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HomeMy WebLinkAboutSite PlanI . . 0 rd tD t- C) Ni, rr, l q 0 t I zI CL k Z 0 U5 L 0 I Tri I z 4 1") Or 4 0 5 t s 2c 2, t- a 11) 0) 1- 0 0 i rq J It] 0 D a 0 i S'P I '9 . - -%, rs xrri'n`s # -s F T's 3 i 3,t.t titsb xii Ck fid f 3 s S'f r I . . I . . . - . . . . . - . . jyr-yqg TES - . I - s , , ', SS ' -g , ; n.Jrrct" --I' ; x}-t- LL RTT 7. r fr Rk111. 4. - tic qi + r 51' r•IA ssix / s it,".--t- 1 d j e&" 3 S - ; } 3 [ i is y ;'" rt } " r ; ` 1. THIS SURVEY HAS BEEN PREPARED PURSUANT TO -THE -REGULATIONS OF CONNECTICUT- STATE AGENCIES SEGTJOJVS ; r _ -` r _trFi , r W`[_0 L?. n ' - <, i'." i-_3-S 3 7`.5-*'." 3 it tjyJ'°y+' r-1 P J.I ?. 213-3i;TJb 1 TJfRf3UG1J 2CF--:OGb-C L htt) THE 'STAt13ARt3 FOR SURtS Ah1D IPS 1N THE SATE CJF-GQIIECT1CUi' - ,3"~, {{>.°__-° t ,_;jt { ' `+ , %1 p..r +.•fit ;rsf }{{.yr•g. { .p+.a. % ys.+ f"(}{ ye./ 1'p"}() ( ASSOCIATION q'fv/ ,fS,'. k . /i' SEPTEMBER yayam, . { r r $ - ` i 4 .i , e -?-' 'r_ ., - '' „ - -`tit` - `5gp j ,` - t . ' 5 ; _7w. AS -J EPAREitf 4r ADOPTED .6e1 Sfi rr ii. 41SJri7'{Mtll{fd i.rl JW'a/Yf/'i JV[ M1!F i.fN14r SURVEYORS,. )T :, till r7F.l •L(.l6li.11 %t i fit,' :. 4: + [' 2 - ;' s> ltt'r , .r7r 'z. L -' ,., if,E:X jjy, IJs ;:,. 4•yS4 a t?=_,,r,'.r 3 , - c a .a , ,5 t, E yF xr. a `S`r,:r.. .V6t7ISASSUMEGJTOBE ., D 'EiVT3E1VT RESURYr;Y" AL OJ1G- THE EXTERJOR BOUNA 4RY OF THE-SU&JEECT. f A(TCEL AJVD API ;u< .. ` Xtra . .- tit 1 ," - _. x.r_ rm ,,wi_ ORIGINAL SURVEY - OF THE PROPOSED SU81. MSIOJV LOTS`. IT CONFORMS TO HORIZONTAL ACCURACY Cf.ASS A-2 r7 ' Tr`sr ,- r n,r ' -, y Y ; ti 6-- ' • s:, p t'• /Q/s} g fig,,/) /tib , {{s tom• , /s/ +,t /l+y v- j(' y pJy( y ^ [+, t /['y j.jp { [y r ( J/-^ ''],) (7[j[,[y[+ [ :;F2ert ,+ y':-1 , t,t F. Y ' <,r' t R .r . -et^ ff} ., p -pg? - J'. AND TtIf.1J[YiVX`7JfL Liit"{.7.7 !"` C1LrLtiI VYS.rt ..iEA{4L+t•'YStj3. 1N1J JtI i PC -t .ifift,J PRCiPSti V 7Q D PI1rt "1f7 iISV!"llilEfJ YF r is."'f{-4*y,f r'& jr ttfs *tr jJ' . - e(yI- `x[ f #: .'t T- fJi• eJ},', rd` tf`ra _g Sj I - - - - '} 1-[j y}Y+ .!ti j y Sy rr .-y %Y s • - . ` 't`''' a`%;`/- ' z mo, -t i Y i t -1 -': if ri. t/s .t+d'Sjt t.,,•£ RES/.JL.' s+J•il tr lsl7i Vr /F IF- a.P1/WEVI J?!1./(RI !e - • -, f t Y -r J ••S. ifl- . i4t yri,% }' i% #' 7w. v.4` r;.:2ri-Yr3 f>{{-fl''%'tj _ - . _ - - - . - d., ;{ ? r _ , C Tt' ff ura + •ss''.h :k§ fy'A",,i• 4 ri [ lrsf p". t :y . s , ,. ri - y- Frr a . e r r rt'iitts m r; y rs }rd 'itit13i a 4%": t • p1 1 alta s z 5 4ir. +, p t 'i,% ry `zt` 1i. ntiq if }i`t f_s 'i' _.. I ,s,L. of ...,.. i iS' t ,_9nfy{ . ..°'' F. r,t 3 n Y pti t- • t ,, r,- r if-A"- is-,• t st>• F-`p`r . =FHI` 1, '1 r' ji - 2. 13€ J1#GS IV TH i RIEI 7ATii Pt L7EPJCIED J EXEON ARE i tJPOP1 CONNECTICUT STATE PL4N1~ NAD 19 .PER % n v w.., - rt,, , ` r2 s : ,s T ; •r; e ' , ;<` ' 11 DJV 1 jsto #rij•t-;'..M ' a i... 7;eJ,M "• 7x zY •,x 9-5; S';s N-uhh`t' pi!MR1•` x -:`; L 1+c *a s k , •, [ f N _7146100 REFERENCE' A AN F ELD VERIFIED BY GPS FIELD . OBSERVA71ON ON MAY 2S; .2011. Y£R- 1. DATUM 1S ; . .._:. ,,r ;, f z, ,. • ' Try . >.;„ _ , r 'r Ln, z: f1[..V - _ r{ [ter jj,/7', [i :h'•`i• . R5 : d••i•Fi ''I'yKr . J `' Yi:Cf: r1 { r t .s F ,/ r a . 1-`---'- - - - - PYSJ4MLil. - - i 4i; '4-fi } -raF?r ' iYs ,cif .. t ' y"1.. •'r ? n ek' r7 { fj' r f' ' .t't{ kr}' 'r1{'3• - a ry y ry,q g _ - . - I - - <:- f r {9 F ' 'Y . n , r P 'l', r t. RItddLVl. i `. i r• Ott r, <7 -n t'l 't J t i v, 5 r •{# r f 3 nn . 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L 11 . xlt' Fy J 'r Cel . bt„ j 's'r.F. .+ s . - r }r f-" r'. i • a.` .; ggp, r, .1..v t iS, -DECEMBER 17, .201Or - rt, : 5 s , y .., r Yf1J ? yr, t 1} i= s .f a` itFi t L.r 7rA%j tr-I ., tffifilrll Z.i.>`xJi€ j b' {f; F J'g-F ¢i•! A. d . 'i' S.,. vF f" - 'S' - b• Y'g' i.: ,_. 5 fro -t , Fr r.xr.t'l ;,A { ,.EF ,,Mtg s -. as (' Ff! r[ r i r.I i sa r M' TIDE prity, r?.>.lcrt. a -•r'd:-!3.=.',_.:,•. n, r. i't-•t.='r55-It 'S}xrr •s.,rgt ..'a: qy- 1 ISS #qf _ - 1,-• - y- y p t / pr .rs, c f i' 'a-_ -',%r .i:f# tai . t -. est - r.- , '' nq u v RECORL7- TJ7LE T4 THE SUBJECT PRtiJ'fRTY J G4Y BE JdEFEREI ICED TO A X111 f;L14Ji,4 1?GEtd F[1iJ i t/vftJ t LYNtVff Q%IS `QaL a :: 2:g /y. i; '5 r r za ,Sri- ,.r,c1. l. • f t - - - ! ! ,,.1.-.•.i..tjyfli r s°s } ,rte-'=_f:`t .cEr 4_ .-.yL'yy:'vrl`#.s`,T,+ :r •'. its*. r „a.?.'r,:a,: S _ .{, AT. r.;G. :taYY;..x €.r.- _x"r#';''d•s`ia.. ,-Cts n...;3.a, ;r: `?y tii%?:, .r . ,i. rte. p,f/-- F - - JOI-JN t7.-LYNICK. AND JOSEPRINE -A. - LYNICK TO WALTER CHARLES LYNJCK, MICHAEL AJVTN W LYNICK AND JOHN. p.. ; ,.; h ,. ,ir:.} _ _ .:,_ , •h :& .-:'`_,. u.. ,, ,.j•.:.,...r, ;, r %.YW r..l r .. 4 ,_r -..t fY x"'=':' 3, .}',,,. '3 .-F,xt; s:`,f . + iC'f't, - t[..,i. C" }.. ,r : :.. ttt .. f } o i c-.+s;, Try - e(-•s. py • J p+(ry )+r},. ry( /[ qF 1 Y.a•.} ii'+ A -F,:: r.: -,-!!.` :r p"'". l {,. -..., a ,5 •.y'r`.3.yI. F '.-iy' '-`.{• r"" } fn [/r Jtj': ,'(¢': . .#} LYNJCJ JR, iJl i[r..L/ AV{.Sr ! J Q a -sit- T fr"s:l/wp t :.JY `. :•.-:?•i'%.CF .r .rr,Li k:Y .. t3 -1;:'3. r. . a.V: .. `Y':. :,y5 .5 fir•-Yf..: `: t i (q • , , 1 , 184, AJ4IL7 Ji'£GORDEIJ JN THE TOWN Of MONTVILLE LAND RECORDS VOLUME 1 ,:. J . $r ' n s,r >_ r w „,/ = X1 ; t , :f ' : ; ori& - 1Fb/ a - - - 1.- - ztY re /., " Fps' rt_.r-t ;y._ 'a : j r f !'aE i' !`5.d^•fis' {_t. r f 1?i . PAGE` 759x .; ;.. r S^ Cir ? x , ,Rr ' 3 , xI +, . , : smom A. - s11 r':..f r c t w t if £st t ! a r tfL . 