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HomeMy WebLinkAboutSite PlanIL 0 N1 Q N i C n 0 O N w f r• -i 1• N r -i V z O tn w z ora kD O 1 o Q N W p 11 3. rY tj O e• Q 110 a IL V) w O CL 34 N/F NIF - . w w_:,..:. . SANDRA J. SNEDDON SYLVIO J. VIENS 70 I- F _ ` _ $ 70 MAG. 8/07/G6 34 n.= _ - - 70 IP , M(: 3. 60 = -- FND I, 150 . r ,.. - - P . f -=_"_ - -- ---' i i _ .y. - F 11'• - _ PETER M &LYNN- A r_____ - r t , S r= 50 ---- 8-D1 1 PLOURDE5 n40 R f _ _.._ I 11 N/F 40 , 04:26 3 O RB 87 FNDI- : y 4_,.. , ._- _ : , SYLVIO J• VIENS ...._•_ 4 ,. a I L,. - v r - il .„ .,. rj rr ,, E, r f .. . S FNDr. r . i '05tr RB 11 8 ` F 4.. O4 , t f 1 i ;.. ll, r l 2 _ • , r .z ff 1 r _ - _ 7 I301 4 > y .. i - f ! f _% . s t 7 at . e .f bt, N Q / f tt. f f1. • ) _ --.-.. ti RF; `, ! _.._ . E' ( -j _ Y , s m+ RB . FND ', f _ SETk { ft j/ j f, ,:.t .-fs e e1• 5$,. _ • . ,( , t1 ; r'a , _ _ • '1 l r f , - v. . t 9 11 4i k j - - - "' 3 f - I I Y. F € n r I `, tF N/FI ,. 46 r o! _ l ,. r : Al. I , 1 =, I { !, jY r` , . O BRUCE. J. BORDEAU I `t '' 7 ! ,. )}` / 6 NAL . k y ws ,.. , { { , " ff FND I . cc (I 4 ( j hl l i r. « tet \` f s € ? € 6I t1 . ? a I, 0 i I . 1 , , -.\ . I t O \ L E G` E. . . \ , ,. 1 . I 111. ? . f ',t '\ .6 . I _ '`k % I 1 t _ f , { - \, PROPERTY LINEa I I j f 1 l jji{! AREA- 90,383 Sq Ft. . I , I _. , , _ ' .; i ., 2.07 Acres ;` I . 1 RB STREET PROPERTY LINE - -. I ! SET1lI [ x, I'' 1 . \ I I . -V .. " hlo r"'11 ; kI "I. 4 1 d STONE WALL / I. I I .1 t` '% I ,, . CP I / t 1 , 1 f fi l .Ir = , ¢ GENERAL NOTES: IP r 7006.. J- l ', I J l` f f r, { f I , I f. r /' /' r` r / RBK,_. IRON PIPE FOUND FND / / I / r / r ( , SET 1. THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 - i _# / ` w THRU 20-300b-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - MINIMUM RB PAKODF % l / # ( I / ( f/ / f/ i'' r j / / STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT AS ENDORSED BY THE REBAR FOUND O FND LEA \ ^ _ w , ) e, x % / ( , t •, a ' / CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. IT IS A PROPERTY SURVEY BASED ON r ' . 1 If . I f / j, . - A FIRST SURVEY CONFORMING TO HORIZONTAL ACCURACY CLASS A-2. TOPOGRAPHIC ACCURACY T-2. DH: - Wv , / , , '. f' ! r•- i /' . ;/ t 78 TO MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. DRILL HOLE SET SET ( .•°` . - IW, x i ' ,4, 1 , i I . r / I' F 1 I ? I€, _,' f1 11 N/F 2. THIS MAP AND SURVEY IS VALID ONLY IF PRINT OR MYLAR HAS THE EMBOSSED RB ` .. _ ` 1 SEAL AND LIVE SIGNATURE OF THE SURVEYOR. I ( } i !f f i / DAVID M. LORD^ . REBAR SET ® SET I 1* r ' . t l f f t'r / f / f, f ; r f 3 I ,` / 3. MAP REFERENCE: iJ `± , _ 1 BOUNDARY SURVEY PREPARED FOR WILLIAM &SANDRA SNEDDON SEGAL BANK ROAD OLD FITCH HILL ROAD UTILITY POLE %t c' I' / i f ' ;°' 1 1 t f f` YGARAGE I _ tk MONTVILLE, CT SCALE 1 "=20' DATE 2/4/88 REV. 2/10/88 PREPARED BY FRANSEN CONSULTANTS. f { { f ( :, -' -_ _ _ m,- _ . f' d, t I ri n 1 I o h 4. OWNER: O ti. A , ---. 4", _ _.. .- f ? £ s _ APPLICANT: CATCH BASIN 11 11I _ . ... _ - { f I -- _ DAVID &LAUREN MAIN JOHN ALDI I = ' m. - .- `f r` ' T # I t `j 45 FOUR MILE RIVER ROAD 100 MAIN STREET TREE LINE I I , R 1 I s . y; I ; CARRIAGE HOUSEII OLD LYME,. CT y_ I f f I t 1 = s r I ;i OLD SAYBROOK, CTftfrI . a ai jja it n { , , < - 5. SITE IS LOCATED IN ZONING DISTRICT R-20. ra.. f t 1 ..___. _ .. ;: E ' I I II f= !, r { I j , . / 6. EACH UNIT WILL BE SERVICED BY TOWN WATER AND TOWN SEWER. u { i ` GRAVELS11. I ` I i 1 { { \ ` AREA_= HELTCO 7. ELEVATIONS BASED ON NGVD 1988 VERTICAL DATUM. AS r r 1 { ` . ; , r t 10438 f ! I ! i ' \ \ ` =- 8. TOTAL AREA TO BE DEVELOPED = 2.07 ACRES. t t I il,I !, . ` :... . • "" r. T:, --- DH \ 9. ALL EXISTING UTILITIES TO BE ACCURATELY LOCATED PRIOR TO CONSTRUCTION. f ! ` """` .. SET CALL BEFORE YOU DIG: 1-800-922-4455. i I I t 1 .. 10. NO CERTIFICATE OF OCCUPANCY WILL BE ISSUED FOR ANY UNIT UNTIL SUCH TIME AS S J 9 ( I , 'j k/'', , ....--` THE ROAD IS COMPLETE AND ALL RELATED UTILITIES ARE INSTALLED. 1IP. I - / \ CONCRETE 11. UNSUITABLE MATERIAL IN PAVEMENT AREAS MUST BE REMOVED AND REPLACED WITH I t _ L 9 r` 1 f1. GRAVcL PAD 78 SUITABLE MATERIAL AS DIRECTED BY THE TOWN ENGINEER. I { : \` {' f, f: AREA { 1 f N 89'19' 46"E i CP ;a` p \X, f I ; 17 95 - { 7008: ANG W II \ 12. ALL MAJOR CHANGES TO THE PLAN MUST BE APPROVED BY THE PLANNING COMMISSION. f x i `- 1. is I. ctl'l, 3 I .5, , ill rt PPROXIMAiL LOCATION OF ..,- . G a i ' 13. ALL CATCH BASINS ARE TO BE CLEANED PRIOR TO FINAL ACCEPTANCE OF IMPROVEMENTS. I F, ,,VEXISTING SEPTIC AREA I \ _ , =,, 707 R3 `, '; YE. _ { 14. AS -BUILT DRAWING OF THE ROAD AND UTILITIES WILL BE PROVIDED AT THE COMPLETION OFfFTEONESTOR ., ->; I ItIl ` HOUSE ... THE PROJECT. I I (I\ ;. t \ I \% 11 ` I ' '- WITH WALKOUT r X-` 15. LOCATION OF WELL/WATER SOURCE !S UNKNOWN. l BASEMENT T ;` 't, ';, QPM e,r •'`° - 16. LOCATION OF APPROXIMATE SEPTIC AREA TAKEN FROM SKETCH ACQUIRED FROM TOWN OF MONTVILLE 111 r,- jx W i a °? ` , %. I ? ` , ,r`1 a ,:_asp :. 1 i K l ` BUILDING DEPARTMENT r- t 1 \ 7 RETAININGf1, _ / '/ -___ ] t_ _ \ 11 u WALL. -'` I 17. THE MINIMUM FLOOR AREA OF A MULTI -FAMILY DWELLING UNIT SHALL NOT BE LESS THAN r In Icy / r ; 4 ` _,h.. :..._.,,. _ ./ s I / ` I. .l N/F 600 SQUARE FEET. Co }_ :,.. 50 f I I( I , . ; ( A ZHUO YUAN & JUTAO & FU RONG 18. THERE SHALL BE NO OUTSIDE STORAGE ON THE: SITE. LL, RB f, I t -,y 4 CHEN_ IS ,T -0 : __ _- r f3` _ 19. THE SITE IS NOT LOCATED IN A FLOOD HAZARD ZONE AND IS LOCATED IN FLOOD ZONE I r _\ . I (. t- ` 42 C PER FEMA COMMUNITY PANEL NO. 090099 0003 B JULY 2, 198011` % ?` S78'31'23"E ! (_ , S IED ` / fi, `,,. ,, _ - - ' -- _ .: - 20. THE SITE IS NOT LOCATED IN A COASTAL AREA MANAGEMENT ZONE AND THERE ARE NO 14.17' { _... . / - _ r / - ; t ! ' INLAND WETLANDS LOCATED ON SITE. IRT I ' ,- , r .•' - ;- 21. A ZONING PERMIT FOR ANY FUTURE PROPOSED SIGNAGE TO BE LOCATED ON THE SITE SHALLI F .,. jS ` ,,: . -' BE OBTAINED FROM THE TOWN OF MONTVILLE ;?ONING ENFORCEMENT OFFICER AND SAID SIGNS 4 * / F . f' JI r . r " ' Yom` 1- 1 w SHALL BE IN COMPLIANCE WITH ALL THE REQUIREMENTS OF SECTION 20 OF THE ZONING REGULATIONS. i II 1 ;; f: 'SET II ` • if r r\ y,,r r J n. - _ r -I I z. ; ;. 3 / ly fr, ir ; - 1 f f DH 1. IBOUNDARY & EXISTING CONDITIONS PLANi I ., a_,) .1 ' SET W r /. . {s , . . - y f 11 I F , °' DH N 39'39'49" W 1 % t { ,, 00 f r : I_ 11 I I I - I .-- I I I -- I-. . ___ I . 111. 11 111111111111II 111.1Ili 11 1 , I 11 I . I ------- I ----- III I . I I . I I . . I I . 0 \, I . I I . 1 LANDS CAFE SCH:EDULE I I I I I . . . I 0 I II. . I ., I . I . I . . . . 6, ,.. I I I . . . Key Botanical Name Common Name Size Quantity C.B. T.F. = 38.70 , INV. IN=34:80 .- Z, " , 11: . Deciduous Shade Trees 1 -- CP\ I . I _, 14,-' l,l .- . "_, , '/,. 1I INVour=34.21 .. Ac Acer Campestre He. Maple 1.5-2" cal. I I 4 r` t 1, Z' Qr . Quercus rubra Red Oak 2-2.5" cal. 4 Ever reen Trees a, C.B. /t,. Ps Pinus strobus Eastern White Pine 5-6 ht. 40 F T.F.=3 7 _ r' : . INV.- 5.4a- `- - - f f. l Small Flowering TreesftAl/- ( V fi?, _ e ff i _ - V Cf Cornus x 'Stellar Pink' Stellar Pink Dogwood 1.5-2" cal: 4 r /`{ r' .:.. _.«`-' ` _ 4 All disturbed areas not covered b buildings, roads, and walks shall be landscaped orY9P s., / r ''- _z.. planted with New England Erosion Control / Restoration Mix. Grass areas shall be Ioamed y CP ,.' „ - _ (4 inch minimum), fertilized, seeded, and mulched as required to suit soil conditions. 7006 0 0 oil I' o i y, I'' r' I x - _ ` i 11 f1-- / , I ; j} p f, PLANT INC SPECLFICATIONS . 1 All plants shat be nursery grown and conform to the latest edition . t , /, j / # {1i I t , of ANSI 260.1 , AMERICAN STANDARD FOR NURSERY STOCK. 1 > r,- a <' }. . , • \ d 1 ! 4 _ `,-"- r I 2. No substitution of plant materials will be allowed without the prior 1. ; ' .p._ ;,. P f _\% / r" {• , F. , E I " Illr written consent of the Project Owner & Town Staff. y, j `' 3. Plantin mixture .for trees aria shrubs: o- _ r r . 1 - ( / 0 ;-c 1 part dehydrated cow manure or composted organic material 44. _-- ;,` /. oo 1 .'' \ 2 arts eat moss 1 r•r, , f i 11 F / elo 5 parts topsoil 1 ( - ` 4. Fertilizer: to be complete plant food with a guaranteed analysis of I . ° o , ` r. _ 11. 