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HomeMy WebLinkAboutSite Plans11 r— fY 0 z F -- W z Zz2 $ 8 N6 LEGEND: 128' VOL. VOLUME PG. PAGE N/F NOW OR FORMERLY S. F. SQUARE FEET CHD CONNECTICUT HIGHWAY DEPARTMENT MON MONUMENT SMH SANITARY MANHOLE CB CATCH BASIN TF TOP OF FRAME INV, INVERT SNET SOUTHERN NEW ENGLAND TELEPHONE BCLC BITUMINOUS CONRETE LIP CURBING RET. RETAINING 260 — EXISTING CONTOURS x 270.2 EXISTING SPOT GRADE 260 PROPOSED CONTOURS x 270. PROPOSED SPOT GRADE W F INLAND WETLANDS FLAG 0 STREET ADDRESS 6 NIF oov - 66 yi5«NG vogo D a D 137, 0 a 4 RAINBOW DRIVE 0 N 85'00'57" E 895.73 N/F JENSEN'S, INC. HILLCREST" 80' 2 80' m a0' 80' 0 c- m 00' s kj 3 1 r 1 r 615 LOCATION MAP 1000 500 1000 GRAPHIC SCALE IN FEET 61 APPROVED BY THE INLAND WETLANDS COMMISSION OF THE TOWN OF MONTVILLE SIGNATURE DATE APPROVED BY THE MONTVILLE PLANNING AND ZONING p//X VX Lt, e44 _ n SIGNATURE DATE s a. No. 967y C <=gecrsTEREi' TO MY KNOWL r F, THIS MAP IS SUBSTANTIALLY CORRECT tio ....j AS NOT17 - s u Rv 6/25/97 ICHAR H STROU E L.S. #9679 DATE MAP REFERENCE: SITE PLAN HILLCREST PREPARD FOR JENSEN'S, INC. OLD COLCHESTER ROAD, MONTVILLE CONNECTICUT, SCALE: 1"=100', DECEMBER 10, 1X20, REV 1/14/91, CHANDLER, PALMER & KIl` Gi 100 50 0 100 GRAPHIC SCALE IN FEET REMSIONS 12/x38 ADDITIONS 128' w 74'rn N/F 148'53 JENSEN'S, INC. Of 0 HILLCREST" L 9.50 80.31' d LLJ 181,79' M to CIC 1, THIS SURvEY HAS BEEN PREPARED PURSUANT TO THE REGULATIONS OF CONNECTICUT F— U Z a_=wCJ= STATE AGENCIES SECTIONS 20-300b-1 THROUGH 2O -300b-20 AND THE "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ADOPTED BY THE CD Lu CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. ON SEPTEMBER 26, 1996. IT 31 IS A PROPERTY SURVEY BASED ON A RESURVEY AND CONFORMS TO HORIZONTAL I_ o 0 V. ACCURACY CLASS A-2. LLW 2. FOR SUBJECT PROPERTY REFERENCE IS MADE TO THE TOWN OF y w C c)Cnca_; o MONTVILLE LAND RECORDS VOL. 178 PG. 200. 80.31 0 m PROPERTY IS SHOWN ON ASSESSORS MAP #16 AS LOT #30. m p 4. TOTAL AREA OF PARCEL = 17.65 ACRES±. o z 5. SUBJECT PROPERTY IS LOCATED 1N ZONING DISTRICT R-40. 198 z 6 TOPOGRAPHIC INFORMATION COMPLIES WITH T--2 MAPPINE:, STANDARLDS z BASE FOR LEVELS: N.G.V.D. 1929 7 UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE C ALL. B1= F PF 1 39 r'OU DIG 1--800-922--4455. Q APPROVED BY THE INLAND WETLANDS COMMISSION OF THE TOWN OF MONTVILLE SIGNATURE DATE APPROVED BY THE MONTVILLE PLANNING AND ZONING p//X VX Lt, e44 _ n SIGNATURE DATE s a. No. 967y C <=gecrsTEREi' TO MY KNOWL r F, THIS MAP IS SUBSTANTIALLY CORRECT tio ....j AS NOT17 - s u Rv 6/25/97 ICHAR H STROU E L.S. #9679 DATE MAP REFERENCE: SITE PLAN HILLCREST PREPARD FOR JENSEN'S, INC. OLD COLCHESTER ROAD, MONTVILLE CONNECTICUT, SCALE: 1"=100', DECEMBER 10, 1X20, REV 1/14/91, CHANDLER, PALMER & KIl` Gi 100 50 0 100 GRAPHIC SCALE IN FEET REMSIONS 12/x38 ADDITIONS DATE: 8/3/98 SCALE: 1 "= 100' SHEET 1 OF 5 w Of 0 L U LLJ Z CIC d W F— U a_=wCJ= 0— CD Lu r L.JI_ o 0 V. z LLW W y w C c)Cnca_; o 0 m rzW m p cry o z z z 0 N DATE: 8/3/98 SCALE: 1 "= 100' SHEET 1 OF 5 v 60 aot 80 so 25, STOCKPILE TOPSOIL TYP.) 10 ol 1 I l f CUT-OFF 53 TRENCH M/H EYP.'