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HomeMy WebLinkAboutSite PlanI \ I 11 , I I1. 3\ 11- 1111 JT WTR G 1i . uA I-, St... -_/.- ". iW W . I :' 6 OM WTR GIV . / I ` J NOTES1-11". _., , \ r: I..• I, ".. . .. IRE WTRIr' _, G I.) REFER NGE 15 MADE TO THE FOLLOWING PUNS SURVEYS: J I II II I I I I11 A. "PLAN SHOWING EXISTING GONDITION5 PROPERTY OF YOST HOLDINC75 LLG I ' 2260 GONNEGTIGUT ROUTE 52 A.K.A. NORWIGH-NEW LONDON TURNPIKE AND I 11 I I ; I I LLE, GONNEGTIGUT; SGALE: 1'=20'; AUGUST 2011; SHE OF 2; 1._.......__ ;. ? PREPARED CERTIFIED TO 2 STANDARDS BY PETER GARDNER PLS X1420 DIETER MEADOW LANE MONTVILLE, ET II i I P 8; EXIST WOODED/BRUSH AREA : 11 j ` I I _( i I I GARDNER LAND SURVEYORS 4 PLANNERS; 164 E 12; PO 535; GA FERRY, ROUT BOX LES 1 I SMULS MONiVI 111 :, ,I I cT ; TEL. X60-46-455; EMAIL: DIETER.GARDNER@DNET.NETr ; ' f ' l.. ..J' r w`Q I I I I f f r IQ) , -..... - _...... __ = / 2265 ROUTE 52 .. I { • Iill LLA _< " PARCEL ID TO626100 / L, I I 1 n I - 'I G-2,) TOPOGRAPHY CONTOURSX15TING CONDITIONS WITHIN SITE LIMITS SHOWN I I I > 1 u'' HEREON WERE TAKEN FROM THE SURVEY REFERENCED IN NOTE G 1.A ABOVE; J f I ]. , A o cel ,/ USE: UNDEVELOPED - ZONE G -I / / I z I AND MUST BE VERIFIED BY THE SITE: GONTRAGTOR PRIOR TO GOMMENGINGI'DLL__. .. _ . .... / EXIST NOOSED/BRU5H AREA I 1 .._........ Io , .. I I I %' ANY LAND D STUR ANGE OR SITE WORK, w / II 1 I f.fdil;-A Lu --i I ,Q) I _ kJ\ -C _'.. , G-3.) TOPOGRAPHY CONTOURS EXISTING GON®ITIONS OUTSIDE OF SITE LIMITS SHOWN A! .-' 11 y;t I I I HEREON WERE DIGITIZED FROM THE TOWN OF MONTVILLE GIS DATABASE w OW Ie.vEXI5T f , _„ __.:fj:j I J' r ARCHIVE PLANS BY UTILITY CONNDOT AGENCIES AND MUST BE VERIFIEDWELLi " F r . 11, o I ; ' PRIOR TO ANY LAND D15TURBANGE OR 51 TE WORK. 0- - ` , Q z I I jjI I f I I I I I G-4.) ALL EXISTING SPOT GRADES $ FROJEGT BENCHMARKS S IOWN HEREON WERE ESTABLISHED BY JAMES BERNARDO LAND SURVEYING; WATERFORD GT; AND584IT -02 E 400.42 J I f 5N_ N Oq-50'-36" E D I7 NGE 0R E 0RKIIIMUSTBEVERIFIEDBYCONTRACTORPRIORTOANYLANIDTURBADITW b . ....,. .. Q I ss. t .,- BGLG . _......_ I £ I : ' 4.o i `; - BGLG ' - I'I I i ELEVATIONS BASED ON ASSUMED DATUM REFERENCE. CONTRACTOR TO RELOCATE3183EX15TWOODED/BRU5H AREA _, _ s.r v { f G-5. i 11 9 '-T EXIST PAVED'DRIVE cA _ I ..( A _..:':'~'"I { ) G 11 /;` - -- - - - - -- rlLw o I I I I I I OR REPLACE PROTECT BENCWMARKS A5 REO'D. r _ LG - I "f -- 11= I _ F I- =-T=1 I x % G-() THIS SITE 15 LOBATED WITHIN THE "r, -I" COMMERCIAL ZONING ®ISTRIGT Or THE TOWNtv'.:r BGLG i : I,."° n _ A, ,}Y..,. I I I I .I I J,:r _ , I , f I MONTVII I E GONNEGTICUT; NEW LONDON GOON fY; PER ZONING REQS EFFECTIVE 10/I,/20I8. 11 P _. 1 . 11 VSs 3 T Q I I rel:! 1 o I w4: > ` I RD - I a I I I 1 i o G-1.) THIS 51TE 15 IDENTIFIED AS PARCEL MIO&/ 8055/ LOOO ; PARCEL ID # LO626600 ON THE9RD n 1a ' G) I BENCHMARK 1r . m; F n ,, 1' ..r LL1 pp t DW , , , r._v k o = 11 , ; I I r F MOT T SS REGORDS@----------, -W ' APPROX ._-- W W - q 14u. µ. c n 'i 1 MAG `SETI N SASE OF EX I I POLE GL $ P #b1435 WELL - - IST 2-5T / D ;I G-8.) PARCEL AREA = 50,221+/-5F (1.15+/ -= AG.). i$/ -141 _:: _ _. _. _ __ WOOD FR / ml BGS. ExIST ; j' ? EL. 142.00 AME / LG 1 ti TH15 SITE IS NOT LOGAT D WITHIN THE TOWN OF MONTVILLEDESIGNATEDBUILDINGOFR(5 `I ARD , SIGN I I II _ of (ASSUMED DATUM) 6_, ol) ti EX15T 6RAS5 AREA : SALES OFFICE -EXIST PLANTED AREA:-..._......_ ;::,D .._.._. _._.-.. "0 ; If COASTAL AREA MANAGEMENT (GAM) ZONE. k (} rl C 1', : i xulA5 \ i -If 1st FF EL. 14i _ , G .,Y G-10.) THIS SITE CONTAINS NO KNOWN AREAS OF REGULATED FRESHWATER INLANDWETLANDS. t., ' s f - - .-- g 4O f, _ I . - a zr., a ,f:, i n,.' .. _.... _.. rWI .- -' _. - I j s ST \` \' rL;'a Lr. - w [[ td+:_ tet : . ° B5MT EL. 131.00 , ExiSr . 11 \ L I; j II 11 '- : a I ' / AP G-1 I. THIS SITE I5 LOCATED WITHIN FLOOD ZONE X ; OUTSIDE OF ANY 100 -YR FLOODPLAINf, I ) a` T ` e _ E --- _ _ P OX XIaT U/G ELEG GUY r; =141.1 a. AREA -135/ 5F1VME, ;n \, - ' -.-_ 3 i - E I - -_ -- i_--. r L$P PER FEMA FIRM CMP 01011G0551G; NEW LONDON COUNTY' MAP REV. Ol/18/2011. E.O.P. i Ku "/////r l4 1 4 r ;,ai,;l43I / ; eco` / 455 Q c \, :,. •\. , I G®12.) THIS SITE 15 NOT LOCATED WITHIN ANY WATERSHED AQUIFER PROTECTIONZONE. b F I/ I, EXI PAVED DRIVE FxlSrGONGSAD f okm 11` I; I b.' \ 's 1'Il: `'41.` i'= s s s S 5 - s s I-. --l;c r I 11 1 G-15.) ALL UNDERGROUND 4 OVERHEAD UTILITIES SHOWN HEREON AREAPPROXIMATEIIMILL R A ''S : 1.' E.O. -EXIST 6" PUG SAN C.O. /It,, ` I;l I AND MUST BE VERIFIED BY CONTRACTOR PRIOR TO GOMMENGING ANY SITE WORK. La ,_• s 0 S=0.012+/- - - } I f( { I I THE ENGINEER MAKES NO STATEMENT WARRANTY 0R GUARANTEE TO THELOCATIONI6MEADOWLANEI ec 1!::.. s t :: - :1 '. _.....:.........._ ...._. _ / = I O , I SIZE, QUANTITY, OR CONDITION OF ANY EXISTING UTILITIES SHOWNHEREON. PARCEL I ®0624 00 s , _ a s , ..._ QI, 5 N l Xl T GRAS AREA ! ,m [_ , i I cn - - I p / to D : rr I I ' ir.... . USE: IcFAMILY HOUSE I;I- I IIo s Iy: / Q \' -- --- o x .- 1 G-14.) GONTRACTOR MUST CONTACT ''GALL BEFORE YOU D1G" ORGANIZATION ZONE R-20 O > kL . o ..... _.111 ?` If I DIAL "all OR I-bOO-`122-4455; AT LEAST (1) BUSINESS DAY5 PRIORTOPOLE . ',`_, t x ., z... g Ti.. ,a _ I... c.y i TO COMMENCING ANY SITE WORK DRILLING EXCAVATION OR ANY OTHER 1I a Nom '' .,- ,e,.d,,,,. s +;D: • E.O.P. \ :;j~I.fI I:' I / ! THR Q 14, 1335 s'o Fj i'1 k vb. 2 A ; _ Y o BGLG I; * lura- E.O.P. 111I 15" RCP 1 I SITE SURFACE DISTURBANCE ON OR ADJACENT TO T I IS RROJECTSITE. u cp UTIL - - - P05T :^> dA rte- - - - ..._.. y __\ G-1.) ALL PROPOSD NEW UTILITY SERVICES TO THIS FROJEGT SMALLBE14D.0 - \ .1=.c BGLG a.2 N81-32'-5" O21 ,so e. r `I W 150. 1w1- _WH_, h, ;,, W - INST?L LED UNDERGROUND UNl E55 OTIHERWSEw5fE: imI \ 1/ --- _ s I rn INOTED. w 1. I Iw W Iy.r ,Izr , ---+.-._xlST GRASS IAT WTR DUG T r4 - A5 ARP G B E T E CONTRACTOR MUST COORDINATE ALL UTILITY SHUT -OSF / j - - G Io.) LI A L H -OFF 13".3{' a3q. I 1 _ j o ABANDONMENTS NEW CONNECTIONS INSTALLATIONS WITH THEAPPROPRIATEt 13iI, 1 /. i I BGLG io i o+ ...__ ' k I b: 1 I; p1111fI ' I i .Irrlb.5` UTILITY COMPANIES, BEFORE $ DURING ANY UTILITY WORK ON THISPROJECT. II = i I l I I I I I i I : . 11 I I ; III - I r.w ; YO OD I NG5 + 10 I I rn 11 I F FII;.1r j : I ; ® 1 _ I G-li.) PUBLIC WATER 5_R lIG_ GURR_NTLY SERVE T II SITE NO GWA GES ARE PROPOSED. 2260 ROUTE 52 r J ,_,_J`, 1 III : N I =. M70 I ;_ I 1 'I I II1 I PARCEL ID L0626600 : I I 1 I 1 c 1 -° cwt G -lo.) MUNICIPAL SANITARY SEWER CURRENTLY SERVES THIS SITE. NO CHANGED TOTHEI - F N;', 13' s-, , 1'/ I 1 I13%3.r . !I I f O , 16 r USE COMMERCIAL ZONE CmI EXIST SAN lG TAP, IN STREET I PROPOSED. r K / o / F I z I1 , 1 i r v I1111 I/ Y AREAS 50 22/n5F (I.IS/-AG.) z :o MW III £ v m_Q) z 0-I1.) EXIST U/6EL ECTRIC/COMM SERVE THIS 51TE; NO cHANGE5 PROPOSED. f' ;: 1- . EXI5T PAYE® :. 2 -.T l l ' Ali f ` tr I - N Ir --(-- , w ,:. v, a I I I ' ,.. 1 r' r r^ r r rrI _ Trll PROJ GT ITc I NOTL OGATED ADJACENT TO OR WITHIN 500 FEET OFANYyiPARKINGLOTI # G- 20.) RE, R PAVED AREA = 1,10,0/- SF Mw Q = I (1 I X OTHER MIJNIGIPALITY. g :, r RO l `' w I I I j 19-) -9 ' I Iivrf 1< 3 [ > I I ,n o ALL NEW WORK WITHIN STATE rllGriWAY R.O.W. SHALL BE SUBJECT TO A GONNDOT 1, I w G-21.) i ; .1.0 -t 0 , % Q I I : I ' - C`I HIGHWAY ENGROAGHMENT PERMIT A5 ADMINISTERED BY GONNDOT DISTRICT II ( NORWICH). 0 1 ILUrIMI , 3.1 I' o I I _ _. _ GT WAR 5 !G So r S'' Q O-2) ALL NEW WORK WITHIN TOWN ROAD R.O.W. SHALL BE SUBJECT TO A PERMITFROM4lEXIST6RA LAWN+' ; ' ' LO GII 11J _- --- W u jyPlc. v . / 1` r. . ' . r _ter i 1 I `'- r 1 I i. ' I .W`l Z \ ' _____-_ w w W I I ! TOWN OF MONTVILLE HIGHWAY / DPW DEPARTMENT. r `' o r 1.F` _ \` \, Ir'' ! I G-23 INDTALLAt101 OF OIL SEPAi ATOR ASH SAY I HELT III i .) 4 W 5GH R6E5 TO SANITARY EWER TO 3E5U3JEGTwb.? 41.1 -- --_ - I I r £i445 GONG ;F 11.= _ I TO APPROVA! BY TIDE TOWN OF MONTVILLE WPGA. J I. J' ja ' .'_ _'_ TP e lSt b a EH. / /r'' ' ! 11VI r 1 . s }/ .. r yf is .. I ` l, t`,. / I 1 o U? : I. -, . v ;' I I -- .. f I lGL4PI : I MON WELL ,yAll + ' Ii I illOFFICE - o <j \ I . --- _ 8144If 1.I` '` ; o - 6WT EL. 127.5 ; ;/ 1! EXISTCONCRETE \ . n ks)wW rO /: f J, / o ,,, s n O r.% jl ; r ; ` PAD/SLAB AREA t d I I 1 UA . = _ LL . i kF)_ I : _ 11 1 I s'. j1. J Oi O EXIST I®FAM / ' €' ' w I o I1I <'' ° inl ( ` i l /' HOUSE / t , ,!>' & `' i :a-` 'S1 - - lil ; + : I +; ' m ¢.b E` \ ' 1 ; I / >. xr* r1n ,aa.sa 9 gYn a / ,{9 I ' (\ rf \ `LLI I I :/ lei i ,1 W ! f -A% iv, I ice- ; / " i 3 % m In 't - o I I T ; %;, 1 i,,} / ' zEX EXIST I -5T v , ( ' I , S S V ', ! is ` U I'- . 1 11 L - r M (HARD LLG o x I I 1S".-% m ' " m BLOCK BLDG .. f +1F o I o I ; 4 o AREA= 3230+/- SF o p-,/ 1. ',, I 0 1u I I = I 1.rr .a> ,,, : I,= , 2246 ROUTE 52 Mw I I f'' I s Iis - U v I I i .- r PARCEL ':I D MU626 00 ,,. ; i N /Ly 15.0 II01I ' r \ l I C®MM STJU1YII_GRIME DORJEE I$ t-? +1134.55.3, Y: I 11 0 SIDE I IJSE: AUTO GAL S/DERVIGE ZONE C i 1 1 i I ' x Pc "' ZQ® 1 13 b I i Ii i - 4 tl/ Q I i PI "' A[, 5 N _ / I O / , 1.... j'. : AREA= 2o. -DOI - rS f/% rit\ ` - r _ rh r. l. : - .1- 1---, - , _ %•%` ./.,! . --'/! i n /' %r i j /j :'.- rr %' .'