10-10-10 unless otherwise PP Y the landscape architect. O% :r , z .1 . ;1= ` erwise a roved b 1 { 1+ r { '\ Fertilizer shall contain 50% slow release nitrogen and 50% quick r '- . 11" ,/ , 0 I" f . release nitrogen. of the holer ,- ,f f t 5. All plant pits must be free draining. Break up the bottom h r f' . / -'" b fork if necessaryto ensure plant has proper drainage. r z r" ._ ., .., <,,.,. _._,»„ - Yrs , e ."` ' - r ' - 01{` m vk ,4 f:k._ f-' . Set all plants in center of dant pits, plumb and straight and as detailedti. 41 I / r.. F I/ r Qt" „r ,./ / ,. ' on the drawing. All plant material shall bear the same relationship to f , sy. _` `s "`A 1 f Wished grade as to original planting grade prior to digging. Trees shall 1 / , finished rade. pI ju with fin( hhejunctionofrootsandstemlevel gv w q . a,.- - ._'r.- -''`` f ;n f 1; `` 1 Handle Ilea and burls ed plants from the ball only. Once positionedq '" , , P P P Y P f be anted with t r _. ,'" r \ ball1Vf -" -""" FARING ONLY in the hole, remove the top 113 of the burlap from the root . r . • - _- - - { PROPOSED T FELINE UNDERBRUSH CL 4 ' F __ 1_. •-/ NO CLEAR CUTTING WITHIN THIS AREA without disturbing the roots. S ,a. - % IMIT OF CLEARING '.'. 1 . • ( ti.. 11 ,11 s I . df , . e e. 7 +„ -' ., 1. , - --` 8. Face each lant to ive the best ap aranc9PT \,I.. , P s,, _ r x.. r r_ 9: Fill plant pits 2/3 their depth with prepared planting mixture, watercA- f, . r ,. I I I r r _. e / \ thorou hl and allow to settle. Com tete back -fillip water thorou hlis9YP9 9. Y an voids and air pockets. Provide additional back -fill astoeliminateyp ri f I' f ' 4 , . • .. • r e f necessary to conform to required elevation and as detailed. 700.,,-' jr % ' , .. , . > f • ' , , , - • , ,' i,, , r' - I • , . 1. I / ." r , • . , . 10. Form saucer and install mulch over entire plant pit and saucer area w I 11,. . f ' gin" \ 1. as detailed. i11 { 1 !' 'i . f . r . I I be used aroundJi11. 3 ices shredded hemlock bark mulch or equal shat f. { i : A . all trees and shrub planting- 12. All tants and trees shall be, guaranteed for period of one full yearWHITEf .• r1: , . P 9 P YPROVIDE :1 . . 2' 4. "` . r• .. is iv nF representative, andYfacceptancehwsrenafterinspectionandacctanebtheOwnerreesiPAINTEDSTOPBAR .> .. PASSIVE r:' P P Y P GN co. • ' . AND STOP SI O 6,' :1 shall have at least 80% health growth at the end of the guarantee period. ry 1 '`----:'r RECREATION SPACE Y 9 9 p r / 1. ; i f '- , 19,148 S. F. f , . .. << :.'' . . I t`' " , . St1 , S / __ 1 r' I jtr r ._. ._, r- .. • . . ,' . . • , ' , . . • . • . ' , . 4P . i r.. / t ) ;` j -_ / ____ - 1 1 ' ' F , • •' , • • • , , • • • , , • ' , • • , . • • , . • , . , . ' , . , . 7 NI - 1 I• _ 11 I I / / J 4 I I f + of ---;' 27 I + 44' -=- - rf 1 NCn , 11 - I .. ,'..' .'.' .'.• ...', .'., 11 -1I I I 11 . I ( / I'k ". I ........ ................. . III . .-*'.-. 102, < + ( 1 .)2 I I I / . . , . . . , ' . , ' , , . . , . . . , ' • . , . . , . • • • , • ' . i. t \b' i : \ .. I f{ . ,. .' .' .' .' •' ' .' • • ' .' '' ' ' '' • '' • , , • . ; .. ...., - - o _ 4()Qr •.....•..... .2 .• , ,. ,. ,. .\ T SLAB O_oI 1I + =56.5 / - T/SLAB T/SLAB .•,' .•,'.. •, . T/SLAB 4,,. I T SLAB =76.5 •, . • 1. r, _ ._---.v . r AB T SLAB / I - . , • . ' , - .. I _.v I , F.F.=66.5 T/SL =60 5 "O / _ I = _ .'' ' , .'' .'• '.'' .'• ,'.'• • ' . •' '' • • . ' • . • . • • . 58.5 =66.5 =68.5 6 O F.F. 84.5 F. .5 ,,.' ,,.' .,.' ,.. ,..' ., .,, ,, ,, ,,.' . O1 _ . F:F,=70.5 s - _ F 86 T` AC `11 F.F,=6$.5 a , r; F.F.-76.5 F.F. 78.5 I . , ', . , . • . .... • • ...... • ' , •,• ti 1 T SLAB .. f543 \ / T/S 6' 68'' I I -70.5 = 725B I ..••,.' ,.•'..•'.. ,. ^. a. o ` _ ` r f / 6°>, ._ . F.F.-80.5 F.F.=82.5 , . :. , ` y '\ y x'56,•.. _;: : " }. e ; r' aC . yI z r ' 1 i y V,:",.; / 11 "" - f I 11, &I f , 4 ! I I - , ,.; -, `, 11 I,,-- -1 -I , . -, ", -1,, II _.,,'. ,\ . .'" 11 I` / 1 ; . I \ 1. I 6 . ' . t.... * *. , _N ,,, I I _ ;;? . , -.-,. - _ IL i - . r•.". lz,, 4.,., t. o..... I ;k,,.. _ {; a}. 1. `,L ' ;,: , . , . , . , . - - ltt A 6' 62 / 1fmss: \ f . 1 - 20cSQtrh `; 1 m„ _ 1.v''- tom- _ .,-_ > y 1 - .Tq.. _ _ - ,..^aA S % 1i r ._. ., ( I / • , . • , • , . • • , . ' , . , . . ' .f'3• 1. 1, j Io w i .. .,. b rF ` '- , F1.a. ,,,,u• 11 1 t Iti`A /,41, J ,.. -'. ,,,. 11 1 / A._ = t t - .' .'• .. •. ... .. ... ,.' ,.. ... -11 - S j5Jj( 1 t , a ti 11rter. _ - - , , • , • , . , • , , , • , • • • . • ' , , \ -r. l0r • e '- ( P , ( . 1. "I 66 - 60_ _.-- I A l- ,','. •, •.. . • ', , . • •.. . • ', . • ','. •.. Y_ r e X, / 11 / I / "' ____ - -- ______ 1,,.___'__ 2z 1 - ay.,_ _ . v._ ___-1__- . f - _ ____ ._----- - . 8 X 10 DUM PSTER PAD . • - , - ' , . • . , , .V. . , . . , ..... . , . . , .. 1. , , . . , . 1J . r/ -_ -- ,--. -- --_ . , 1_, I ,_, --_.- .,_ _ o. w --r _. .,_ -,,..,•:w AND ENCLOSURE SEE DETAIL .. .. • .. ' . • . • .. • . • >% , . • . • • ' ' . • • ' . • . ' . • . r.__ ._._._._ .._»__ N,az ( ) . • , . • , . • , . , . , . . • . ' n-- iI.., , a_zi1. 11 - : i ` _ -" » a NO PARKING BETWEEN SIGNS t w - , 0 PARKING BE SIGNSN , "` .. r IRE LANE ONLY . \ 2 _ r' _ ...JL O 72.. ,r, I .,..:." ,-'LJL11 ILIL --- ,u, `•-- V_ I 11i / _ __ n., _ X _ _ _.... r I; F w._. . L r - .... i G L r F ! ,.. t ...: LOAM, SEED, FERTILIZE, AND - r_.... - ..I'll .,,, - 11 '; MULCH ALL SLOPES r% _ . Ps 31 pI I I . SEE NOTE LANDS C .PING PLAN & SIGNAGE I'.: \ co _&n EXISTING \\ \ _ . MARK THE NORTH SIDE OF THE TREE v EACH TREE MUST BE PLANTED SUCH THATTRUNKFLAREISVISIBLEATTHETOPINTHENURSERY, AND ROTATE TREETHEToFACENORTHATTHESITEWHENEVER POSSIBLE. OF THE ROOT BALL. TREES WHERE THE TRUNKFLAREISNOTVISIBLESHALLBEREJECTED. DO NOT COVER THE TOP OF THE ROOT SET TOP OF ROOT BALI, FLUSH TO . GRADE OR 25-50 IdM X1-2 IN) -\ 2400MMM M(ULCH) RING BALL WITH SOIL. 8FT6 DIAM PREFERREDHIGHERINSLOWLYDRAINGSOILS. 200 MM (8 IN.) r t rt Ii' tI'' IItrrrr r 100 MM (4 IN.) HIGH EARTH SAUCER Trr,, r r t , rrrrr BEYOND EDGE OF ROOT BALL. 50 MM (2 IN.) MULCH. DO NOT PLACE ,' rtrf r TRUNK. r i r illrtrt . MULCH INry CO TACT WITH TREE r t + r REMOVE ALL TWINE, ROPE AND WIRE, ANDMAINTAINTHEMULCHWEED -FREE FOR r r' 1','. } r 11 r r r r r r r r r. r r + f BURLAP FROM TOP HALF OF ROOT BALLAMINIMUMOFTHREEYEARSAFTERtrrrtr r,rrrr r ,: 11,% r r r r+ r r r r r r r f r,rrr r rrrrrPLANTING. IF PLANT IS SHIPPED WITH A WIRE BASKET AROUND INTO PLANTTIING HOLEES. DOWN 200 MM WIREANDROOT PLACE ROOT BALL ON UNEXCAVATED OR TAMPED SOIL. - TAMP SOIL AROUND ROOT BALL BASE FIRMLY WITH FOOT PRESSURESOTHATROOTBALLDOESNOTSHIFT, TREE PLANTING DETAIL NOT TO SCALE THIS DRAWING IS THE PROPERTY OF THE L.L.C. THIS PLAN AND REPRODUCTIONS, ADDITIONS OR iREVISIONS OF THIS PLAN ARE NOT VALID WITHOUT THE EMBOSSED SEAL OR BLUE COLORED STAMP AND BLUE COLORED SIGNIATURE OF THE LAND SURVEYOR OR ENGINEER WHO PREPARED THIS PLAN. 2" OF E SN( K E3URLAP FROM SIDES OF BALL PREPARED PLANTING MIX, J BACKFILLED IN o" LAYERS, UNDISTURBED SOIL WATERED SUFFICIENTLY TO THOROUGHLY SETTLE SO BALL DIAMETERTHATNOA1RPOCKETS ARE PRESENT 2X BALL DIAMETER SHRUB PLANTING DETAIL NOT TO SCALE PLANW - W ELEVATION . NOTE: STAY OUTSIDE DRIP LINE EXCEPT WHERE CONSTRUCTION LIMITS DO NOT ALLOW. TREE PROTECTION DETAIL NOTE ALL WORK IN CONJUNCTION WITH THE SITE PLAN SHALL BE COMPLETED WITHIN FIVE (5) YEARS OF THE EFFECTIVE APPROVAL DATE. . EXPIRATION DATE: NOTE: APPROVED BY THE MONTVILLE PLANNING COMMISSION DATE CHAIRMAN SECRETARY DATE NOT TO SCALE DATE REVISION 12/15/06 EVER GREEN TREES, C.B. GRAPHIC SCALES . 20 0 10 20 40 80 . I . IN FEET ) I inch= 20 it, OLD FITCH HILL ROAD I I CONDOMINIUMS PREPARED FOR.. I JOHN ALDI 1 35 OLD PITCH HILL ROAD MONTVIL,LE, CONNECTICUT SCALE: 1"=20' SHEET 5 OF 13 DATE: OCTOBER 16, 2006 JOB NO. 06-066 r__ - C GEIS WICK - MEREEN L.L.C. P.O. BOX 539 1020 HARTFORD TURNPIKE WATERFORD,, CONNECTICUT 06385 TEL. (860)442-2201 FAX. (860)442-2205 NEW D.M.H. INSTALL 15" INSTALL 104 L.F, T.F.=55.3 CONCRFTF F F t i IIIIIIIIIII IIIII PUMP CHAMBER LOCATED OFF R0/ CENTERLINE STA. APPROX. _ _ FINISH GRADE APPROX. 