}M/ M/ M/HM/M/H SLAB EL=276.5 SLAB EL. s FLOOR=280.2 =280.2LABEL. FLOOR=284.458FLOOR=274.4 jI x271.7 272.Ox 84STM DRNMY TO BE x277.8 277.8 cq L SOI. PROPOSED8952PVCDRIVE (TIIEX, 0,/H E VV RE EpR=20' 4 73 rl L II 8953 POLE SUPPORT "MS) 051F"YIST, 4 AP ROX- LOCATION WATER MAIN BOT. WALL 284.0 si4P VARIES 282.ox ce PRO SED 4.0 2 ox Z. Mo.) 1570.3 270.3 x276<3 .3 276., x M/ m St -ABBEL=263.2 CUT-OFF FLOOR=288.9 i,' TRENCH TYP.) MEL.=M/H SLAB 274.7 A% f r'LVUR=278.4 o M/M/H C4 SLAB EL=269.2FLOOR=272.9 1 _c15" x263.01 qoo!L 2777 4 STOCKPIL co PSOIL TYN lo# ci WLF#25 WLF#24\', 50, INLAND WETLANDS BUFFER WLF# 19 WLF#23 WLF# 18 NLF#20 WLF# 17 WLF#27 WLF# 16 WLF# 151 r; WLF#26 WI -F#21 UMITS, OF INLAND VCTLANDS, WLF#22 PER XXERENCE MAP 80.31 80.31 WLF# 14 100.39 WLF#163 W#1 6\4WLF# 16 1 0 WLF# 162 r / , 0 t. U11I TOC I TOPSOIL YVLF#8 PROVIDE A CONTINUOUS UNE OF HAYBALES OR SILT FENCE wu#9 THROUGHOUT CONSTRUCTION WLF# 10 WLF# 13 WLF#1 I i got, WLF 112 f GRAPHIC ISCALE IN FEET REMSIONS 1 ",/98 C MME' 04r'_) PER (U 12/98 4DUITIONS z y 51 W w z NMI" ll IMI if lk 44 0,, 0 'o 1111 I L) z 0 uj LJ z w of) < ,cry0 CL UJ 0 F- a - z Ld L.Lj z V) z CL M 0 V) C) Z 0 * LIJ 0 LAJ II Of > - WL.LJ F LLJ1E L.Lj LJJ 3: oLLJV) 0 z om or V) z cl- 0 < Ofz z 0 LLJ N 0() DATE: 8/3/98 SCALE: 1 "=20' SHEET 2 OF 5 REMSIONS kew+ ia 0'. w. . .. 72 a a ., f N 71-7 1 1 / PEf' i.OMME aT 1 f/98 Df`i{T!i',N 53 E M/M/H ; M/M/HM/M/H r ._ 58 MAGNETIC NORTH Y 3z Lf -I -P LF-is*c S-0.031 a I ,071 1 ,/ r PR011 E SWIP S1fil+i — , XEX952 woes HELTUIHELTM$ 94? f ` , 8853 1 vi QENCHMARK _-.---- i \ NAIL IN POLE 1 X ST. ELEV.= 257.7851 sn,. MH ; T. wAu. 2e4.0 d TOP VARIES SwO0130 ` W 7 Z { G (d M/M/H 1 UM/M/H i r M/M/H PRONE RAM END LMT do SPLASH PAD PLUNGE POOL SEE DETNQ loins 80' = o \. \ LEGEND: CB CATCH BASIN J TF TSP CII^ FRAME INVERTINV SL; F' BOZRAH LIGPOWERLIGHT $c r BIT(JMINCUS CONCRETE LIP CURBING _ w B_LC ZIii, M /H MOBILE MANUFACTURED HOMEA. 00 272 - EXISTING CONTOURS w Odp• EX TING .'.. ' 4 RCP..'..'.'..'.'............ X 2'2.5 EXISTING SPOT GRADE dJr 2'.'.'....................... . r; t PROPOSED CONTOURS y. r. PROPOSED SPOT GRADE SCALE: 1 "=40' 40 23 G 4G GRAPHIC SCALE IN FEET PA STA. 2 90 n / r IELv.m2 .00 _.. M / 100'1hCi BOULDER , RETAINING WALL J U CENTERLINE. PROFILE_ _ . - ,, -',• ._ HORIZONTAL: 1 " 40` VERTICAL: 1" 4' -' '/ W N L) 281 PV1 STA. 1+50 _ _ Z ELEV.