7 Y. i s. L e x'., 4- , D rt t i s { C3,; > r _ s-r ' c t F4 tar •'frj `vr i , x", t,rd. t3. - ,l==.,1 P- s-}' ?, r.L,,,. rl t / t + ` r,5 sf [ vir'i(3 °}` I l < tF t 1 [ r ''?'$ 3, .{ a :S I .F n t. Ii j . x:- N• C ":1.}'Sr lA1;-,". ; ..,.. r f. 't # .'ir, rr a t /'Yr ,.., - x"t#' . C 1 - s.'.r Pt`Jt t...er i:,-rE A.§ .r'P..-a... - '•if4 ;¢f'_°rte t{ ,tZ :'riv rS' `. dI i' ` VOLt)M1z 174, PAGE 471 J. t PRO E TY - $ S :., , , r.. 1H S- P ' JAY UBJEC'T TO A RIGHT OF WAY AND WATER RJGNiS AS DESCRIBED IN ,4fDA17Y111 E LANl1 # x3 rs r ;..::.. ;r'- {' 1 r'r f R Le ... '., ;` x11 s '; ' - ' y1 i M.";' iF, ','yy.r 0 ,r S,Y-4;'>x•-' % . "{' ` :f ; i'p'lf N '-C ;4i' t . i, 4 iE, dp `k RECORDS VtTLth4tf 36, PAGsE 521. _ b . ; r ' l: r ,. ,r3 . alip,'{ .,, ,yyi4l'"''r} 1 .'#rf!'E i- .1/5.!&.` x [ fr 0., :t t [ rf s` 4V' - i rdr r f+ '++::_„ ..s+'' _ - t ,; ,p,y .'frn µSSJ , t F'. .7F,} 5 x , t}•r-5 r .t ? +k ti}: -: ;°f, fit t ;,,Eu gititiLa/;' N ry krj i WS C-j ,f it 1 y, h i } y r _ 7 ra ter} r 1 t' h yr d Pyi t J/ `y DG Et E,}: :4v ix1 it .' R fr2VYt fl'. tii3` 4 t, i -il", `"'• ilw { Y (i,01', ' 'r't-'vt :'ry0Y""i - .' R . t r _ 'jr F j? j j/ 7 zr u'.•tt h . s res `yij? Gws.r. ;:§«s ,p .yS,C 1f tri rl 7- t $r7 ,r ;' Z ! fi. L1 f1Ti ©f 1NtAPID _ Wk rt}tP{DS A5 DEPICTED HEREC 1 WERE DEL1t EAi Eli t T' f7E AAt r . SORRENTIN© C S.S. ON ::rY f,i, jS IFa,,r N Y rt t P if 1 4 i4: s{ ;t1 dj if -s t 05.. r s. 1 r • R a r f r'{ ,' r }i 1 t - f FDEG'F ifDER 201f1 h { K v 1 .1.1, .tri ;r ` ;r,, ; - }1 :r: ;a : t ' npya _ t Fn. ° " Zti%.i r "7• It'r .,r ++f R-*sN•i $Y;t. K '/`,l i".'tvZ7" ' xL- , t i d''Yf•' tittl fx rn't-i-f { ,t.r=•14Ysr(r' s' -.. ficinr. ti- 01t y jd # y d t l s' rYx Tl'° 3fo. ,moi -,ti" e`ir'fy2r r T.p p, ta'r ta*-3gir+tt,irrti.-...; K.r:f-` rr'- ; r'' is - ,'4 r . t ?+,E rr/,' + II `?A . t -"'r ,." '•<o`s-- ! , 9 y'''`,lfiY: ' i;r,- r .i-u. ', t I-!:••E?-.+ ,.°;c. 7. ALL SUBTERTtAPft+J FEATURESI JAt+G NOT BEEN SJIO#JV HEREON f7' JS TJIE COiVTJ?ACTOR S RESJ'ONSIBJLTTY 7Q VERIFY 5G7r r?. u; ' etl t fr m y" `T#r` }7t> E -T ae4 t S t r:: : i t a ew (!r4 t`i n } ` f ! = ztt. g ir: ^ r 7 t * u , - ,tw s, tFX5 - ALL• UTILITY L(3;AT1T3IS ANL7 ELEVATIOPIS AIVa CDNTACT CALL _9EFORf_ YO[J DJC' r T LEAST NCIUJ7S J'lt'14R TO ANYnF3{ s: { lr z r py f/ J/ - - - .j.,.+,y Jy yt" j"4?.+L,y4,1".r- .,F ; .'x r'" - 11,,,,,,... 'lr"yr(L'6-_, "''' nir'' ii#'FL+Jtt' - S.TCfVi+.f!', - - s.'''.M.'/ / + f .rL k.. sr - _ T/ i _ - _ - . . - - - - r " ,,. tit t.. z.&.j -r-R t` 7 [ R, . r< -r. t., `..' - . i_ t n'Y,y'ft : xYt' ri't''ry-`'•`rr'+'` i,} WIRE - r . THS SUBJECTf'ARCFL JS LQCAI D EJVTJRELY WITHIN FLDflD ZONE CSN THE` NATKML FLOOD INSURANCE PROGRAM -, 4u t r - - - - - r - . FLOOD INSURANCE -DATE FOR ME, TOS OF MONTVILLE, CONNECTC'UT, NEW L COUNTY, • COMMLIIyTIY- PANEL . - t , .> ffa I. .. I . . . I- Pttld kRR . DO 6 Ct i' 1#EL N11 BER1 fi (}F I t t F' REYtSEd L1 CEt BER 5, 1995. I X_ -0- c2. .9. 9:6I I ' I . 1. ..I 'A TI `ft " - MA - I I 0-c' . - v . I X . - . I . I . - . I1. "_ * , . RET__ "' ", wc""'t MAJ -) . 9. 18' - . 57;1 'V' 1 ": - - - - - - - - . A. ' 1UNDARY SURVEY, LOT LINE--REWSICIN, 97 JEROME R & 25 kILLEEN RC D, MONTVUZ .CONNECTICUT, DATE - Oiti; H SCAE E. " 1 "8t1"' PRET'ARED -BY SHAWN A: _SOUTHWORTH, L.S. OF NORTHEAST UTILITIES SERVICECO.,-- • P TY LIME . CE tTEiR O 1% 261 Y. r FOR :TJaE Cc7NAIECrIGUT LIGHT & POWER COMPANY. I R 20 ZONINGREQUIREMENTSrQ . .1 / -& "" SHO +1W TORTJON - OF PROPERTY OF JOHN D. & JOSEPHM A. LYNICK, JEROME ROAD, MC MMLLE, - -- . CONNECTICUT,, =ALE~ 1 -2O , OCTOBER 1972 PREPARED BY DICESWE BENTLEY WELLING, ENGRS, INC., . iREQUIRED I GI OTON--IVO WICH, CONIVEGTICUr. . MINIMUM - LOT AREA . 20,000 - sF 1; - Cr '*COMPILATION IAP, TOWN Off"-.MONTVILLE, 9AP OF LAND SHOWING LAUD R ED TO ARTHUR GREGORY, _ EI' AL BY - - -- -- _ ____ a Y THE STATE' OF- CONNECTICUT' DEP -ENT OF TRANSPORTATION, CONPt. TPKE. (1--395), SCALE. "= D; LITE - . t MINIMUM LOTF RONTA.GE 100 F 4 `t'.'15f 14195" PREPARED BY ROBERT J.' BARON, P. LS. - s . 1 s ri S' P MINIMUMFRONT I 'YARD .. 4Q FT . r }ra/t,I jam / ye $( .T+'$ ''y;$ REAR. j . YARD Steµ - - s - - Ai i d1FY$.Ja d. Y - 1' li'7.1L4dR.J1Y1 dil'-F17e$1. A21.L.A. P y I 1.V .iL - 1. 1 VOLUME 315, PAGE 138 - - Ag p , it . - - MAXIMUM: -13UILDING HEIGHT 35 FT . f - ' ITA`I"ERI7k'I'LY PJLIG jll . t INT R> fITTENT ; - S+II'1'AKPUBLICWATERCOURSE j INLAND :,.:.: t 1t? . Tl1 DJAi W 7LAPaDS ,.,i . 2,JT TO : GIFTED TO THE TOWN OF t. viz -15 AREA 1,2,67 sI' N/ F y . - -1. - - 1 1 •SHAUG tNESSY - 5t \ - - VOLUME 143 PAGE 88f1 - r F9.' i'`*, wFt--tit ' rt; ccs 32' f- - ------------ _____ 11481 i1LCf1 ' 1 F! 18'4B'27'E f,j I 2a.oQ 1 ,{' N , fr s Oso} S't t'2'Y I roTA. WF'2=1U 11 . _ _ . t-' 9.24 - 1 Rffi 145.00 jIL. i.= 18.2 . INTERMNTTENr t :f: EXPOSED LEDGE- I - WETLANDS TVP) - rYATERCOURSE (TVP) TA1V 9.77 j LIMIT OF' IN AND 1 DEL IA- 74243 I cJ1ct t. I _ l IPILAIVD f ; 5 CH BRC= Lia ° WEI LANDS Hcco 1. 1.tr t t rr__"". t WF i- C"t ' f2 tiF1-D5 - S8Z`05'¢B- i1l0Al, _ X2. 03' ti. r i' _ " TBS' c i It - f < t .- N/ F . If - , 2t.D44JE>M ' G. .HOPE A, 1. 0 :/ ` ` f R .113f;. Tlfl IirIF `4 JLUME 54 T'AGE 6ZU m p 20 854.* S.F. 1 - T Ai 72.52 Q . } 11 11 k_ . " C4 0. $ L ACRES .1 1 . ,36. 76 . . 24 opo -1. DELTA- 23'11457 T =x I _ - CHORD= 72, fI3 . ly 5 CIS BRG St3''18' E I Ic-- ..` • r - - '' LAND LYING 13ETWEEN CLINE' - 3 WF#2 S I - - UISTING - i ... 