55.0 LTVV THIS DRAWING IS THE PROPERTY OF THE L.L.C. THIS PLAN AND REPRODUCTIONS, ADDITIONS OR REVISIONS OF THIS PLAN ARE NOT VALID WITHOUT THE EMBOSSED SEAL OR BLUE COLORED STAMP AND BLUE COLORED SIGNATURE OF THE LAND SURVEYOR OR ENGINEER WHO PREPARED THIS PLAN. 20 6 GRAPHIC SCALE 0 10 20 0 I IN FEET ) 1 inch 20 ft. 3+00 80 ALL WORK IN CONJUNCTION WITH THE SITE PLAN SHALL BE COMPLETED WITHIN FIVE (5) YEARS OF THE EFFECTIVE APPROVAL DATE. EXPIRATION DATE: NOTE: APPROVED BY THE MONTVILLE PLANNING COMMISSION ON DATE CHAIRMAN SECRETARY DATE DATE REVISION 12/11/06 TOWN CONSULT. ENGINEER COMMENTS DRIVEWAY PLAN &PROFILE OLD FITCH HILL ROAD CONDOMINIUMS PREPARED FOR JOHN ALDI 35 OLD FITCH HILL ROAD MONTVILLE, CONNECTICUT SCALE: 1" = 20' SHEET 6 OF 13 DATE: OCTOBER 16, 2006 JOB NO. 06-066 o GER WICK — ` MEREE, N L.L.C. P.O. BOX 539. 1020 HARTFORD TURNPIKE WATERFORD, CONNECTICUT 06385 TEL. (860)442-2201 FAX. (860)442-2205 I I I I I: r- I r I Ogg T U qA I 58 S 5E 56 Q- m v OR 5 E 54 m- r • 1 v 62 54 52 52 50-7 R G I SE`N 50 48 5 48 46 TF 5R S = 86— SAN. SEW0.01 46 44 44 42 42 DATUM ELEV- 40.00 40 00 n r p O 00 cNo opt. O n-j nn LTVV THIS DRAWING IS THE PROPERTY OF THE L.L.C. THIS PLAN AND REPRODUCTIONS, ADDITIONS OR REVISIONS OF THIS PLAN ARE NOT VALID WITHOUT THE EMBOSSED SEAL OR BLUE COLORED STAMP AND BLUE COLORED SIGNATURE OF THE LAND SURVEYOR OR ENGINEER WHO PREPARED THIS PLAN. 20 6 GRAPHIC SCALE 0 10 20 0 I IN FEET ) 1 inch 20 ft. 3+00 80 ALL WORK IN CONJUNCTION WITH THE SITE PLAN SHALL BE COMPLETED WITHIN FIVE (5) YEARS OF THE EFFECTIVE APPROVAL DATE. EXPIRATION DATE: NOTE: APPROVED BY THE MONTVILLE PLANNING COMMISSION ON DATE CHAIRMAN SECRETARY DATE DATE REVISION 12/11/06 TOWN CONSULT. ENGINEER COMMENTS DRIVEWAY PLAN &PROFILE OLD FITCH HILL ROAD CONDOMINIUMS PREPARED FOR JOHN ALDI 35 OLD FITCH HILL ROAD MONTVILLE, CONNECTICUT SCALE: 1" = 20' SHEET 6 OF 13 DATE: OCTOBER 16, 2006 JOB NO. 06-066 o GER WICK — ` MEREE, N L.L.C. P.O. BOX 539. 1020 HARTFORD TURNPIKE WATERFORD, CONNECTICUT 06385 TEL. (860)442-2201 FAX. (860)442-2205 THIS DRAWING IS THE PROPER:IY OF THE L.L.C. THIS PLAN AND REPRODUCTIONS, ADDITIONS 0P REVISIONS OF THIS PLAN ARE NOT VALID WITHOUT THE EMBOSSED SEAL OR BLUE COLORED STAMP AND BLUE COLORED SIGNATURE OF THE LAND SURVEYOR OR ENGINEER WHO PREPARED THIS PLAN. GRAPHIC SCALE 20 0 t0 20 40 80 IN FEET ) 1 inch = 20 ft. VLL 1'11 L.11 111LL 1\VL7L CONDOMINIUMS PREPARED FOR JOHN ALDI 35 OLD FITCH HILL ROAD MONTVILLE, CONNECTICUT or n r Of IDUm (-IU I DATE: OCTOBER 16-2006 _ JOB NO. 06-066 REFERENCE IS MADE TO FILTER BARRIER INSTALLATION & MAINTENANCE r EXCAVATE TRENCH 4" AND 1. CONNECTICUT GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL, MAY 2002. BACKFILL & COMPACT PLACE FILL UP-SLOPE of TRENCH 2. SOIL SURVEY OF NEW LONDON COUNTY CONNECTICUT, U.S.D.A. SOIL CONSERVATION 1. DIG A 6" TRENCH ON THE UPHILL SIDE OF THE BARRIER LOCATION. EXCAVATED FILL 4 TOPSOIL 2 EACH SERVICE 1983. ALONG HAY. BALE 2. POSITION THE POSTS ON THE DOWNHILL SIDE OF THE BARRIER AND DRIVE THE DUMP STRAPS ExtsTlNc GRADE POST 1.5 FEET INTO THE GROUND. EXPANSION RESTRAINT FLOW -.- DEVELOPMENT N ,.:. 1/4 NYLON _ROPE W/ .. , ... •• PROPOSED DEVELOPMENT WILL ALLOW FOR APPROXIMATELY 350 FEET OF NEW ROAD AND 3. LAY THE BOTTOM 6 OF THE FABRIC IN THE TRENCH TO PREVENT UNDERMINING " WASHERS) 2 FLAT • THE CREATION OF 9 CONDOMINIUM UNITS ON 2.1 ACRES OF LAND ON OLD FITCH HILL ROAD. AND BACKFILL " go o ° o Q Q°Oopp(°n o SECTION Qn O o CS"_ V o p `' o INSTALLATION DETAIL BAG DETAIL o b"ooQ,8o0°0o cPoa OOOOOo°oa o O po o SOILS 4. INSPECT AND REPAIR BARRIER AFTER HEAVY RAINFALL. WEDGE LOOSE HAY PLACE HAYBALE AND STAKE DUMP STRAP BETWEEN BALES FIRST. STAKE AT ANGLE TOWARDS 5. SEDIMENT DEPOSITS ARE TO BE REMOVED WHEN THEY REACH A HEIGHT OF ONE PREVIOUS LAID BALE. THE PROPOSED SITE IS GENERALLY COMPOSED OF THE FOLLOWING SOIL TYPES: „ 4 CLEAN FILLFOOTBEHINDTHEBARRIERANDARETOBEDEPOSITEDINANAREAWHICHISSTAKESARE18MIN. INTO GROUND 2)-2 x2 x3 STAKESNOTREGULATEDBYTHEINLANDWETLANDSCOMMISSION. EMBED HAYBALE 4" HINCKLEY HkC DUMP STRAP OR REBAR PER BALE MIN. INTO SOIL HINCKLEY HkD 6. INSPECTIONS AND NECESSARY REPAIRS WILL BE MADE TWICE WEEKLY. LOAM &SEED CROSS-SECTION DETAIL SUDBURY ,,Sg If Hk -= HINCKLEY GRAVELLY Y AM s THIS GENTLY SLOPING HAY BALE INSTALLATION & MAINTENANCE SILTSACK NOT r0 SCALE C H N KLEY GR ELLY SAND LOAM, 3 TO 5 PERCENT LOPES, SIDE SLOPE BOTTOM OF SWALE SIDE SLOPEANDSLOPING, EXCESSIVELY DRAINED SOIL IS ON STREAM TERRACES, OUTWASH PLAINS, 1 BALES SHALL BE PLACED AROUND ALL PROPOSED CATCH BASINS WITH THE ENDS VARIES VARIESKAMES, AND ESKERS. TIGHTLY ABUTTING EACH OTHER. BALED. HAYELEVATIONORSTRAW HkD HINCKLEY GRAVELLY SANDY LOAM, 15 TO 35 PERCENT SLOPES, THIS MODERATELY STEEP , AND STEEP, EXCESSIVELY DRAINED SOIL IS ON STREAM TERRACES, OUTWASH PLAINS, 2: EACH BALE SHALL BE SECURELY ANCHORED WITH AT. LEAST 2 STAKES AND. GAPS .., HAY BALE BARRIER DETAILe. SWALEBETWEENBALESSHALLBEWEDGEDWITHSTRAWTOPREVENTWATERFROMPASSINGKAMES, AND ESKERS. NOT TO SCALE BETWEEN. THE BALES. a : • +. Sg,, a .+• SUDBURY SANDY LOAM, THIS NEARLY LEVEL TO .GENTLY SLOPING, MODERATELY WELL d. .: eDRAINEDSOILISONOUTWASHPLAINSANDSTREAMTERRACES. 3. INSPECT BALES AFTER EACH STORM AND REPAIR OR REPLACE PROMPTLY AS NEEDED, REMOVE SEDIMENT BEHIND THE BALES WHEN IT HAS REACHED HALF THE HEIGHT AND IS e' a • 4. • • • i GENERAL DEVELOPMENT PLAN DEPOSITED IN AN AREA WHICH IS NOT REGULATED BY THE INLAND WETLANDS COMMISSION. w^ BALES BUTTED TOGETHER 4. INSPECTIONS AND NECESSARY REPAIRS WILL BE MADE TWICE WEEKLY. UPRIORTOTHECOMMENCEMENTOFOPERATIONSINACCORDANCEWITHANYPERMITISSUEDw0 BY THE TOWN OF PLANNING PLANNING AND ZONING COMMISSION, THE CONTRACTOR SHALL > o® WEDGE LOOSE STRAW INSTALL ALL EROSION AND SEDIMENT CONTROL DEVICES. TEMPORARY VEGETATIVE COVER a BETWEEN BALES ToINLETSEDIMENTCONTROLDEVICEQCREATEACONTINUOUS PUBLIC ROAD 11 f 3o y BARRIER THE CONTRACTOR SHALL OBTAIN A SITE INSPECTION FROM THE TOWN OF MONTVILLE ZONING _A TEMPORARY SEEDING OF RYE GRASS WILL BE COMPLETED WITHIN 15 DAYS OF THE FORMATION NOT TO SCALE ENFORCEMENT OFFICER TO ENSURE THAT ALL EROSION AND SEDIMENT CONTROL MEASURES OF STOCKPILES. IF THE SOIL IN THE STOCKPILES HAS BEEN COMPACTED BY CONSTRUCTION OPERATIONS IT SHALL BE LOOSENED TO A DEPTH OF 2 INCHES BEFORE THE FERTILIZER LIME AND • HAVE BEEN INSTALLED IN ACCORDANCE WITH THIS NARRATIVE. UPON CERTIFICATION WITH °o o° RESPECT TO THE INSTALLATION OF EROSION AND SEDIMENT CONTROL MEASURES, THE SEED IS APPLIED. 10-10-10 FERTILIZER AT RATE OF 7:5 POUNDS PER 1000 S.F. pp 8 0 LIMESTONE AT A RATE OF 90 LBS. PER 1000 S.F. SHALL BE USED.. RYE GRASS APPLIED ATA 1 8 ° 2"x2"0' LONG STAKES NAND SEDIMENT OR REBARS EACH BALECONTRACTORMAYCOMMENCEOPERATIONSPURSUANTTOTHEPERMIT. EROS 0 E 0 oo0$O 000 0° SPECIAL RIPRAP EXISTING GRADERATEOF1LB: PER 1000 S.F. SHALL PROVIDE THE TEMPORARY VEGETATIVE COVER. STRAW o00 0 CONTROL DEVICES SHALL BE INSTALLED IN ACCORDANCE WITH THE FILTER BARRIER INSTALLATION . o0O ° 0 °o°°° (2" STONE CONFORMING FREE FROM WEEDS AND COARSE MATTER SHALL BE USED AT A RATE OF 70-90 LBS. PER 1000 S.F. 4 MINIMUM oo(Do0,0. p ogoo® BorroM of MAINTENANCE" AND "HAY BALE INSTALLATION & MAINTENANCE" SECTIONS. OF THIS NARRATIVE. 0 0'0 00 AR D.O.T. FORM 814, 198s DRAINAGE WAY AS A TEMPORARY MULCH. APPLY MULCH AND DRIVE TRACKED EQUIPMENT UP AND DOWN SLOPE OVER op O ARTICAL M.12.03 4.) ENTIRE SURFACE SO CLEAT MARKS ARE PARALLEL TO THE CONTOURS. 000°08 ALL STRIPPING IS TO BE CONFINED TO THE IMMEDIATE CONSTRUCTION AREA, TOPSOIL SHALL BE 24' FILTER FABRIC PLAN VIEW A STOCKPILED SO THAT SLOPES DO NOT EXCEED 3 TO 1. A HAY BALE SEDIMENT BARRIER IS TO. PERMANENT VEGETATIVE COVER A SURROUND EACH STOCKPILE AND A TEMPORARY VEGETATIVE COVER PROVIDED IF NECESSARY. TOPSOIL WILL BE REPLACED ONCE THE EXCAVATION HAS BEEN COMPLETED AND THE SLOPES ARE DUST CONTROL WILL BE ACCOMPLISHED BY . SPRAYING WITH WATER. GRADED TO A SLOPE NO GREATER THAN 2.5 TO 1. PROVIDE SLOPE PROTECTION ON ALL CUT SLOPES. ANTI -TRACKING PAD .