=269.52 dr r.. L '< E--- 280.0 ` too w CL 0 w L..1 I= I M AA 1001,ate. _ 0 V4r U LLJ rOD pC l.a.. a i` SEWER MANHO E CL STA. 3+30 w F L .i t Li- Pik STA. r- r T.F.- 280.50 - -- m C) 0+50 ,, i / / i ocA ExrsnNG INV. OUT= 276-00 Z ELiV.w4268.20 / , 4 w tty ._ _ PROM 4' MIN. COVER) z I z 270.0 z d Q_ 4___- _. ___t _ r _ 01 a A 4 00 a / - - -- TYPE "C" CATCH ASIN w STA. 2 + - 1'2 EFT t I , T.F.= 272.00 INV, IN= 268.75 110, a's©R3s IMI. OUT= 268.0 000 0'- f - - TYPE "C" CATCH ASIN 1 STA. 2+ -- 12 RIGHT 26Q,Q SOS 1011, 0 , ,•' T.F.= . 2 ' 2.00o T = 4 r 0313-% SEWER MANHOLE INV. OUT= 269.0 ro STA. 1 +08 -- 8' RIGHT 4 T. F. = 265.45 EX. INV IN & OUT= 26 .70 4* pvc wA MAINF ! MATCH Ext NG DATE. 8/ 3, ., 8tMAT ) .. 0 OZA ' r SCALE: AS r cTEa TYPE yC.. C CH BASIN ...._..._...._......_. FLARED END PIPE OUTLET - - --- - - STA. 0+ 15 12' LEFT STA. 0-50 T.FI X58.4 84" RIGH' ' INV. IN & T= 255.D - -- 250.Q - ET EX. SEWER MANHOLE 1 TYPE "C" CATCH, BASININV 3 aF CL STA, 0-15 STA. 0+0 - 24 I IGH`T T.F.= 257.8 -T. F. = 258.0 INV.= 251.4 INV. IN & OUT= 254.E ....._._:.-.,_..._..._ 0+0 1+0 2+0+3 4+0 Z: 44 Jotv M )L FPMo _._aEQ1MEHj _Q_Qb0 S_17E DEVELOPIAENT FLAN AUREL l--El(-HT1z Once stabillZaLion has been competed and cer-ification ANCHOR MTH (2) 2"x2`3' I from the Enforc_-ernent Offi- IREFARED VOR: -'hereof obtained In writing fr lCer ST;.K E 3 EACH BALL - 7STORM SEAER ISTPUCTILIFE I Ex.AV4TE A TRENCH HAY VALF— of tie Tcwn of Moni.ville, erosion and SE-Jiment contrc.,ljEI-,1SEN`_S. I'AC. 4" DEEP AND THE. S VAK E, rneaE.ures shall be removed by the r1'cnt-o,1-.,tcr. Wll"IrH OF A HAT BkUlRAINBOWDRlVr_ BINDII`+ VJRE 2 PLACE AND 3TAZ AON"I'VILLE, CONNEC'TiCUT F [4y OR TWNE H A f &ALE S , M1 C01 /) F S PEP -E, irg precautions. S7 AK E BAProposedtreeswillbeplantedwiththefollowi utions. Y, TRENCH 'HE W10THI , Trees <3nd shrugs are tc, be planted n the spring. 12I - _2, OF 4 HA, aNLE Gonnecticut Guideline- t,,,)r- foil Erosion and Sedi -nent Control, January 2 Soil Surve,,,, of Nel--w London C_Icurty Cc-innecticut, U.51).A. soil C I j IonservabonS -?r\; cu-, 1983 0 rop(-1-)se-cj 0-_;;veloprr-lertt will jij,:)w f Dr the conStructfoll of a rlvtote Rk-_)ad and th? Jevelopmen-: of 18 Lots, Each lot vith have ren it a Mobile Varfactured H.)me r he proposeo site is Ornpos-'d of the f0II0`*In(g Oil types, Paxton card Morcouk "PbB" & Pb(.'0" PbB" - Flie sandy loarns, 3 to 8 per,-:ent siDpes These certly sloping well drained soils a -e ori r PbL- - Fl3e s-jnJy RPOSIONS to 15 percen, slopes. These gently sloping Z: 44 Jotv M )L FPMo _._aEQ1MEHj _Q_Qb0 S_17E DEVELOPIAENT FLAN AUREL l--El(-HT1z Once stabillZaLion has been competed and cer-ification ANCHOR MTH (2) 2"x2`3' I from the Enforc_-ernent Offi- IREFARED VOR: -'hereof obtained In writing fr lCer ST;.K E 3 EACH BALL - 7STORM SEAER ISTPUCTILIFE I Ex.AV4TE A TRENCH HAY VALF— of tie Tcwn