1•, "' - WELL 1 'dam OF JEROME R AND MESEDr - - c _ i PArF S- 7[ NE` SHOWN 10 8E' GEMDPI/F & 'r' 4 SLi9 D S.F. t 1 ECTICUT LIGHT 'r . t8 ACRES , p•. t S1 1.0 t5 E TO THS T(1W1 LIF P4NTYtLLE iR t{[fIbAY- THE GC3 tN x oc , POWER CO fI AIVY . _ j"` _1 4_ I SHRua 12.05 PURPt S VOLUME 549, r AGE" 825• .r 5SIa344" N • IP 17.7( 1 ARF S: 6, I2 1 SF0,14 t r - A.- REC ! .3a' { 7470!) 1- 2U WF,t-f / R I V\ 4%/ STONE FOUNDATION - _- N/ F t - A 4 SUSAN HEBERDIIYG o VOLUME 39.3, PAGE 37% I 19wI R. IECoX ' D THIS PROPERTY M5 WEfLANO, WAT£'RCOURSE, SWAMP,- MARSH OR BOG CHARACTERISTICS . , - 2CJ r24' N83"SS'. 39t% WHICH; HAVE BEEN. OEFINED BY THIS DOCUMENT BEFORE THS iNLA111J WETLANDS . AUL 1' Z01J COMMISSION OF THE TOWN OF MONTVILLE,. CONNECTICUT PURCHASE- Of- THIS P80PERIY t N84 57'53"} y 23. 43' CONVEYS THE RESPONSIBlUTY OF ABIDING BY ALL FEDERAL„ STATC AND -MUNICIPAL , N 717877.82 _ ;158.68' . N88° 24.- - t?£CULATJONS FOR THE PRESERVATION AND ARf?TECiJO1V OF THESE °i?EG(ltiTEll AREAS" . 4VF2-1 E 1173697.45 t26° 26'2S' jJP _ _---- I .E N t SEE THE 'INLAND WETLANoS WATERCOURSES REGULATIONS - OF THE TOWN OF MONW L1 . FOR PERMITTED USES OF THESE AREAS ANYSUBSEQUEI`tf CHANGES TO THESE PLMJS WILL - - IP 2 Y 8.. ---"-` - REQ.WRE THE APPROVAL Ute TttE INLACID WETLANDS COJ4fM18S10F1 OF THE TOWN OF r PR4PRTY LINE IS CENTER OF SIOJVI MALL. REC 11.7gp' " Ji11N4R VARW7IfJ1YS .MAY EX15T BEIYY€EIV ' MOPITVILIE: : PRINCIPAL APIGLE.POINTS SHOWN, :N/ F I L OPY I THE t ARrtORO . -ELECTRIC I NIF LIGHT. COMPANY 4 TERI LABOUNTY TAYLOR - & - . L %j 11 ,% . - VOLUME 6, Rn E GEORGE RICHARD TAYLOR VOLUME 440, PAC= 941 - - . GAJ Y .1. 4J - A '• rjvTVISIO4 • - S AA - _ /_ SCAGRAPHIC 11 l. iLt . tr . C' UTILRY POLE IP IRON PIPi: - - Tu . 54 D 23 ,30, 100 204 v CL&P CONNECTICUT LIGHT & POWER . DH DRILL HOLE , - - _ - - . HLCO - HARTFORD ELECTRIC _LIGHT COMPANY RBR . REBAR . AP. Pf?OVEL) BY 77-1E INLANi WEI LAI+JDS COMMIS.SON OF THE TowN of Mr NTVJLLE, - PREPAREDFOR . Ts'ja-un?1:cnrt-r.s- I. ± - MORE: OR LESS MOIL MONUMENT ( IN YET ) . AC ACRES CATCH a4SIN 1 aoh = 6q i, n s - i :; -. L 'L, . 4, - REc RECOVERED cMp CORRUGATED METAL PIPE . . - - - i- ° . -, ,, l- CS' C.! Vic' I.L." U*. . LAND SURVEYING ,- HISTORICAL. LAND RECORD RESEARCH S:F SQUARE' FEET N/F NOW OR-rORMERLY- . . - 6ginal Ink Drawing CNAIRAAANISECRE7"ARY ' LATE L% 11L I ,, AL COMMERCIAL & RESIDENTIAL DEVELOPMENT - - . . • . - . STONE WALL - RCT' REJNFORCED CONCRETE PIPE . - - . . . MONTVILL. , CONNECTICUT PTO;- BOX 1&4 _ REBAR OR DRILL HOLE' TO BE Slrr -'rt EXISTING Ct7NT 1UR. APPR. VEQ' BY THE PLANNING &.ZONING COMNU SIQN OFTHE , I HAVE CQt+fQUCTEi1 AN UI4I-SffE 5011 INVESftGAT10N OF A -PORTION 'rO MY KNOIKLEDGE •AND :BELIEF THIS MAP IS --SUBSTANTIALLY i T9P.ACFlAI1G RIVER !? RIVE - 41 - - OF THE PARCEL. OF LAND DEPICTED HEREON. `THE 1NTERMffTENT CORRECT AS NOrED HEPEON. "t TOWN OF MONTVILµL.E. - <- „ . GRI WOL.D, CONNECTICUT 06J51 _. ANGLE "oJrIT WELL W TERcquRSE A1JD INLAND WETLAND BOUNDARIES As PORTRAYED DATE OF COMPLETION OF ALL/ ORK: 9l , _01 7 SCALE. ? = 0 APf IL Q 1 JOB /,T a t . 1 - 3 TELEPHONE- (860) 3?6--2006 ARE AN ACCURATE .,REPRESENTATION OF THE DELINEATION . FAX {86TJ)- 376-5899 COJ+ICJ?ETE MONUMENT r0 BE SET. . `" TREELIJVE . PERF 17 ED IN THE . FIELD. ) - . t . - SHEET. 1F 3 oCi1 iOIJNIJAt IES LLC CWF 1 WETLAVD FLAG TBS TO Hl~ Sf"f - r CY ri tTHISORAWINCISTHEPROPERTYOFBOUl;IUARIES UC AND tM BEEN. SPECIFIMLY F SYj ,t 104 i R JELD VERIFICATION O COORDINATE STEIvf 5-2fi-1 ir [, ' _. 70016 , - - 4 PREPARED FOR . mE OWNER OF THIS PROJECT, AT THIS SEfF, * t _ 1 - - AND 15 NOT TO . CNA#I J IAN SECR Y REV "B P&R - TOWN ENGINEER'S COMMENTS $- i -1 ? DUPLICATED oR .USED IN PART OR WHOM FCIR ANY OTIIET? PURPOSE, PROJECT, LO#TIf1Id r E-N A.. SOR1 N:rJ ra, C.S.S. >tT JOHfV U. AJL1S I ,` L 5. - LtC'EENSE_ PCO., - AATE / DACE JZE "c°" r R P zc 1 PRo AL a-13- 1 . OR OWNER WTHOU•T. THE EXPRI SSED tNRIIfEN Ci1NSEP17 O BOUJVA%R1ES LLC. , . - - - -- - - - -- - -- . m / THIS PROPERTY HAS WETLAND, WATERCOURSE, SWAMP, MARSH OR BOG CHARACTERISTICS WHICH -HAVE BEEN DEFINED BY THIS VOCUMENT BEFURE THE IN)AND WETLANDS COMMISSION OF THE TOWN OF MONTVJLUL CONNECTICUT: PURCHASE OFTHIS PROPEMY CONWn THE RESPONSIBILITY OF ADIDING BY ALL FEDERAL, STATE AND -MUNICIPAL REGULATIONS FOR THE PRESERVATION AND PROTECTION OF THESE "REGULATED AREAS" SEE [HE: `INLAND YIEftANDS & WATERCOURSES REGULATIONS" OF THE TOWN .OF MbION7WLLE j FOR PERMITTED USES OF THESE AREAS= ANY SUBSEQUENT CHANGES TO THESE PLANS WILL i ZONING REQUIREMENTS j ITEM RREQUIRED TTaj/\yjLOT 1 j:/..\/._..._ (J'jtOT2 MINIMUli LOT AREA 20,000 SF 21,535. SF 603;540 SF .: MINIMUM LOT. PitONTAGE 100 FT 104.63 FT 10.88 FT. MINIMUM FRONT YARD 40 F`i' 28.45 Fri* (EXIST) 40 FT MINIMUM SIDE YARD 15 FT 14:2 FT (EXIST) 1:58± I.i"I' MINIMUM REAR YARD 40 FT 109.5 FT 073± -FT MAX MUM BUILDING EEIGH`i' 35 FT 35 F`1' x;35 -FT CATER SUPPLY tM1'ELI (EXIS`i'} I IIJI IICIPAL SANITARY MUNICIPAL MON ICiPAL 30' RIGHT -OF WAY DEDICATION CAUSES NOIR-CONFORMING FRONT YAM} SETBACK `i'CJ EXISTING EOUSE. J/ I. THE PROPOSED HOUSE ON LOT- 12 IS DEPICTED HEREON AS L:C3NCEPTLIfiL ONLY, INDIVIDUAL LOT E7EVENERAl -, 91 LOPMENT AT A MINIMUM,. TRAFFIC B UN G VEL SURFACE' PER SGT DOT r------''` ', '• 4•,, ". ".