•...,. POINT A SHALL BE HIGHER THAN POINT B TOPSOIL WILL BE SPREAD AT A MINIMUM COMPACTED DEPTH OF 4 INCHES. ONCE THE TOPSOIL HAS NOT TO SCALE THE PROPOSED PLANTING SCHEDULE IS TO BE ADHERED TO DURING THE PLANTING OF DISTURBED BEEN SPREAD, ALL STONES TWO INCHES OR LARGER IN ANY DIMENSION WILL BE REMOVED AS WELL AS AREAS THROUGHOUT THE PROPOSED CONSTRUCTION SITE. DEBRIS, APPLY AGRICULTURAL GROUND LIMESTONE AT THE RATE OF TWO TONS PER ACRE OR 100 LBS. FILTER FABRIC WITHDUS WOVEN , 2"x2"x48" WOOD STAKE WIRE FENCE, INDUSTRIAL NETTING, HAYBALFf CHECK DAM.. PER 1000 S.F. APPLY 10-10-10 FERTILIZER OR EQUIVALENT AT A RATE OF 300 LBS: PER ACRE OR OR SNOW FENCE FOR SUPPORT NOT To SCALE FINAL STABILIZATION OF THE SITE IS TO FOLLOW THE PROCEDURES OUTLINED IN PERMANENT VEGETATIVE 7.5 LBS. PER S.F. WORK `LIMESTONE INTO THE SOIL TO A. DEPTH OF 4 INCHES. INSPECT SEEDBED COVER. IF NECESSARY A TEMPORARY VEGETATIVE COVER IS TO BE PROVIDED UNTIL A PERMANENT BEFORE SEEDING. IF TRAFFIC HAS COMPACTED THE SOIL, RETILL COMPACTED AREAS, APPLY THE WEIR LENGTH COVER CAN BE APPLIED. FOLLOWING GRASS SEED MIX: 1 1' MIN. COMPACTED BACKFILL DURING THE STABILIZATION PERIOD, ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE 1' IN. MAINTAINED IN PROPER WORKING ORDER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CHECKING SEED MIXTURE LBS. ACRE LBS./1000 S.F. 5 MAX loo* ALL EROSION AND SEDIMENT CONTROL ON A TWICE -WEEKLY BASIS DURING THE FLOW EACH STORM EVENT. DURING THE STABILIZATION PERIOD WITH KENTUCKY BLUEGRASS 20 0.45 GEOTExnLE FABRIC - STABILIZATION PERIOD AND AFTER ash WHICH OCCURS WITHIN DISTURBED AREAS SHALL BE CREEPING RED FESCUE 20 0.45 - - - - - - - war POOL ELEVATIONRESPECTTO .THE SITE, ANY EROSION IMMEDIATELY REPAIRED, RESEEDED AND REESTABLISHED. PERENNIAL RYEGRAS s 5 0.10 I I, 11 -III -I 11=1 I I -III -I I -I 11-1 11- , 2" 45 1.00 I_ IiI -Iii -i I i -1 11=1 11-1II -Iii- 4 NATi'E SOIL ONCE STABILIZATION HAS BEEN COMPLETED AND CERTIFICATION THEREOF OBTAINED IN WRITING 3B FROM THE ZONING ENFORCEMENT OFFICER OF THE TOWN OF MONTVILLE, EROSION AND SEDIMENT THE RECOMMENDED SEEDING DATES ARE: X -SECTION E-8 CONTROL MEASURES SHALL BE REMOVED BY THE CONTRACTOR. tNor ro SCALE) APRIL 1 - JUNE. 15 AND AUGUST 1 - SEPTEMBER 15 SILT FENCE SECTION 3A NOT TO SCH'4E 2 DEVELOPMENT SCHEDULE FOLLOWING SEEDING, FIRM SEED BED WITH A ROLLER. MULCH WITH WEED FREE STRAW 1 IMMEDIATELY FOLLOWING SEEDING. IF A PERMANENT VEGETATIVE STAND CANNOT BE ESTABLISHED n IT IS ANTICIPATED THAT DEVELOPMENT WILL BEGIN JANUARY OF 2007. PRIOR TO THE START OF BY SEPTEMBER 30, APPLY A TEMPORARY COVER ON THE TOPSOIL. CONSTRUCTION THE DEVELOPER IS TO SCHEDULE A PRECONSTRUCTION MEETING ON SITE. WITH r TOWN STAFF AND PROJECT ENGINEER TO DISCUSS IMPORTANT SITE ISSUES INCLUDING SCHEDULING, 5 T n TEMPORARYY SEDIMENT TRAP SITE ACCESS, CONSTRUCTION METHODS, .AND INSPECTION PROCEDURES, POST -DEVELOPMENTEL,OI" MENT' 1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING APPLICATION OF LIME, FERTILIZER, AND SEED, STORMWATER MANAGEMENT PLAN 2' MIN. WEIR CREST 2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN 6" DEEP x 6SEQUENCEOFCONSTRUCTION1. POLLUTION PREVENTION TEAM VLEVAn0"'Ria°R CT Dor 4.5' MAX WIDE TRENCH, BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. 3 STONE THE CONDOMINIUM ASSOCIATION WILL BE RESPONSIBLE FOR CARRYING 1. INSTALL EROSION AND SEDIMENT CONTROL STRUCTURES AS SHOWN. OUT THE PROVISIONS OF THIS PLAN. _ Flow _ _ _ ' r 3. ROLL THE BLANKET (A) DOWN OR (B) HORIZONTALLY ACROSS THE SLOPE. 2. REMOVE AND STOCKPILE TOPSOIL AND INSTALL SEDIMENT BARRIER AROUND STOCKPILE. RY STORAGE 1' INi.O' MAX 4. THE EDGES. OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 2" 3. CLEAR, GRUB AND ROUGH GRADE PROPOSED ROADWAY. 2. SWEEPING - - THE ROADWAY, DRIVEWAYS AND OTHER IMPERVIOUS SURFACES SHALL BE _ _ z 5 _ _ cEOrExnLE FABRIC OVERLAP. 4. INSTALL ALL PROPOSED UNDERGROUND _UTILITIES. SWEPT CLEAN OF SAND AND LITTER AND ANY OTHER POLLUTANTS AT LEAST I I -III -III 3' MAxWET STORAGE __ III=I _ _ _=III--III=III=I III=III--III=III = _ = = - 5. WHEN BLANKETS MUST BE SPLICED DOWN THE SLOPE, PLACE BLANKETS END OVER5. INSTALL PROPOSED DRAINAGE SYSTEM. _ TWICE A YEAR. I ; III 1=1 I 1=1 I 11=I I I_-1 f l=1 I hI I 1=III=III=111=! I 1=1 11=1 I 1=1 11=1 I I==III=III= - END SHINGLE STYLE WITH APPROXIMA6. INSTALL SUBGRADE AND BINDER COURSE FOR PROPOSED ROAD. A. BETWEEN NOVEMBER 15 AND DECEMBER 15 (AFTER LEAF FALL) - _ - - - - - - - - - - r' FOUNDATIONS FOR UNIT GROUPS AND BEGIN CONSTRUCTION OF UNITS. I L:__i I I -=r) I I -III. I -III -1-1I- _ _ =I; • ( ) MATELY 4 OVERLAP. STAPLE THROUGH OVERLAPPED 7. EXCAVATE FOU B. DURING APRIL (AFTER SNOW MELT) III, ; ,I I=I I I=I I IEI I(=I I I=I I m I(=I I( =) I( -I I I -I I I; AREA, .APPROXIMATELY 12 APART. 8. PROVIDE DRIVEWAY AND UTILITIES TO THE UNITS. I I t III III t t I _III -I I i- -IIII,,III,1111=III; 9. INSTALL BITUMINOUS LIP CURBING, SIDEWALK AND SURFACE COURSE FOR PROPOSED ROAD. 3. MAINTENANCE AND INSPECTION -III- NOTE: ALL PERMANENT EROSION CONTROL BLANKETS ARE TO BE SYNTHETIC INDUSTRIES 10.' OBTAIN. FINAL INSPECTION. A. BI -MONTHLY- INSPECTION OF STORM WATER STRUCTURES AND OUTFALLS, X -SECTION A -A "PYRAMAT" OR "LANDLOK TRM 450". ALL TEMP EROSION CONTROL BLANKETS CAN 11. REMOVE EROSION- AND SEDIMENT CONTROL.. B. CLEAN SEDIMENT AND DEBRIS FROM STRUCTURES AND RETENTION PONDS BE JUTE MESH OR EQUAL BIODEGRADABLE MATERIAL. SEE PLANS FOR LOCATIONSNorroSCALE) ONCE A YEAR DURING APRIL. OF EACH TYPE TO BE USED AND FINAL DETERMINATION OF WHETHER PERMANENT OR TEMP BLANKETS SHALL BE INSTALLED WILL DEPEND ON THE NATURE AND ST( RMWATER TREATMENT BASIN NEw ENGLAND EROSION CHARACTER OF EXPOSED SOIL ©SLOPE SURFACE. CONTROL RESTORATION MIX THE STORM WATER BASIN IS LOCATED AT A LOW POINT IN THE DEVELOPED PORTION VARIES - SEE PLAN SLOPE STABILIZATION DETAILOFTHESITETOPOGRAPHYANDWILLBEUSED. DURING CONSTRUCTION ASA NEW ENGLAND ROADSIDE. 3:1 OR (LATTER TEMPORARY SEDIMENT TRAP. THE TRAP WILL BE EXCAVATED TO THE FULL DEPTH FLOW-._ MATRIX UPLAND SEED MIXNOT TO SCALE PRIOR TO THE COMMENCEMENT OF OTHER SITE GRADING. THE HIGH-LEVEL RIPRAP OUTLET WILL BE INSTALLED AND WILL ALLOW WATER OUTFLOW AS THE BASIN ----- , WILL BE INSPECTED AT LEAST ONCE PER WEEK SEED & MULCH ACCUMULATE SEDIMENTS. THE TRAP 2' AND WITHIN 24 HOURS AFTER ANY RAINFALL OF 0.5 INCHES OR GREATER,. THE 1 ` 1 ,, 1 STONE rSEDIMENTTRAPWILLBECLEANEDWHENSEDIMENTACCUMULATIONEXCEEDSONEHALFCOMPACTEDEARTH, TOP WIDTH EROSION & SEDIMENTATION CONTROL DETAILS OF THE AVAILABLE WET STORAGE CAPACITY. SEDIMENTS REMOVED FROM THE SEDIMENT 0'` MIN. TRAP WILL BE PLACED OUTSIDE OF THE UPLAND REVIEW ZONE IN THE DESIGNATED PROPOSED GRADE STOCKPILE AREA. PRIOR TO CONNECTING DRAINAGE STRUCTURES TO THE BASIN INTERMEDIATE EXISTING GRADE 1. 1 OR FLATTER OLD FITICH HILL ROn ADEXISTINGSEDIMENTSLOCATEDINTHEBASINBOTTOMARETOBEREMOVEDTOADEPTHRIPRAPCDIAQH I _ `` ' ', OF 6" BELOW FINISHED GRADE. IMMEDIATELY FOLLOWING THE GRADING, THE SIDE PAD AT OUTLET _OUTLET TO SLOPES SHALL BE RECONSTRUCTED, LOAMED AND SEEDED. NEXT THE HAY BALE GRADE CHECK DAM, FLARED END UNIT AND\ RIP RAP SPLASH PAD ARE TO BE INSTALLED. 6" INSTALL OF TOPSOIL IS TO BE PROVIDED AND ALL AREAS PLANTED WITH SPECIFIED SEED FILTER FABRIC 6" SOLID HDPE MIXES. 6" OF 1 " WASHED STONE (ADS N-12) SEED MIXTURE: ABOVE AND BELOW PIPE MIN. SLOPE=0.5% LBS. ACRE LBS./1000 S.F. STORMWATER BASIN NEW ENGLAND EROSION CONTROL/RESTORATION MIX 35 0.80 UNDERDRAIN: 6" PERFORATED NEW ENGLAND EROSION CONTROL WET MIX 0.40 HDPE (ASD N=12) NOT TO SCALE TRENCH WIDTH=3 THE RECOMMENDED SEEDING DATES ARE: JUNE 15 AND AUGUST 1 - .SEPTEMBER 15 VARIES 1' THICK OF MODIFIED RIPRAP APRIL 1 FROM -END OF WEIR TO BOTTOM SEE PLAN OF SLOPE FOLLOWING SEEDING, FIRM SEED BED WITH A ROLLER. MULCH , WITH WEED FREE STRAW CONDOMINIUMS J,- -DIE nAnenT„n TEMP.. DIVERSION BERM IMMEDIATELY FOLLOWING SEEDING. IF A PERMANENT VEGEIAIIVt STAND GANNVI dt ESTABLISHED BY SEPTEMBER 30, APPLY A TEMPORARY COVER ON THE TOPSOIL.p O O PROPOSED GRADE a DATE REVISION 1.5' 1 00 p 12/15/06 TEMP. SED TRAP O V THIS DRAWING IS THE PROPERTY OF THE L.L.C. THIS PLAN AND REPRODUCTIONS, ADDITIONS OR REVISIONS OF THIS PLAN ARE NOT VALID WITHOUT THE EMBOSSED SEAL AND SIGNATURE OF THE LAND SURVEYOR OR ENGINEER WHO PREPARED THIS PLAN. 1' THICK OF MODIFIED SPILLWAY SECTION RIPRAP ON TOP of WEIR SEE PLAN FOR ELEV.) NOT TO SCALE N.T.S. ra Lrr n L rvt JOHN ALDI 35 OLD FITCH HILL ROAD MONTVILLE, CONNECTICUT SCALE: NOT TO SCALE SHEET 8 OF 13 DATE: OCTOBER 16, 2006 JOB NO. 06-066 Tr BIT. CURB 4" TOPSOIL, GRADE, FERTILIZE, co co co 28' LIME, SEED & MULCH V-6 7/V-6 ;, , 7/8 0 10 6' 26' 6 2 2 #4 BARS 4'— 0 LG. 2 2 CROSS SLOPE AS PER CROSS SECTION 2" 2: 1 I'/ FT 1 „/ 5/8 3 5/8 : • : 2 13/16 1/4" CROSS SLOPE x•:. ti 1. Z. 2: 1 1 /2 3 13/100 i : _ TOP FRAME ELEV. O° 0 J1 00 PRECAST CONC. NIT AT FACE OF CURBx (D.O.T. STANDARD „ CENTER OF FRAME TELEPHONE/ _ 12 2'-8 3/4 12 12 2'-2 3/F3 8 ELECTRIC cn 6" PROCESSED TERMINAL OR HOG RINGS 7 5/8" 4" BIT. CONC. GRAVEL BASE CORNER POST 24" APART 2 SURFACE COURSE - CLASS 2 PRECAST CONC. 2 BINDER COURSE - CLASS 1 TIE WIRE BRACE POST MASONRY UNITS 8" GRAVEL SUBBASE OR PRECAST RISERS 2 13/16" 2 X PROPOSED STREET CROSS-SECTION X X X X X X X x X o— X % x x 'BRACE RAIL SOLID GREEN LATTICEz ;, NOT TO SCALE 14" x x Y N .