of Moni.ville, erosion and SE-Jiment contrc.,ljEI-,1SEN`_S. I'AC. 4" DEEP AND THE. S VAK E, rneaE.ures shall be removed by the r1'cnt-o,1-.,tcr. Wll"IrH OF A HAT BkUlRAINBOWDRlVr_ BINDII`+ VJRE 2 PLACE AND 3TAZ AON"I'VILLE, CONNEC'TiCUT F [4y OR TWNE H A f &ALE S , M1 C01 /) F S PEP -E, irg precautions. S7 AK E BAProposedtreeswillbeplantedwiththefollowi utions. Y, TRENCH 'HE W10THI , Trees <3nd shrugs are tc, be planted n the spring. 12I - _2, OF 4 HA, aNLE Gonnecticut Guideline- t,,,)r- foil Erosion and Sedi -nent Control, January 2 Soil Surve,,,, of Nel--w London C_Icurty Cc-innecticut, U.51).A. soil C I j IonservabonS -?r\; cu-, 1983 0 rop(-1-)se-cj 0-_;;veloprr-lertt will jij,:)w f Dr the conStructfoll of a rlvtote Rk-_)ad and th? Jevelopmen-: of 18 Lots, Each lot vith have ren it a Mobile Varfactured H.)me r he proposeo site is Ornpos-'d of the f0II0`*In(g Oil types, Paxton card Morcouk "PbB" & Pb(.'0" PbB" - Flie sandy loarns, 3 to 8 per,-:ent siDpes These certly sloping well drained soils a -e ori IrurnlaIdcli, glacial till, upland lancforms, PbL- - Fl3e s-jnJy lciarns,'witi-i B to 15 percen, slopes. These gently sloping well draiied soils o --e or,,, iji-timloldrii, glacial till, upland loncforms. Lfl__5QBEQQLE It is aifi-:Ipated that gri-ding cr-id c;:)nstruction octivities oSsociated with the road will bjgin 0,1-tober 1998 and will be completed in one year, Ind,viduol lots wil De developed as the; be.-Iorne necessary SECAIENCE (_jF C(DNSTRUCT1011- v3tcll eros or am*J cie'dirrient cc ntrol structures. Ciear (.irid grubb proposed st,.e arec, stock pile topsoil 3. Cc)mplElte ra,->ugh gradin -4 install ut1ij6e,-> and drairoge, 4 Begin Je/eloprnen- of Individual lots, Cir,,mplE-te fincl grading of ro(,.id and place 3" bituminous concrete. cam, seef:i anal niulch side slopes and d sturbed arE os, controlRemoveerosl,:)n and sedirnent c DEVE1 QEMEJI CQNTBQL 21M Irlor to the 1-. ornmencerne tit of operations in accordaice with 3n,DeMiit SSUed by the. Town of MContractoront,,ille, the Contractor shill inst.-ill all terosion and sediment measures. Tih;-, Contra,:tor shod obtain a site inspection from -,hea To,pin 0` AoritAlle Enforce=ment Officer to ensoreu that all erosion and 3efJiment control measures hove been instolled in accordance with this narrative Upon certification with respect to -he installation f erosion anJ sedirne,it contra}! measures, the anti a(:for m,:jy commence operatiOris pursuant the perm rcisr.)n and sediment Control devices shal! be instolled in v,;th the "Filter Barrier Installation Aointenarce.yandI HoBale rista latio I & Moirte'101( sections ,.)f ths norrotve herelrafter contained. All stripping IS to be. confirted to the immediate co.isv.ruction urea. jopsc)jj shall be stockpiled so tho- 31cpes dc riot exceed 