! : 1 OLJS/ 11, GALLIVAN LANE I3 - rx15T 6R 7 AREA - -- - I7t PARCEL I D®062400 - - o 1R K r USE: I FAMILY HOUSE 111 ; .v 5 \___..._..._ - -- 7 U ) w/,. . f iIRI r M -a II ZONE R-20 ioEXIST .. I - DRIVEWAY ... ' .. V I i (n z c' .,, Cn i . \ \ !. ` i lSA 0' `^p/, m O y c MSVU. c r J' 1 / / i:'%. F f . - ' I I % i - N `--. " <x - e 9_ / i' , rY;i. '' I ,,.. r. rr' J- 4s•• r:. J i 0 t 1 1JL. U ': _ a, r: Y w( t. -A/-SJ _ i - TTONNXIS . Nz1 \, tii / . I} 9..N. / i _... T- _.__1 _..... _-. .J- '1 ; 311 .l: \\a\\ r: i = 1 o i _ GrROADENGROAGHMEJ;, -, 9Y ,.A'/'". \ Q i 4 . 11 N r,i J ? ` i W WTR `/G y STOP ' E: r r rl 6 l . .:: s- i //1l,V' i J / / / / / I°.? { \ J zc_. i i ! ' s a > x= A :1,_ , ; , . Y:r4..v EOP - /' / % .... I : ' - :> . \ . PR® JEGT 1 I r 3, \ , V I...li.:+ O , r , : , , \ 1 ; _ 't , g 3 ,' i £ ` M,Qhega,n, I ANEW I0 XIO TRIANGLE - j co / \ TRAFFIG , ` , / 3 1 T. J % 9 PALE - ; i / ,, :` ,n_s : w \ NORTH BROKEN PA\/CD I P .I ,,I . '_ B - ER OF PARGrI516NRoNv•. - ,..' GLG _.,•aw CORN 25 n \ o .COM II i - .a PR®JE TSITETribal, m I ih r. I N 81-33 -27 W a0 ., , ; - =' ' s ry. BE QUIT G_AIM_D ' r r oo Q. SIGN t i a TO Y i333a IO I cJ.-„• ':1.:;. 88-31-_3 N 150.0 ' E.+c`T DRf F1 I EXIST -STGR' 2 ,,. F \ TO TOWN OF MONTVIL_c OO ^ .: , _... _ 4 1ENAY - m; ; N z 2itMM I, S ; . BGLG' . i I I ) 11 r ERGIA_ ' 15 QUIT -CLAIM AREA = 50+/- F s 7 rm / I .c* S 0 . f, ,: 3: _ LC, 5 ^ BG lS1 ` tt, l. 11 i % . - ..•w; } ,rr A I 1-13\ a T EXI5T 10 I 11 ,-- SAN ^ { `, ,- = Irl Ir/ A- Gl j , /'/ / ' a: z ' ° w rl a z. Wlf... t,........ r z .. aZ ,,.,.v.:, n. .\ y'_.'--^` ..._,. .7.Vt ::^z,:, ;, W -s=n} - / i y-.r 3 . ..... r. w 1 ---.__ __ NIIEXI5TD ,» > al a a. /W - ------------_._-.. _. :5 , i _ Gj II / r/ _ DRIVENA,( :\ . t1e1 L LI Vfd1 (A T--_ W --_ _....... _ ,,,: :; _ , . : W _....._ 4 AA _. r ' 3?. it-- ---`> v 5 U6 Nz w - !w \ I<r9'.J:+ - ro,.-__ -- o t ^,t: 1A!__ `M 9 - I,:.,=. - I - t 1. - -' , .! ^< oc :.> . g:.c . ; .,:: <.axa\"c r ;. a<. <- a1 OP- - - - It -t1_ t - \ DR ;EXI5T GOMMERGh ITE L .AT I NINAP4- _ DENTAL OFr 1GE / z r - W_ : , 5CALE: NONE i 1, i1 i ' it Wk 10% 090, L ISEUuNou"'ITMIN PLAN ti1t11, ``. n-1 ,iii 1 ` 1 i i ,, ° '. t +. 1i 1 iii 1\ F ",:,: ;, , 1: 1 \'' i ; i /^$ j ! i I•` t`'r i 1 W t f t ILr 4 c Lsi . f)2 5 ry li. ia.1 L i/ i f, N u) ` 11 10 0 `-a u, C:/ 11! OQtoLQ00 TJ 11c o > , 0: C ,; i 4- t) 0 Z) - to ,', C 1 mea `. 01 Vo . L_ Zto ,_.. C n o . I .. - ry) 00 i J- Cn \. 4) U \. C n rr0f11",' N N r i/_, .., f 11 I 1, tta511 E1661111eF, t' If '® o, q,.-'..,• G 1 4 •, '• a m • s mn ,J,., R 4 4c c _ a®6, d'- V . p, a. lbw'14169996t}8 51 EDWARD H. WENKE III, PE GT PE # 16771 9-<tll ZQ z 1, D zzw1 9--I- v9Y wVY r_0 C9- wzw ylYO- vQOz-O z iY I-O XUA QQ ZC 9I-=UA Z W (3 W I- z N Z9-OKwE- xZ I- V_ 3I-W00))M(Q9L(tt1A 0 Z w- Z w 1 1-1-- 1 v_ Vzz-I VOww- AiI9~ z I-=-wlz- w-- A 4 Q4;_;11 CJ R VI IC) N LTR I DESCRIPTION DATE A/` PRELIM I55UE 05.01.20 FOR REVIEW B I55UE FOR 04.03. 20 I PZG PERMIT CL TOWN 5TAFF 05.18.20 REVIEW COMMENTS TOWN STAFF 05.21.20 REVIEW GOMMENTS # 2 GONDITIONS OF 06.02.20 SITE PLAN APPROVAL 8 I (-) iLd LL. LLJ 4L Iz 0 1_ heWL- IF 1- ca 0 U in z W C) 0 . _ J wLd 0® 0. 0- 0 i 9 w0 LL J 4 o- 0 Cf) LA CIO to Cu Cu Dwg. No. Am C mmwmm 01 SKEET 1 ' ® 1' Scale: Date MA C I 200 Project No. j ( 11 I m J - f \ II 1 . F`Ci r EXIST WOODED/BRl)5N AREA I I s - 0EMO c REMOVE / JI I , r r f , r, EXI 5T CANOPY ,= I Ika11 R IGLAND - u h`` I I cm J . IHELL ,>. I a iJ 4 D 6 I I 0- 5 11 c D6EXISTBLD(5, .....- . _. - s -..._.._... OR N I T EMA1 , IF4I -t ..: J ' N - - , 1111, 3183 : . GLC, 14 _+ BGLG I I EXIST WOODED/BRUSH AREA B ; I I ' ' EXIST PAVED DRIVE y 1 1 . I Imo. . tel} >. 1111--- .o , x IG i ' 1 5.h- BGLG I _ - I -) _11i G -_ I 42" 1,. -i ; P ._ _ 1111 ___ . _ _ ___. __ . / 14... s s11 1ST STEPS SAWGUT P T 1111 ten. ' i 1 0 4 +141. i "`I E z ABANDON r-- .®... _ _ _ _ e _. RD I * I I VM ' . 11.11 1111 _._ 1111 T GUTTERLINE GLOSS WELL 0 1111 ===- _w,_ wOX r nAPPRW / 44.x^ L': .i DREMAIN / 1 PER_CTDPH STDG I I / X 5T . 3 STRIP 4 REMOVE ALL W)=LL ,M r - EX15T II_ woos FR / BGLG,+ GRA55/TOPSOI L IY LY INW1111 - - " s16N l r ; ., .. SIGNrTOBEREPLACENEWBLDGFDN .-.I"< ; d _PROTECT TREE 411x y i" EX15T 6RA55 AREA / 14 -1---- - '-EXIST P_LART..E_D._ARE`- . .:..:.-_ _ - WITHIN TH15 AREA I LSALES OFFICE ': - 11" F X - n \. 111.11M I E LAVATION / , ITOREMAIN ;t„;:. r../ _ r. - - GLC, e y:. .._..._.. , i I t 31 11 a . c _ 1-10 1St FF EL 141,40 / B xr .at r Y-t^iI.-i. ; Y r. l i t T" .1/0 tSIll -...\, Y i , i. , , / GOING I I _. BSMT EL. 1 t. , s Y ` _ .".._.._. AREA=35 ri. ti. _ I /_ 5F EXIST TREE L&PaERDr k r, TO REMAIN L P M II M r"/ "' i41. SC . .'` / O.P. Iw.n / // r: ;.; \. l k:1+ " G 743 c \ ® 4 '; J 435 Q 1111 1111 __.. I>.;. RD z GONG PAD I I i ' ; ='... EXI5T GONG PAD °4 i.t,': i. i \ EXIST PAYED DRIVE -`'ter I Ld I, i'fi F Y'' \\\ , i ,, ix;('i I~r:l \ . I E.o P - a RET WALL I I S,WGUT PVMT I I r_.::., TO REMAIN I c _ _. _. _ ...._;a - I I T 6 TT IAUERlLNE c :4:.40 141. + /s = \ ._..:\ ; STR P MOV i ; vai. I '` ar \f ` qw` EXIT 6RA55 AREA r PROPOSED TEMP ON-SITE PROTECT EXI5T 15,500+/- SF Q , I I f .. i. h M SURFAGE DISTURBANGE EX15T SAN MH BIT. PAVEMENT ON-51TE X " I Iu, _ . I4I. • y , AREA m 43 500+/® SF (I.0 AG) DEMO REMOVE , -.1 - _ POLEr 3w PROTECT TREE l a: I ;v . SAWCUT.PVMT - + X335 h f - Tlrt . E.o.P. ALL EXIST CURBING +";j, -" • 0 : TO REMAIN AT GUTTER LINE% w lu.> . TYP (U.N.O.) BGLG .. I, i.c' E.o.P.:3 , I S" RGPf0 ----- 111 1111- -_ 411 zl r C+ - + -- \ + BGLG 1 3. Sp - TEMP CONSTRUCTION I., oµ`" '4' 1 I 111 :•iii,; y Sp fii 1. I ENTRY/EXIT DRIVEWAY _ / r o I l X 1 11- I,I- . a ;a- EXIST ..RA55 ISLAND D I I -' ti`I\", I f a BGLG =.3i. i ' , I'ruy + a . - 1111- I TLLI;:I .+ SAWGUT PVMT A I I ` NEW DRIVEWAY GONNEGTION- I 1 ; r ;. / - - MILL RE -PAVE .>Avf.2z: II 11 I,,{t< , REMOVE EXIST CURB , I : . ,. lz, o EX15T 18,100+/- 5Fxu, O MW I I '1. 11 "' I~'I BIT. PAVEMENT OFF-SITEiSTRIP4REMOVEALLEXISTPAVE7 03. - I I ;' I _ - 1 v DURING FINAL P lMT INSTALLATION1GRA55/TOPSOIL P>RKIN6 LOT 2} I -F+ WITHIN THIS AREA V '/ SF Mw-------- d .. c \ / / PAVED AREA = 18,-100`' - :' S.1;,0(D I I / / \... x" A! A \v / I .IW EX15T PAVED ,. } 11 I250LFTEMPSTAKED / LEAK -OFF r, Q I I . 11 EXIST 6RA55 LAWN xY ` ` I SEDIMENT FENCE ALONG _ 1111. w' _ s n._ > LIMITS OF SITv STRIP PLO .$ 6u o° I I II'" T ' . 11 IN A Ib " j1X31GRAD6DISTURBNCEJ , 3sIf` SET AT 5' INSIDE ,PROPERTY LINE HEST , , I I z.wN"K. 3 + 1 -I 45 oNG I .ai. t : IM,. 4 y. ,.... ,..,., t ( \ E 6 3 , x I - 3wV.:2 j/! , J/ //f, / f%'•/'/ f f' j 5.i / f J J' ,: I I fi J Il i ( rn r /' 1111 1111 . _ - - - v -. 3 OT -111H. lf ` 11 , I: I I 0 i 1111 - Q - 11 fI , I I GL4P f I } MON WELL ,A, I oFFIGE z o r I I T , 5744 II, 04i6WTEL. 1211 + -i O ° I EXfST CONCRETEI131 SLAB ARE J il\/ HOUSE / v I I X . I i I _ 1111 j` j I I @) ( ( EXIST I -FAM i r ! , lY o I > I i I , - 1: I ! ( I -) EXCAVATE REMOVE i IM 'f ,. b I ` ' 11 Q III \ I / ' XI T FILL DOWN TO I 13 a m m I m ; o I I TG,o %n I ELEV. 121.50 IN AREA OF v z _; EXIST I -5T v -i Io ,% ua v } i I Ii'%/ y v } BLOCK BLDG n Lu -13. a' , s;;» I //// m I PROPOSED INFILTRATION BED 1 f m '' J / fx, s I o I o AREA=5230+/- SF b m" 0 Lu I I I r=; Is.Om A 11 w I I Iwo a I 1, I MW D I I - -I 1 I u- Q II u j I I C /ST 1. x • 71-`, f o I - I ( I I X N/itl, 11 rr' f I ' , \ i3> "T EX15T 6RA55 ARE I : - = - Q , f /'' % ,f: i' D 0I , 4- p v / v O A 1, I1 I rv . I \ ,, I C I I iv . . 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ALL DISTURBED AREAS NOT COVERED BY BUILDINGS, DRIVEWAYS, ROAONAYS, OR PLANTING BEDS SHALL BE GRADED AND STABILIZED AS FOLLOWS: 5--1.) CONTRACTOR SHALL BARRIGr.DE AND APPROPRIATELY 516N ALL EXCAVATED a. PLAGE A MINIMUM OF 4 ING{HE5 OF TOPSOIL IN ALL AREAS. APPLY SITE PREPARATIUNVEAkwAVATION MOBILIZATION TES TRENCHES, TEST HOLES AND OTHER EXGAVATIONS TO PREVENT ACCIDENTAL LIMESTONE AND FERTILIZER IN AGCORDANGE WITH TEST RECOMMENDATIONS, FALLS AND UNAUTHORIZED ENTRY DURING THE CONSTRUCTION PHASE. b. APPLY RECOMMENDED SEED MIXTURE AT RECOMMENDED RATE. 5-1.) CONTRACTOR SHALL SECURE ALL NECESSARY BUILDING PERMITS INGLUDIN6 I A C. APPLY STRAW OR HAY MULGH ON ALL SEEDED AREAS. BUT NOT LIMITED TO CLEARING, DEMOLITION, SITEWORK, TEMPORARY 4 5-a.) ALL UTILITY SERVICES (,-,_RI A I UNDERGROUND TO THE EXISTING BUILDING ALL OTHER UTILITY SERVICES' SIDEWAL K CLOSURE SHALL BE SHUT-OFF 4 DISCONNECTED BY THE RE5PEGTIVE UTILITY COMPANY A5 MAY BE d. SEEDING SHALL TAKE PLACE BETWEEN APRIL I AND JUNE 151 OR 5'E C: 1: PERMANENT POWER A__ REQUIRED TO SAFELY PERFORM ALL PROPOSED SITE 4 BUILDING WORK. 15 AND OGTOER 30. SEEDING DURING THESE TIME FRAMES SHALL APPLYR.O.W. ENCROACHMENT, ROAD GUT AND ANY OTHER PERMIT THAT MAY APPLY. STRAW OR HAY MULGH AT A RATE OF 2 BALES PER 1000 5-. 