~; .; , 6 MAY DIFFER. DRIVEWAY SUf3FACE SNAf. 8E, r' 4 .g` FORM 816 ALL DRIVEWAYS WHERE! THE SLOPE!S GREATER ; 7i A1Y 107- SHALL HE PAVED, 1! . ALL WORK WITHIN THE TOWN F t ONTVILL RIGHT OF WAY FOR JEROME ROAD IS SUF IE'C'T TO A PERMIT FROM i PROPOSED 20 WISE THF.' TOWN OF MONTVILLE PURUC WORKS DEPARTMENT DRAINAGE- EASE 1 FNT AND J. ALL EXISTING UTILITIES ARE APPROXIMATE ONLY. THE CONTRACTOR .SHALE. VERIFY ALL UTILITY LOCA17ONS ANDRIGHTSTO 'D t';IN IN FAVO R ELEVATIONS PRIOR T9 ANY CU4ISTRUCTrQN. IN THE EVENT THAT ACTUAL tfIIErTY LOCATIONS VARY VERTICALLY OR T 1 ' ` ` , `4 `` ti ' -'` ,' - TOWN ' MONTVILLE' HORIZONTALLY, THE DESIGN ENpiNFER SHALLu BE CONTACTEf) PRIUR TO COMMENCEMENT OF UTILITYINSTALLATION. CONTRACTt3R SEtALL CONTACT :CALL- BEFORE ' YOU -DIG AT 1-600- 922-4455 AT LEAST 48 4 -' -10 sN MFI S (PAVED OVER} HOURS PRIOR T4 ANY'EXCAVATION. SEE W tAND CROSSING DETAIL - - -' _ -- Iii - ,, -• '.. '. ----•. ; TF SCi.9± - 4. AES. PROPOSED UTILITIES SHALL BE LOCATED UNDERGROUND. rx, INV 69.41ONSHEET3OF3 5. THE PAVED DRIVEWAY APRON`:Ml BE CONSTRUCTED ON THE NON DRIVi~WAY IN ACCORDANCE WITH THE DETVi1L AS SHOWN ON SHEET'.3 OF 3 OF THIS PUW SEC G EJVD & B. EXISTING 'WATER. AND SEWED ;UNE LOCATIONS AI O. ELEVATIONS WERE: DERIVED FROM RECORD PLANS PROVIDED F 1 BY THE MONTVILLE WATER POLLUTION CONTROL: AUTHORITY (WPCA). i TURNOUT AREA .(TNJ'} , , - INV cR i - . I.E _ \\ 4 , 83.7 7. ALL PROPOSED WATER AND SEBWER; CONSTRUCTIONICONNEQBONS SHALL -9E IN ACCORDANCE_ WITH MONIVILL£ x ° _ a ^--• - '•.,. t .I p i ( i/I T V GRADEas/L - - - l _ - }{ ((R HLtl o fs` - t f V j if ' J _ PCA REGULATIONS O a UCTIO CATIOFIS i r INV sz. I t • % ^ HLCO r .S AN COWSIR ON'SPECIFICATIONS. 4605 W 12" CMP 8. A MINIMUM SIGHT DISTANCE OF 200' SHAH BE PROVIDED FOR ' .THE PROPOSED DRIVEWAY. FOR LOT 12 FROM AJ LIMIT OF CLE=ARING (7YP) EXIST CB POINT 1 L)' HACK FROM THE EDGE OF ROAD PAVEMENT. SOME CLEARING OF VEGETATION ALOJV(:' THE D rs t1T7LITY POLE . 4 IrDIM iV7. FENCE E}R' `, `' „ ! ` 4 ' . ; `"" e 622 NORTHERN PROPERTY LINE OF. EAT J2 AND WITHIN THE TOWN RIGHT OF WAY FOR JE:ROME ROAO IN FRONT OFT CE &P CONNECTICUT LIGHT POWER PROPOSED DRIVEWAY ``' U . ..... . -.. = - _ INV 86.22 3.x5 OUT HE NORTHERN ABUTTER (N/F WALTER f KRUSZEWSKI) IS REQUIRED. TW09E7CHIPBERM (TYP) I E GLAPifl TELEPHONE IOX MAK GWE) a ' is U .. . • PROPOSED METER PIT 460 SNET SOUTHERN NEW N SAWCUT PAVEMENT' HL yy,[R fFo ELECTRICIC LIGHT COMPANY \\ o ` PROPOSED UNDERGROUND '' - t I4 1 it t.1T! WR Ml ss R •M .. i - •: o • -f ! _ .-: °..: , ---. . AN© REPLACE ASTER UTILITIES E.. ELEC, CATV _ _ ; UTILITY CONNEC77ONMOREUR• LESS - ::.:., . :. r EC RE CQVERE{I ` 1 '`• ''Q' `- CONNECT TO EXI517NG y PROPOSED WATER U a 278 - 4 PYC - Cr z, j r 8' WATER IdA1N I5.F SQUARE FEET _' - '` ' f ` SCHED 40 J FX157 SAN IMI 75.7± S=1/4 /FT STOKE WAD --• ~ i F ( CONNECT PROPOSED "4 " PVC SAN t, fj Q' TO EXISTING 8" SAN - MAIN) REED OR DRILL HOLE TO BE! SET > : ) i ;. e ANGLE, Pt71N7" 4 _ ` \, / ` t+, 4 ~.--•-....,...., ' ( '" . . Gia ANTI - TRACKING PAS I 1 HI CO I- CONCRETE MONUMENT TO BE SET PROPOSED ' ` ' _ ` ? 14' 81 TEAS TO BE SLI' HUUSE SAS `, W.41-15' FF 149.00 '` ` , _ ' BENCH FNn FOUND .SMuT 14U.LT0 190 -*.-k-4` - PVC 4 /~ - 2 SPIKE IN HLCO.11481 IP - ` .5=0.rJB : WFC 1--05 - _ ELEVATION 91.50 IRON PIPE 106.5 \ `,r. ~ ( ASSUMED DArVU) RSR. d IM4V' \ ` REE4R ti ` ,, AiiE~ \` rr' 10 1. 50 97.,36 ! c `,, / • f ,i _ ` r= MoN MONUMENT PPI CATCH BASIN 411 EI -At PIPE ` , F`18LE_ STOCKPILECRRUG'ATE'U M . ` ,4CMPO •., j/'j%// fj - - S=0.08± Q HOPE HIGH 6EaNSITY POLYET7•IYLENE .. i/ 4 ,; 4 t 20,864± S.F.- 0. F,_ 0, 48±. ACRES WEIR 1, FEASIBLE BOULDER GTO ' V Q9 F`1 WETLANi3 FLAG \ -SL©PE EXISTING 4604IYF -NOW OR FORME 1 ',; ,, _ HOUSE CL&R\ 4Q r ' >.~ 1 fJt -- EXISTING CONTOUR t•-,,: '~, -.~ ', f RaPv E 3 Cr 1TOLi1? EXISTIN a GARAGES A (PAVED OVER) IOI I ', - _ { \ 1 WELL I"'AVEDDRIVE IF a.s± x PROPOSED SPOT ELEVATIONYAT Q SAN . SANITARY *, 092 034± . I ` I1ly' 87.9 Erl (s) Alf-rac FEET` 13.98± ARE " y 90 FT SLOPE' a c FD FOt?TffVG E?E?AIIV. OE1TLfT PIPE W- WATER LINE ` ` '-` • : ti , i V1F ;,_ I U --- UNDERGROUND UTILITIES SAN ---' SAI{1ITARY LINE 4ti \ ` i FF FINISHES] FLOOR BSMT BASEMENT ' A C \ TRE'EUNF N PROPOSED IJMIT OF DISTURI3ANCE eUlL.otr c sEraACK ,LI+E GRAPHIC y _ . - i,4 111}}} yyy - 1 SCALE APPROVED Ems'' THE INLAND WETLANDS COMMISSION Or THE c 3(} 0 t 84 124 TOWN OF MONTVILLE. PASSIVE SOLAR TECHNI E AS PRESCRIBED BY LAW HAVEflzBEIP1TOLAN" EN co v3 o IN E"c PM F TN,E P -- -- t v ' FEET 0 dginal Ink r w#n f LAND SURVEYING « HIST9RICAL -LANES RECORD RESEARCH ' 1 -- Ct All hlAN SECI TARY DATE COMMERCIAL RESIDENTIAL DEVELOPMENT ENGINEER GATE P.O. DQx ?&I - I HAVE NI)wrc AN ON-SITE SOIL -INVESTIGATION OF A PORTION "TO MY KNOWLEDGE AND 13EL IEF THIS .MAP IS SUBSTANTIALLY ,q PRO Ei3 13Y THE PLANNING c ZONING CC? MISS1011 OF THE 179 .PAL'HAU+G RIVER.E3I?IVE OF THE, PARCEL OF LAND pEPJCTEO HEREON, THE tNLANfl VYETEAND CORRECT AS NOTED HEREON," TOWN OF MONTVILLE GRISWOLl3, CCI[N£+,°TICUT .335 t foErL ARIEs. As Pa RAYI"E ARE AN Acc€FAT€ REPRESENTATION v aF THE i7ELINFATION PERFDRMEL7 tN THE - FIELD. Lif TE OF'COMPLETIONEICif I "aF ALL .1N(J%'K: TiELEEPHOPIE (860) 376 -2006 - FAX (860) ,376- 5899 3 13054- 2011 TOO16 Ci € OUNDARIE,S LLC - THES DRAWING IS THE PROPERTY OF BOUNDARIES LLG AND MS BEEN SPECIFIGAL.L,Y - : . PREPARED . FOR THE OWNER, OF THIS PROJECT, AT -THIS SITE, ANE)' IS NOT TO BE ROBERT J. 