2 to 1. A haybole sediment barrier ;s to surround each stockpile and a tempicrory vegetative ,-,over rovI Je J Dust control will be occcmoltished by spraylnq with water and f necess,jry, the apoi .lcafion of calclurn chloride. Thiprc?poscd planting schedule is to be adhered to during the planting of dl,tGrbed areas throughout the proposec roisrructlon ite iral stat)iIi-otion of t%e site is to follow the procedures outliried in permonent vegetative cover. If necesso-y a ternporary, vecetative c,ovezr is to oe provided until a e-rrionent cover con be oppied. New y plowed trees are to te staked and supperte-d A th guy Aire. 3. Soil around trees aid shrubs is tc be thi)rc)u(jhl;/ watered when dry and mulch provided around the bas=e to preVerit roots from drying out. Provide a depression at, the base of a I gees and shrubs #,:) insure the water vyv ill be received. FILIER 06BEIEE 1N.7-)ALLAT_1QN_& MAINIENMrl. 1, Dig a 6 ' trench on t -ie uph,ll side of the t:orrier Iccotion, 2, Fos tic -,n the posts on the downhill side of the barrier olid drive the po3t 1.5 feet into the ground. 3. Loy the b(Atorn 6" of the fabric In the trench to prevent u-idermil"IM9 and backfill. 4. Irspect -)n.J repair barrier after he,iv\" rainfall. 5. Sed event deposits cr_E' to be - removed when they reach cl height of one foot behind the barrier and are to be deposited in an area which Is not regulated by the Inland Wetlands Cornmissicn. 6. Irspecticns cnd riec'e--;sary repairs will be mode twice weekly. BAY- LF IR57 I Baks shall be pljc d around all proposed cat -11- bo:,inS with the ends , f the b,-Ies tightly obut"ing each other. Each bale sh -all be SE.ClLlrely anchored with at leis-, 2- I> ci.okes ono craps between bale., 3hcill be wedged with strove t,.--, prevent water frorr, possi,-)g between the bales. Ir sped bales after each storm and i-epoi,- or replace promptly as needed. Remove sediment behind the boles Ahc-n it has reac.hed holf the height of :he bole and deposit ii an area which Is r14:)t regulated by the ln and Wetlonds C Dirnmissio -i. 4. Irspecticns cnd necessary repairs will be made twice weekly. VEMEQRABY UE A torrporary, seeding of Rye Gros will be Clonripleted within 15 days ,of the formation of stockp 1le( Is). If the soil In the stockpilEs has been compacted I by construction operations it snail be loosened to a dE pith of 2 inches before the ferttlizer. l.me and seed is applied. 1C)-10-10 fertilizer at a r -ate of 7.5 pounds per 10C'i0 s.f. and lime stone at, a rat.