•. • ; :y' INSTALLED IN EACH POURED CONC. OR :.: 7 13/16" y'.: _ x X 2„ MESH CHAIN x DIAGONAL PRECAST SUMP ; 41 k LINK FENCE . x x t .. ..'•, • '• . M • .. CO ' • • ' ' w' • r 'v' .+ • - - X % X X X X X - X X X X x X X x x X EXISTING GRADE ", 8 4-0 8 8 3_0 11 81111 x xx XX 2+- XxxXxxx OR ROADWAY SECTION xXx x x x x x x x x xXX xXxxXXXXx 4" CONC. SLAB GRADED 5 _4 4 -4 a TO DRAIN a FRONT ELEVATION SIDE ELEVATION % r 3'—° CONC. FOOTING COMPACTED SUITABLE j TYPE .,C„CATCH BASIN DETAIL TRENCH EXCAVATIONNATIVEMATERIALOR ' VARIES GRAVEL FILL \ / PAY LIMITS 10,-°„ NOT TO SCALE y PIPE BRACE PANEL D=INSIDE j DUMPSTER ENCLOSURE DETAIL DIAMETER / ° o ` 7 7 0 0 0 o OF PIPE ° NOT TO SCALE 1®6 /8" 1-6 /8 ao _ ' 1-3 16" ° / 12" 1-3/16„ 1.'3/16 1-3/16 TOP OF FRAME COMPACTED GRAVEL . FILL j PRESHAPE BEDDING TO APPLIES CONFORMING TO ARTICLE \ p FIT PIPE CONTOUR DRAINAGE PIPE M.02.01 / — 3_5/8„ 3_5 8„ 3-13/16" 3-13/16" j a o .•'.:. , •• 6„ .MIN. \ °° 12" MIN. INTERMEDIATE 0Oo PRECAST CONC. UNIT OVER EARTH no OVER ROCK RIPRAP 12" THICK o 0 D.O.T. STANDARD) 1 ' to/.. /., /.. /., /..X/_\11./A 12" 2 -8 3/4 12'' 12 -8 3/ 8 12 PERVIOUS w D+2 FT. 2" GRAVEL FILL WHEN FILTER FABRIC o 7-5/8 Q UNSUITABLE MATERIAL C?po 10YA ' PRECAST CONC. MASONRY UNITS OR PRECAST RISERS 7-13/16 z POURED CONC. OR PRECAST SUMP IN FRONT ELEVATION TYPE "C -L" CATCH BASIN NOT TO SCALE I.% CULVERT DIAMETER MAXIMUM TRENCH WIDTH 12" 3'-0"(MIN.) 15" 18 3'-6" 24„ 4,_0„ ENCOUNTERED poO 0 po00 o SUBGRADE2, VARIES 2, 8, N 7-77777, 4 • • ,' - SECTIM 8" 3'-0" 8" 40-47 TYP. TRENCH DETAIL RIP -RAP SPLASH PAD DETAIL NOT TO SCALE NOT TO SCALE SIDE ELEVATION NOTE: 2" BITUMINOUS CONCRETE ALL VERTICAL EDGES OF REMAINING „ TRENCH REPAIR NOTESPAVEMENTSHALLBEPAINTEDWITHA4BITUMINOUSCONCRETE LIGHT COAT OF ASPHALT EMULSION 2" (M04.03 -CLASS 2) & 2" (M04.03 -CLASS 1) 1. BITUMINOUS CONCRETE BINDER AND SURFACE COURSE MATERIALS AND BITUMINOUS CONCRETE PAVEMENT & LIP CURBING NOT TO SCALE SECURE TO 1-1/2"0 GALVANIZED STEEL POST WITH (2) 1/4"0 GALVANIZED BOLTS P (1 TOP, 1 BOTTOM) NOTE: SIGN TO BE INSTALLED IN ACCORDANCE WITH STATE OF CONNECTICUT D.O.T. STANDARDS STOP SIGN NOT TO SCALE THIS DRAWING IS THE PROPERTY OF THE L.L.C. THIS PLAN AND REPRODUCTIONS, ADDITIONS OR REVISIONS OF THIS PLAN ARE NOT VALID W)THOUT THE EMBOSSED SEAL AND SIGNATURE OF THE LAND SURVEYOR OR ENGINEER WHO PREPARED THIS PLAN. DWGTTL: 05-102 ALDI\SDEV9 05-102SITE DETAILS.DWG T _ 1=1 I I 1=1 1-1 I I UNDISTURBED TRENCH WIDTH + 24" UNDISTURBED INSTALLATION METHODS SHALL BE IN STRICT ACCORDANCE WITH SECTION 4.06 OF THE STATE OF CONNECTICUT DEPARTMENT OF TRANSPORTATION STANDARD EXIST. PAVEMENT EXIST. PAVEMENT SPECIFICATIONS FOR ROADS, BRIDGES AND INCIDENTAL CONSTRUCTION, FORM 816 DATED 2004 THROUGH THE LATEST REVISION. 2. PROCESSED GRAVEL MATERIALS AND INSTALLATION METHODS SHALL BE IN o p STRICT ACCORDANCE WITH SECTION 3.04 OF THE STATE OF CONNECTICUT 0 8 o DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS: FOR ROADS, O, 00 0p BRIDGES AND INCIDENTAL CONSTRUCTION, FORM 816 DATED 2004 THROUGH REINSTALL 8" OF EXISTIN THE LATEST REVISION. GRAVEL BASE 10" MIN. 3. GRAVEL SUBBASE MATERIALS AND INSTALLATION METHODS SHALL BE IN BITUMINOUS CONCRETE DRIVEWAY PROCESSED TRENCH STRICT ACCORDANCE WITH SECTION 3.02 OF THE STATE OF CONNECTICUTGRAVELBASEWIDTHDEPARTMENTOFTRANSPORTATIONSTANDARDSPECIFICATIONSFORROADS, NOT TO SCALE BRIDGES AND INCIDENTAL CONSTRUCTION, FORM 816 DATED 2004 THROUGH PROCESSED GRAVEL THE LATEST REVISION. TRENCH WIDTH + 12" NOTE: REMOVE EXISTING BITUMINOUS IF ANY PART OF THE UTILITY TRENCH IS WITHIN 4' OF PAVEMENT 12" FROM THE EXISTING THE EDGE OF THE EXISTING ROAD .THEN THE PERMANENTEDGE. EXISTING BASE MATERIAL TO REMAIN AND COMPACTED TO PATCH MUST BE EXTENDED TO THE EDGE OF THE OPTIMUM DENSITY EXISTING ROAD. EXISTING PAVEMENT PERMANENT PAVEMENT WIDTH UNKNOWN ALL WORK IN CONJUNCTION WITH THE SITE PLAN SHALL BE 12 TRENCH REPAIR DETAIL APPROVAL DATE. FIVE (5) YEARS OF THE EFFECTIVE NOT TO SCALE EXPIRATION DATE: 2" BITUMINOUS CONCRETE SURFACE COURSE CLASS 1 NOTE: w . wUNDISTURBED UNDISTURBED APPROVED BY THE MONTVILLE PLANNING COMMISSION o EXIST. PAVEMENT EXIST. PAVEMENT ON Z DATE F= cn X w CHAIRMAN SECRETARY DATE 1. SAW CUT PAVEMENT WITH POWER DRIVEN SAW 12 FROM THE EXISTING EDGE. SAW CUT TO BE PERPENDICULAR TO THE EXISTING SURFACE. 2. REMOVE ENTIRE WIDTH OF PAVEMENT. 3. CLEAN JOINT WITH COMPRESSED AIR HAVING A MINIMUM RATED TRENCH CAPACITY OF 90 PSI. 4. APPLY TACK COAT TO THE SAW CUT EDGE AND MATCH THIS EDGE WIDTH WITH THE PROPOSED EDGE. DATE -REVISION TRENCH WIDTH + 12" TYPICAL CROSS SECTION FOR MATCHING EXISTING AND PROPOSED PAVEMENT NOT TO SCALE TEMPORARY PAVEMENT NOT TO SCALE COMPACTED SUITABLE NATIVE MATERIAL OR EXISTING GRADE GRAVEL FILL DETECTABLE WARNING TAPE 30" COVER 4 SCHEDULE 40 PVC \ /\ TELEPHONE CONDUIT 12" 4" SCHEDULE 40 PVC CAN CONDUIT 4" SCHEDULE 40 PVC ELECTRICAL CONDUIT / SANDxx 12" 12" NOTE: CONTRACTOR TO CONFIRM UTILITY CONDUIT REQUIREMENTS PRIOR TO CONSTRUCTION TELEPHONE, ELECTRICAL & CATV CONDUIT TRENCH DETAIL NOT TO SCALE NEW „C—G" CATCH BASIN OVERFLOW GRATE ELEV.=43.60 U—CLAMP W/ LAG BOLTS 12" O.C. (TYP) NEW 24" DIA. HALF CIRCLE TRASH RACK 8" ORIFICE PREFORMED IN BASIN INV=41.80 3" ORIFICE PREFORMED IN BASIN INV=40.01 SEAL WITH NON— SHRINK GROUT EMBED TRASH ORACK12" (MIN) NEW 15" RCP OUTFLOW PRECAST CONC BASIN 2' SUMP INV=38.3 STRUCTURE BOTTOM 48" ELEV=36.3 64" OUTLET STRUCTURE D ETAI L NO SCALE SITE CONSTRUCTION DETAILS OLD FITCH HILL ROAD CONDOMINIUMS PREPARED FOR JOHN ALDI 35 OLD FITCH HILL ROAD MONTVILLE, CONNECTICUT SCALE: NOT TO SCALE SHEET 9 OF 13 DATE: OCTOBER 16, 2006 JOB NO. 06-066 ACTUAL TEST, PRESSURE IS 200 PSI AND ALL BEARING AREA NUMBERS ABOVE MUST BE MULTIPLIED BY 2 NOTES 1. POUR THRUST BLOCKS AGAINST UNDISTURBED MATERIAL. WHERE TRENCH WALL HAS BEEN DISTURBED, EXCAVATE LOOSE MATERIAL AND EXTEND THRUST BLOCK TO UNDISTURBED MATERIAL. NO JOINTS SHALL BE. COVERED WITH CONCRETE. ND THRUST BLOCKS FULL LENGTH OF FITTING. 2. ON BENDS AND TEES,. EXTE H . 3. PLACE BOARD IN FRONT OF ALL CAPS BEFORE POURING THRUST BLOCK. 4. REQUIREMENTS OF THE ABOVE TABLE PRESUME MINIMUM SOIL BEARING OF ONE TON PER SQUARE FOOT, AND MAY BE VARIED BY THE ENGINEER TO MEET OTHER CONDITIONS ENCOUNTERED. TYPICAL THRUST BLOCK DETAILS AND DIMENSIONS 45' NOT TO SCALE 0 MINIMUM THRUST BLOCK DIMENSION REQUIREMENTS STREET R.O.W. CUSTOMER 2' PROPERTY Lim NOTESFINISHGRADE 00 00 1. WATER MAINS SHALL BE MINIMUM CLASS 52 CEMENT -LINED DUCTILE IRON ACCORDANCE WITH W 1PIPEWITHPUSHONJOINTS, IN ACCO D NCE W AWWA 04, C111 AND C150, MAINS SHALL BE INSTALLED IN ACCORDANCE WITH AWWA C600 AND II- CURB BOX THE MONTVILL WPCA STANDARD DETAILS. MEDIUM ARCH BASE 2. HYDRANTS SHALL BE OPEN LEFT, 3 -WAY HYDRANTS, WITH A 5-1/4" VALVE III- AND MECHANICAL JOINT CONNECTION IN ACCORDANCE WITH AWWA C500. I- 4'-6" ACCEPTABLE MANUFACTURERS ARE MUELLER OR KENNEDY. I- DEPTH OF BURY ELBOW3. GATE VALVES SHALL BE OPEN LEFT, RESILIENT SEAT GATE VALVES WITH CURB STOP COPPER SERVICE MECHANICAL JOINT CONNECTIONS, IN ACCORDANCE WITH AWWA C500. A C E THREAD NO DRAIN ACCEPTABLE MANUFACTURERS ARE CLOW, . MUELLER, OR KENNEDY. 