'SCt U I P.F , CPSWQ LICENSE NO. ELATE DEMIAN A.. SORRENTINO, c.SS DATE JQf fN U. FA t.I E .1R. LICENSE NO DATEF7IRMAk,,ECREOR ATE DUPLICATED OR -USED IN PAR( Cif- W>•IOL FOR ANY. OTHER PURPOSE, PTtf3JEGT; E.OG4TJC3N o UWNER wc HOUT THE• IXPRESSEf WRt1TEN .c©NSENT of BOUNDAR)M= u.C. COPY su _`TVIS ti- lAr q-.) C - PREPARED FOR 97 JERK ROAD MONTVILLE, CONNECTICUT'., SCALE. 1 "_30' APRIL: 201 1 JOB I.D. NO. .10--193.E' SHEET 2 OF .3 REV A FIELD VERIFICATION OF COORDINATE SYSTEM 5-25--11 . REY "B" , P8R TOWN ENGINEER'S' COMMENTS- 871-11 REV ."C" PE- P&ZC APPROVAL 8-30-11 i . PROPOSED . GRADE - TRAFFIC- BOUND -GRAVEL . . SURFACE OR PAVEMENT FOR DRIVEWAY OR 4" LOAM AND SEED rN t' j=j { " cf.. <t% - r y' Ct 4 , LAWN AREASyqyi a p t, Vii: = t ' 4= c .'.:. .. ' '';: ti° ti .?... - :.C).;:?? . ' 0 '- Cr PROCESSED Gt?A1 EL Ij j 4a c)- , I , g c . p. ; . - I- IN DRIVEWAYS t Ci'p' {!f3. '.;4, G? Q tj. {-,bI10 "` ' " , - 0 .1 rl - BANK RUN GRAVEL. 1. C12"-' Q PIPE ID r 0 ` ( ` `, PIPE". a -} Utz"} OR APPROVED11J _ I r J i .. GRAVEL BACKFILL MITI. a DAMETER' c a 0 c C.DIAMEfE'R ?MIN lvtATFI?IAL - r t- 0 0 03 0403 - ,0 (I ;t`)C - 0 IIc J. -f c a fl = STORM DRAtIVAG£ 3/4" C'RUSHE'D ST NE -----I,--,..• .--.•. "o c - .0 0 0 0 0 _ 0 PIPE' (•IYP,3 Oft COMPACTED i I - cj - fa q p O Q C3 U j PROCESSED GRAVEL - = ROC, EP C LJELIDlNG - cl a cr 0 000 Q k u:D __k 6" OF NATURAL 0 _ 0 o0 0-0-O010000000000 6SUBSTRATE (TVP) I I =-k f; ` c 'r ' Ci 0 t} 0 C} 0 0 0 rn)0 0 C0 Q 0 a I 1- __ _---_ - - __ _ - _ --- ----. 1 I- =111=111• 111_111--1 f l=-14 I--4 ! 1--1 1 i-- 4 I 1-1 1 _ :I I 1 - . NOTES. 1. IF PIPE IS PLACED IN Oft QN LEDGE, ALL LEDGE WITHIN 12" OFPIPE' SHALL BIW REMOVED AND REPLACED WITH PIPE' BEDDING. 2. MINIMUM PIPE COVER SHALL CONf'ORM TO t4MANUFACTURER'S SPF_CIFICATIONS . 3. 1NSfTALL AT 2 ANTI -SEEP COLLARS PER, PIPE. • 4. ANCHOR PIPE IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS W - JTREV• I . gr IX ' . NOT TC SCALE - - - - 2" HIT:. - CONC. I - - PAVE'ME'NT (MIN.) . H" COMPACTED - GRAVEL (MIN,) NOT TO SCALE TRAFFIC BOUND GRAVEL SURFACE ' PAVE TO STREET LIME CR- PAVEMENT • APRON TO - 8E 9" - ' - HIGHER THAN GUTTER . AT S7`PiEEi LINE . ALAINTAIN 1 " LFP AT - ' - EDGE OF PAVEMENT , VIE11 ' SEE SECTIONiVt BITUMINOU, CONCRETE TO - y , RAoUS STREET LINE q .-* 5- (TVP,) . t PTC Al .L. . .1' . E V I . . . NOT TOSCALE ' 2X2X36' RI7(2 PER HALE) _\ OMPACTED BACKFILL FLOW . i ___ 3_ 1 _ I- 11 . _ _ 12" MIN. I v -- IT- 7- . _ rw " MIP!. 1. USE SINGLE OR DOUBLE BALE HEIGHT AS REQUIRED. . I--. t -NOT' TO .SCALEr 0. . cld . rxs _1' _ MIP! It - - . WOOD CHIPS - i 6 1:1 (TVP) 2.5' MIN r , • z _ FLOW 1 ~tom; r, G z. - y r/i . j Mme';•+ ' us.Jr - r It _ =" It rv#cmmp1GflAaE w . Z) - 0.' MIN - z - M WOOD 31 `" .IZJW NCIf 7-0 SCALE fjs. _ . b a s - . TA m . L:L*C LANCJ SEJfRVEYLNG N FfIST IRICAL LANID RECQI?D RESF-ARCH 0) COMMERCIAL & RESIDENHAL DEVELOPMENT T' C7, SOX 184- 179 PAC*UG RtVEP DRIVE 0 GRISWOLD, CONNECTICUT • 06351 TELEPHONE {8601) 376-.2006 3 . FAX (866)' 376--5899 w U 2011 BOUNDARIF-S LLC . L'- THIS DRAWING TS THE PROPERTY OF BOUNDARIES LLC AND HAS BEEN SPECIFICALLYPREPARED - FOR THE OWNER OF THIS Pk?OJECT, • AT , THIS SITE, ANI? IS NOT TO BE . a DUPLICATEo OR. USED IN PART OR WHOLE. FOR ANY OTHER PURPOSE', .PROJECT, LOCATION r .OR OWNER WITHOUT 'THE" E:Xf'R£SSED WR17TEN CONSENT CF' BOUNDARIES LLC- - c 1. - - ---- - I r I - OPEJR-A TOW & ,AlA - . f t Tl ROS CON° S - r - •THIS PROPOSAL INVOLVES A 2 LQT RESIDENTIAL SUBDIVISION ON A 14,5± ACRE PARCEL OF LAND LOCATED ON THE WEST SID OF: - SET PIPE .I€ VERT 6 &E1 OW STREAMLJEC3 ELEVATION AND BACKFILL 6, OF PIPE T STERN 540)' OF THE PROPERTY IS 81SEC-TEa BY AN INLAND WETLAND AREA THAT CONTAINS AN IPITERM17TENT .. NO CONSTRUCTION .SHALL I?IOCEED UNTIL PROPER SEDIMENTATION AND ERO 'ION CONTROL METHODS .PIAVE . WITH NATURAL SUBSTRATE MATERIAL MATC'HINE EXIS77NO UPSTREAM AND JERO iE REAR, HE EA . WATERCOURSE. LOT 11 CONTAINS AN EXISTING RESIDENTIAL DWELLING ADJACENT TO JEROME .ROAD THAT WILL REMAIN.. LOT ,#2 BEEN INSTALLED A5 THE SEQUENCE OF CONSTRUCTION NECESSITATES . DOWNSTREAM SUBSTRATA . OSS E ' LAND INTERMITTENT2SHOULDER - WIDTH (TYP) WITH WILL BE DEVELOPED AS A . RESIDENTIAL LOT INCLUDING THE CONSTRUCTION OF THE DRIVEWAY ACR THE WE`T /, . C tVl BARRIER r;IJ1LlE RAIL WATERCOURSE WITH AS, Dt3AlNAGE CULVERTS IN ORDER TCI -ACCESS THE BUILDABiE PORTION OF _THE LOT, TNF NO -EQUIPMENT; IAATER1ALs OR IACHtN£RY 5t1ALL BE STORED, CLEANED OR REPAIRED 'WITHIN FIFTY (50PROTET1 ( INSTALLATION OF A MUNICIPAL WATER AND SEWER-SERRVICES AND UNDERGROUND UTILITIES. FEET'OF ANY INLAND WETLAW OR WATERCOURSE . • ED ?2' - BOULDERS OR APPROVED EQUAL) - - .. PROPOS . THE REGULATED INLAND WETLAND SOILS AND INTERMITTENT WATERCOUSES IN THE EASTERLY FIDE?' -•700' WIDE AREA (Vf VE`LOPMENT . NO 0-8JEPBONABLE IMTERI),I S -RESULTING FROM ANY CLEARING ACTIVITY SPIALL BE DISPOSED OF 1N ANYDRIVEWAYROPAPPROVEDRCPFLARED. END WEI?E ".aFfERMINED BY DEMIAN SORRENTIN(}, CERTIFIED SOIL- SCIENTIST, THF. I4IORITY OF THE PROPERTY IS :WOODED 1NLF fI Wt 7LANl1 ill? WATEPCOWRSE- THIS INCLUDES, -BUT IS NDT CIMITEL) T0, STUMI S, 7T EE Rf TS, A AT7ED - FLARED END -_-a 1 BACKFILL INSTALL MODIFIED RIP EXC i OR i11E 100'--160' WIDE AREA AITJACc"lfT T£. JEfi'O iE Rt}AD WNICN IS DEYELUP£Ci 1117iI THE HOUSE AND LAWN ARIttS ROOTS, WORD CHIPS AND fJ17tER DEBftfS . EX15TlA1Ci 2 6" - ' - 2 1?AP AROUPID .F#ED BEU THF FRONT DEVELOPED ,AREA SLOPES ABOUT 10-15% DOWN FROM JEROME :ROAD TO THE WETLANDS/WATERCOURSE: ;THE INLANL7 I . 