- of 91D lbs, per 1000 F,,f. shall be ,sed. Rye Gr.)s.5 :ip,-)Iied at a rate cf 1 lb, per 1GC)0 s.f. shol provide the te-nporory veg'etative Strav,,, or hcjy, free from weeds and coarse matte- shall be used of ,I late of 70-190 lbs, per 1000 s f. as a temporary r-nul,:h Apply Mulch and drive tracked equipment up and down slope over entire Surface so ceat marks are parallel to !,,he contours, ERMA ENT YLQEI BYE COVE8 Topsoil 'Mill be replaced once the. excavotort hos been completed and the shoulders are grcided to a slope no griaoter than 3 to I Topsol will be spread at a mitiiriurn compccted depth or 4 inches. Once the topsol. has been spread, ,all stones two Inches or lorger in any dimension will bE: rerio,led as well as debris, Apply auriculturol ground irrestoie at !.he rate, cf two tons per ocre or 1 C1 lbs. per 1000 3J, Apply 10-10-10 fertilizer cr equivolen-. at a rate of 303 lbs. per acre or 7.5 lbs. per 1C)or'Worl,: lime and fe.-tilizer into the sail to a depth -J 4 inches. lnspt!ct --sieedbed before seedirg. If traffic has compacted the soil. refill compacted oreas, Apply the following grass seed rnix Seed M; <ture lbs.,,"acre lbs./1000 s.f 0KentuckyBluegro3s1- .45 Creeping Red Fescue 20 45 Perennial Rye Grass- 5- .10 45 1.00 Tie recommended seeding dotes are-, FILTER M FA3RI ANGLE 1'0' OF SI -OPE POST FOR STABILIT)' AND SELF CLEANIN,' COMPACTED BACKFI SILT FENCE NOT TO SCALE FLAWING MIX . URE 2)-2-x2_X3' STAKES EACH SALE 0 vi C, 13 0 GARCEN HOSE 6 am REFERENCE, GUIDELINES I. -OF SOIL EFOSfON ANE, SEDIMENT -_-OHTR0L BLANTINQ MOSS SECTION PA ' KE0 1-4AY 0 WEDGE LOOSE S BETWEEN BALES CP:ATF A CONTI BARRIER. AND Ur,MPACT TH" EXCAVATED SC)IL ASS SHOWN ON THE' L)FHIL- SIDE OF THE EARRIER TC, PREVENT PIPING A 8 Ile CMERIJC ENIBARCE J`J,_')T TO SCA[_ 1 A I <:riv 1 "71April1June and August 1 — September 15 FOR REES UhIDER 2.Q During the stabilizotion peric) d, all erosioi and sediment NOT TO 'SCAL' c-critrol rrecsures shall be workingmaintainedinpropert, Following seeding, firrn seedbed with a roller. Mulch order. The Owrer's reprasew.atiVe be responsible for Immediately following siFedino. If a permanent /egetotivc-, checking all erosicn and sediment control MRaSUres on a stand cannot be established by September 3C, oppl) a temporary Nice b I duringI the sta*I :)'I1-7ation period and afterasis . cover on the topsoil such as netting, mot or a organic rnu%-,. h corm event. During the stabli7otion period wit -i esPect to the site, any er:)sior which occurs within Vista -ecs sl -all b immediately repairec, reseeded aridtedat W tab&zed, eF I r. J LL 7 ff W J j 1 A I <:riv z W r. J LL 7 ff W J j z IL 00 A C'.1 4 va- 009 LJ j L) Cr Lk M LAA L z 0J0. CL_ LLj 0 z T C C) LIJ 7- z LLLIJ V MJ Lf—, C 0 LAJ MC1. _T_ 0 N41 0 a j LLJ UJ uj j F- -JC) M z L.J 3: P C 7- C, z vii z 0 0 IJ) Z. 0 LJ DATE: 8/3/98 SCALE: AS NOTED SHEET 4 OF fin,'-, w . t .....,. ...d`. 