00 00 MUST MUTIPLY BEARING AREA BY 2 FOR NUMBER. OF PIPES) COMPRESSION ADAPTER 4. ALL FITTINGS SHALL BE MECHANICAL JOINT, CEMENT LINED DUTILE 45* IRON CLASS 52 OR GREATER, IN ACCORDANCE WITH AWWA C153. WRAP FITTING W/BUILDING TO WATER MAINC=o TO CUSTOMER 11- I PAPER PRIOR TO INSTALLING a. 5. DISINFECTION AND PRESSURE TESTING UPON COMPLETION, ALL MAINS, fill THRUST BLOCK COPPER TUBING SERVICES AND OTHER PIPING AND APPURTENANCES SHALL BE PRESSURE TYPE K FLA STONE OR AN MASONRY UNIT D LEAKAGE TESTED IN ACCORDANCE WITH AWWA C600, AND DISINFECTED IN ACCORDANCE WITH AWWA C651. 45` BEND CITY WATER CUSTOMER LINE u=rn I.P. THREAD SERVICE LINE TO WATER METER 6. SHOP DRAWINGS FOR ALL MATERIALS TO BE USED ON THE JOB SHALL BE CORPORATION STOPIII- CC BY I.P. THREAD SUBMITTED TO THE MONTVILLE WPCA FOR APPROVAL. III- Il 1- WATER MAIN 7. AS -BUILT DRAWINGS WILL BE SUPPLIED TO THE MONTVILLE WPCAWATERSERVICE. CONNECTION NOT TO SCALE WITHIN 90 DAYS AFTER ACCEPTANCE OF THE MAIN BY THE MONTVILLE WPCA. DUAL PIPE BENDS B 10' MIN. VALVE BOX & COVER FINISH GRADE II1= SEWER MAIN OR I LESS THAN 18 FORCE MAIN I „L1,,,111=I CAP 8" WATERMAIN TEE -- REINFORCING RODS - BEND, HOOK AND TIE INTO CONCRETE. EXPOSED RODS TO BE BITUMINOUS COATED II- I H I I( IIII 1 111= II _ GRAVITY BLOCK BLOCK i I I - SIZED BY VOLUME AS TR I DETERMINED BY THE ENGINEER THRUST BLOCK VERTICAL BENDS 5' MIN. FIRE HYDRANT 2' HYDRANT AND VALVE ASSEMBLY SHALL BE AT 4.5 - 5' DEPTH AT ALL TIMES, IF MAIN LINE IS LOWER, (6';), HYDRANT BRANCH SHALL BE CONSTRUCTED WITH 45' BENDS TO OBTAIN THE HIGHER ELEVATION PRIOR TO THE VALVE. FINISHED GRADE MIN. 1'-6" AAY 9'-n" SLIDE TYPE VALVE BOX MECHANICAL JOINT TEE CONCRETE THRUST BLOCK NOTE HYDRANT ANCHORING TEE MAY BE SUBSTITUTED ON 6" OULET AND BOLTED DIRECTLY TO GATE VALVE 6" MECHANICAL JOINT GATE VALVE ON MASONRY UNIT FIRE HYDRANT ASSEMBLY NOT TO SCALE 3/4" CRUSHED STONE 0 I CONCRETE THRUST BLOCK CONCRETE MASONRY UNIT WRAP WATER MAIN W/PIPE INSULATION TO PROVIDE Sl" -!UG FIT WITH SLEEVE COMPACTED SUITABLE - NATIVE MATERIAL OR GRAVEL FILL AS DIRECTED BY ENGINEER D=INSIDE DIAMETER OF PIPE GRAVEL/SAND - PIPE BEDDING 6" MINIMUM OVER EARTH SLEEVING. DETAIL NOT TO SCALE PROPOSED OR EXISTING ROADWAY. SECTION SEE PAVEMENT REPLACEMENT WHEN APPLICABLE) 4.5' MIN. COVER FOR WATER MAIN / DETECTABLE WARNING TAPE OR AS SHOWN - CONTINUOUS ALONG ON THE PLANS / MAIN AND SERVICES PAY LIMITS FOR TRENCH EXCAVATION, ROCK EXCAVATION AND FILL MATERIAL IPE 12" O o 12„ D PRESHAPE BEDDING TO FIT PIPE CONTOUR O 0 0° / 12" MINIMUM o 00 oo OVER ROCK PAYMENT LIMIT 3'-0„ WATER MAIN AND SERVICE TRENCH. DETAIL NOT TO SCALE 12" PVC SLEEVE OVER 8" WATER MAIN ALL WORK IN CONJUNCTION WITH THE SITE PLAN SHALL BE COMPLETED WITHIN FIVE (5) YEARS OF THE EFFECTIVE APPROVAL DATE. EXPIRATION DATE: _ NOTE: APPROVED BY THE MONTVILLE PLANNING COMMISSION ON DATE CHAIRMAN SECRETARY DATE CURB STOP AND DRAIN PACK AROUND WASTE OUTLET OF STOP W/ON C.F. FINE CLEAN FRAVE WATER MAIN OR COURSE SAND 1/2" DIA. MAX.) o° 1 1/4" CORPORATION STOP 1 1/4" BRASS 90' ELBOW (TYP.) INLET -1 1/4 AWWA THREAD OUTLET -1 IPS THREAD 2" BRASS PIPE SUPPORT CUT TO FIT IN FIELD WATER -MANUAL AIR RELEASE DETAIL NOT TO SCALE WATER DETAILS OLD FITCH HILL ROAD CONDOMINIUMS PREPARED FOR JOHN ALDI 35 OLD FITCH HILL ROAD MONTVILLE, CONNECTICUT SCALE: NOT TO SCALE SHEET 10 OF 13 DATE: OCTOBER 16, 2006 JOB NO. 06-066 SQUARE FEET OF CONCRETE THRUST BLOCKING BEARING ON UNDISTURBED MATERIAL AREAS SHOWN ARE BASED ON. 100 PSI TEST PRESSURE (SEE NOTE BELOW) REACTION PIPE SIZE 4" 6" 8" 10" 12" 14" 16" 18" 20" 24" 30" 36" TYPE A 90' ELBOW 0.9 2.2 3.9 5.6 8.6 10.9 15.4 18.0 24.1 34.6 53.8 77.4 B 180' TEE 0.7 1.6 2.8 4.2 6.1 8.4 10.9 13.9 17.0 24.5 38.1 54.7 C 45' ELBOW 0.5 1.2 2.1 3.0 4.7 5.9 8.3 9.7 13.0 18.8 29.1 41.9 D 22' ELBOW 0.3 0.6 1.1 1.5 2.4 3.0 4.3 5.0 6.6 9.6 14.9 21.4 E 11' ELBOW 0.1 0.3 0.5 0.8 1.2 1.5 2.1 2.5 3.3 4.8 7.5 10.7 OTHER TEST. PRESSURES SQUARE FEET OF CONCRETE THRUST BLOCKING FOR OTHER TEST PRESSURES FORTHE200 IS DIRECTLY PROPORTIONAL TO THE ABOVE TABLE. FOR INSTANCE, AT PSI TEST PRESSURE THE ABOVE NUMBERS DOUBLE. THE ABOVE REACTIONS NUMBERS REPRESENT MINIMUM ALLOWABLE SIZES FOR THRUST BLOCKS ACTUAL TEST, PRESSURE IS 200 PSI AND ALL BEARING AREA NUMBERS ABOVE MUST BE MULTIPLIED BY 2 NOTES 1. POUR THRUST BLOCKS AGAINST UNDISTURBED MATERIAL. WHERE TRENCH WALL HAS BEEN DISTURBED, EXCAVATE LOOSE MATERIAL AND EXTEND THRUST BLOCK TO UNDISTURBED MATERIAL. NO JOINTS SHALL BE. COVERED WITH CONCRETE. ND THRUST BLOCKS FULL LENGTH OF FITTING. 2. ON BENDS AND TEES,. EXTE H . 3. PLACE BOARD IN FRONT OF ALL CAPS BEFORE POURING THRUST BLOCK. 4. REQUIREMENTS OF THE ABOVE TABLE PRESUME MINIMUM SOIL BEARING OF ONE TON PER SQUARE FOOT, AND MAY BE VARIED BY THE ENGINEER TO MEET OTHER CONDITIONS ENCOUNTERED. TYPICAL THRUST BLOCK DETAILS AND DIMENSIONS 45' NOT TO SCALE 0 MINIMUM THRUST BLOCK DIMENSION REQUIREMENTS STREET R.O.W. CUSTOMER 2' PROPERTY Lim NOTESFINISHGRADE 00 00 1. WATER MAINS SHALL BE MINIMUM CLASS 52 CEMENT -LINED DUCTILE IRON ACCORDANCE WITH W 1PIPEWITHPUSHONJOINTS, IN ACCO D NCE W AWWA 04, C111 AND C150, MAINS SHALL BE INSTALLED IN ACCORDANCE WITH AWWA C600 AND II- CURB BOX THE MONTVILL WPCA STANDARD DETAILS. MEDIUM ARCH BASE 2. HYDRANTS SHALL BE OPEN LEFT, 3 -WAY HYDRANTS, WITH A 5-1/4" VALVE III- AND MECHANICAL JOINT CONNECTION IN ACCORDANCE WITH AWWA C500. I- 4'-6" ACCEPTABLE MANUFACTURERS ARE MUELLER OR KENNEDY. I- DEPTH OF BURY ELBOW3. GATE VALVES SHALL BE OPEN LEFT, RESILIENT SEAT GATE VALVES WITH CURB STOP COPPER SERVICE MECHANICAL JOINT CONNECTIONS, IN ACCORDANCE WITH AWWA C500. A C E THREAD NO DRAIN ACCEPTABLE MANUFACTURERS ARE CLOW, . MUELLER, OR KENNEDY. 00 00 MUST MUTIPLY BEARING AREA BY 2 FOR NUMBER. OF PIPES) COMPRESSION ADAPTER 4. ALL FITTINGS SHALL BE MECHANICAL JOINT, CEMENT LINED DUTILE 45* IRON CLASS 52 OR GREATER, IN ACCORDANCE WITH AWWA C153. WRAP FITTING W/BUILDING TO WATER MAINC=o TO CUSTOMER 11- I PAPER PRIOR TO INSTALLING a. 5. DISINFECTION AND PRESSURE TESTING UPON COMPLETION, ALL MAINS, fill THRUST BLOCK COPPER TUBING SERVICES AND OTHER PIPING AND APPURTENANCES SHALL BE PRESSURE TYPE K FLA STONE OR AN MASONRY UNIT D LEAKAGE TESTED IN ACCORDANCE WITH AWWA C600, AND DISINFECTED IN ACCORDANCE WITH AWWA C651. 45` BEND CITY WATER CUSTOMER LINE u=rn I.P. THREAD SERVICE LINE TO WATER METER 6. SHOP DRAWINGS FOR ALL MATERIALS TO BE USED ON THE JOB SHALL BE CORPORATION STOPIII- CC BY I.P. THREAD SUBMITTED TO THE MONTVILLE WPCA FOR APPROVAL. III- Il 1- WATER MAIN 7. AS -BUILT DRAWINGS WILL BE SUPPLIED TO THE MONTVILLE WPCAWATERSERVICE. CONNECTION NOT TO SCALE WITHIN 90 DAYS AFTER ACCEPTANCE OF THE MAIN BY THE MONTVILLE WPCA. DUAL PIPE BENDS B 10' MIN. VALVE BOX & COVER FINISH GRADE II1= SEWER MAIN OR I LESS THAN 18 FORCE MAIN I „L1,,,111=I CAP 8" WATERMAIN TEE -- REINFORCING RODS - BEND, HOOK AND TIE INTO CONCRETE. EXPOSED RODS TO BE BITUMINOUS COATED II- I H I I( IIII 1 111= II _ GRAVITY BLOCK BLOCK i I I - SIZED BY VOLUME AS TR I DETERMINED BY THE ENGINEER THRUST BLOCK VERTICAL BENDS 5' MIN. FIRE HYDRANT 2' HYDRANT AND VALVE ASSEMBLY SHALL BE AT 4.5 - 5' DEPTH AT ALL TIMES, IF MAIN LINE IS LOWER, (6';), HYDRANT BRANCH SHALL BE CONSTRUCTED WITH 45' BENDS TO OBTAIN THE HIGHER ELEVATION PRIOR TO THE VALVE. FINISHED GRADE MIN. 1'-6" AAY 9'-n" SLIDE TYPE VALVE BOX MECHANICAL JOINT TEE CONCRETE THRUST BLOCK NOTE HYDRANT ANCHORING TEE MAY BE SUBSTITUTED ON 6" OULET AND BOLTED DIRECTLY TO GATE VALVE 6" MECHANICAL JOINT GATE VALVE ON MASONRY UNIT FIRE HYDRANT ASSEMBLY NOT TO SCALE 3/4" CRUSHED STONE 0 I CONCRETE THRUST BLOCK CONCRETE MASONRY UNIT WRAP WATER MAIN W/PIPE INSULATION TO PROVIDE Sl" -!UG FIT WITH SLEEVE COMPACTED SUITABLE - NATIVE MATERIAL OR GRAVEL FILL AS DIRECTED BY ENGINEER D=INSIDE DIAMETER OF PIPE GRAVEL/SAND - PIPE BEDDING 6" MINIMUM OVER EARTH SLEEVING. DETAIL NOT TO SCALE PROPOSED OR EXISTING ROADWAY. SECTION SEE PAVEMENT REPLACEMENT WHEN APPLICABLE) 4.5' MIN. COVER FOR WATER MAIN / DETECTABLE WARNING TAPE OR AS SHOWN - CONTINUOUS ALONG ON THE PLANS / MAIN AND SERVICES PAY LIMITS FOR TRENCH EXCAVATION, ROCK EXCAVATION AND FILL MATERIAL