5-2.) ALL PAVEMENT REMO\/AL WITHIN THE TRAVELLED PORTIONS OF ROADS 5-q.) CONTRACTOR SHALL BE RE517ON51BLE FOR PERFORMING ALL SITE 4 BUILDING A5 SHALL DE SAWGUT SMOOTH WITH TRUE STRAIGHT ALIGNMENT. RELATED NORK IN SUCH A MANNER 50 THAT NO UNREASONABLE DISTURBANGE, I THE SEEDING IS APPLIED OUTSIDE OF THESE TIMEFRAMES, THE AREA5 PARKING ARE SHALL BE STABILIZES WITH STRAW OR HAY MULCHING A RATE OF 10 LBS.11000 SF. 5-3.) CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF ALL SURPLUS DUST, DEBRIS, DAMAGE OR INJURY OCCURS TO ADJAGENT PROPERTIES OR MATERIAL OFF SITE. ANY ITEMS/MATERIAL TO BE SAVED FOR FUTURE RE -USE THE GENERAL PUBLIC,. j ALL AREAS THAT HAVE BEEN DISTURBED BY GONSTRUCTION ARE TO BE SEEDED SHALL BE REMOVED 4 SNORED SAFE SEGURELY OFF-SITE. PROTEGT FROM DAMA6E. 5-10.) ALL WORK NITHIN THE 5TREETLINE rR.O.W. Or PUBLIC ROADWAYS INCLUDING WITH "FUTURA 2000" BY THE CHAS G. HART GO., CONTAINING THE FOLLOWING PVMT DEMO OR REPLACEMENT' UTILITY VARIETIES OF PERENNIEL GRASSES: FIESTA 11 BLAZER 11 DASHER II AND EXPRESS. ASIDEWALKCLOSURES, PEDESTRIAN RE -ROUTING, EXPRESS. 5--4.) ANY REMOVAL. ITEMS THAT MUST BE SAVED FOR RE -USE SHALL BE REMOVED 4 REMOVALS OR INSTALLATIONS, STRIPING AND TRAFFIC SIGNAL WORK SHALL SEEDING RATE OF 5--1 LB5 PER ACRE 15 RECOMMENDED. HANDLED/STORED IN SUGH A WA( THAT DAMAGE TO THE ITEM 15 MINIMIZED. BE SUBJECT TO THE REVIEN, APPROVAL, PERMITTING AND BONDING REOUIRMENT5 5-5.) CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE PROTECTION OF THE TONN OF MONTVILLE DPN AND THE GONNDOT D15TRIGT 2 OFFICE. 5-5.) GRADED AREAS STEEPER THAN 5:1 SHALL BE. SEEDED WITH REED CANARY AGAINST DAMAGE TO ANY ITEMS THAT ARE TO REMAIN, AND SHALL BE RESPONSIBLE ASHALL DE FOR PRO /IDIN6 ALL NECESSARY 6RA55 (0.45 LBS/1000 SF) AND REDTOP (0.10 L55/1000 SF); OR TONN THE CONTRACTOR E. Rr _ REPAIR AND/OR REPLAGEMENT OF ANY ITEMS THAT ARE TO REMAIN/BE RE -USED. 5-11•) 1 r r \ ENGINEER APF'RO/ED EOUAL; AND ST'ABLZED WITH JUTE NETTING. TRAFFIC CONTROL INGLUDIN6 FLA6PER50N5, BARRIERS EENGING BARRICADES, 5-.) MULCHING SHALL BE APPLIED IN THE FOLLOWING MANNER: SPREAD MULGH BY HAND6.) GC7NTRAGTDR SHALL_ RESPDNSI LE FOR (N TALLINC D QIJATE 5-12.) 5I6NAGE TEMPORARY LI6HTS, ETC. DURING THE DEMOLITION AND/OR GON- BARRICADES, FENCING, SIGNAGE 4 SITE SECURITY DURING AND AFTER WORKING STRUGTION PHASES OF THIS PROJECT. OR MULGH BLOWER. PUNCH MULGH INTO SOIL SURFACE WITH TRAGK MAGHINE HOURS. CONTRACTOR SHALL PROVIDE AND INSTALL ADDITIONAL SECURITY GONTRAGTOR SHALL PROVIDE ALL NEGE55ARY EXAVATION SHORING, TRENCH BOXING, ETC. APPROXIMATELY 2"-3" TO ANCHOR INTO SOIL. AND SAFETY MEASURES TO ENSURE THAT F'UBLIG SAFETY AND PROJECT 5-13.) OJECT. TO PROTECT WORKERS FROM INJURY AND ANY ADJAGENT UTILITIES FROM. DAMAGE. 5-B.) .WHEN ALL AREAS ARE STABILIZED, REMOVE ALL EROSION AND SEDIMENT CONTROL SECURITY 15 MAINTAINED AT ALL TIMES DURING THE ENTIRE PR NO NORKER5 SHALL ENTER INTO OR WORK NITHIN UNPROTEGTED EXCAVATIONS. DEVIGE5 AND DISPOSE OF ALL AGCUMJLATEP SEDIMENTS ATA PRE -APPROVED LOGATION. ALL SAFETY AND SECURITY MEASURES SHALL BE MAINTAINED 1N ACCEPTABLE 5-0.) ALTERNATE STABILIZATION MEASURES FOR SMALLER GRASSED AREAS MAY INCLUDEOPERATINGCONDITIONDURINGTHEENTIREDURATIONOFTHEPROJECT. 5-I4.) ALL UTILITYITY AND DRAINAGE CONNECTIONS NITHIN THE PUBLIC. R16HTS-OF-WAY SHALL BE IN AGGORDANGE KITH ALL CONDITIONS - REQUIREMENT5 OF THE RE5PE6TIVE INSTALLATION OF AN APPROVED 6RA55 SOD/TURF. TOWN, STATE PERMITTING AGENCIES. UTILITY GOMPANIE5. Su"IL EROSION & 1 3-I.) DISTURBANGE OF SOIL SURFACES 15 REGULATED BY STATE LAW. ALL WORK SHALL GOMPLY WITH THE FOLLOWING CRITERIA TO PRE - ENT OR MINIMIZE SOIL EROSION AND/OR SEDIMENTATION. 3-2.) THE INSTALLATION i CONTINUOUS MAINTENANCE OF EROSION GONTROL DEVICES 15 THE RESPONSIBILITY OF THE PROJECT SITE CONTRACTOR. 3-3.) THE CONTRACTOR SHALL USE THE GONNEGTIGUT GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL - 2002, OR LATEST REVISION, WHIGH SHALL BEGOME A PART OF THIS PLAN. THE GUIDELINES MAY BE OBTAINED FROM, THE CONNDEP PUBL.IC,ATION5 500K STORE;; HARTFORD, CT. 3-4.) THE GONTRACTOR SHALL INFORM ALL GONSTRUGTION SITE WORKERS ABOUT THE MAJOR PROVISIONS OF THE ER05ION CONTROL PLAN AND SHALL REQUIRE THEIR GOOPERATION IN AVOIDING THE DISTURBANGE OR DAMAGE TO THESE MEASURES. 3-B.) THE GONTRACTOR SHALL BE RESPONSIBLE FOR THE TIMELY INSTALLATION, INSPEGTION AND REPAIR OR REPLACEMENT OF EROSION GONTROL DEVICES TO ENSURE PROPER OPERATION. 3-6.) THE CONTRACTOR SHALL I NSPEGT AND REPAIR EROSION AND SEDIMENT CONTROL DEQ/IDES AT THE END OF EACH WORKING DAY AND AFTER EACH STORM. 3--1.) THE CONTRACTOR SHALL RESTORE DISTURBED AREAS AS CLOSES AS POSSIBLE TO THEIR ORIGINAL GONiDITION. 3-15.) THE GONTRAGTOR SHALL NOTIFY MIKE POST HERE I NAPTER. REFERRED TO A5 THE "OWNER", OF ANY UNSATISFAGTORY EROSION OR SEDIMENTATION GONDITIONS NOT 'GONTROLLED BY THIS PLAN AS THEY MAY ARISE; AND SHALL INSTALL ADDITIONAL MEASURES AS MAY BE DIRECTED BY THE MUNICIPALITY. THE OWNER MAY BE GONTAGTED AT .360-105-1611 TO REPORT ANY EMER6ENGY SESG SITE GONDITIONS. 5-q.) FIELD CHANGES TO THIS PLAN SHALL DE MADE ONLY WITH THE NRITTEN GONSENT OF THE: ENG I NEER AND MUNICIPAL APPROVAL. 5-10.) AGGUMUL ATED SEDIMENT REMOVED FROM EROSION CONTROL DE\/- GES SHALL BE SPREAD AND STAB I L I ZED 1N LES/EL, EROSION RE- SISTANT LOCATIONS AS GENERAL FILL WITHIN LANDSGAPE AREAS. 3 -II.) ALL DISTURBED AREAS NOT GOV'ERED WITH IMPERVIOUS SURFACES, HOUSES OR MULGH SHALL BE PLANTED WITH GRASS ON 4" MIN. THICK- NESS TOPSOIL LAYER AND PROTEGTED WITH MULCH ANCHORING. 5-12.) REFER TO STAF-3I L.I ZATI ON NOTES SHOWN ON THIS SHEET. 5-13.) MULGHING: IMMEDIATELY FOLLOWING SEEDING, MULCH THE SEEDED SURFACE WITH STRAW OR HAY AT A RATE OF 2 BALES PER 1000 SF. SPREAD MULCH BY HAND OR MULCH BLOWER. PUNGH MULGH INTO SOIL SURFAGE WITH TRACK MACHINE APPROXIMATELY 2" TO 3" TO ANCHOR SECURELY INTO SOIL. 5-14.) ANY EXISTING OR PROPOSED STORMWATER DRAINAGE STRUGTURES WHIGH MAY BE SUBJECT TO SEDIMENTATION, I NGLUD I NG GATGH BASINS/CRATES, INLET/OUTLET STRUGTURES AND OUTFALL AREAS SHALL BE PROTECTED THROUGHOUT THE ENTIRE GONSTRUGTION PERIOD. THE CONTRACTOR SHALL ENSURE THAT ANY DAMAGE, SEDIMENTATION OR OTHER CONSTRUCTION RELATED DEBRIS SHALL BE REMOTES, GLEANED AND/OR REPAIRED FOR ALL GOMPONENTS OF ANY STORM DRAIN OR OTHER PROPERTIES AFFECTED BY THIS PROJECT. 3-I5.) ALL HA DALES SHALL BE TOED INTO EXISTING SUBSTRATE SOILS AND STADILIZED NITH STURDY STAKES (TWO PER DALE). 5-16.) ALL TEMPORARY SOIL STOGKPI LE AREAS SHALL BE PROTEGTED KITH A RON OF HAYDALES OR SEDIMENT FENGE AROUND THE TOE AND SPREAD HAY MULGH AND WOVEN NETTING (OR EXGELSIOR EROSION CONTROL MATTING) WHEN LEFT EXPOSED FOR LONGER THAN 21 CALENDAR DAYS. 3-1-7.) UPON PROJEGT COMPLETION, ALL DISTURBED AREAS OTHER THAN THOSE SPEC,I F IED ON THE SITE PLANS, SHALL BE TREATED WITH AN APPROPRIATE SEED MIX TO EN5URE PERMANENT STABILIZATION. r,l I TEMPORARY SE5G CONTROLS SHALL BE MAINTAINED UNTIL EX- P05ED 501 L5 ARE 5ATISFAGTORILY STABILIZES. 5-18.) SGHEDULE AN. INSPECTION BY TOWN STAFF OF ALL IN-PLACE SESG MEASURES PRIOR TO ANY SITE WORK OR SURFACE DISTURBANCE. SOILEROSION CONT L NAATN'T 4-I.) TH15 PARCEL HAS (1) EXISTING BUILDING, NALK5, RETWALL $ PAVED PARKING AREAS. PROPOSED ON-SITE SURFACE DISTURBANGE AREA = 43,500 +/- 5F (1.0 +/- AG). DISTURBED AREA CONSISTS OF PREVIOUS PAVED AREAS $ GRASS LAWN AREAS. 4-2.) THE PARGEL 15 ADJAGENT TO DEVELOPED COMMERGIAL USES ON N, 5 $ E SIDES. EXIST I -FAM RESIDENTIAL USES ACROSS MEADOW LANE ON WEST SIDE. 4-3.} 501L TYPES ON THIS 51TE ARE CLASSIFIED BY THE USDA/NRCS AS FOLLOW5: UNIT 44306 - UDORTHENTS URBAN LAND COMPLEX (UNGLA551FIABLE) UNIT n21B - A6ANAM FINE SANDY LOAM; 5% to o% SLOPES; WELL -DRAINED; HSG "1311 4-4.) THE ESTIMATED GONSTRUCTION DATES ARE:- GOMMENGEMENT: JUNE 2020 COMPLETION : APRIL 2021 (EST DURATION = 10 MONTHS). . 4-.) THIS PROJECT 15 PROPOSED TO BE GONSTRUGTED IN (I) PHASE. 4-6,) SITE CONTRACTOR SHALL INSTALL HAYBALE, CRUSHED STONE OR SILT-SAK PROTECTION AROUND ALL SITE CATCH BASIN5 AS THEY ARE INSTALLED. THESE PROTEGTION DEVICES SHALL BE MAINTAINED IN A GLEAN AND FREE FLOWING MANNER DURING THE ENTIRE GON5TRU6TION PERIOD, UNTIL FINAL PAVEMENT/SITE STABILIZATION HAS OCCURRED. THE GONTRAGTOR SHALL REPLAGE/ADJUST THESE MEASURES AS NEEDED. 4-1.) THE GONTRAGTOR SHALL PROVIDE ADEQUATE FAG I L I TIES AND EQU I FMENT FOR DUST GONTROL DURING DEMOLITION PHASES THROUGH CONSTRUCTION PHASES. DUST CONTROL SHALL BE A PRIMARY GONGERN AND SHALL BE ABATED KITH ADEQUATE WATER TRUCKS AND CONTINUOUS WATER SPRAYING OF DEMOLITION OPERATIONS AS MAY BE REQUIRED AND/OR DIREGTED BY TOWN. 4-.) UNVE5ETATED AREAS SHALL BE TREATED AS MAY BE DIRECTED BY TOWN STAFF OR SITE ENGINEER OF RECORD TO CONTROL DUST AS MAY BE REQUIRED. 4-q.) THE AREA5 OF MAJOR IMPORTANCE FOR SEDIMENTATION $ EROSION CONTROL FOR THIS PROJEGT I NGLUDE, BUT NOT LIMITED TO THE FOLLOWING: ALL fn IMMEDIATELY DOWNGRADE OF EXGAVATION5 OR ANY EA,QTH GUTS. ALL ADJAGENT PROPERTIES; Al L STORM DRAINAGE INLETS (GB's, MANHOLES, HEADWALLS, ETG.) . GRADED DIVERSION SNALES ALON651DE FILL5 GUTS (IF USED). ALL ADJAGENT ROAD GUTTERS AND R.O.W.'s. 4-10.) THE CONTRAGTOR SHALL PROVIDE ADEQUATE FACILITIES AND EOUIPMENT FOR EXCAVATION DE-NATERI NG AS MAY BE REQUIRED. ALL DE -WATERING METHODS 5H; LL BE REVIENED AND APPROVED BY TOWN STAFF PRIOR TO IMPLEMENTATION. THE CONTRACTOR SHALL NOT DISCHARGE ANY SEDIMENT LADEN GROUNDWATER TO THE STORM DRAIN SYSTEM; STREET GUTTER OR ADJACENT PROPERTIES. SOIL EROSION 4 SEDIMENT CONTROL PLAN CERTIFIED BY THE TOWN OF MONTVILLE PLANNING ZONING G - MMISSION 4 4 O&( . 1;?4 . CHAIRPERSON DATE APPROVED 5Y THE TOWN OF MONTVILLE PLANNING i ZONING COMM 1 S51 ON 41-11 ", . / t It Iec,4,, (4. 