12 ht1N 1 STREAM FROt f 60'-10C)' IN IDTII TI-Ilw PROPcf{TY INESf {31 TtIIS l+IETL IDS AREA SLfiPES 1)OWAt TO 'THE EAST NO SO(1, FAL DR fiTHEI AtViTER1ALS SHALL BE. DET'OSITED IN SURROUNDING INLAND WETLANDS ORhtODlFlEt7RIPRAPATINLET1 ,: WETLANE) AREA VARIES WENDSECTIONSTOTOPELEVATION . . O ARDS THIS WETLANDS AT AN I-18.x. SLOPE. THE -INTERMITTENT WATERCOURSE . FLOWS * FROM rHE SOUTH TO. -THS NORTH WATERCOURSES EXCEPT AS APPROVED BY THE MONTVILL E IN#Ai41D Y'IEfLAA1Da COMMISSION AND DEPICT D. . INSTALL AROUND FLARED END OF- 241 MCPs (T W ) . o 0 Q g :` , {} } ° ) THROUGH THE. PROPERTY.. DUE TO THE TOPOGRAPHY AND LOCATION OF THE. flUILDABLE AREA ON THE LOT OUTSt1lE'QF THE HER1=ON, - . SECTIONS TO TOP OF INLAND WETIAATD REGUJAT .SRF PRtJP lSEt) 7 tM. CULVERTS Witt t 1 ?STALLEO UNDER THE NEW DRIVEWAY TO h4AJAfffA1N rH£ . PREFORMED SCO£IR RCPs) ------ - TWIN 24" RCPs x ::. HOSE AT'OUTLET NYI?RAUUC REGIME OF -THE' INTERMITTENT WATERCOURSE WHERE DEWATERING IS NEq ARY,-. THE' PUMP SHALL NOT DISCHARGE DIRECTLY INTO .AtY INLAND WETiAND . r OR WATERCOURSE PROPER METHODS: AND DEVICES SHALL BE UTILIZED, SUCH AS PUMPING THE WATER INTO . f :... _ ... mss._: _ , . .,... ,:.•.,._:...Y... :..: .. r::-.. 1...... SI t T 1 L T_ t?tITTLE7 OFARENARRAGANETTLTTEMPORARYSEDIMENTATIONTPOOLPROVIDINGC1SURGEPROTECTONATHENEI" AND HY- -.. ,.• . -" . ; - , • t •.:..•..... _ ., _. _;:;w.s.; ;::'> , . • • ACLRDING TQ TYLE NRL'S_ WEss sC111 SUtYEI'r THIP SOILS 1N. THE Pf(?PQS1 SITE DEVELOPMENT AREA A TEMPO? A I}N 1 1 z'•'ti$..: :;:': .t.x-%c""• :'..t-: r>. :.z-s•va_._ r,. ... ..`.:.'•:•h:.. ... _... ..T •s •:e _ i - 11 v I:'. 0 g . c 4•;__, c 0 .. 0 . LOAM (.3X TO 15X SLOPES, EXTREMELY -STONY) ANI? •SUTTON FINE SANDY LOAM (2% TO 8% SLOPES, VERY STONY) AND CANTIJN PUMPS, OI? FiOAnNG THE IllTAKE IIF` THE PUMP, OR OTHER METHODS TO-MINfMI€ AND RETAIN TTtE - 4 C7 U 4 4?, f3 Q C S} 4 - r ANO CHARLTON SOILS (3 TO 8 SLOPES, VERY STONY). SUSPENDED SOLIDS. IF THE PUMt'ING OPERATION IS CAU51rNG TtIRB1DITY PRCJBLEIS, S4rO OPERATION SHALL. EXISTIiVOi - - Q . . CWE' UNTIL SUCH I-AS'FFASIBLE MEANS OF CONTROLL1tifC TURBIDITY ARE DETERMINED AND fiyfPLEME"NTED. EROSION -CONTROL MEASURES TO HE IMPLEMENTED DURING CONSTRUCTION INCLUDE AN ANTI -TRACKING PAD AT THEDRIVEWAYSTRFIMBI"LI' _ . , 4 tENTRANCEAtJ+ViCL:NT .TQ JERT3ME ROAD, SEDIMENT FACE OR WOOTI CF11P $ERM DOWN GRADIEPIT OF CONSTRUCTION AREAS, RIP ALL TEMPORARY FILL, STOPACE OR STOCKPILE AREAS SMALL BE PROPERLY STABILIZED . TO PREVENT. EROSION sRAP. APRONS AT THE-l iL f ANI} OL1TL I~# Ot` T1 E PR£IP(3SED aRiVE'AY CULVERTS AND STAKED NAY BALLS AT ME PROPOSED AND SUITABLY CONTAINER Tb PR€VENT TURBID RUNOFF FROM REENTERING A WETLANF3 t1Ft WATERCOURSE. I • IPE WITH 6x OF 3 4" CRUSHED CULVERT INLET" AND OUTLET ALL EROSION CONTROL MFA URE S WILL BE MAINTAINED THROUGHOUT THE PROJECT. AFT ALL ARIAS AFFECTED BY :E{PORARY FILLS MUST HI~ RESTTIR£q TO THEIR CIRIGINAL CONTOURS, AND - INSTALL 6s' MINIMUM WIDTH OF CONCRETE . P S OF % NATURAE. SIJ TE STONE OR COMPACTED C:ONS7RUCT10N IS tPtt TETT, ALL DISTURBEDt AREAS- SHAH BE LOAMY ('' MINIMUM) AND SEEDED WITH GRASS FUF PERMANENT RE:VECETATED W%I SUITABg VEGETATION. THE USE -OF TEMPORARY. . FILL ANDIOR EXCAVATION- SHALL BE _ 0)R LTENTO?1V1TE ((?R 12» WIDTH OF MAFERIAL PROCESSEa GRAVEL STAf1ILJZAT7QN, 'EROSION CONTROL MEASURES WILL UE REMOVED ONLY AFTER ALL DISTURBED ARIAS HAVE BEEN PERMANENTLY MINIMIZED TO ONLY THAT AREA REQUIRED TO PERFORM THE WORK., - S1L1fCLAY tiAFEI)-AFttIUtD PIPE FOR BEDDING STAIIJZEI - ANTI -SEEP COLLAR DUAIPFNO? Of !L Oil 1I7iF. , fJELETERIOUS htAT1=RIALS ON INF-GRIiUNa fS FDRBtI {. THE -oEVELUf'ER OR CONSTRUCTION IS EXPECTED TO BEGIN IN - SUMMERIFALL 2011 ANF? SHOULD TAKE 4 MONTHS, CONTRACTOR SHALL PROVIDE' A MEANS OfCATCHING, RETAINING AND PROPERLY - DISPOSING -OF MINED -OIL; REMOVED OIL ALTERS, OR OTHEk DELETERIOUS -MATERIAL FROM EQUIPMENT USED ON SITE . VEHICLE - r1lvgfv NcE -smLL BE coil .ETt. OFF saF. ALL OIL SPItJ,s sfmL. BE 1MM'ECIATE'LY REPORTED TO THETERT ,t ' RU . E or , i' s' _: . DEPARTMENT OF ENVIRONbf£i1TAL PROTF_CT10N/NARD11iIS MATERIALS C1ffiGE: FAILURE i0 DC) S!7 MAY RESULT 1N TNI* IMPOSITION' OF FINES CINDER THE APPLICABLE CONNECTICUT. GENERAL STATUTI=S' jNLTI'AL . gam g Mr fwA 114 1, A ".• X - y EVERY -PRECAUTION SHALL E .USED WHILE WORKING IN THE VICINITY CIF A WATERCOURSE TO PREVENT AND - MINIMfZE THE lIr:GRADATtON 0?F' THE EXISTING WATER QUALITY, ALL ACTEVtTIES SHALT. LTE t"1 CO t .IAC TO AND CONSISTENT- WITH ALL;: t1PPL1CA£3LE WAFER QUALITY SrANDARaS Art#I3 fANAGI tEN7 P ACTICES AS SET B, 1. SECURE ALL NECESSARY LOCAL, STATE, AND FEDERAL PERMITS. AL WORDS ALL BE ACCOMPLISHED, DURING THE OW SrASON (LATE FORTH BY LOCAL) TALE AND DEF AL AGENCIES. 5UMMER/E ARLY_ FALL,}. 2. CLEAR ANY VEGETATION WdTHIN THE PROPOSE:#) WORK AR'E`A. INSTALL SEDIMENT -FENCE, STAKED HAY- BALES OR A -WOOD CHIP BERM DURING THE PERIOD CIF' CdNSTRUCTION, THE CONTRACTOR IS RESPONSIBLE FOR ALL EROSION AND SEDIMENT . 61 00GRADIENT Or PROPOSE•D WETLAND CROSSING AREA AT LOCATIONS sHOWN. INSTALL STAKED MAY RALES DOWNCRADIENT OF PROPOSED CONTROL MEASURES SAID MEASURES SHALL BE INSPECTED WEEKLY AND AFTER FACN RA;INSTOR f AND CULVERTS AT LOCATIONS SHOWN. - DURING A MAJOR STORM LLFNT. • ACCUMULATED DEPOSITS` -OF SEDIMENT .AND SILT .SHALL HE PERIODICALLY . 