IPE 12" O o 12„ D PRESHAPE BEDDING TO FIT PIPE CONTOUR O 0 0° / 12" MINIMUM o 00 oo OVER ROCK PAYMENT LIMIT 3'-0„ WATER MAIN AND SERVICE TRENCH. DETAIL NOT TO SCALE 12" PVC SLEEVE OVER 8" WATER MAIN ALL WORK IN CONJUNCTION WITH THE SITE PLAN SHALL BE COMPLETED WITHIN FIVE (5) YEARS OF THE EFFECTIVE APPROVAL DATE. EXPIRATION DATE: _ NOTE: APPROVED BY THE MONTVILLE PLANNING COMMISSION ON DATE CHAIRMAN SECRETARY DATE CURB STOP AND DRAIN PACK AROUND WASTE OUTLET OF STOP W/ON C.F. FINE CLEAN FRAVE WATER MAIN OR COURSE SAND 1/2" DIA. MAX.) o° 1 1/4" CORPORATION STOP 1 1/4" BRASS 90' ELBOW (TYP.) INLET -1 1/4 AWWA THREAD OUTLET -1 IPS THREAD 2" BRASS PIPE SUPPORT CUT TO FIT IN FIELD WATER -MANUAL AIR RELEASE DETAIL NOT TO SCALE WATER DETAILS OLD FITCH HILL ROAD CONDOMINIUMS PREPARED FOR JOHN ALDI 35 OLD FITCH HILL ROAD MONTVILLE, CONNECTICUT SCALE: NOT TO SCALE SHEET 10 OF 13 DATE: OCTOBER 16, 2006 JOB NO. 06-066 I FRAME AND COVER SHALL BE "CAMBELL" MODEL )NO. 10494502 (FRAME) AND EXISTING GRADE 104951 32 (COVER) AND SHALL HAVE OR ROADWAY SECTION 2 - 1` VENT HOLE AND EACH COVER SHALL BEAR THE WORDING "SEWER" TRENCH EXCAVATION COMPACTED SUITABLE PAY LIMITS XX NATIVE MATERIAL / Kagi DETECTABLE WARNING TAPE MORTAR PARGING \ \ 1 " MORTAR BED% / „ / 24 \ FILTER FABRIC SEWER PIPE CONTINUOUS) 6" HOUSE S 12 O.C. TYP.. A \ CONE SECTION oOo o NEW SEWER ADJUST TO GRADE p 9 SAND D -INSIDEWITHBRICKMASONRY \ / DIAMETER3MIN. SEPARATION TO12MAXIMUMR \ OF PIPE3 6" TYP. % • PRECAST CONCRETE. GRAVITY SEWER OR FORCEMAII MANHOLE RISER SECTIONS D / PRESHAPE BEDDING TOTOSUIT34CRUSHEDSTONE ;,:• / / / BACKFILL AND BEDDING ° FIT PIPE CONTOUR MANHOLE STEP° COLPOLYMER POLYPROPYLENE \ : ; 4'-0 DIA. ° PLASTIC W/ 1/2" GRADE \ `. \ 6" MINIMUM c 12" MINIMUM 60 STEEL REINFORCEMENT \ %\ OVER EARTH / o o°o ° OVER ROCK 6" PIPE (TYP.) TABLE LIP TO BE AT SAME 2 6" (PLUG) STOPPER EDGE OF PAVEMENT NEW SERVICE CONNECTION SEND ONNECTION COLPOLYMER POLYPROPYLENE PLASTIC MANHOLE STEP PLAN CONE SECTION A-4 BRICK MASONRY TABLE & INVERT p FLOW 7 . t 771 MANHOLE PIPE SHALL NOT EXCEED 2'-0" IN LENGTH (TYP.) A PLAN INVERT TABLE MANHOLE DETAIL THIS DRAWING IS THE PROPERTY OF THE L.L.C.. THIS PLAN AND REPRODUCTIONS, ADDITIONS OR REVISIONS OF THIS PLAN ARE NOT VALID WITHOUT THE EMBOSSED SEAL AND SIGNATURE OF THE LAND SURVEYOR OR ENGINEER WHO PREPARED THIS PLAN. 1 N.T.S. ENTRIC CONE SEC -ION H RISER SECTION`13ELOW MECHANICAL SEAL WATERTIGHT) (TYP.) MANHOLE EXCAVATION PAYMENT LIMITS i REVERSE "T" CONNECTION i 4 PVC FORCE MAIN FLOW / CONNECT FORCE MAIN TO RISER SECTIONS WITH STAINLESS STEEL STRAPS AT 2' 0. C. i REVERSE ,T„ CONNECTION CAP OR PLUG END OF FORCE MAIN BRICK OR MASONRY TABLE & INVERT ELEVATION AS INSIDE CROWN CAP OR PLUG END OF FORCE MAIN PITCH TABLE TOP) OF LARGEST PIPE BUILT TO INVERT MANHOLE RISER SECTIONS INTO M.H. TRENCH WIDTH: 3, 4'-0" DIA. OUTLE" FORCE MAIN TO FOLLOW FLOW 2 EDGE OF PAVEMENT FLOW SANITARY SEWER & FORCEMAIN BEDDING DETAIL SERVICE MUST END WITH o PRECAST CONCRETE BELL END OF PIPE GRAVEL BEDDING ''---- off.•,, 6 1 BASE SECTION NOT TO SCALE 6" (PLUG) STOPPER (TYP.) WOOD STAKE TYP.) UNDER PIPE PLAN MECHANICAL SEAL t---- SERVICE CONNECTION DETAILWATERTIGHT) (TYP.)" 12 MINIMUM NOT TO SCALE GRAVEL BEDDING BRICK MASONRY 6'-0" TABLE & INVERT DUCTILE IRON MANHOLE FRAME & COVER (24" DIA. CLEAR OPENING) SECTION A A COLPOLYMER POLYPROPYLENE PLASTIC MANHOLE STEP PLAN CONE SECTION A-4 BRICK MASONRY TABLE & INVERT p FLOW 7 . t 771 MANHOLE PIPE SHALL NOT EXCEED 2'-0" IN LENGTH (TYP.) A PLAN INVERT TABLE MANHOLE DETAIL THIS DRAWING IS THE PROPERTY OF THE L.L.C.. THIS PLAN AND REPRODUCTIONS, ADDITIONS OR REVISIONS OF THIS PLAN ARE NOT VALID WITHOUT THE EMBOSSED SEAL AND SIGNATURE OF THE LAND SURVEYOR OR ENGINEER WHO PREPARED THIS PLAN. 1 N.T.S. ENTRIC CONE SEC -ION H RISER SECTION`13ELOW MECHANICAL SEAL WATERTIGHT) (TYP.) MANHOLE EXCAVATION PAYMENT LIMITS i REVERSE "T" CONNECTION i 4 PVC FORCE MAIN FLOW / CONNECT FORCE MAIN TO RISER SECTIONS WITH STAINLESS STEEL STRAPS AT 2' 0. C. i REVERSE ,T„ CONNECTION CAP OR PLUG END OF FORCE MAIN BRICK OR MASONRY TABLE & INVERT 1 j I' oop o ppo o \j No A 4" PVC FORCE MAIN CONNECT FORCE MAIN TO. RISER SECTIONS WITH STAINLESS STEEL STRAPS AT 2' 0. C. OUTLET FORCE MAIN TO FOLLOW FLOW FLOW A 0 PLAN - INVERT TABLE FORCE MAIN CONNECTION INTO STANDARD MAHNOLE N.T.S. 2' CURB LINE OR EDGE 2' OF PAVEMENT 2"x6" WOOD STAKE 6" PIPE ( 6" PIPE TOPE OF SERND VICE r• t^ ' ''t 6 PLUG)/ STOPPER TYPICAL t'. ..,: s•+. .M1 : .;. n t..•• •fit'' 'ti.:' 4. Y" BRANCH CONNECTION (TYPICAL) SERVICE MU';)T END WITH BELL END OF PIPE (TYP.) USE6/ 4 OPER FOOTI ( TYPICAL) MINIMUM SLOPE SEWER MAIN ELEVATION 6"- 30' BEND (TYPICAL) SERVICE CONNECTION DETAIL NOT TO SCALE ALL WORK IN CONJUNCTION WITH THE SITE PLAN SHALL BE COMPLETED WITHIN FIVE (5) YEARS OF THE EFFECTIVE APPROVAL DATE. EXPIRATION DATE: NOTE: APPROVED BY THE MONTVILLE PLANNING COMMISSION DATE CHAIRMAN SECRETARY DATE 1 SEWER DETAILS OLD FITCH HILL ROAD CONDOMINIUMS PREPARED FOR JOHN ALDI 35 OLD FITCH HILL ROAD MONTVILLE, CONNECTICUT SCALE: NOT TO SCALE SHEET 11 OF 13 DATE: OCTOBER 16, 2006 70B NO. 06-066 CAP OR PLUG END OF FORCE MAIN p RECAST CONCRETE MANHOLE RISER SECTIONS 4'-0" DIA. OUTLE" FORCE MAIN TO FOLLOW FLOW 1 j I' oop o ppo o \j No A 4" PVC FORCE MAIN CONNECT FORCE MAIN TO. RISER SECTIONS WITH STAINLESS STEEL STRAPS AT 2' 0. C. OUTLET FORCE MAIN TO FOLLOW FLOW FLOW A 0 PLAN - INVERT TABLE FORCE MAIN CONNECTION INTO STANDARD MAHNOLE N.T.S. 2' CURB LINE OR EDGE 2' OF PAVEMENT 2"x6" WOOD STAKE 6" PIPE ( 6" PIPE TOPE OF SERND VICE r• t^ ' ''t 6 PLUG)/ STOPPER TYPICAL t'. ..,: s•+. .M1 : .;. n t..•• •fit'' 't i.:' 4. Y" BRANCH CONNECTION (TYPICAL) SERVICE MU';)T END WITH BELL END OF PIPE (TYP.) USE6/ 4 OPER FOOTI ( TYPICAL) MINIMUM SLOPE SEWER MAIN ELEVATION 6"- 30' BEND (TYPICAL) SERVICE CONNECTION DETAIL NOT TO SCALE ALL WORK IN CONJUNCTION WITH THE SITE PLAN SHALL BE COMPLETED WITHIN FIVE (5) YEARS OF THE EFFECTIVE APPROVAL DATE. EXPIRATION DATE: NOTE: APPROVED BY THE MONTVILLE PLANNING COMMISSION DATE CHAIRMAN SECRETARY DATE 1 SEWER DETAILS OLD FITCH HILL ROAD CONDOMINIUMS PREPARED FOR JOHN ALDI 35 OLD FITCH HILL ROAD MONTVILLE, CONNECTICUT SCALE: NOT TO SCALE SHEET 11 OF 13 DATE: OCTOBER 16, 2006 70B NO. 06-066 0 rv SAN. SEWER 4" PVC FORCE MAIN INV. =331.1 CONTROL PANEL; 3'-0„ x 4'.-0" HATCHINSIDE 6' DIAMETERq •• 4 • •' WEATHER PROOF SWITCH T SEE SPECIFICATIONS CENTERED OVER PUMPS ALUMINUM AND LIGHT BY OWNER LADDER DISCHARGE GAUGE. 3' MINIMUM. 4 .. I q COORDINATE TYPE WITH MONTVILLE WPCA ULTRASONIC LEVEL INDICATOR. SEE SPECIFICATIONS FOR - I METER SOCKET BY CONTRACTOR EXACT LOCATION I Q - I •a. 4" X 4" X 3" BRANCH TEE, SHALL BE 200 AMP LLIDI, FLANGED LEVER BYPASS 4 I (± (; I I a C DRAW METER CABINET. 4 L4" D.I.P. FROM -i 4 4" D.I. FORCE MAIN I N PUMP STATION I:, .4.1:1; :.al . LI. h.I :... ; ° 4 D.I. VENT AND. GOOSE I I N TO VALVE CHAMBER I N I ,1, .. .14° • 1: Aj'I`• a .`, . ql;,' NECK WITH SCREENED I I 2" DRAIN _ . 4 I OPENING SLOPE BACK N I I II II II II II III1IIIIIIIIIII CONCRETE PAD1/4"/FT. (TYP.) ATTACH 0I I I I II I I I I I I I SEE DETAILTOSIDEOFCONTROLPANELI - THRUST BLOCK 1 I1 II II II II II I I II 11 II II II 14 PVC CONDUIT I I t I II I I I k t1 I I I I 11 11 11 I I ;_ L 2-1 1 /2" P.V.C. LINES DRESSER COUPLING TO UTILITY POLE I I 11 11 11 TO GENERATOR 11 II4v44 - _ _i IIqa ° 4 2 0 THREADED GALV. STEEL _ " 4 DRESSER COUPLING TYP. 4 SUPPORT WITH FLANGES END TO WET WELL C CONDUITS LEVEL INDICATOR CONDUIT 4 4 4 ( ) ° ' PIECES ANCHORED AT EACH END 1-1 " RGS (1 " SS IN. WETWELL) : ° n . 3/4" REINFORCING RODS POWER CONDUIT 4" D.I.P. FROM CHECK VALVE WEDGE GATE BEND, HOOK AND TIE INTO 1-4" PVC CONDUIT 1-1 " GALVANIZED STEEL VALVE TYP. 2_2„ RGS PUMP, STATION ( ) CONCRETE. EXPOSED RODS TO UTILITY POLE CONDUIT TO WET WELL TELEPHONE CONDUIT 4" BASE ELBOW TO BE BITUMINOUS COATEDVALVECHAMBERPLAN1-4" SCHEDULE 40 PVC PUMPS - TO .CONTROL PANEL NOT TO SCALE CONTROL PANEL LADDER UP SAFETY NOT TO SCALE PUMP STATION PLAN NOT TO SCALEN30"x30" HATCHWAYTOP EL.