0<49- cv- - GH ` IRPER50N DATE 4 LO; a ; U) .a 6 ® , U 11 : 3fIt t 0 Ln I I' ll o in C 0 ;3 4) V \ o c U CIL V o xLZ > M LL- . y - IjI : CLU I a u - L_ o C v - M0 a- O f I M as Ii N \ . 0) x 0 _. u m \ F I I" f I, U B I 1,' r neeaaqffe p® o . .°; p A r e m S o - C 1 - a °. "" {a40u m C% - 10119hN X110011 EDWARD H. WENKE III, PE CT PE # 16771 f_<YzQ}- z t0)f- z wt Of z t- wtY Qv<<t-V_LLzw I UA w0V O vQozoo°° xozw QLu 1-z "Qto xz w0 0I_ ,ZV ::Fzkb zI—F- z1-O wi-xz hAO "D OD :z _ - tY Lu7-vz_ xUAwHAtiitsv[LG-1tYIKQ- Z C w'=--A 0 0 0 v :E F_ Rr z :E_ L z40Q4kDz0c6KLugn0 REVISIONS LTR DESCRIPTION DATE PRELIM 155UE 05.01.20FORREVIEW 155UE FOR 04.05.20PZGPERMIT CTOWN STAFF Ci05.15.20REVIE11GOMMENTS TOWN STAFF 05.21.20REVIEWGOMMENT5tt2 EGONPITION5 OF 51TE PLAN APPROVAL 06.02.20 0 CID I 0 1 LLJ 0 Z IL z s 0 0 04d z I:. a- t-- Ld 11--' UW 0 ® I uJ 0 w LLJ a_ ® C) _J w a- w x I Cu LL. CL to Cu Cu Dwg• No. Cmmffdm= 0 2 SriET 0 Scale: A S iO{N Date MARCH 2020 Project No. L )nn7ri) 3ER i SNE e< 4,500 OU5Ea F DRIVEWAY NOT FOR PUBLIC USE OR FOR TRU-SITE TRAFFIG E . INSTALL PIPE 5WIN6 6ATE ON P05TS T TO BE KEPT CLOSED AT ALL TIMES. y F END OF NEW VINYL 5TOCKADE FENCE ADJUST AL16NMENT OF NEW I VINYL STOCKADE FENCE I IN WAY OF EXIST CEDAR TREES TO REMAIN EX15T WOODED/BRU514 AREA N / F SAMUELS MONTV I LLE LLG 226b ROUTE 32 PARCEL ID#T0626100 USE: UNDEVELOPED - ZONE I # EXIST WOODED%5RU51i AREA IIh EXI5T WELL y" 1 ico Q # dLLJ N Q i 5 54-17'-02" E 400.42' q NEW BGLG n EX15T WOODED/5RU5H AREA O WHITE PAINTED STRIPES \kC It v q ONE-WAY m NEN HG RAMP (I) PATRON SPADE ONE-WAY - o # 1 INEWBGLGL1 A -N I I NEW 5'W GONG WALK i , 1 NEW 6RA55 LAWN SIG RAMP I NEW 6RA55 LAWNDOWN V" 65'215 RD fids J ":•." . .. :. ".,' # z # # SNOW 5TORA6E)2i.3 c 4 n EX15T 2-5T `, o, .:"...'., I 201 1 PROP05ED 1-5TORY WOO NEW S16N IO I # 6 1 DUMPSTE D FRAME ... o f R # m 5TL BUILDING ADDITIONPAD q BUILDING <e. 3 51ON E # iAUTO5EfiVIGESALESOFFICE1 :r —I ` 2,1115+/- 5F 3 ; : ,:; ' - NEFIR BGLM N rl it 3 I5t FF E It r, 1=FL. 13x.0 L. 14.40 x s otis: ` ` :J- 3 ta lr; _ , — _ ( 2) AUTO WASH 2 / BSMT EL. 13.00 co s01BAYS () AUTO 5VG BAYS Nc ww EX T InGONGAPRON e R AREA=a35+/= 5F EMAI qj GLOPNEWBGLG L$ F ' I RD AL AE 15T NTE O NEW W GONG APRON exisGONG PAD I ND T AIN s ,' ONE -NAY J I CLI A in »gin (4) PAI RON SPADES ONE-WAY S) NE -WAY ®I ! 1L v # Iw GLC (13 NEw — I4) tEHIGLE SERVICE (4) VEHICLE E m ) VEHIGLE DISPLAY I o l ® fNOTSTRIPEDNOTSTRIPEDNOT5TRIPEDq - ----' _ _ I R cyri , -- PA STOPI BAR ,,, 4/ 1 OLE T,OF' LETTERS I # I O < I I- 8' ! i q i i i j i iX335 'Q ;fi ; _ G;;" v" END NEN o - E i ,I i # ;, r0 i ; I ' IG ARROWS ' I Ike BGLG I I I E I= l } 1 I NEW BGL I j i ' cp o , 1 i I PI IJ40I I N 31-32'-5q" W 150.02' t.._ .......... t_......: _......... DRIVE BETWEEN PARCELS I I # REF) I GRASS LAWN IE55I5LAV_ ( # NEW L 16HT ! # EXIST FRONTAGE Z IPOLE 1 j ! ! # CEDAR TREES UA x" i I I f I i i TO REMAIN (TYP) o - Ir NEW CRUSHED STONE ,... t I 1 EXISTING MUNIGIPAL SAN SEWER SERVIGE TO REMAIN O ot i z < v Q < to - o i K W o O s r 51 ry'WH TONERSURFA I LTR I PROPOSED ORK FOR THIS APPLICATION: 1 1 I iGEt 1 o s EXISTING BUILDING TO REMAIN (REMOVE DRIVE=THRU AWNING) PRELIM ISSUE U FOR REVIEWtIj , f I II 5 Oct 1! I t! 1! i j I Ut!I L!!:j ;..1.0 rr LL —r = CONSTRUCT A NEN I STORY 2,1(50+/3 5F METAL BLDG ADDITION z z 04.0 .20 w EXIS # 5TORA6E _ _..._..........._......_... J T PAVED I OTFPARKING ! I F 1 PAVE I Is' D AREA = ! O / 5FnY 30 '( A 0 _ _..._....._. ._ . _...... __ ; . RE -PAVE 3'W o a0 + - ? I e i ( I PAVED LE*,'-OFFm0FF Q S o I i EXIST 5RAS5 LAWN; ` I GUY u O Z _ 5 , . 1 r" o I'1ELT I / 45 GONG u. - V • ..o 5T,5 i V + //,._..,... l .. T5EX1 RA I . NEL1HT O kD IH; ' Z < ° POLE II# T T LP. OFFICE .-_.... _ EXIST GONGRETE _ _-........_ SLAB AREAPAD 1 ia f,. I_ i f? I O I O IEX15T1 -FAM v zg LIAHOUSE _.......... _'_.... _ _...:_......... ... ' "% o 1 ctl e Z i V j - jEXIST (-5 I v ',r BLOCK BLO6 > Y LLG - r CQf ! J M I NARP L#a:s • O j rq o AREA=3230+/- 5F o iu . I 1'; 2246 ROUT 32 \ 062PARGELID* M 600 i lGHIMEDORJEE4SIDEU5RV _ i SANG I . _..... . f250+/SF P• AUTO SALES/5 ICE- ZONA G \ LAMO KALr .._._ 35.5 + :. I - , I ARE .26,FI SAG •) 0 A6 0 '•. 11 GALL IVAN LANE 0 _ EX15T '"" I PARGEL 0#00624100 2 T- _ ....... _ _.............. _. i USE: ImFAMILY HOUSE NEW GRU5HED. STONE " 0 REMOVE EX15T =` I s 5, `I EXIST DRIVEWA ZONE R-20 r <O AINTED-5T6 BAR — _ _....... S W TD® Y G_DAR IF IN V, = I F NE SURFACE ' WAY OF NEW FENCE J STOP LETTERS c c . TRAi 6-ARROWS . Q I c h.1.. NDN BGLG ;; \ pLo EXISTIN6 TOWN sp --; ROAD ENGROAGHMENT d — / f / < r ;., ,. r ,' STOP_IF AREA — 30 5F / BELT ('% y\r J !I O q33 ,.. O , <- f , ; ' j1. ,_ cr EOP . NEW IO'x10' TRIAN6LE %/ I -w- dO1S m TRAFFIC, r SIGN: - BGLG ,' c, POI -- y BcLc CORNER OF PARGEL 6RA55 AWN TO BE QUIT -CLAIMED xr n \- NSI -33'-27° N a — n a IO oS-31- 3 W 150.04' EXIST ORIVENAY - -OTOTOWNOFMONTVILLEOO END OF NEW BGLGQUITCLAIMAREA = 50+/- SF VINYL 5TOGKADE FENCE 4a' DRIVE THROATMumG+ Qs HIw LLIVAN LAN0% u s— _ ___ EZONE EXIST DRI\/EwAY N / N / F OALL I VAN PROPERTIES LLG SNET MONTV I LLE AMERI GAN 740 14 GALL IVAN LANE d LITTLE LEAOUE I NG -_I PARGEL IDM0601100— Q- 10, 6ALLIVAN LANE E: MIXED USE ZONE Gal PARGEL I DMO60I200 U E: ATHLETIC FIELD ZONE 05 a PKuPOSED SITE LAY'U'UT PLA SCALE: 1 " = 20' 0 20 40 60 100 PROJEGT NORTH lj EX15T DRI`IENAY N/1= JALLO LLG 2230 ROUTE 32 PARGEL 10'400601000 USE: AUTO SERVICE ZONE C -I 0 r' EXISTING CEL DESCRIPTION: Z PARGEL WAS PREVIOUSLY DEVELOPED WTH I I/2 STORY WOOD FRAMED EXIST I -FAP( 0 co 16,000 +/_ SF BIT PAVED DRIVENAY I$ PARKING AREA°n x" i Qcy(o1— J - Ziu ° - v - `n _ x,000 +/_ SF 6RA55/5ARE GRAVEL AREA ON SN PORTION t u >_u y z z ° z aK w f z 51000 +/= SF WOODED/BRUSH/YOUNG GRONTH ON NN PORTION lj EX15T DRI`IENAY N/1= JALLO LLG 2230 ROUTE 32 PARGEL 10'400601000 USE: AUTO SERVICE ZONE C -I 0 NEN ON-SITE GURBI NO 1500 +/= LF 0bi8cST, - ALL OTHER DISTURBED AREAS OF SITE SURFAGE WILL BE GRASS LAN%. I INSTALL NEN SEGURITY LIGHTING 51GNS $ P A - L NTI NGS o - INSTALL SGREENIN6 FENCE ALONG MEADOW LANE FRONTAGE I w z I - INSTALL SEGURITY GRAINED DRIVEWAYS OFF MEADOW LANE i GALLIVAN LANE Cn o_ " HAZARDOUS , do WASTE O Lu THE PROPOSED UTO ;= lieIoLAMOE3ILESALES $ SERVICE USES ON TIT < Cw -1 v o SITE HILL NOT OEENERATE, STORE, TRANSFER, HANDLE OR OTHERWISE u CREATE ANY HAZARDOUS WASTE OR MATERIAL AS DEFINED E3Y THE o . I ' USEPA, OR BY SECTION 3001 OF THE RESOURCE GONSERVATION 4 RECOVERYIn AGT, GONNEGTIGUT HAZARDOUS WASTE RE6ULATIONS, THE FEDERAL TOXIG w dn IJBSTANG AGT OR THE TOXIC SUBSTANCE CONTROL ACT, WITH THE - FOLLONIN6 EXGEPTION(5) : ® CL. EXIST 2-STORr MOTOR OIL: USED MOTOR OIL FROM SERVICED VEHIGLES WILL BE HANDLED, STORED 4 0 0 I DISP05ED OF IN ACCORDANCE WITH SEDT 22a -441(() -IIII GT®EEP HAZARDOUS WASTEGOMMERGIA_ IMANAGEMENTRE6ULATIONS. k cx W_ a_ 0. J POST—CONSTRUCTION REQUIREMENTS: 0. iL >- LIP' r. EXISTING CEL DESCRIPTION: CT PE # 16771 PARGEL WAS PREVIOUSLY DEVELOPED WTH I I/2 STORY WOOD FRAMED 2- z : 1-- 6i-- w Q - wo 6L 0 co 16,000 +/_ SF BIT PAVED DRIVENAY I$ PARKING AREA°n o 01-:JEXISTINGaQwoza , -!LA 1,00 / 5F LANN/GRASS/LANTIN BED AREA Qcy(o1— J - Ziu ° - v - `n _ x,000 +/_ SF 6RA55/5ARE GRAVEL AREA ON SN PORTION t u >_u y z z ° z aK w f z 51000 +/= SF WOODED/BRUSH/YOUNG GRONTH ON NN PORTION L W- x ° 0 w atil- EXISTING PUBLIC NATER SERVIGE TO REMAIN v z~z<[L EXISTING MUNIGIPAL SAN SEWER SERVIGE TO REMAIN O ot i z < v Q < to - o i K W o Ln• REVISIONS i r ; r- ` r ` i: , t, : i, LTR DESCRIPTION DATE PROPOSED ORK FOR THIS APPLICATION: o s EXISTING BUILDING TO REMAIN (REMOVE DRIVE=THRU AWNING) i l i I 1 PRELIM ISSUEU FOR REVIEW 0 5 Oct 1! I t! 1! i j I Ut!I L!!:j ;..1.0 rr LL —r = CONSTRUCT A NEN I STORY 2,1(50+/3 5F METAL BLDG ADDITION OF THE ONN_R, 365INNING THE FIRST YEAR PERIOD FOLLOWING GONSTRUGTION ISSUE FOR PZG PERMIT 04.0 .20 w Li GOMPLETION AGGEPTANCE, AND SHALL BE FOLLOWED EACH YEAR AFTER: U) xz —i V_- EXISTING BL DG PORTION USE TO BE AUTOMOE3ILE 5ALE5 OFFIGE. 