3. IF FIECES's4Ry DEPENDING ON EXWING FLOW, INSTALL SAND W BERM OR APPROVED EQUAL AND PUMP IN ORDER: DIVERT ANY FLOW REMOVED F . OI,f THE UPSTREAM SIDE 'LIF THE EROSION AND SEDIMENT CONTROL. BARRIERS, AND UPON v c>- _ - AROUND -CONSTRUCTION AREA TO INSTALL .UTILITIES AND Df7AInAGE' IMPROVEMENTS IN DRY CONDITIONS E5'TABLI5HMEIVT OF PERMAI`iLNT SEEDING . AI~/LI MULCH/NC SUCH MA7.ER1AL S -f7EMOVED SI-MLL UE SPREAD AND 4. EXCAVATE AND INSTALL -UNDERGROUND SEWER AND. WATER UTILITIES, DRAINAGE CULVERTS -INCLUDING RIP RAP AREAS, AT INLET ANL? OUTLET STABILIZES IN I1ON-'L7L,4 tI ,AREAS +tl1QM AIDE I+IOi SUBJECT 'TO ERUSfON, OR Witt. ARE NOT TO BE AND UNDERfJr '3tINd1 UTiLLlflf ES ELECTRIC, TELEPHONE-, - CABLE TV) AS INDICATED. BACKFILL PIPES IN ACCORDANCE WITH APPLICABL' t}AILS. PAVED'OR BUILT UFt3. r^ . ` - .- 11 , REMOVE DIVERSION MEASURES,( IF USED. - - - n 4 , _ 7 { ;:7 ( C HAYE3ALES, SEDIMENT FENCE;• AND OTHER EROSION AND swim -1 CONTROL. MEASURES SHALL BE REPr IRFD, . to5.1N5TALL DRAW It IN OTHER AREAS- ADJACENT TO WE=TLAND CROSSING. NECESSARY TO CONSTRUCT DREYEWAY tNCI,UDING TURD OUT j ` . CLEANED ANDIOR REPLAC 'i_ AS NECESSARY THROUGHOUT - THE CONSTRUCTION PERIOD IN ORDER TO. P.IAINTAIN t - AREAS INSTALL DRIVEIVAY SURFACE . COMPLETE AND INTEGRAL EROSION AND SEDIMENTOI ITROL -PROTECTION.. OAfO:£ 1N PLACE, AIrL EROSION e - I _ 6. LOAM ALL, DISTURBED ARE45 WITH - OF TOPSOIL, .]CED AND MULCH. AND SEDIMENT CONTROL FAGILITIES AND MEASURES ARE TO REMAIN IN PLACE AND. IN PROPER CONDITION c -j( _ . - - 7. AFTER ALL ARM NAVE. BErEN PERMANENTLY STABILIZtrD, REMOVE' EROSION CONITROL MEAS S. AND BE CONTINUOUSLY IvLaUANNE4 UNTIL FINAL. GRADING HAS BEEN COMPLETED, ALL. DISTURBED- AREAS . r, - ` J _ UPGRADIF..NT' OF .SAID FACIL.IitES HAVE BEEN PERMANENTLY STABILIZED AND ALL NEW( GRA55Ert? ARIAS HAVE . y HAD AT_LEAST TWO MOWfNGS. FOLLOWING SUCH PERMANENT STABILIZATION. 'THE FACIC1TtES SHALL 6E RCP < - - - r - 4 ,. 3 DISMANTLED, REt 1OVED, ANQ DISPOSED OF IN AN APPROVED MANNER. ADDITIONAL EROSION AND SEDIMENT 7 } ,%_k .j - Q CONTRAIL -MEASURES BEYOND THOSE SHOWN ON TIMI= PLANS OR PRESCRIBED HEREIN SHALL BE PUT 1NTWIN24" RCts FIAREI3 t `-` - ' ` - a; t 1 j j' PLACE', WHENEVER, NECESS*?Y, TO ADDRESS FIELD CONDITIONS AND%OR AS ORDERED BY THE TOWN OF . ENDS . IN/ /= l- - ` C BUIr J f EXT MONTVILLE DISTUl3L ANCE CII THE LAND SHALL $E' -LIMITED TO THE MINIMUM -EXTENT` NECESSARY TO COMPLETE" TH 1. SECURE ALL NECESSARY LOCAL, STATE, AND FEDERAL PERMf S.. - PROPOSED DL;WELOPME-NK ALL EkSTING 7R ES AND St1RUT15 SFiALI. BE CONSEI?JEI? WlIER1W PtISSIBI F, 2. -CVAR, ANY YEGE7A7tUN WITHIN Ttic PROPOSED DEVELOPMENT AREA. INSTALL SEDIMENT FENCE CAR A WOOD eHIPtERM DOWNGRADIEIT OF EXCEPT THOSE WHOSE REMOVAL tS REQUIRED TO PEI,'FORI I TFIE f'ftOPOSED WORK. fHI" L.IMffS L3F PROPOSED CONSTRUOTIO)N AREA AT LOCATIONS SHOWN.. - DISTUROANCE SHALL BE ESTABLISHED 1N INE' FIELD PRIOR TO STARTING ANY ACTUAL CONST77UCTION INSTALL MODIFIED RIP. - - .- • RAP AROLltVL1 FLARED -- ' - ` a J. STRIP TOPSOIL 1N HOUSE AREA AID STOCKPFLE FOR FUTURE REUSE ACTIVITIES AND StIALL BE 'GENEPALLY' DEPICTED 9Y THE LOT DEVELOPMENT DRAWINGS. _ Nle SI;'CTiCFNS TO TOP ' c `-, _l 11. E XC'AVAiE ANC} /NS7`ALL FIUILDING F0?UNDATIO t .AND BEGIN LIUILDINC .CONSTTZUC;TION. CONNECT ALL. UTILITIES, - COMPLETE DRIVEWAY CONSIRUCTIfIN, 7NE CCINTRACTOR SHALL E3E RESPONS/TYLE TO INSPECT THE SITE IN ACCORDANCE WITH THE PROCEDURES A5 OF 24 ACPs J- _-- j . 6. LOAM ALL DISTURBED AREAS -WITH 4A OF =TOPSOIL, SEED AND MULCH. [1UTLINEIJ IN THE "GE'NE'RAf 'PERMTT EOR INE DlSC1 RCE OF STCit2MWATER ANIS DEWATERING WASTEWATERS - ALL AREAS NAVE iIEEN -PERa AIVENTLY STABILIZED REhIQVE EROSION CONTROL ,UEASURES. FROM CONSTRUCTfON ACTIIA(IES" AS ADOPTED BY. THE DEPARTMENT OF ENVIRONMENTAL 'PROTECTION ONcl_ /` I T. AFTtf ' OCTOBER ?, 1992. - . 3:1 SIDE SLOPE (TVP) THE CONTRACTOR SHALL INSPECT ALL DISTURBED AREAS OF . CONSTRUCTION ACTIVITY THAT HAVE NOT BEEN FINALLY STABILIZED, STRUCTURAL CONTROL -MEASURES, AND LOCATION s WHERE` VEHICLES ENTER OR EXIT THE TWIN 24" ACPs SITE AT LEAST ONCE I<VERY, SEVEN : CALENDAR DAYS_ AND WITHIN 24 'HOURS OF THE END OF A STORM THAT - IS 0,5 INCHES OR GREATER. WHERE SITES HAVE BEEN TEMPORARILY OR FINALLY STABILIZED, SUCH RCP - - - - - I INSPECTION SHALL BE COtibUCTED AT LEAST ONCE EVERY MONTH FOR THREE CONSECUTIVE MONTHS . FLARED ENDS - - . EXISTING GRADE DISTURBED AREAS AND AREt1S USED FOR STORAGE OF MATERIALS THAT ARE EXPOSED TO PRECIPITATION Sf TALL BE INSPECTED FOR; EVIDENCE OF, OR THE POTENTIAL FOR POLLUTANTS ENTERING' THE _ DRAINAGE SYSTEM. EROSION AND SEDIMENT CONTROL MEASURES IDENTIFIED IN THE PLAN SHALL BE INSPECTED TO v /V INSPECTED TC1ENSURETHATTHEYAREOPERATINGCORRECTLY. DISCHARGE LOCATIONS OR POINTS SHALL •BEy51 " _ 3 ? 1 " : ,- ~-1,3" - ' `°"'°' '. A5G'EI2TAtN WHETHER ERO,fUN CONTROL MEASURES ARE EFFECTIVE TF1 PREVENTING SIGNIFICANT IMPACTS TO INTERMEDIATE -PU11I- BLIC ROAD RECEIVING WATERS. LOCtt7tOfVS WHERE .IEHtCLES EiViFJ? OR EXIT TtIE SIT!: affALt f E INSPECTED F()R RIP RAP - uQ44d9k4akaOk4 [} 4 - SU tIN1M. EVIDENCE QF OFF SITE SLDIMENT TRACKING. P ' _ !' .,.,. - kky®akkk4aQakDak DDDaDkk'a i? +t - z I IV q k. u k k, o k a k n 0 D Q _ I ADDITIONAL EROSION AND ;SEDIMENT CONTROL MEASUR s 9EYQND IRDS£ DEPICTED HEREIN SHALL BE PUT IN s:. s - s `• ` . - - - (SEE PLAN)- -' - kk ko pDk agDpDu kpk kgkk?4,00,0'a b . s=. • i • k°q°4aa4Da9ka°k kuk`aa4°fi°4°63 "- ; PLACE WHEFIEVER NECESSARY 70 AQDRESS FIELD CONDtTIfINS AND/OR AS ORDERED BY THE TOWN OF 2" kuokvkkaakQa4aQoaakaoaaoQaaokss MONTVILLE, OR THEIR DESIGNATED AGENT. i$k4kCakk4AUkRk<36QaakQkDa¢aDa p '/ ? k 4 G k D Q tr fl 4 O A k a aO.