=102.5 I I I 2 I I - 45 4 30 4 II II (I. III 4 WEDGE ANCHORS 304SS fl H PROVIDE "DUAL SAFETY GATE" ON q 3/8„ X 3 3/4„ - - o WET WELL HATCH AS MANUFACTURED , , , I -k a .. °q : GRAVITY BLOCK - BLOCK 1 I 45BYU.S.F. FABRICATION OR APPROVED QUICK COUPLING 3 DUST. CAP I III I I SIZED BY VO, EQUAL 4 . ALUMINUM.. III 1I- UME AS , EQUIPMENT HATCHWAY DETERMINED BY THE A ENGINEER3'-0" x 4'-0OPENING _- QUICK COUPLING 3„ " TYPE F" ALUMINUMSTAINLESSSTEELPOWER CABLE HOOK THRUST BLOCK - q COMPANION FLANGE 3" NPT SEE BELOW BLOCKMINIMUMTHRUSTSEALANTAROUNDCABLESULTRASONICLEVELINDICATORALUMINUMLADDER4CK DIMENSION REQUIREMENTS AND MOUNTING BRACKET AT ELBOW 4 DI 45 DEG FLANGED VERTICAL BENDS TOP OF WET WELL q --- PIPE 4" DI X 1'-0" FI9 x FI TAR COAT9 o TOP OF/FIN. GRADE CL 53 EL. =103.0- - 4" 0 BELL FLANGE 4 ELBOW 4" DI 45 DEG FLANGED a WALL SLEEVE74° 4 GASKETS 3" SBR RED RUBBER (5 OF) 4' 4 `-- HEX HEAD CAP SCREWS J" X 3" NC 304SS (50 OF) a 4 4" D.I. FORCE MAIN ° q HEX NUTS - 1 1304SS (225 OF) 4 INV.=331.1 6 4. LEVEL INDICATOR CONDUIT a " _ Q, , ,, - 1-1" RGS (1" SS IN WETWELL) 2 INV. -96.5 °° 3 GATE VALVE NRS POWER CONDUIT : 4 Q. 4 ° 2-2 RGS 41 TELEPHONE CONDUIT a 2 PVC DRAIN ° q a q ° 1-4" SCHEDULE 40 PVC GAS TRAP 4 4 4 ° ° - MASONRY PIPE TO CONTROL PANEL "Q 4" 0 FLANGE AND PLAIN „ " o o 0% ooh o°°°° °Bgo ®° o`•^ SvPPORTS END WALL PIPE 12 x12 x12 DP SUMP o°o°000ga o°o0 000 ° 8,8 °d pp O O OOOo ° °e ;/oa ..0 . 4. Q CONCRETE FILL f" CRUSHED STONELEVEL .INDICATOR AND POWER 4 . CABLE ACCESSIBLE FROM a „ PITCH TO SUMP HATCHWAY 4 D.I. FORCE MAIN INv.=48.40_ SECTION C -C k 11= 4" D.I. VENT PIPE INV.=99.0. OUTLET NOT TO SCALE 11= TO EQUIP. ENCLOSURE I DRESSER COUPLING $ STAINLESS STEEL LIFTING 4" DIA. D.I. VENT CABLE , • • W/ GOOSE NECK i AND 2" PVC DRAIN FROM VALVE SCREEN FROM WET WELL 4 ° CHAMBER (PITCH BACK)I I, 8" PVC SAN. INV.=96.0 28 INV. EL.=46.40 e WALL SLEEVE 4 HIGH WATER ALARM 4 4.5' 8' WIDE a EL.=45.90 ° 41 3, SWING GATE PUMP #2 "ON" 4. 2 BALL CHECK VALVE a d- EL.=45.40 4 PUMP #1 "ON 3.5' EL.=44.90 FORCE MAIN SUPPORT d- 4 ,44 BRACKET (TYP.)(LOCATED v DUAL SUBMERSIBLE WASTEWATER PUMPS q• AS NEEDED) CONTROL GENERATOR a MYERS 4VHX OR APPROVED EQUAL PANEL PAD OPERATING POINT OF 180GPM ® 21 TDH a • PUMP "OFF" PUMP STATION EQUIPMENT EL.=42.40 4 ENCLOSURE .LAYOUT oSCALE: 1/8" = 1'-0" SUBMERSIBLE PUMP POWER CABLE " LOW WATER ALARM PROVIDE 1 CHAMFER ONNEL.=41.90 L.=39.4 ALL EXPOSED EDGES GRADE2p_0" Q REINFORCED q' 2 STAINLESS STEEL GUIDE CONCRETE ANCHOR BOLTSCLASS "A" CONCRETE • : PIPES (4 REC.) & PROVIDE 6x6 - W 2.9 x W 2.9 4 4' d ALL STAINLESS STEEL HARDWARE PAD 2" WWWF SHEETS W/BAR q - a 4 a GRADE SUPPORTS (AS REQUIRED) 2"_4„ 4 ' 4' 4 ° N INTERMEDIATE SUPPORT BRACKETS 10" O.C. GRADE 12" CRUSHED STONE 4 .Q ° . a a o a ' a .4 °4 ° Q' 4. / ° 4 A .v a ° 4 4 4 4 4. 4° O Oo o O o° o O o O O °° 0° \\\ \\ / 4 4 CL 0 00°0 0 0 0j oOo00000 0°°0000° °0°,op o°00 0 %o°o ODO° o 4004 ` . q q 4 4 Q ; g pp0 poD9 0 00000 SLIDE AWAY COUPLING OQ°oa oo ogioS$ ° - .q 4 4' . % 4'° 44 a / 000°O °O v0 opOQ_° 000 ° p o o O oO°0 0 Oo Oo0 0Qj° g0° ° 4 4 " v ' 44 4 ° \ 0 0° 0°° o9QOoa° °° °° °oo o 0"bSoo00 0 ° 8 ° c ° q i ° . 4 - q ja4av4C) SS BRACE (EACH PUMP) q' . DOWEL WITH 3/4" REBAR INTO 000°o°°°Q o o °o0 0 0 0 0 • . 4 ° 24 LONG BAR EMBED o °o° 0 0 00° oo° o° o ° o o°o 0 0° ° o ° 0 00PRECASTUNIT © 15 LOCATIONS o°cQo°0008°0°°0oo o ° o o o 0000 °° o g000 o p °°g 8 INTO PRECAST UNIT (TYP.) EQUALLY SPACED o°o °pOg° o oO°° °' ° °Oo So° SECTION C -C NOT To SCALE GENERATOR AND CONTROL PAD 8" OF 3/4" CRUSHED STONE PUMP STATION DETAIL Nor To Z. N TEE ELBOW NOT TO SCALE s u DATE REVISION 0 a o THIS DRAWING IS THE PROPERTY OF THE L.L.C. THIS PLAN AND REPRODUCTIONS, ADDITIONS OR REVISIONS OFoTHISPLANARENOTVALID' WITHOUT THE EMBOSSED SEAL AND V SIGNATURE OF THE LAND SURVEYOR OR ENGINEER WHObPREPAREDTHISPLAN. nO ai kip PLUG SQUARE FEET OF CONCRETE THRUST BLOCKING BEARING ON UNDISTURBED MATERIAL AREAS SHOWN ARE BASED ON 100 PSI TEST PRESSURE (SEE NOTE BELOW) REACTION PIPE SIZE TYPE 4" 6" 8" 10" 12" 14" 16" 18" 20" 24" 30" 36" A 90' ELBOW 0., 2-.2 3.9 5.6 8.6 10.9 15.4 18.0 24.1 34.6 53.8 77.4 B 180' TEE 0.-' 1.6 2.8 4.2 6.1 8.4 10.9 13.9 17.0 24.5 38.1 54.7 C 45' ELBOW 0.5 1.2 2.1 3.0 4.7 5.9 8.3 9.7 13.0 18.8 29.1 41.9 D 22' ELBOW O."t 0.6 1.1 1.5 2.4 3.0 4.3 5.0 6.6 9.6 14.9 21.4 E 11' ELBOW 0.1 0.3 0.5 0.8 1.2 1.5 2.1 2.5 3.3 4.8 7.5 10.7 OTHER TEST PRESSURES SQUARE FEET OF CONCRETE THRUST BLOCKING FOR OTHER TEST PRESSURES IS FOR E DIRECTLY PROPORTIONAL TO THE ABOVE TABLE. FOR INSTANCE, AT 200 PSI TEST ABOVE PRESSURE THE ABOVE NUMBERS DOUBLE. THE ABOVE NUMBERS REPRESENT MINIMUMNIMUM ALLOWABLE SIZES FOR THRUST BLOCKS. TEST PRESSURE = 150 PSI NOTES: ADJUST TABLE ACCORDINGLY 1. POUR THRUST BLOCKS AGAINST UNDISTURBED MATERIAL. WHERE TRENCH WALL HAS BEEN DISTURBED, EXCAVATE LOOSE MATERIAL AND EXTEND THRUST BLOCK TO UNDISTURBED MATERIAL. NO JOINTS SHALL BE COVERED WITH CONCRETE. 2. ON BENDS AND TEES, EXTEND THRUST BLOCKS FULL LENGTH OF FITTING. 3. PLACE BOARD IN FRONT OF ALL PLUGS BEFORE POURING THRUST BLOCK. 4. REQUIREMENTS OF THE ABOVE TABLE PRESUME MINIMUM SOIL BEARING OF ONE TON PER SQUARE FOOT, AND MAY BE VARIED BY THE ENGINEER TO MEET OTHER CONDITIONS ENCOUNTERED. 5. WRAP EXPOSED PORTION OF FORCEMAIN PIPE TO RECEIVE THRUST BLOCK IN 6 MIL PLASTIC PRIOR TO POURING CONCRETE. TYPICAL THRUST BLOCK DETAILS AND DIMENSIONS (FORCEMAIN) NOT TO SCALE PUMP STATION DETAILS OLD FITCH HILL ROAD ALL WORK IN CONJUNCTION WITH THE SITE PLAN SHALL BE COMPLETED WITHIN FIVE (5) YEARS OF THE EFFECTIVE APPROVAL DATE. EXPIRATION DATE: NOTE: APPROVED BY THE MONTVILLE PLANNING COMMISSION CHAIRMAN VLL 1 11 mil 111LL 1\V iL CONDOMINIUMS PREPARED FOR JOHN ALDI 35 OLD FITCH HILL ROAD MONTVILLE, CONNECTICUT SCALE: NOT TO SCALE SHEET 12 OF 13 DATE: OCTOBER 16, 2006 JOB NO. 06-066 GER WICK - MEREEN L.L.C. P.O. BOX 539 163 BOSTON POST ROAD WATERFORD, CONNECTICUT 06385 TEL. (860)442-2201 FAX. (860)442-2205 OA N J O c' CLEAR EXISTING VEGATATION AND REGRADE fl-- 61r?6,ROADWAY SHOULDER TO PROVIDE A s SIGHT LINE DISTANCE OF 200' 51 bl 4 , 4 M y+ O — ye Alls OLD FITCH HILL R'OAD f r S 0 20 8Co y Off. _ .,.,.,, !. ^r,.... r^" +,-.,,.+ o r .:r.,„ s.,.r xw .,,,.. - -. `•,.,,. i - 5 520Viz; :, '' ''a. ,, sem: 1 , .»s^'" , ,,, .=°'µ _ rj 4 ``'' ' / ' }": —= - .. ' `,.; y ,, F' off ,,• - '^} / , .,.,,,,. • - _ _ - 'e e.^ x'' moi' a._^, A •"^a,.; ' '' i 1. } " 6, ._-•-.,. _ may' ` . ; 's.. W.....:. ..,.,,,K_ .1°. .., .._+'"`. a .2... y1'e y 1 e, LLL i .,.• x.. Oazasnn»r.N,-ss raa:an s3s - t . ,ivs. t 5 j•. -.i iir x """' .b.,.,.-. .w,.... - 5:€la3xx%Y..s:w ^r::sxro>m:.v "nre}, i `'A,>, ''•, 3 , s6'' - '. t^ f xa 1' j{S, . ti' /.:awsa '"w:cw.vc , '*.•, ' 3y;4i-. •.,,."'`. / fit„'. i i • , a 1 -.xrr3-. ;.. X. my ''" . ,. s'• , 3. h "sa `• # ..- sw.._ .w».. .x ....._.... e.-.»- , x d' ,, r `\ ; - y ` g - rd•" - / ..,....a ....,.. 'x„^,, k ,.tee `'o,y ""•c 3a; ,,.., ... ^ r •es.e.^ ," itxY.. .. ... -'° _-x. ..,. '«. `'"A „xw „• `°3. -a off' A¢ ,,,•"°' ' ro 3 ... k V / a,I - + .® • "'x.«,r ,wm.,,. k:i'.rr `•'w... ' e._ .m.+.. ...,. I' 72 72 70 68 66 64 62 60 58 56 54 52 50 48 46 44 42 40 38 36 34 4. 5' I _ T 1 0, EXI 31 ING GRADE CLEAR 1EXISTINP VEGA iATION AND REG ADE ROAH0yLDEF TO- PROVI SIGHT INE DIS ANCE F 200' CLEAR E ISTING V GAT UNAN REGR- A . 001 R ADWAY SHOULDER TO PROVIDE A , . 00 SIG T LINE DISTANCE OF200' 0' ( - I 7- kPROPPSED GRADE e Secy NOe 4. w T q 2+ 00 THIS DRAWING IS THE PROPERTY OF THE L.L.C. THIS PLAN AND REPRODUCTIONS, ADDITIONS OR REVISIONS OF THIS PLAN ARE NOT VALID WITHOUT THE EMBOSSED SEAL OR BLUE COLORED STAMP AND BLUE COLORED SIGNATURE OF THE LAND SURVEYOR OR ENGINEER WHO PREPARED THIS PLAN. 20 0+ 00 i GRAPHIC SCAt- E 10 20 40 IN FEET } I inch = 20 ft. 80 1+ 00 70 68 66 64 62 60 58 56 54 52 50 48 46 44 42 ALL WORK IN CONJUNCTION WITH THE SITE PLAN SHALL BE COMPLETED WITHIN FIVE (5) YEARS OF THE EFFECTIVE APPROVAL DATE. EXPIRATION DATE: NOTE: APPROVED BY THE MONTVILLE PLANNING COMMISSION DATE CHAIRMAN SECRETARY 40 SIGHT LINE PLAN AND PROFILE 38 OLD FITCH HILL ROAD 36 CONDOMINIUMS PREPARED FOR 34 JOHN ALDI 0 35 OLD FITCH HILL ROAD MONTVILLE, CONNECTICUT SCALE: 1" = 20' SHEET 13 OF 13 DATE: OCTOBER 16, 2006 JOB NO. 06-