1 STAFF— 05.15.20ffn LuCAO C, = NEW BUILDING ADDITION TO HAVE (2) AUTOMOBILE SERVICE BAYS REV WNGOMMFNTS I. DRAINA6E T OTHER PAVED AREAS: INSPECT ON A REGULAR BASIS NOT TO EXCEED WEEKLY CO 0 0.21.20DLU 2) ADDITIONAL SERVICE / NASR BAYS (NOT A GOMMERGIAL GAR WASI4). HASH BAY DRAIN TO OIL SEPARATOR TO DI5GHARI65TO MUNICIPAL SAN SEWER . REVIEW COMMENTS #2E FOR LITTER c DEBRIS. SWEEP AT LEAST TWIGE PER YEAR,WITH THE FIRST 0GGURRIN6 AS SON GONDITION5 OF 06.02.20 DOME5TIG PIJBLIG NATER SERVIGE REMAINS UNGHANGED. SITE PLAN APPROVAL A5 P0551BLE AFTER FIRST SNOW=MELT THE SECOND NOT LE55 THAN q0=DAYS FOLLOWING TWE FIRST. rCmm= 03 w MODIFY EXIST DRIVENAY GURB=GUTS TO GT ROUTE 52 KITH (2) 141 NIDE LO tD 87144 D I REGTIONALLY GONTROLLED I -NAY ENTRANCE $ EGRESS. s 11 OF SILT AND/OR DEBRIS. INSTALL NEN STORM DRAIN SYSTEM INFILTRATION SYSTEM INSTALL NEW BIT PAVEMENT FOR DRIVEWAY5, PATRON PARKING m 3. LAND56APE AREAS: INSPECT SEMI-ANNUALLY FOR ER05ION OR DYING VEGETATION. SHEET OF AUTO SERVIGE 4 \/EHIGLE DISPLAY/STORAGE SPAGES. REPAIR t STABILIZE ANY BARE OR ERODED AREAS 4 REPLACE VEGETATION A5 SOON a - MILL 4" OVERLAY PAVE EX15TIN6 ADJAGENT PARGEL (2246 GT ROUTE 32). Scale: NEN ON-SITE GURBI NO 1500 +/= LF 0bi8cST, - ALL OTHER DISTURBED AREAS OF SITE SURFAGE WILL BE GRASS LAN%. I INSTALL NEN SEGURITY LIGHTING 51GNS $ P A - L NTI NGS o - INSTALL SGREENIN6 FENCE ALONG MEADOW LANE FRONTAGE I w z I - INSTALL SEGURITY GRAINED DRIVEWAYS OFF MEADOW LANE i GALLIVAN LANE Cn o_ " HAZARDOUS , do WASTE O Lu THE PROPOSED UTO ;= lieIoLAMOE3ILESALES $ SERVICE USES ON TIT < Cw -1 v o SITE HILL NOT OEENERATE, STORE, TRANSFER, HANDLE OR OTHERWISE u CREATE ANY HAZARDOUS WASTE OR MATERIAL AS DEFINED E3Y THE o . I ' USEPA, OR BY SECTION 3001 OF THE RESOURCE GONSERVATION 4 RECOVERYIn AGT, GONNEGTIGUT HAZARDOUS WASTE RE6ULATIONS, THE FEDERAL TOXIG w dn IJBSTANG AGT OR THE TOXIC SUBSTANCE CONTROL ACT, WITH THE - FOLLONIN6 EXGEPTION(5) : ® CL. EXIST 2-STORr MOTOR OIL: USED MOTOR OIL FROM SERVICED VEHIGLES WILL BE HANDLED, STORED 4 0 0 I DISP05ED OF IN ACCORDANCE WITH SEDT 22a -441(() -IIII GT®EEP HAZARDOUS WASTEGOMMERGIA_ IMANAGEMENTRE6ULATIONS. k cx W_ a_ 0. J POST—CONSTRUCTION REQUIREMENTS: 0. iL >- LIP' EDWARD N. WENKE III, PE EXISTING CEL DESCRIPTION: CT PE # 16771 PARGEL WAS PREVIOUSLY DEVELOPED WTH I I/2 STORY WOOD FRAMED 2- z : 1-- 6i-- w Q - wo 6L BANK OFFIGE (VAGANT) WITH WALK= U- BASEMEN-. LoGOMMERGIALo 16,000 +/_ SF BIT PAVED DRIVENAY I$ PARKING AREA°n o 01-:JEXISTINGaQwoza , -!LA 1,00 / 5F LANN/GRASS/LANTIN BED AREA Qcy(o1— J - Ziu ° - v - `n _ x,000 +/_ SF 6RA55/5ARE GRAVEL AREA ON SN PORTION t u >_u y z z ° z aK w f z 51000 +/= SF WOODED/BRUSH/YOUNG GRONTH ON NN PORTION L W- x ° 0 w atil- EXISTING PUBLIC NATER SERVIGE TO REMAIN v z~z<[L EXISTING MUNIGIPAL SAN SEWER SERVIGE TO REMAIN O ot i z < v Q < to - o i K W o EXISTING U/6 PRIMARY ELEG/COMM SERVIGE(S) TO REMAIN REVISIONS i r ; r- ` r ` i: , t, : i, LTR DESCRIPTION DATE PROPOSED ORK FOR THIS APPLICATION: o s EXISTING BUILDING TO REMAIN (REMOVE DRIVE=THRU AWNING) i l i I 1 PRELIM ISSUEU FOR REVIEW 03.01.20 m o z - TOTAL ON-51TE SURFAGE DISTURBANGE = 431500 +/= 5F 03%) 5 Oct 1! I t! 1! i j I Ut!I L!!:j ;..1.0 rr LL —r = CONSTRUCT A NEN I STORY 2,1(50+/3 5F METAL BLDG ADDITION OF THE ONN_R, 365INNING THE FIRST YEAR PERIOD FOLLOWING GONSTRUGTION ISSUE FOR PZG PERMIT 04.0 .20 x o Q -NEW GRO55 BUILDING FOOTPRINT AREA = B,IIB +/_ 5F GOMPLETION AGGEPTANCE, AND SHALL BE FOLLOWED EACH YEAR AFTER: U) xz —i V_- EXISTING BL DG PORTION USE TO BE AUTOMOE3ILE 5ALE5 OFFIGE. STAFF— 05.15.20ffn LuCAO C, = NEW BUILDING ADDITION TO HAVE (2) AUTOMOBILE SERVICE BAYS REV WNGOMMFNTS I. DRAINA6E T OTHER PAVED AREAS: INSPECT ON A REGULAR BASIS NOT TO EXCEED WEEKLY TOWN STAFF 0.21.20DLU 2) ADDITIONAL SERVICE / NASR BAYS (NOT A GOMMERGIAL GAR WASI4). HASH BAY DRAIN TO OIL SEPARATOR TO DI5GHARI65TO MUNICIPAL SAN SEWER . REVIEW COMMENTS #2E FOR LITTER c DEBRIS. SWEEP AT LEAST TWIGE PER YEAR,WITH THE FIRST 0GGURRIN6 AS SON GONDITION5 OF 06.02.20 DOME5TIG PIJBLIG NATER SERVIGE REMAINS UNGHANGED. EXIST U/G EL EG/TEL/GATV SVGS TO REMAIN UNGHANGED. SITE PLAN APPROVAL A5 P0551BLE AFTER FIRST SNOW=MELT THE SECOND NOT LE55 THAN q0=DAYS FOLLOWING TWE FIRST. STRIP 4 REMOVE ALL EXISTING BIT PAVEMENT CURBS. rCmm= 03 MODIFY EXIST DRIVENAY GURB=GUTS TO GT ROUTE 52 KITH (2) 141 NIDE 87144 D I REGTIONALLY GONTROLLED I -NAY ENTRANCE $ EGRESS. 11 OF SILT AND/OR DEBRIS. INSTALL NEN STORM DRAIN SYSTEM INFILTRATION SYSTEM INSTALL NEW BIT PAVEMENT FOR DRIVEWAY5, PATRON PARKING 3. LAND56APE AREAS: INSPECT SEMI-ANNUALLY FOR ER05ION OR DYING VEGETATION. SHEET OF AUTO SERVIGE 4 \/EHIGLE DISPLAY/STORAGE SPAGES. REPAIR t STABILIZE ANY BARE OR ERODED AREAS 4 REPLACE VEGETATION A5 SOON a - MILL 4" OVERLAY PAVE EX15TIN6 ADJAGENT PARGEL (2246 GT ROUTE 32). Scale: 1 ti kt Ll k' NEN ON-SITE BIT PAVEMENT AREA = 50,500 +/= 5F N- OFF=SITE I3IT PVMT OVERLAY AREA = 1,51 00 +/S 5F AS SHOWN NEN ON-SITE GURBI NO 1500 +/= LF 0bi8cST, - ALL OTHER DISTURBED AREAS OF SITE SURFAGE WILL BE GRASS LAN%. I INSTALL NEN SEGURITY LIGHTING 51GNS $ P A - L NTI NGS o - INSTALL SGREENIN6 FENCE ALONG MEADOW LANE FRONTAGE I w z I - INSTALL SEGURITY GRAINED DRIVEWAYS OFF MEADOW LANE i GALLIVAN LANE Cn o_ " HAZARDOUS , do WASTE O Lu THE PROPOSED UTO ;= lieIoLAMOE3ILESALES $ SERVICE USES ON TIT < Cw -1 v o SITE HILL NOT OEENERATE, STORE, TRANSFER, HANDLE OR OTHERWISE u CREATE ANY HAZARDOUS WASTE OR MATERIAL AS DEFINED E3Y THE o . I ' USEPA, OR BY SECTION 3001 OF THE RESOURCE GONSERVATION 4 RECOVERYIn AGT, GONNEGTIGUT HAZARDOUS WASTE RE6ULATIONS, THE FEDERAL TOXIG w dn IJBSTANG AGT OR THE TOXIC SUBSTANCE CONTROL ACT, WITH THE - FOLLONIN6 EXGEPTION(5) : ® CL. EXIST 2-STORr MOTOR OIL: USED MOTOR OIL FROM SERVICED VEHIGLES WILL BE HANDLED, STORED 4 0 0 I DISP05ED OF IN ACCORDANCE WITH SEDT 22a -441(() -IIII GT®EEP HAZARDOUS WASTEGOMMERGIA_ IMANAGEMENTRE6ULATIONS. k cx W_ a_ 0. J POST—CONSTRUCTION REQUIREMENTS: 0. iL >- LIP' 8745 GONDITION5 OF SITE PERMIT (#220 SITE 2) APPROVAL GRANTED ON 05.26.20: 11 Lai CU It kt t AFTER GON5TRIJGTION 15 GOMPLETE 4 AGGEPTED BY ONNER, IT SHALL BE THE lIt k ek It l 111111- 0 i r ; r- ` r ` i: , t, : i, TRAFFIC "" — --ELLE_, POLE RESPONSIBILITY OF THE OWNER TO MAINTAIN ALL DRAINAGE STRUCTURES. IN ADDITION i l i I 1 I . , I_ f. I !'. x THE FOLLONIN6 INSPFGTION 4"h MAINTENANCE GUIDELINES SHALL BE THE RESPONSIBILITY I r5Oct1! I t! 1! i j I Ut!I L!!:j ;..1.01_ _ 1`71 _! , OF THE ONN_R, 365INNING THE FIRST YEAR PERIOD FOLLOWING GONSTRUGTION GOMPLETION AGGEPTANCE, AND SHALL BE FOLLOWED EACH YEAR AFTER: Cu I. DRAINA6E T OTHER PAVED AREAS: INSPECT ON A REGULAR BASIS NOT TO EXCEED WEEKLY D w g . N o. FOR LITTER c DEBRIS. SWEEP AT LEAST TWIGE PER YEAR,WITH THE FIRST 0GGURRIN6 AS SON A5 P0551BLE AFTER FIRST SNOW=MELT THE SECOND NOT LE55 THAN q0=DAYS FOLLOWING TWE FIRST. rCmm= 032. CATCH BASIN 5UMP5: IN5PEGT SEMI=ANNUALLY 4 GLEANED WHcl EN SUMP IS ONE-HALF FULL 11 OF SILT AND/OR DEBRIS. 3. LAND56APE AREAS: INSPECT SEMI-ANNUALLY FOR ER05ION OR DYING VEGETATION. SHEET OF REPAIR t STABILIZE ANY BARE OR ERODED AREAS 4 REPLACE VEGETATION A5 SOON Scale: 1 ti kt Ll k' A5 P0551BLE• AS SHOWNttt1 i i it Date LARCH 2020 Project No. 200202 11It kt t 1' I lIt k ek It l l i k It Il Date LARCH 2020 Project No. 200202 WATER.Q.0ALITY VOLU MES. Reviqjon B S :SITE 2-Avf,20HANTOKM,0T0R$:*C0M.WRCjAL.. W , 2260 CTROUTE:32'. MONTVILLE, CT C TDEEP: Stormvvater'Manual , 7ChEH ID": CTDEEP:WATER. QUALITY VOLU ME {SUV}. ..... J_ OP #1A.__. - i ------- al: I Of IBM Gross L)ro'inaqe,ArEp (4::. 5.7,.40O..00 8F 1.2 Ac Cp8.48i.ce 421690.00 :SF C. Area mpervio.0 A- - - -- - - --------- impervious Area (I): 74AW 74.4 (1) (Wholdi . ....... . ...... Volumetrio Ron -Off Coeffioi'entf R)::, 0.7195 R.: T} EXIST NOODED/BRIJ5H AREA II 0) 2WaterQ*uQuality'Volumelo:.Be Treated j 0. 079.0 Ac' Ft' W,.Qv. ; (0 x R x A4 Ili! 3.1442 CF 0) II........................ G.roui!dWclter:Recharge ;V..o..Iume GRW SF57,4 1.32GA .,.(A),. WQ0' . Gross Drainage EXIST INOODED/BRU51-1 AREA perviou's:Stj 0_98 ... ...... Surfacerea. m fade., 42,6,90.00: .SF Ac. I Area (1), 74.4%, of): 0) mpervious A e 0.744 D6 0 -Off t© b& Recharged0thIfRun, (D) 0.2500 Inches Tbl 7-4cuEXISTcy) QrwriOvvaterRecharge volume Req'd., 0.0204 Ac Ft GRVAx 1) 112 -LL GVV-Robh.aro'e"llnfiltratibrI Vblu'Mb req'd (G RV.) 88938 :CF (P Ld Water Qu4ht WFlo < WQF): 146VoluffieffibRLjh'-bff Cbefficie'nt (\NPV)- Ac -Ft °44 + 145.5+ +145.0Rin-,.Off.Deoth (Q)::. 0.72 Inches ODED/BRU51-1 AREA + 2un `off Cd(v.o.# (CN) 4- .0% SLOPENRQ$ R IIII 15OLF all HDIiaAbstractionIaIP) 0,0410 TbI,- 4-1 - ------- PE ROOF OR 15=0.0116b' I A 0 rn• 145.0 144.5+ 144 x RD - GI a 1p. 1145.0+ 145.'l Initial AbstraQtton .580, &sWh Exhibit 4.11 mm . OLFT PE fVKFI76 0P, rA R r 20' LON(5 I A- V 14.9 AVI(ater ia,ity FIOW Req'd (VVQF) AMP K) Z BENCHMARK5 _q5 2.0% SLOFE I A - I I > MA(7 SET IN BASE OFZI/_/// 21.5 17 Hr, SPAGE r17,1, he z. u Lo02 0 0 0, 0 LLI u co 000x 2t a LL_ 0) z) ccz4J 0IL -i-j UD1cn0D 2 0 0 z 0 0 cf; co do cn x _cc0 M W a WUcn 10 e ea sk, W 11117 OT SF AZre f A4, e 0 Mi. 1, EDWARD H. V4ENKE III/ PE CT PE # 16771 ZQ Z Q} 0) I_ UA O LU __ ;,D VUA11A (Y:T- < < I- Z Lu K EX15T 6RA55 J LAVC 0:,! Will L 2 z 0- LLI z Z LLI V LuLUAvmNT Q)< < LLA V_ < [LX iD REVISIONS LTR DESCRIPTION DATE APRELIM ISSUE 05.01.20FORREVIEW tj ISSUE FOR 04.05.20PZGPERMIT TOWN STAFF 05,15.20 EX15T I -FAM REVIEW COMMENTS D HOUSE 05.21.20REVIEWGOMMENT5 #2 EGONDITIONS N 06.02.20PLAN EXIST L-)Rl\/EHA,(/ X6 r 2-5TV POLE GL4 P #81435P -STORY WOOD FRAME: EL. 142.00STLBUILDINISADDITION-.. wrBUILOI6 516N (A55UMED DATUM) RVjr _T z SALES OF -IrAUTOSE E..... . ......... - ----- 141+ :d44A (p 0211,5+1- 5F 13t rF EL. 141,40 EXIST CONNDOT C.E3FFEL -5,1.0 TF=141.10 BAYS '_(2--AUTq, 5\1r, BAYS %E35MT EL. X, INV 151.20 IN05)"M W t' 2) AUTO WASH 14 +15 /AREA=155+/_ SF y INV 151.20 OUT05195131+ THRESHOLD +131 THRESHOLD L$P LiP 14551455 KU 3: A5AN V EX15T GONG Ld 1NV1 Ph O z 5 RD -0.0. VIC .. ......... --- 55LF 6'-SOLIP 2, 20LF &11 HOPE ROOF 9 0 140.2+ 54 PVr, FT6 OR -- woo ------- 1, 9E0150HARC GHAR6E 000 OLE 21- 0 1555 A X EXIST CONNDOT GBp i ml '` Iia:m>+138.2 f `' m ' ; 151, TFT 13b.43 137 INV 155,56 OUT(15-'.)K__ 1 al J\ 135.15 0 x EXIST 6RA35 ISLANDTar d 3 --1EIXIST6ONNDOTPMH Tj =131.535r, r ElNENOB #1 "1. ` eji` 5'. I V 154W IN05" NTYPE1-1101-11 154.65 IN(1511 E > TF 131.50 401 V54.45 OUT011 INV 135.15 IN (6" 17P)NN INV 155.50 IN (12" ROM ...... t13,, 32 INV 135.25 OUT (15 1 b. X/__ EXIST PAVED ISN. 0 PARKIN6 LOT PAVED AREA < ITI090'+1- 5F x LL ------ 31: P R) < 136.0+I ml o UA HELT41' STONE BED a1445 NGTP -A 77777-77 4 ... . ..... ....... . 