-' V! MIN i i I4k4kOaRaUkt} D fl D D.Q 1kakGOkak13kkkUDCTazj - 1kaa 0 k 4 O a k a k D D O G Q kDakt,Ukr],]9Q.paDgkkCikka4flaa4k O,kd, k . ..... - - 1 aacgakokok oQa a3o a a a o v 4 tokQ THE CONTRACTOR SHALL -APPOINT AN AGENT WNC) SHALL 8E f'E RSONAI.LY NESP©PISIBLE .FOR IrtifPl FMENTiNGGEOTEXTILE (SEPARATION) ,, kk0aa,ai}9 olu uk DSU 4 kflU°oakQk¢4 a SHC?ULL7 FIELD GONDITIIIN ""kdkk°kk°°°kske,°'°a°'oaa°°°a4kkk4 Cr DOT ',J STONE THIS EROSION AND SEDIMENT' CONTROL PLAN AND ENFORCING THE PRESCRIBED SAFEGUARDS DURING THE L? GRANULAR. FILL akk,]akaagkkkDkkkoUuvk oaDaaat>1. WARRANT 6 S3kkkkakaakDa9asrDaktyakak, CONSTRLtCTTUN PERtQD. MINIMUM F a a a k o 0 o k a rfYk4akakODL3Dakaka aag4 THIS-RESPONSIBIL11Y. INCLUDES THE'•INSTALLATION AND MAINTENANCE' OF. CONTROL -MEASURES 7"HROUGHOUT . sl _::DE . ' -FILTER FABRIC' 1 Tt1E CONSTRUCTICIN PERlC3Lr, INFORMING ALL PARTIES 1~NCAGED .ON TME CONSTRUCTION SITE OF" THE' 12 .CTR . -,,• Y . • - i -. REQUIREMENTS AND OBJECTIVES .OF• THE' PLAN, N€TIFYING t"NE' PROPER TOWN AGENCIES AND OFF•ICIALs OF As REau1RED - - - I -ANY TRANSFER OF THIS RESPONSIBILITY, AND . CONVEYING A COPY OF THE AP. PROVED EROSION AND SEDIMENT t , + CONTROL PLAN IF THE TITLE OF THE LAND !S TfANSFERRED TO A THIRD PARTY, FOJ fol:L - 1 I OT TCT SCALE f Y I El"OSTOXCOACTRnP, NOTIES - I NOT TCI SCALE I 1, AEI. UTILITIES ARL: APPHf1X1;ttATE CONTPACTQR TO YEIZIt Y ALL UTILfTIES PRKiR TQ CON I? /0 - I CONTACT "CALL_BE'FORIT- YOU -DDG" AT 1 •--900-9.22-41155 AT LEAST 72 HOURS PRIOR - TO ANY EXCAVATION. 2. THE RESPONSIBILITY OF': THE INSTALLATION AND MAINTENANCE" OF .ALL EROSION CONTRAIL, MEASURES tS 7NE' OUTSIbE W TO 8I= SA°wcuf - ' . ' . i EXCAVATION CONI(#ACTOg,: UNKNOWN AT THIS 77ME. -THE: CONTRACTOR. SHALL ..PROVfDE MIS CONTACT. .. . INFORMATION TO THE M{ONIVILLE PLANNING DE=PARTMENT PRIOR -TO COMMENCING WORK ON THIS PROPERTY. 3. THE "2002 CONNECTICUT: GUIDELINES FOE? SOIL, EROSION AND -SEDIMENT CONTROL' 9Y THE CONNECTICUT A" MIN.- I F = - - ` I ` :. ' ` ' :' _ - ! COUNCIL QN SOIL t#NQ 'WATER. CUNSERVATIQN 1N CG PERATION WI7N TNI; -CONNECTICUT' DEPARTMENT OF' r- •I--:' ,( _'.- .. s , •. . i ENVIRONMENTAL PROTECTION, DEP BULLETIN 34, SHALL BE USED FOR INSTALLING AND MAINTAINING ALL 1' ca IYAcrli Mass , , - .= , ' ,'} ?' - _ I, . FROSION CONTROL MFASfi1RES, THE CONTRACTOR St1Ad L INSTALL ADDITIONAL MEASURES AS NECESSARY IF BllUsrtNOUs cvtiCRE/E - :•. -cQR GAY " ` r 1 DIRECTED BY THE ENGIISEER1R THE TOWN OF I fON7VILLE STAFF 1. COMPPACIE:D CLASS It SfTLiMIE f7EFS G©Iti%f1I7£ \ s I9.8 s XW - - 4. SEEDING FOR PERIA4NE'NT STABILIZATION SHALL LIE: DONE BETWEEN. APRIL 15' THROUGH JUNE 15 OR . r 0 0- 00 :0 C } U Ci 9 0 g 0 C0 < - . _ ` I - - g.9{jX , ;1. BETWEEN AUGUST 15 THROUGH SEPTEMBER 15. IF SEL:DING CANNOT BL: DONE _ WITHIN THE TIMES, . 0 0 ,-, ') .-, O -, . r. ' r„ 0 , t 0 C . = PREFORMED -/ 79.90 (CL) ` ~ i APPLY TEMPORARY I,fUC'CH UNTIL N1 XT. SEEDING 77ME, SEED MIXTURE` SHALL BE AS F•QLLOWS. f) 0 o 1ZLMiPACIM K RUN GFtWEL s 0 C COMPACTED \\ . \. - . . . ALL 2:1 SLOPE ARES C?. 0 . 0. Q . 0 SUBGPADE \ _ . - ` SF` • SCOUR NOTE ` ; CROWN VETCH , . 15 LOS/ACRE OR 0.35 LOS/1,000 SF a 0 10 0 0 0 0 0 c . (SEE aEIAIL) C . ' - C } 4.} C T C? C7 g 0 7 - ; PERENNIAL RYEG'ASS 1 O LL3S/ACRE 01t tJ.25 LBS/i3OCO Si' 4.' ALL OTHER GRASSED AR& it. E'DIMENT FENCE OR WOOD FE3 dr,FE4 w ti ,, , ` , , A\ El',, ;ti CHIP BERM (TVP A CREEPENG REL) -FESCUE! 20 LBSIACRE` OR -0.45 LBSf ?,0(JO SF4`• ' i . 1NtV 79.81 (6 L7ELOi'l STRFA tBEa) F . . _ . _ i REOTOP 2 LBSIACRE. . OR 0.05 LOSE1,000 SFSTREAMBEDI`LEV 8(3..31I - _ "! , 9 1 * c CROWN VETCH 1 Jr LBS/ACRE OR 0.35 LOS/?, 000 SF . f E r r . TWIN 34 --2.4 RCP- 1. - - . r °"' :L J ' . S -X0.082 , ; 0 0 ,-f; .. - / 5. MULCH SHALL L3£ A `Gf?[iD QUALITY RAY OR aTRAW ANI? SHALL BE AI'POEU, AT RATE' OF 2 BALES/1UU N[fr 1 scru t ; ` \ . A t}: ? " ` , ---`- i SFt I . -, (j i 6. ALL ,EROSION CONTROt. 4E4SURES SHALL BE INSPECTED WITHIN 24 HOURS AFTER P741N EVENT' ANL? NECESSARY TO INSURE COMPLONCE WITH . THE APPROVED SOIL EROSION AND - REPAIRED OR REPLACED ASiS€DIM&IT CONTROL PL.rk U. = . I ' 8Q.86 CL . a FILTER FE NCE 1. PRopAN . aR1VEWAY " l Lopy - J3 t - F - 10' (MIN) . s SU T7 , DI 510 1xr TLAX '" COMPACTED I . I, , } BACKFILL . 1tT OF P LaiI=CrIVE BARfaIER 278'_ 4" PVC: 1,. ' 1 , _ 1 ' . (BOTH SIDES) 4,100± SF OF - SCHED-40 - _ E 1 F 02 & . r ; : _ w rr N alsrvl sAlvCL / . , INV 1. (6"'BEL OW STREAMBED, r w ,s ,- - / '1. . S=1/4 -/FT __ 83.98 ' S?37F B® ELEV (] 9 t . LIMIT Of -INLAND - SANIST•OTtM PIPE' CROSSING 83.10 L Wf H 1 ?'XS' MDIJfF1L D RIP EXCAVATE r-* - s /v INS .Ta Pvc _) IAP APRON AT rNt r PREPARED R - xT.:... , : W a (TVP) ( ) _ y . - sx s* r . * {;- : . 1, sral,t INV E31.tJ9 (TWIT? 24 I3CP) ''.:' ; TRL NE;FI _ t - . _ 83.69I'm 57AKL;a NAY E1L F,S (7YP) EJZ JC, v _r'' ' r- : ww + FLOW . Ih1TERA1ITTENT r,_., IV cx I I s; _,-- -1, WAiERCOUI?5I i --=- _ ({, vq} /( jaw` e 1. 97EXISTING; GRADE - _ .. r "'- - - pauxtba . t P4 TVI _,; L E,, C O E TI - I t ' {' I IDEPTH - E13 SSI) G.L UNDISTURB - ' S A F AS Sf-01N J PRl 2011 JOB 1. D. NO. 10---1.932 GROUND . - . aCALE: 1 = 9U I' . RET( 14" Flab VERIFICATION OF" COORDINATE SYSTEM 5.-•••26-? 3 . . E1/ 1304 /"B" P - WN ENGINEER'S G'()IviMT{ TC) R E_, COMMENTS 8-1-11 ROBERT 'J S 0 1 P. ,`CPS tQ LICENSE NO, ATE REV "C" AE P&ZC APPROVAL _ 8-30-11- . 1611111 .1 .. - - - _ - - . I. - -