4..... .l t ... .... tt 1JStib. o LoRE 318„ PER T f EIF.v. PER 7PLAN & PROFILE BITUMINOUS CONCRETE _ ROM CENTERLINE TO 1 ' RONT OF BASIN I ; , 24' LIP CURBING It 1/2 1> 15/18 BACKFILL 45 3/8"----1 ME "C" QMCH _BaIN TOP CROSS SECTION NGT TO SCALE: 30o 4 r--- PRECAST TOP TYPE "CL" SHOWN) RISER (VARIES) 1 ' MIN Cl \/,,-, N> 8 CBPP MATCH EXISTING GRADE FILTER/ RIP RAP FABRIC EXISTING GRADE/ m FINISHED GRADE OC7' o0 GRANULAR BACK{ FILL CD Y -O" MINIMUM ELECTRICAL, TELEPHONE AND\ FINE SAND CABLE TELEVISION SERVICE -----+`--`— F` MI' MIN BURIED C60LE _TRENCH LOSS SECTION NOT TO SCALE 0 U z PAVEMENTSNI TH 1 112" BITUMINOUS CONCRETE b" BITUMINOUS SURFACE COURSE CONCRETE LIP CURB 1 1 1/2" BITUMINOUS CONCRETE MACHINE FORMED BINDER COURSE TYPICAL) BETH SLUES 6" ROLLED GRAVEL BASE 1 ' F8" SUBBASE COURSE 1 ` t 3/R" PE F' SLrPE SLOPE(TYPICAL) 1 %FT 1 Efes, + s -.9-CIT- 7/ N CUTCUT SECTION if,/f` r. ! e r,rdF _ 4" TOPSOIL FERTILIZE, LOAM AND SEED (TYPICAL) I t TYPIC& ROADWAY. QNSS . ESTI! NOT TO SCALE OF ROAD Jr-- MANHOLE COVER E3 FINISH GRADE 8_ r_____ 3 -0.. VVa ow f? u r Leri 15" zn7iM n t7 to Lo,) o 4°--0 C14 4'- 6 " 1 I La fir; a a 8" HIGHER THAN GUTTER Q z PLAN OF ROAD - OR ROW. LINE00 6” HIGHER THAN GUTTER --. GUTTER VARIES L 10' -L 10 r SAG CURVE IN ORfVE OF ROAD /,---' OR R 0 W. LINE 6" HIGHER THAN GUTTER ---\ GUTTER r VARIES 10' ! 10' _ 0All CREST CU ,INDRIVE NOTE: ABOVE DETAILS SHALL BE USED WHERE A STORM DRAINAGE SYSTEM IN THE ROAD EXIST RESIDENTIAL DRIVEM DETAILS NOT TO SCALE 3" NEW PAVEMENT -- REMOVE EXISTING BITUMINOUS PAVEMENT 12" FROM THE EXISITNG EDGE EXISTING BASE MATERIAL TO REMAIN AND COMPACTED TO OPTIMUM DENSITY EXISTING PAVEMENT WIDTH UNKNOWN PROPOSED BASE COURSE & SUBBASE COURSE -j UJ uj z a X6_ w0 1 . SAW CUT PAVEMENT WITH POWER DRIVEN SAW 12" FROM THE EXISTING EDGE. SAW CUT TO BE PERPENGICULAP TO THE EXISTING SURFACE 2. REMOVE ENTIRE WIDTH OF PAVEMENT. 3 CLEAN JOINT WITH COMPRESSED AIR HAVING A MINIMUM RATED CAPACITY OF 90 PSI. 4, APPLY TACK COAT TO THE SAW CUT EDGE AND MATCH THIS EDGE WITH THE PROPOSED EDGE 1Y ,CRQSS SECTION FOR MATCHING FISTNG AND PRQEQSEL?MA NOT TO SCALE BITUMINOUS = CONCRETE--\ e\B\AC KFILL; ,„ „AS DIRECTED ROLLED GRAVEL BASE BITUMINOU.5 ,CO, NCRUEUP CURBING NOT TO SCALE M EaVAAK MAXKAI CURB BOX AND STOP 6 _-MINOUS PAVEVENT RISER (VARIES) 1' MIN FINISHED GRADE 3 SECTION CURB BOX CORPORATION STOP MINIMUM 4 1j2" INSIDE DIAMETER GOOSE NECK Y SERVICE PIPE DOUBLE STFAP SADDLE ' CURB STOP NATER MA;r, WATER SERVICE LINE TYPICAL WATER SERVICE NOT TO FINISHED GRADE ,—LOAM & SEED NATIVE MATERIAL FILTER FABRIC Ln r-- 8" PERFORATED TUBINGw Q o s'•: i N NOT TO SC ALE 777 HOUSE CONNECTION MARKER, \`! 