8 AocTYP r II GLOPMONWELL "A" Q) OFFICE _V 5144WEL. 1211 + FO -1 2o' 13T&O UT z EXIST CONCRETELLIPAD/SLAE3IIAfAREA (PPARAL Z, 6) NOT Ny > wow TO F7\/GJEIAU-1 is) r,%T UA ; I MA12" STONE EX15T 1-5T ILI) OT f! Ck TYP ALL AROUND BLOCK E31-06YII M < fu AREA=3230+/- 5- 0 sNtrlCt < U- coljTYPE11 -PBL SUMP it LL ; 1 m 'c,'c LLI FLAT -TOP ROUND 62 T If 01TF155.50 Ips=LoI 5UR( HAR6E OVERFLQN, INV 132.10 IN (151)E 1 IN (12" BY -PASS) -E-_ i(D 70r -------- INV 13\1.50 OUT (129-NiN f, EF o) 01 EX15T CONNOOT D 7=155.62201HOPE5= 0.005 NEW GE3 INV 152.0 IN(I519N TYPE I I -05L - c; INV 152.0 IN0519N31 Z. TF 134.50 (SYSTEM OVERFLOV4.ZLEV) INV 151.10 015 v.' 1cn PLo, INV 132.25 IN (159N ...... 05 135. + INV 152 (s) 00 OUT (1211 BY-PA55)-N7. - [::5+ 19N 0STOPINV132.25 OUT (15HEL WT". 0 43 77- 133.r, - 1-1 , Z7. EOP J77 "I 8 8 LF 1211 HOPEo II E3GLG o2z.q+ m 134.5+ 5=0.005 13HIM; TT Iz EX15T DRIVE EXIST 2-_3To,,?,y. NAY (PM, 1- 11 AEXISTGONNOOT (B 0) 1 E: 10 LONG SWEEP . ... ... ------- NtH 1500 6AL OFF-LINE PREGA5T CONO INV 152.05 OUT(15")E5-G OIL/SEDIMENT SEPARATOR TANK so (3) MH TO GRADE 6) TF I IF513, 6 CALLIVAN (P 145IJTINV131-10 IN(12")E LANE 1 ,3+ INV 131-65 OUT(121)N545 EXIST DRIVEWAY 5NET GLr, 5NE, T E3GLr, I (p140 (s) EXIST DRIVEP _NA 5 Poor LA BENOHMARK 01HEX15TrONNOOTG5 __11 MAG SET IN BASE OF W _,< TF = 154.11 X POLE 5NET #141 INV I!;I n) EXIST 1 -FAMXIS EL. 155.00 (A55UMEO DATUM) cl, INV 151.21 IN(15 HO INV 150.bl IN(1519EUSETESTPITRESULTS: gZ' I A 195HTNE55E-P BY E.H. NENKE, F.E. ON 02/ 4/20 INV 150.61 OUT(15L b" I L GoHm"Aw[m) ft"G ('wk DwR%"A1NAu' o" E PLAN AL / - 5T PIT FT'l: x-, EL SURFACEZo50METOP50IL/LANN 4 6PA\/E: 0 20 40 60 5TONIES - (FILL) Go FROJEGT all - 50" BR F-SAN-PY 5RAVEL BR F-5ANP 4, GRAVEL (NATURAL) - COMPACT SITE CONSTRUCTION NOTES r A2-1.) A% MINIMUM OF 12" OF CO\/ER SHALL 5E MAINTAINED 711OVERALLHDPESTORMDRAINPIPESWITHH-20 LOAD IN6.. 2-2.) A MINIMUM OF 4a'' OF DOVER SHALL 5E MAINTAINED OVER ALL SUE3SURFAGE SANITARY' SEWER FIFES. 2-5.) "HDPE" STORM DRAIN PIPE SHALL BE HIGH DENSITY POLY- ETHYLENE (HDPE) PIPE CONFORMING TO AA5HTO M294 O -ATYPES", GAPABLE OF KTHSTANDIN6 AASHTO H2 r4 WHEEL LOADING KTH 12" MINIMUM COVER. FIFE SHALL BE RATED FOR 0.012 MANNIN675 'In". ALL HDPE PIPE FITTINGS AND APPURTENANCES SHALL CONFORM TO ASTM D5350. INSTALLATION OF DRAINAGE FIFE AND AFFURT- ENANGES SHALL E3E IN AGGORDANCE iTH A5TM 02521. 2-4.) "RCF" STORM DRAIN FIFE SHALL 5E REINFORCED CONCRETE (RGF) FIFE - CLASS \/; ASTM r,-76; KTH O"-RIN6 67ASKETS, GAFABLE OF KTH5TANDIN6 AASHTO H20-44 WHEEL LOADING, WITH 12" MINIMUM CO\/ER, FIFE SHALL BE RATED FOR 0.012 MANNIN65 'In". THE "0" RING 6,A5r-,ETS AND SPIGOT JOINTS SHALL CONFORM TO ASTM 6445 FREMOLPED NEOPRENE GONTINUOU5 11011 F,INC;, FLEXIDLE C,0MFFE55I0N CASKETS. COMPLETED SASKETTED FIFE JOINTS SHALL BE CAPABLE OF WITHSTANDING 10 FSI INTERNAL WATER PRESSURE WITHOUT LEAKAGE OR DISPLACEMENT OF GASKET. 2-5)) ALL STORM DRAINAGE CATGH BASINS, SUMPS, MANHOLES, RISERS AND FLAT -TOPS SHALL BE PRE -CAST REINFORCED GONr_.,RETE, GONFORMINC-; TO THE STATE OF GONNEGTIGUT D.O.T. STANDARD SPED IFIGATIONS AND DETAILS. 2-6.) ALL rATrH BASIN AND MANHOLE FRAMES AND GRATES SHALL BE AASHTO TRAFFIC, LOAD RATE. 6RATED INLET FRAMES SHALL E3E- HOT=DIP GALVANIZED FINISH. 2--7.) ALL CATGH BASINS SHALL HA\/E A 2' DEEP SUMP BEI -Oh THE LOWEST FIFE FLOW LINE. 2-a.) ALL PROPOSED GRADES SHOWN REPRESENT FINAL SURFACE OF PAVEMENT, CONCRETE OR TOPSOIL UNLESS OTHERWISE NOTED. ALL FINAL SITE ORADIN6, SHALL BE PERFORMED WITHIN AN ALLOWABLE TOLERANGE WITHIN 0.1 FEET OF THE PROPOSED FINISH GRADE ELEVATION SHOWN. 2-10.) ALL GRADED SURFACES SHALL BE GRADED TO ArrOMFLISri POSITIVE GRAVITY DRAINAGE FROM ALL SURFACE POINTS TO INLETS. 2-11.) GRADED SHOULDER SLOPES WITHIN EXrA\/ATED AREAS SHALL BE GRADED AT MINIMUM AS FOLLOWS: IN ROCK GUT - 1.5H: IV OR STEEPER AS APPROVED BY TOWN IN EARTH CUT/FILL -.5H: IV ALL 6RA\/1TY FIFE RUNS SHALL BE LAID TRUE TO THE HORIZONTAL AND VERTICAL ALIGNMENT PROPOSED, WITH OUT ANY LOW SPOTS, BELLIES OF, DEFLECTED ALIGNMENT 2-14.) ALL EXISTING OFF-SITE STORM/SANITARY FIFINCS AND INVERTS DESIGNATED AS ''+/-'' HEREON MUST E3E VERIFIED PRIOR TO GOMMENGINO ANY 51TENORK OR OTHER EXr,A\/ATION WORK. THE FROJE:GT OWNER SHALL PROVIDE ALL NECESSARY TRAFFIG CONTROL BARRICADES, 516NA6E, PERSONNEL OTHER EOU I PMENTA TEMS REGUIRED TO MAINTAIN SAFE AND FULL PUBLIC, AND EMER(5ENGY ACCESS ALONG ALL PUBLIC R.OK5 DURING ALL PHASES OF THIS FROJEGT. 411 SQUARE -FLU6 (CASTIRON) CLEANOUT ADAPTER (CAST IRON) FINISHED GRADE 41 GONGRETE SUPPORT FAD O.I.F. (TOP SECTION) 45 BEND F.V.r,. FIFE 45 BEND NYE BE INSTALLED IN ALL UNDER6ROUND ROOF DRAINS 1 750.G. AND AT ALL ENDS. TO STORM DRAIN RO L IOFDRAIN CLEAN- OUT DETAI L 5 0 u Lo02 0 0 0, 0 LLI u co 000x 2t a LL_ 0) z) ccz4J 0IL -i-j UD1cn0D 2 0 0 z 0 0 cf; co do cn x _cc0 M W a WUcn 10 e ea sk, W 11117 OT SF AZre f A4, e0 1, EDWARD H. V4ENKE III/ PE CT PE # 16771 ZQ Z Q} 0) I_ UA O LU __ ;,D VUA11A (Y:T- < < I- Z Lu K z 6 < o P- -A 0 Lu< ;j UA 9 W 6 2- UA z L 2 z 0- LLI z Z LLI V LuLUAvmNT Q)< < LLA V_ < [LX iD REVISIONS LTR DESCRIPTION DATE APRELIM ISSUE 05.01.20FORREVIEW tj ISSUE FOR 04.05.20PZGPERMIT TOWN STAFF 05,15.20REVIEWCOMMENTS D TOWN STAFF 05.21.20REVIEWGOMMENT5 #2 EGONDITIONS OF 5 TE APPROVAL 06.02.20PLAN Ce) c1r) z 0 LLj zLL. Ld Z zCL 0 Ld z ILL Ld (L cf) LLI Z cf) ;g - w u Z z Lu ZLL I o . Z o 0ImQW 0 Ld 0 w 0- LLAZLL_ 0 s z 0 In o- Il0LWLI w LLJcf) Lt- o 0 0 z - 0 LLJ Ld cu mmcf) 2 C) cf) 0 CL 0 b C) 0. to cu APPROVED BY THE T06NOF ONTVILLE - PLANNING $ ZONIN6 GOMMISSION GHAIRPER50N DATE OM WTR G i I 8'g2" I — 8" IRE WTR \ / cr! 0) Lo! 0 00ff0 cy) EX15T WOODED/BRU5H AREA D I I U SAMULLS MONTH LLL LLC, ! I I 24" DIA ACCESS I{ I f c n In v II ,1 OPENIN&S I I I , N , C u L02268ROUTE32iII ' I O ePARCELVTO626100II -a USE: UNDEVELOPED - ZONE C91 I I I I I I I ® 0 EXIST WOODED/5RU5H AREA I I z i U / U o I I + j< . NEW 1000 GAL PRE -CAST GONG IOIL/GRIT SEPARATOR TANK L. EXIST 's I I I I I c 1 /' TF= 140.00 (2 MH) WELL " ` ! I I I I I I a_ INV 135.25 IN (611) D I I N , I J 0 INV 135.00 OUT (6 ") a BMW= f I 0 .. 0 EXIST WOODED/51RU5H AREA I I r I I U i tLo ko o 00; INV 135.15 OUT (6 PVG) SLAB DRAINS l I (P 1 AT FON TF= 138.60 I I, . fn NW40LF6"PVC '.' ., ,.° - II i . 5-0.012 I I r;. 24" DIA. CAST IRON ', ,' _....._ -' 40.065Yz RI NO AND GOVER.:.. I I WITH CASKETU? t PROPOSED 1-5TORY '" EXIST 2-5T m WOOD FRAME % I I ( 3 TOTAL A a aaaseeaorTBUILDING®a s„ AUTO 5F-R\/ICE- DDITION o BUILDING / N I I ® AzjY m SALES 0 f r t t ,, . JY 51G j m, \Q: ' 2,i t8+ /, FFIGE r.. - I I , I i s, Z GONG FRAME .° '•. P" m "i i, I F Ise FF EL. 14 _ Q) a RINGS AS REO'D a ,- s FEL. 13q.0 1.40 ' z I _ 1 _ t' as Fil a d ffi BSMT EL. 131.002) AUTO WASH BAYS (2) AUTO SVG BAYS ii 4 q E APPEROX EXIST u/o ELEG --- 6 IN FROM Rt. I AREA=135+/a 5F 50Y I Q 4 tE - ^y I - E i 6VH7 LSPIPII ' ' — 743 FLOOR DR ' 6" OUT TOsNEW24LF6PVC, / 8435 G -— I 1 AIR GAP SAN SEWERJEXISTU/6 ELEG/GOMMS ®°°®aa aaoga a ay TO REMAIN I I 3 SCUM LINE EXIST 6" PVG SAN C,.O. RE-ROUTE P OUTLETs ® I INLET INVERT q G.O. „ EXIST SMH I I I EDWARD N. WENKE III, PE OS \ 5-0.012+/- EXIST WATER SVG - GONG LID TF 138.80 I I I SANITARY TEE INVERT CT PE # 16771 REPLACE/RESET IN WAY 0 NEW RESET/REPLACE GONG LID I I (, 0R ELBOW a w z Q z w w } X15 BLDG ADDITION ,, PER LOCAL CODE O w oSANG.O. GOVER 11= REPLAGE/RESET ,, TO SUIT NEW PVMT o FOR NEW PVMT . I I i5,NV 135.80 (4 ) POLE SAN G.O.C,0GOVER . `I' X335 FOR NEW PVMT ' 4" PVC, IN 4 OUT I I cn d rnr s EXIST 4 TO 6 PVGrr-; - 6" PIPE Lu ym ws NEW 6x6X6 WYE' EXIST SMH SAN TRANSITION 15" RGP - 1 1 — — _ d o ELBOW o a 6) O T — — > n } F-- 141.64 INV 134.5+/- ( UA INV 133.46 8" TO BE VERIFIED qS W ____-_ _ _—__ I —' } YII ' 2" GT WTRSVG W — ' / S ° I W LL W i INV 133.0+/- (6" HC)El I ( D — m COMPARTMENT #1 a GOMPART ENT #2 II v II < I = a 4 o41Q"LY , rr>I I > II zS _ 0 Mw m z 6" THK. LAYER U, ELEVATION SECTION 3/4" CRUSH STONE LEVEL BEDDINGurf x I I OmN 4 r I I em II 1 GALLON OIL/GRIT SEPARATII NEN U/6 EI EG FOR I I ' ` _ riiY_R SVG 5° h 1 IBAYU A TO' A 0' 1 00" EWERUUNR " I' LFLSITELIGHTINGWIREDfIGUY } r+ Ik sr BAGK TO MAIN PANEL I I , _ W HELT - iIINNEWBLD6ADDITION ,I8-1445 J) e ! I MON WELL ,A,[ oFFIGE ' 8144MON EL. 127.8 + >— I o - II ® I M o - .1 11 DL El IL F1 EXIST 1-FAM- HOUSE i I I \ f t Q I Qa I I as i..EX15T 1-5T m` I I i L IiCBLOCKBLDGw;%' MAYNARD LLC, s AREA=3230+/- SF O j O D ' 2246 ROUTE 32/ ; I Mw I I ~ s CFo GIM DORJ Sr- LHAMO KALSANO I I , - I - , AREA= 20,2r50+/ ar (O.oOpIsAG.) 1 GALLIVAN LANE fI PARCEL ID Do64001 ElY 0 USE: I -FAM ILY HOUSE w I I O Mw ZONE R-20I m v — SLI LL Ly N v L6 013.. GTi ,,, ,. 1` I W ATR VGSTOPQ ; . ; ,,, riELT GO ..: / 1334 ' i i ` v ,, T / SII , 7' a- 25mp 516 EXIST 2 -STORY GOMMERGlAL sNiIti kJ — EXIST 10" SAN wIV/1N , IIP / r E ---- w w w i 145 Jn- I I ' u T —/ BALL VAN PROPERTIES LLC, lll tlr'a--'_ 1N_ T 40EAMERIGAN14OALLIVANLANE Oct I , AGUE ING PARCEL ID MO601100 LLIVAN LANE E: MIXED USE ZONE C -I N /"' 1 D#M0601200!