X r ROWIED QRAVEL 1/2 CONCRETE RAMP IN 4' UFM) AS REQUIRED BY EZE OF PUMPSTER CURBING CURSING NOT TO S"CALE RAMP !A; PLACE EXPANSION JOINT AT BACK CW IT UTTER LINE. GUTTER C 41!�j :CURE LINE OR AT SIDEWALK LINE CURSIN7G SECTION ONLY %%ERC •MIN. 1" ��FT, 40' MAX. I" ER�FT. GRA$S Z- 0 X. CURB MAX. BACK Or WALK IS PROP.06ED CUT W 1 1 tK LINE FACE OF CURB W r %4% IN -DEPTH AMR 10/10 WELDED COMPACTION �-.LACED 'we MESH IN M 111�;ES COU 01 CONOR AkAn PAVEMENT NOT W-ip" ONTS-M-M -APPROXIMATELY I••BACKFILL DIV"D nNISHW GRADE ED QA8LE_MENW NOT TO SCALE BITUMINOUS CONCRETE go UP CURSING R-2' 11/i CLASS I DIAWM omxn 1 1/2' BINDER COURSE BACKFILL AS DIRECTED NOT TO SCALE iii i i i� � �� . lyp E 1 •ill •. - .. ,� . L , ` ` -$�� .- , "'•1,. - - FIN - - - - - - - - - - - - - - - - - - 51 CO (CRETE WITH I X r ROWIED QRAVEL 1/2 CONCRETE RAMP IN 4' UFM) AS REQUIRED BY EZE OF PUMPSTER An NOT TO S"CALE PLACE EXPANSION JOINT AT BACK CW CT THIS :CURE LINE OR AT SIDEWALK LINE SECTION ONLY %%ERC NO CONQRM =MALK GRA$S Z- 0 IS PROP.06ED .r. RAMP k' OR 1,R PL OT SECTIOW- RAMP SE0110H E 41!�-j a MAX, MAX. CVRBING CURS. OUTER UNE--" GUTTER ARIES) V R A S S LINE UZ ELM �IHIMVR_ 11 0, ZOW.E-A MtNIMUM 0',-0* 13ACKUNE OF RAMP E AND SIDEWALK RAMP SE0716N 7\ ELM NE 3150 MIN. CUROING CUT 1 1/2" VARIES - 1 CONSTRUCTION 31-01 MINIMUM AS DIRECTED JOINT (TYP) 2' 1/2' -20 1/4:12*11 GUTTER euka GRAVEL. BASE %o a,. CLASS 'A' 00NORETE REINFORQNQ MATERIAL FOR CALLS k CONCRIM PAVEMENT IF NOT TO SCALE W r %4% IN -DEPTH AMR 10/10 WELDED COMPACTION �-.LACED 'we MESH IN M 111�;ES COU 01 CONOR AkAn PAVEMENT NOT W-ip" ONTS-M-M -APPROXIMATELY I••BACKFILL DIV"D nNISHW GRADE ED QA8LE_MENW NOT TO SCALE BITUMINOUS CONCRETE go UP CURSING R-2' 11/i CLASS I DIAWM omxn 1 1/2' BINDER COURSE BACKFILL AS DIRECTED NOT TO SCALE iii i i i� � �� . 8' PROCESS GRAVEL BAS�--A . 12* BANK -RUN GRAVEL SUBBASE"� 'NOT TO SCALE .......... Y SECURE TO 1 1/2, .0 V-4 mjmCp GALVANIZED STEVEL POST ,, WTH (2) 4 WmT GALVANIZED 8 XTS 0 TOP, I BOT7W) WHITE NOTE: WON TO BE [NSTALLE0 IN ACCORDANCE WITH STATE .OF CONNECTICUT D.O.T. STANDARDS 10L 04 AM 3RAM Q - OTIO&AR OW NOT TO -SCALE NOT TO SCALE CERTIFIED BY THE M0NT1/4_LE PLANNING AND .SON INO COMMISSION slgncatvre dote, REVISIONS DATE DESCRIPTION DATE: MAY 27," 1994 SCALE: -AS NOTED SHEET 3 OF Mal - - - ---------- SITE DEVELOPMENT PLAN - FIN - - - - - - - - - - - - - - - - - - 51 CO (CRETE WITH oxe pompww r ROWIED QRAVEL OAU (COMPACTED IN 4' UFM) AS REQUIRED BY EZE OF PUMPSTER An NOT TO S"CALE 8' PROCESS GRAVEL BAS�--A . 12* BANK -RUN GRAVEL SUBBASE"� 'NOT TO SCALE .......... Y SECURE TO 1 1/2, .0 V-4 mjmCp GALVANIZED STEVEL POST ,, WTH (2) 4 WmT GALVANIZED 8 XTS 0 TOP, I BOT7W) WHITE NOTE: WON TO BE [NSTALLE0 IN ACCORDANCE WITH STATE .OF CONNECTICUT D.O.T. STANDARDS 10L 04 AM 3RAM Q - OTIO&AR OW NOT TO -SCALE NOT TO SCALE CERTIFIED BY THE M0NT1/4_LE PLANNING AND .SON INO COMMISSION slgncatvre dote, REVISIONS DATE DESCRIPTION DATE: MAY 27," 1994 SCALE: -AS NOTED SHEET 3 OF Mal - - - ---------- SITE DEVELOPMENT PLAN