6%6"0 /4" STEEL P1aTE WELDED TO STEEL ROD—` 1 1112" 0 STEEL ROD x C-6" LONGJ 6" (PLUG) _. STOPPER (TYPICAL) 6" HOUSE SERVICE PIPING MINIMUM 1 SLOPE 1/4- PER FOOT (TYPICAL)`EE PIPE DIAMETER Jr-- MANHOLE COVER E3 FINISH GRADE 8_ r_____ 3 -0.. VVa ow f? 3,-0" r 3 -3" 15" zn7iM 2'-8 3/4" ! o 4°--0 CL I I r C 4'- 6 " 1 I La fir; a a KNOCKPl1TS FOR PIPES K, 12" MINIMUM IN ROCK EXCAVATION l MIN. 4 FROM TOP AND BOTTOM OF RISER, 1 TRENCH BOTTOM z'F i= Z f— r M EaVAAK MAXKAI CURB BOX AND STOP 6 _-MINOUS PAVEVENT RISER (VARIES) 1' MIN FINISHED GRADE 3 SECTION CURB BOX CORPORATION STOP MINIMUM 4 1j2" INSIDE DIAMETER GOOSE NECK Y SERVICE PIPE DOUBLE STFAP SADDLE ' CURB STOP NATER MA;r, WATER SERVICE LINE TYPICAL WATER SERVICE NOT TO FINISHED GRADE ,—LOAM & SEED NATIVE MATERIAL FILTER FABRIC Ln r-- 8" PERFORATED TUBINGw Q o s'•: i N NOT TO SC ALE 777 HOUSE CONNECTION MARKER, \`! 6%6"0 /4" STEEL P1aTE WELDED TO STEEL ROD—` 1 1112" 0 STEEL ROD x C-6" LONGJ 6" (PLUG) _. STOPPER (TYPICAL) 6" HOUSE SERVICE PIPING MINIMUM 1 SLOPE 1/4- PER FOOT (TYPICAL)`EE PIPE DIAMETER MAXIMUM TRENCH WIDTH E3 i •16 8_ r_____ 3 -0.. 101. 3,-0" 12 " 3 -3" 15" 3'- 3 ., 7.1'. 3'- 6 ,> 21" 4°--0 30.. 4'- 6 " E24" 30" 5'-0" PIPE DIAMETER 6 MAXIMUM TRENCH 6IDTH 2 -6 8.. 3 -0.. 10" 3 -0.. 12" 3,-0" 15" 3 -3" 18' 3 -F.. 7.1'. 4 -0" 24" 4 -6, 30.. 5'_0" _j 6"-30' BEND (TYPICAL) Y" BRANCH CONNECTION (TYPICAL; -- ELuA HOUSE CONNECTION DETAIL 10 FEET AND UNDER NOT TO SCALE i TRENCH PAY WIDTH f-- PIPE BEDDING SE` TRENCH DETAIL) I i r X ' SEWER MAIN SHEETING AS REQUIRED (TYPICAL) CAREFULLY COMPACTED NATIVE MATERIAL OR GRAVEL SAND CUSHION x4 1 /2 OD MI a BEDDING MATERIAL F:AJI"IDATION aco\* STONE FOR STORM DRAIN t 1/4 GD 6" MIN ---- — 12" FOUNDATION STONE WHEN 12" MINIMUM IN UNSUITABLE MATERIAL OR ORGANIC ROCK EXCAVATION SILT `,'\/, SILT IS ENCOUNTERED AT SUBGRADEr; ti TRENCH BOTTOM BENCH SECTION FOR SANjTAFY SEINER & STObj D,WNS NOT TO SCALE TRENCH PAY WIDTH CHART SUBGRADE 4 -t-•mac-`-.._ BACKFILL COMPACTED IN 6" LIFTS TO 95% OPTIMUM DENSITY WELL COMPACTED SAND OR FINE GRAVEL CONTAINING NO STONES LARGER THAN 1 ' DIA, STOP NOT TO SCALE 3/4" COMPACTED CRUSHED STONE BACKFILL AND BEDDING SECURE TO 1 1/2" 0 GALVANIZED STEEL POST WITH (2) /4" 0 GALVANIZED BOLTS 1 TOP, 1 BOTTOM) NOTE SIGN TO BE INSTALLED IN ACCORDANCE WITH STATE OF CONNECTICUT D.O.T. STANDARDS STOP 2QU NOT TO S.4CALE 1 E 1• • SI ON S 11,/98 PER COMMENIS i 4( =18 ADDI KI NS F'.TER FABRIC lytic z a0 I90 fir; 1/4- G.G., 6" MlIN 8Vo K, 12" MINIMUM IN ROCK EXCAVATION f 4. G TRENCH BOTTOM a. STOP NOT TO SCALE 3/4" COMPACTED CRUSHED STONE BACKFILL AND BEDDING SECURE TO 1 1/2" 0 GALVANIZED STEEL POST WITH (2) /4" 0 GALVANIZED BOLTS 1 TOP, 1 BOTTOM) NOTE SIGN TO BE INSTALLED IN ACCORDANCE WITH STATE OF CONNECTICUT D.O.T. STANDARDS STOP 2QU NOT TO S.4CALE 1 E 1• • SI ON S 11,/98 PER COMMENIS i 4( =18 ADDI KI NS z y n W 4 y4. G Q a. C 5 W J z Q I MIN MMMlMY+A'I ztco r C.3 y Oltb S W U0LAJ Ld zz d_ -- CL It F C, - tom; w old 0 j V O i. \ w/ LJ W - W ui j Lj Oz co O c/) Q _z z z O PSI DATE: 8/3/98 SCALE: AS NOTED SHEET 0