- C JALLO LLG G FIELD ZONE OS 2230 ROUT n z II ` r ; '- E 32EXI5TI-FAr( - ; oU PARCEL I D44DO601000 f i USE: AUTO SERVICE ZONE G -I 15=SGP--_ _ EXIST COMMERCIAL ', 0)_ ; DENTAL OFFICE , i Vg PRSITE;kOU""P'ffou"""'loz"'5"Eulu" SGALE: Int ® 20' ` ,l 1 60 100O20 I 40 PROJEGT NORTrI . 4" GT NTR SVG ; l G1-fAl RPERSON SGALE: NONE 1. EXTERIOR OF TANK c ALL SEAMS TO BE COATED NIT'' NATERPROOFING 2. TANK SHALL BE ANCHORED ADEOUATELY AGAINST BUOYANGY IF RE—MIRED 3. TANK PIPING SHALL CONFORM TO TONN OF MONTVILLE MPGA STANDARDS. A. TANK IS IN NON-TRAFFIC,/NHEEL LOAD AREA (LANN) 5. TANK SHALL BE TESTED FOR NATER -TIGHTNESS. 4'-O" MIN DESCRIPTION DATE Goy/ER B15SUE OUT5IDE OF BLD6 12" DTOWN STAFF REVIEW GOMMENT5 ;;2 05.21.20 GONDITION5 OF 51TE PLAN APPROVAL 06.02.20 R 6" DIA. 561-140 SDR35 P\/G PIPE WITH TIGHT GASKETTED BAGKFILL WITH APPROVED MATERIALS THROUGHLY TAMPED IN LAYERS AS SPECIFIED. BACKFILL IN THIS AREA TO BE 3/0" PEA -STONE FOR PVG PIPE BELL JOINTS, FOUNDATION TO BE SHAPED 6RA\/ITY WA5H B; ,Y DRAIN TH1S FIT HEGHT. EXTERIOR AT NO ROCK TO PROJECT WITHIN 12" OF PIPE MIN. 611 THK BEDDING IN EARTH GUT MIN. 12" THK MIN BEDDING IN ROCK GUT LARGE ROCKS/BOULDERS $ LEDGE TO BE REMOVED WITHIN 12 CLEAR BOTTOM OF UTILITY OR AS DIRECTED BY GEOTEGH ENGINEER OR UTILITY CO. SA'N"ITARY SEWER M THE SITE GONTRAGTOR SHALL BE RESPONSIBLE FOR PROVIDING AND INSTALLING ALL SANITARY SEVER SEPWIGES/GONNEGTIONS FOR THIS PROJECT IN AGGORDANGE WITH THE LOGAL MUNICIPAL NPGA 5PEGIFIGATIONS AND REQUIREMENTS. APPROVED BY THE TOWN I F MONTVILLE PLANNING ff ZONING COMMISSION a DATE UA LL] LL u —Z zwv[YVOOKCAp wo® z I QQo zQ,0)tu z ct){C LAwXwzv ov 000a o W_ Ww wLY=—zvzF—wzwvw v[L KUALLIT Lu L4 LLIUA —A z<0Q<f)z0Kw 0 REVISIONS LTR DESCRIPTION DATE PRELIM 155UE FOR REVIEW 05,01.20 B15SUE FOR PZG PERMIT 04.05.20 TOWN STAFF REVIEW GOMMENTS 05.1b20 DTOWN STAFF REVIEW GOMMENT5 ;;2 05.21.20 GONDITION5 OF 51TE PLAN APPROVAL 06.02.20 R w R t l R D • d SHEET 5 OF 8 AS O. late MARCH 2020 Pro*ect N• 200202 EXIST FRONTAGE GEDAR TREES TO REMAIN (TYP) d. T 4 s I ami r7 Y' TOPitrz f I AM / r I 5TU0_P // X 1 MUTGD#R-I 0P, MUTGD# D II IIANDICAPPEDEX15TWOODEPMRUSHAREAPARKING I I DBL SIDED 5I ON I I TOP OF 516N @ 56" MAX jy' I I ABOVE FIN GRADE EXIST O STATE PERMIT cmr WELL - w REQUIRED co VIOLATORS WILL BE FINEDENTER 111111101 L _j D I I II II r -f j; i' • _... _.... . GUY HELT a1445 7z 7f i ; ? L.P. (! OFFICE1- r, f ItI I Q d EX15T 1-5T m n BLOCK BLDG uIS) AREA63230+/a SF a I Q if i r LL t u r t ' 1 LL PAINTED STOP BAR ,. NEW 5N STONE SURFACESTOPLETTERSi( TRAFFIC I t 9334 SIGN: j -- do15 6RA55 LAWN — 15LAND TO REMAIN I I I- - -' -L 00 O 20 40 6O 100 PROJECT co II I NEW 6RA55 LAWN PAINTED STOP BA NEW GRASS LAWN STOP LETTERS 4 SNOW STORAGE) 27.3" m _....... m_ 1 PROP05ED I -STORY 5TL BUILDfNC._ADITION EX15T 2-5T WOOP FRAME AUTO. VICE o BUILDING SALES O---._,._- FFIGE / WITH WASf ERS SITE L1u' 0` HT1'm1'%j Nub"TES' I. ._...; 2, 118S+/ R_ Ist FF EL. 147.40 SITE L 10HT I NG SHALL E3E INSTALLED SUGHI THAT ANS' GLARE F-1 1 OWNER RE5'R\/E5 THE RIGHT TO PLANT ADDITIONAL TREES, 4 SHRUBS/PLANTING BEDS 2) AUTO WA5H BAY5 2) AUTO 5\/c BAYS BSMT EL: 131.00 j J / ARLA=55/- 5F IF -2.) 1 ALL NEN PLANTS SHALL r NURSERY C ROINN AND CONFORM THE LATEST AIL L-2.) NEW POLE MOUNTED SITE LIGHT FIXTURES 5HOWN HEREON SHALL BE FOR NIGHT EDITION OF ANSI 260.1, AMERICAN STANDARD FOR NURSERY STOCK. SEGURITY AND SHALL BE ENERGY EFFICIENT "LED" WITH GUT -OFF DIRECTIONAL Pc5.) ALL DISTURBED AREAS NOT PAVED OR CONCRETE WALK SHALL BE O OR APP\/'D EOUAL. LIGHTS SHALL. NOT SPILL ANY ILLUMINATION > 0.5 FC PLANTED WITH 4" MIN. TOPSOIL, LIME, FERTILIZE, ORASS SEED AND MULCH 3 ° P\/MTAGRO55THEPUBLIGR.O.W. STREETLINES OR ONTO ADJACENT RESIDENTIAL PROPERTIES. PF-4.) B" SHREDDED BARK MUL Gri SHALL USED AROUND ALL TREE SHRUB L=5.) LIGHTING SYSTEM SHALL BE WIRED TO A TIMER SYSTEM OPERATE FROM PLANTINGS AS SPECIFIED IN THE DETAILS. WHERE BARK MULCH 15 TO BE USED CURB OR MAIN CONTROL HOUSE PANEL WITH OPTIONAL PHOTO -DELL CONTROLS. E.O.P. GRA55 LAWN 15LAN r -f j; i' • _... _.... . GUY HELT a1445 7z 7f i ; ? L.P. (! OFFICE1- r, f ItI I Q d EX15T 1-5T m n BLOCK BLDG uIS) AREA63230+/a SF a I Q if i r LL t u r t ' 1 LL PAINTED STOP BAR ,. NEW 5N STONE SURFACESTOPLETTERSi( TRAFFIC I t 9334 SIGN: j -- do15 6RA55 LAWN — 15LAND TO REMAIN I I I- - -' -LI II O 20 40 6O 100 PROJECT co II I PAINTED STOP BA STOP LETTERS 4 I I TRAFFIC ARROWS LAG 5GREW5 O OR BOLTS LAINI DSC PE E WITH WASf ERS SITE L1u' 0` HT1'm1'%j Nub"TES' II L-1.) SITE L 10HT I NG SHALL E3E INSTALLED SUGHI THAT ANS' GLARE F-1 1 OWNER RE5'R\/E5 THE RIGHT TO PLANT ADDITIONAL TREES, 4 SHRUBS/PLANTING BEDS 10.0' III ( ATED1 tDNON -ILLUMINATED DOUBLE FACE SIGN — M C) Tc:) T,:> AREA s 50 SF PER SIDE 860-848-7731 SHANTOKMOTORS.NET SALES • SERVICE i E EGTRONIG DIGITAL DOUBLE FAG' SIGN DIGITAL SIGN AREA s 45 SF PER SIDE i q.0 i 10' MIN TO PROPERTY LINE STEEL POSTS TO BE DETERMINEDks- c I 4 a FIN GRADEZL i V GONGRETE POST BASE a SIZE/DEPTH TO BE DETERMINED 4. i z WIND DESIGN SPEED 105 MPHLLA4 :' 4 4 II0 L E iviSIIr Ul'TED LIGO".. Hff FIX" TURF" E 1 ( 24-' MAX FIXTURE HGT MOUNTD ON POLE II III O CII r r/ r /u4r O UUU N// j MUTCD #RH I I VV I TE LETTERS RD BACKOROIUND I I MOUNTED 1'-0" GLEAR ABV GRADE 1211 MCI R5-I STATS PERMIT REQUIRED GONNDOT `lIOIATORS WHITE LETTERS WILL 8E FINED RED G I RCLEGALVSTEELaWHITE15AG1<6ROUND CHANNEL P05T HG PARS I N6 z pz MOUNTED T=0° GL EAR ABV GRADS I DRIVEN TO - SION D TAIL . 5 M I N. DEPTH x 03 GONNDOT Imo" 011 BREAKAWAY O COUPLING 12 HANDICAPPED P R 01' P 0' S E 0 D" k RR"EE-STAINDANG SIGN PARKING BLACK LETTERS NNIT E3ACK6R0UND TOP OF SIGN 56" MAX ASV GRADE PAINTED A a v aLuLL LuLLLuUA LuLuLHUA SASE DOVER PER .POLE MFR BOND GROUND ROD TO LIGHT STANDARD AND EACH RACEWAY WITH #BGU MIN, SSE SOLT VIEW POUR ANGHOR BOLTS WITH 4" HOOK. BURR THREADS AFTER SETTING POLE. BOLT SIZE 4 TEMPLATE BY POLE MANUFACTURER. z z In W GROUT AFTER POLE 15 SET AND PLUMED. tt- LH < 4 #4 TIES AT 6" ON CENTER (BY G.G.) CA m I! > GRADE#e?G6 VERTICAL TIES (BY .G.) I'- RiGO STEEL. CONDUIT EXTEND MIN. 10'®0" OUT OF PIER. USE STL TO PVC CONNECTOR, 1 W m THEN .RUN PVG TO WITHIN 10'OF NEXT PIER tY RIGID STEEL SCHEDULE bO PVC, w tL z RIGID STEEL ELBOW O 5/a" DIA MIN. GOPPER GLAD STEEL GROUND ROD MIN, 2'-0" BELOW 130TTOM OF PIER 4) #4 TIES AT 12" ON CENTER BASE TO BE PRE -CAST z CONCRETE TYPE 11, 4000 PSI POI 97 KAns 11KIT17in I If"UT D A Id V. X. I i U U LSA v roma I R 6 "iia C Q Y6[P 4 EDWARD N. WENKE i I I, PE CT PE # 16771 z z W p ZOI—l—l f ll- O Z 11_l ZW[Y11-! v K Z W O < W i— Q-.Q—.TW f-kDq( z<vta<C n-O nKWqnO REVISIONS LTR DESCRIPTION DATE A PRELIM ISSUE 05,01.20FORREVIEW ISSUE FOR 04.05.20PZGPERMIT TowN STAFF 052,20REVIEWCOMMENTS TOWN STAFF 05.21.20 RECL in Z LLI cu mLjLJV) 10L 0 CL cf) cu V O 20 40 6O 100 PROJECT NORTH GALV, LAG 5GREW5 OR BOLTS LAINI DSC PE E WITH WASf ERS SITE L1u' 0` HT1'm1'%j Nub"TES' L-1.) SITE L 10HT I NG SHALL E3E INSTALLED SUGHI THAT ANS' GLARE F-1.) OWNER RE5'R\/E5 THE RIGHT TO PLANT ADDITIONAL TREES, 4 SHRUBS/PLANTING BEDS IS PROPERLY SHIELDED FROM THE VIEW OF ADJACENT PROPERTY AND TO SUPPLEMENT ALL EXISTING TREES PLANTINGS THAT ARE SGHEDULED TO REMAIN. PUDLIC RIGHTS OF WAY. IF -2.) 1 ALL NEN PLANTS SHALL r NURSERY C ROINN AND CONFORM THE LATEST L-2.) NEW POLE MOUNTED SITE LIGHT FIXTURES 5HOWN HEREON SHALL BE FOR NIGHT EDITION OF ANSI 260.1, AMERICAN STANDARD FOR NURSERY STOCK. SEGURITY AND SHALL BE ENERGY EFFICIENT "LED" WITH GUT -OFF DIRECTIONAL Pc5.) ALL DISTURBED AREAS NOT PAVED OR CONCRETE WALK SHALL BE O OR APP\/'D EOUAL. LIGHTS SHALL. NOT SPILL ANY ILLUMINATION > 0.5 FC PLANTED WITH 4" MIN. TOPSOIL, LIME, FERTILIZE, ORASS SEED AND MULCH 3 ° P\/MTAGRO55THEPUBLIGR.O.W. STREETLINES OR ONTO ADJACENT RESIDENTIAL PROPERTIES. PF-4.) B" SHREDDED BARK MUL Gri SHALL USED AROUND ALL TREE SHRUB L=5.) LIGHTING SYSTEM SHALL BE WIRED TO A TIMER SYSTEM OPERATE FROM PLANTINGS AS SPECIFIED IN THE DETAILS. WHERE BARK MULCH 15 TO BE USED CURB OR MAIN CONTROL HOUSE PANEL WITH OPTIONAL PHOTO -DELL CONTROLS. IN A GURBED ISLAND, THE BARK MULGH SHALL MEET THE INSIDE EDGE OF THE E.O.P. t® CURB. WEED BARRIER FABRIG SHALL BE REG2UIRED IN ALL MULCHED PLANTING BEDS. L-4.) REFER TO ELEC PLANS BY OTHERS FOR ANY WALL MOUNTED LIGHTING ALL PLANTS AND TREES SHALL BE GUARANTEED FOR A PERIOD OF w FIXTURES, LOCATIONS, OTYS, SPECS, TYPE, CONTROLS, ETG.ONE I) FULL YEAR ASTER INSPECTION AND ACCEPTANCE E3Y TIME P RO,_IEC,T OWNER, AND SHALL HIAVE AT LEAST aO% HEALTHY GROV' THI AT THE END OF THE C- UARANTEE PERI Off, POST D ETAI L P-6.) THE PROJECT OWNEIF OR THEIR DESIGNATED REPRESENTATIVE SHALL INSPECT AND APPROVE ALL NURSERY STOCK PRIOR TO DELIVERY TO PROJECT SITE. P-1.) NO ONSITE IRRIGATION 15 PROPOSED AS A PART OF THIS PROJECT. II0 L E iviSIIr Ul'TED LIGO".. Hff FIX" TURF" E 1 ( 24-' MAX FIXTURE HGT MOUNTD ON POLE II III O CII r r/ r /u4r O UUU N// j MUTCD #RH I I VV I TE LETTERS RD BACKOROIUND I I MOUNTED 1'-0" GLEAR ABV GRADE 1211 MCI R5-I STATS PERMIT REQUIRED GONNDOT `lIOIATORS WHITE LETTERS WILL 8E FINED RED G I RCLEGALVSTEELaWHITE15AG1<6ROUND CHANNEL P05T HG PARS I N6 z pz MOUNTED T=0° GL EAR ABV GRADS I DRIVEN TO - SION D TAIL . 5 M I N. DEPTH x 03 GONNDOT Imo" 011 BREAKAWAY O COUPLING 12 HANDICAPPED P R 01' P 0' S E 0 D" k RR"EE-STAINDANG SIGN PARKING BLACK LETTERS NNIT E3ACK6R0UND TOP OF SIGN 56" MAX ASV GRADE PAINTED A a v aLuLL LuLLLuUA LuLuLHUA SASE DOVER PER .POLE MFR BOND GROUND ROD TO LIGHT STANDARD AND EACH RACEWAY WITH #BGU MIN, SSE SOLT VIEW POUR ANGHOR BOLTS WITH 4" HOOK. BURR THREADS AFTER SETTING POLE. BOLT SIZE 4 TEMPLATE BY POLE MANUFACTURER. z z In W GROUT AFTER POLE 15 SET AND PLUMED. tt- LH < 4 #4 TIES AT 6" ON CENTER (BY G.G.) CA m I! > GRADE#e?G6 VERTICAL TIES (BY .G.) I'- RiGO STEEL. CONDUIT EXTEND MIN. 10'®0" OUT OF PIER. USE STL TO PVC CONNECTOR, 1 W m THEN .RUN PVG TO WITHIN 10'OF NEXT PIER tY RIGID STEEL SCHEDULE bO PVC, w tL z RIGID STEEL ELBOW O 5/a" DIA MIN. GOPPER GLAD STEEL GROUND ROD MIN, 2'-0" BELOW 130TTOM OF PIER 4) #4 TIES AT 12" ON CENTER BASE TO BE PRE -CAST z CONCRETE TYPE 11, 4000 PSI POI 97 KAns 11KIT17in I If"UT D A Id V. X. I i U U LSA v roma I R 6 "iia C Q Y6[P 4 EDWARD N. WENKE i I I, PE CT PE # 16771 z z W p ZOI—l—l f ll- O Z 11_l ZW[Y11-! v K Z W O < W i— Q-.Q—.TW f-kDq( z<vta<C n-O nKWqnO REVISIONS LTR DESCRIPTION DATE A PRELIM ISSUE 05,01.20FORREVIEW ISSUE FOR 04.05.20PZGPERMIT TowN STAFF 052,20REVIEWCOMMENTS TOWN STAFF 05.21.20 RECL in Z LLI cu mLjLJV) 10L 0 CL cf) cu VIEW COMMENTS 2 CONDITIONS OF SITE PLAN 06.02.20APPROVAL I t® w NAV TYPE I I=DE FLAT TOP V LITH ROUND T NV 152.10 NV 151.60 I N (2" E3= INV 151.50 OUT (12 10 LONG ShEE 1211 HDPE N ! 1500 67AL OFFLINE PRECAST GONGRET; 5=G OIL $ SEDIMENT SEPARATOR TANK 5) MN'S TO 5RADE TI= = 155.00 INV 13.O N(12")E INV 151.65 OUT(121)v FIRST FLUSH 12" HDPE BY-PA55 SEDT ON E30T GNAMBER EL. 130.50 60.1 LF STONE BED 10) R0 5 (8) STORMTGH SG_40 GNAMBERS E30T 12" THK STONE BED ELEV. 121.50 E30T GHAME3ER ELEV. 150.50 TOP GHAME3ER ELEV. 155.00 (2' MIN. COVED) TF 154.50 (5YSTEM OVERFLOW ELEV) 0.. vi,A 10 i UKri i sc,m INS/ 132.25 IN ilk")N INSPECfiION PORT TO 5RADE INS/ 132.00 OUT (lk" BY -PASS) -N WITH GONGREiE GOLLAR INV 152.25 OUT (15 19v TRAFFIG RATED GAP I5C LF l5" HOPE- a=C.C 2 TY i) LA INFILTRATION BED PLAN VIEW 154.5 END GAP 50T STONE EL 121.30 =>' 12" DINT EL. 121.50 BASED ON 6WT MEASUREMENTS TAKEN FROM MONITORING HELL "A" (SEE DWG G=04). TO BE VERIFIED BY GONTRAGTOR DURING SITE STRIP 14'1 1 AY -1 JP I FNrajT1H Rlu1i1nu1l=uVIr'Miwi I I.) .JOINT 15 ABOVE LIOUID LEVEL AND SEALED KITH PETROLEUM RES15TANT SEALANT 2.) INTERIOR OF TANK 15 COATED WITH PETROLEUM RE515TANT SEALANT 5.) EXTERIOR OF TANK 15 COATED WITH WATER -PROOF EPDXY SEALANT 4.) TANK SHALL BE REINFORGED RATED FOR AA5HTO H-20 WHEEL LOADING 5.) GONGRETE SHALL `BE TYPE II GEMENT (ASTM G-150) WITH 5000 PSI 5TREN6TH 6.) INTERIOR OF EXTENSION TO GRADE MANHOLES SHALL BE COATED WITH PETROLEUM RESISTANT 5EALNT 1.) VOIDS BETWEEN INLET AND OUTLET PIPING, SHALL BE FILLED WITH NON-SHRINKIN(5 GEMENT AND COATED WITH WATER -PROOF SEALANT 8.) MANHOLE FRAMES AND GRATES SHALL BE GA5T IRON AND SHALL BE RATED FOR AA5HTO H2O -44 WHEEL LOADING. 1.) TANK SHALL BE ANGHORED TO RESIST BUOYANGY A5 MAY BE REQUIRED. NEW GE #2 - TYPE I I =G DE3L 5RATE = TF = 154.50 MIN FIN PVMT EL. 154.50 MIN GOVER n E1=NV MAIN I NL n 10 -YR STORM EL. 155.1a v 0.02 HOPE TA I LVWER 132.2 IN 12 HDPE ° - 4 OQ n 13" MAIN OUTLETz INV 132.25 OUT .. h 1 2 BY-PASS TO G 3 n; OUTLET INV 152.00 v TO OIL/SEDIMENT Q SEPARATOR TANK n a q v4,. n q v v vn T. ' AIDE DE3L GE SUMP CB #2 TYPE II -C DBL GRATE CB DETAIL TOP OF TANK TO BE REINFORCED PRE-GA5T CONCRETE WITH A LOADING CAPACITY RATED FOR AN AA5HTO H2O -44 WHEEL LOADING 4NITH 24" COVER 1500 GAL 01 L & SEDIMENT SEPARATOR TANK. DETAIL 3.3" BIT PAVEMENT PAVEMENT BASE 10) ROWS OF (a) SECTIONS A05 STORMTEGT i 5G 140 GHAMBERS (SO 5EGTION5 TOTAL) EFFEGTNE STORAGE VOLUME PROVIDED = 6,161 GF (0.16 Ac -Ft) SECTION THRU STORMTEdHs 50T. 0m 4' . LUNFITA T g Y,-+A MAX FIN PVMT EL. 136.30 MIN FIN PVMT EL. 133.00 LUI UAz w - C> z o 3/4" GLEAN ANGULAR GRUSHED STONE ALL SIDES 4 TOP 12" 1 INLET 10 -YR STORM EL. 133.15 THAN 3611 DIA OR WHEN OVER SHAPE TO PIPE BELL Oteotegasi®, BEDROCK LAYER TRENGH WIDTH @,. ee•. ', °s.' ALL HDPE STORM DRAIN PIPE TO BE RATED FOR H2O -44 WHEEL LOADING AT 12II MIN GOVER py d STORM DRAIN PIPE TRENCH SEWER" AND 'IGONFINEO SPADE EDWARD H. WENKE III, PE PERMIT REGU I RED" OAST IN GOVER CT PE # 16771 J ONF \NFD Spq CIZLY fY O~ Q O Z r MFR B'( moo, o-_ LeBARON FOUNDRY' Q z v o o° vzp- -1 z G wILGATALOONO. LA26Q o z Q w o Q wQQ -A EWE Rv, `, FRAME DOVER WGT v 533 LE3S. w _z p ' z zS - Lu zt UA Z-uAVLuRAISEDDIAMONDPATTERNLHLCL z -A W- V p LU Lu CL ulow - r LLI 4)6 /4" DIA. VENT THOLE o o o- = l ZQ vQlTi_OlTi wtSi 0 REVISIONS 26-1/4 r- I I/2'I LTR DESCRIPTION DATE I PRELIM ISSUE 03.01.20 24" FOR REVIEW oFENINC-- 34" ISSUE FOR 04.03.20 PZG PERMIT SEPARATOR T FRAME/COVER TOWN STAFF 05.18.20 REVIEW COMMENTS TOWN STAFF 05.21.20 REVIEW COMMENTS #2 GONDITIONS OF 06.02.20 51TE PLAN APPROVAL SIN PNMT EL. 133.30 12" HDPE OUTLET TO GHAMBER 12" I NV 131.30 OUT 12" INV 131.30 OUT TO MANIFOLD 22" DIA GRATE MAX FIN PVMT EL. 136.30 MIN FIN PVMT EL. 133.00 EXIST OR EL. 134.00 TOP 6HAMBER EL. 133.00 - s 10=YR INFLOW= 4.22 GFS I HA 10=YR OUTFLOW= 0.03 GFS x 12" INV EL. 131.50 E30T GNAMBER EL. 130.50 60.1 LF STONE BED 10) R0 5 (8) STORMTGH SG_40 GNAMBERS E30T 12" THK STONE BED ELEV. 121.50 E30T GHAME3ER ELEV. 150.50 TOP GHAME3ER ELEV. 155.00 (2' MIN. COVED) TF 154.50 (5YSTEM OVERFLOW ELEV) 0.. vi,A 10 i UKri i sc,m INS/ 132.25 IN ilk")N INSPECfiION PORT TO 5RADE INS/ 132.00 OUT (lk" BY -PASS) -N WITH GONGREiE GOLLAR INV 152.25 OUT (15 19v TRAFFIG RATED GAP I5C LF l5" HOPE- a=C.C 2 TY i) LA INFILTRATION BED PLAN VIEW 154.5 END GAP 50T STONE EL 121.30 =>' 12" DINT EL. 121.50 BASED ON 6WT MEASUREMENTS TAKEN FROM MONITORING HELL "A" (SEE DWG G=04). TO BE VERIFIED BY GONTRAGTOR DURING SITE STRIP 14'1 1 AY -1 JP I FNrajT1H Rlu1i1nu1l=uVIr'Miwi I I.) .JOINT 15 ABOVE LIOUID LEVEL AND SEALED KITH PETROLEUM RES15TANT SEALANT 2.) INTERIOR OF TANK 15 COATED WITH PETROLEUM RE515TANT SEALANT 5.) EXTERIOR OF TANK 15 COATED WITH WATER -PROOF EPDXY SEALANT 4.) TANK SHALL BE REINFORGED RATED FOR AA5HTO H-20 WHEEL LOADING 5.) GONGRETE SHALL `BE TYPE II GEMENT (ASTM G-150) WITH 5000 PSI 5TREN6TH 6.) INTERIOR OF EXTENSION TO GRADE MANHOLES SHALL BE COATED WITH PETROLEUM RESISTANT 5EALNT 1.) VOIDS BETWEEN INLET AND OUTLET PIPING, SHALL BE FILLED WITH NON-SHRINKIN(5 GEMENT AND COATED WITH WATER -PROOF SEALANT 8.) MANHOLE FRAMES AND GRATES SHALL BE GA5T IRON AND SHALL BE RATED FOR AA5HTO H2O -44 WHEEL LOADING. 1.) TANK SHALL BE ANGHORED TO RESIST BUOYANGY A5 MAY BE REQUIRED. NEW GE #2 - TYPE I I =G DE3L 5RATE = TF = 154.50 MIN FIN PVMT EL. 154.50 MIN GOVER n E1=NV MAIN I NL n 10 -YR STORM EL. 155.1a v 0.02 HOPE TA I LVWER 132.2 IN 12 HDPE ° - 4 OQ n 13" MAIN OUTLETz INV 132.25 OUT .. h 1 2 BY-PASS TO G 3 n; OUTLET INV 152.00 v TO OIL/SEDIMENT Q SEPARATOR TANK n a q v4,. n q v v vn T. ' AIDE DE3L GE SUMP CB #2 TYPE II -C DBL GRATE CB DETAIL TOP OF TANK TO BE REINFORCED PRE-GA5T CONCRETE WITH A LOADING CAPACITY RATED FOR AN AA5HTO H2O -44 WHEEL LOADING 4NITH 24" COVER 1500 GAL 01 L & SEDIMENT SEPARATOR TANK. DETAIL 3.3" BIT PAVEMENT PAVEMENT BASE 10) ROWS OF (a) SECTIONS A05 STORMTEGT i 5G 140 GHAMBERS (SO 5EGTION5 TOTAL) EFFEGTNE STORAGE VOLUME PROVIDED = 6,161 GF (0.16 Ac -Ft) SECTION THRU STORMTEdHs 50T. 0m 4' . LUNFITA T g Y,-+A MAX FIN PVMT EL. 136.30 MIN FIN PVMT EL. 133.00 LUI UAz w - C> z o 3/4" GLEAN ANGULAR GRUSHED STONE ALL SIDES 4 TOP 12" 1 INLET 10 -YR STORM EL. 133.15 THAN 3611 DIA OR WHEN OVER SHAPE TO PIPE BELL Oteotegasi®, BEDROCK LAYER TRENGH WIDTH @,. ee•. ', °s.' ALL HDPE STORM DRAIN PIPE TO BE RATED FOR H2O -44 WHEEL LOADING AT 12II MIN GOVER py d STORM DRAIN PIPE TRENCH SEWER" AND 'IGONFINEO SPADE EDWARD H. WENKE III, PE PERMIT REGU I RED" OAST IN GOVER CT PE # 16771 J ONF \NFD Spq CIZLY fY O~ Q O Z r MFR B'( moo, o-_ LeBARON FOUNDRY' Q z v o o° vzp- -1 z G wILGATALOONO. LA26Q o z Q w o Q wQQ -A EWE Rv, `, FRAME DOVER WGT v 533 LE3S. w _z p ' z zS - Lu zt UA Z-uAVLuRAISEDDIAMONDPATTERNLHLCL z -A W- V p LU Lu CL ulow - r LLI 4)6 /4" DIA. VENT THOLE o o o- = l ZQ vQlTi_OlTi wtSi 0 REVISIONS 26-1/4 r- I I/2'I LTR DESCRIPTION DATE I PRELIM ISSUE 03.01.20 24" FOR REVIEW oFENINC-- 34" ISSUE FOR 04.03.20 PZG PERMIT SEPARATOR T FRAME/COVER TOWN STAFF 05.18.20 REVIEW COMMENTS TOWN STAFF 05.21.20 REVIEW COMMENTS #2 GONDITIONS OF 06.02.20 51TE PLAN APPROVAL SIN PNMT EL. 133.30 12" HDPE OUTLET TO GHAMBER 12" I NV 131.30 OUT 12" INV 131.30 OUT TO MANIFOLD 22" DIA GRATE G Dwg. No. C==m08 SHEET 8 OF Scale: AS SHOWN Date O 4 ZONING COMMISSION MARCH 2020 Project No. k 200202 lit 1 c TO SUIT NEIN GB #5 Z. 24" DIA NEENAH H=20 GRATE REINF ONG t PH Q a TE 133.50 OVERFLOW ELEV. VV 2411 DIA OPENIN6 G Dwg. No. C==m08 SHEET 8 OF Scale: AS SHOWN Date O 4 ZONING COMMISSION MARCH 2020 Project No. k 200202 lit 1 TO SUIT REINF ONG t PHVV2411DIAOPENIN6 20 RATED r BY PASS' INLET INV 151.60 IN G Dwg. No. C==m08 SHEET 8 OF Scale: AS SHOWN Date O 4 ZONING COMMISSION MARCH 2020 Project No. k 200202