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NoisiAivans
<br />,) 02 DIM
<br />l �/ G3AtTNAM h NYC' -
<br />a "� on tE
<br />\,� = INC* ARCHITECTS* AIA
<br />` _ 47C x SANITARY SEWERS NOTES= 281 FARMINGTON AVE. BOX H
<br />/ $ 6 SEE STRUCTURAL DRAWINGS FOR
<br />yn"I ROUTING OF FOOTING DRAINS. FARMINGTON. CT. 06034
<br />'@ '< Sct�.ue So. avc Lwu'c _
<br />yD.2• \ TV SEE SHEET L-7.1 GRADING DETAILS
<br />T 44+6 14.95. 14693 233,50 (Z53.49) 247.60 4.42)
<br />f2 / i/ p \ \� � 1� i sNa 16.72 Ibt 66 250.62! (250,6 24490 2 6t FOR LAYOUT OF DRAINAGE STRUCTURES g S C BEDFORD
<br />f3 17 .58 17r s0_ a6.0 t 248.40 24x.60. 242- D IN CENTER COURTYARD, COMMUNITY CENTER
<br />? , -'� 5x-9 .38 +3s x46.41! p.290.90. 24x9 ENTRANCEANOLOADINGDOCKAREA. l� /' BEDFORD, MASSACHUSETTS
<br />/4 4. a l ��388E EXIST 1 4x-10 19.05 244.39' $ 239. '3 ,35"• (�
<br />RIM- 226.aGH 4:$ - Q r _ _ .- R.G. VANDERWEIL.
<br />JS P`OZ RIMa2214 la� - - /
<br />w� � € 61442. 5x-25 20+65 240.1 (240.76) x3410 (234.=6) /\
<br />x57 = x16.56 s23-32 22+]5 x36.25 /y23 S.t7) 2x6.35 228.23 t '� i
<br />W 0 t'. I(W) =204n(OUT) EXIST. SMN yyl-ll .25 + 03 2Q is `259.] =(2 222.001.42 _ d - (] c /s
<br />)@ 2 ( +V3 ` 1,21096 ENO 441-34 28.00 "7+ v; 229.5!7 +. 3 216 -I0 (Z)$,to) j ENGINEERS,Inc.
<br />°+ !/ Py. O ROP. HYD. 8 GATE EXIST. 36" DRAIN FLAti� S WI3N (1(
<br />A �i: +4 6i (TROP SUPPLIED ATE TOWN OF TO BE REMOVED SECTION sH45 29.86 2x8.0 a 228.09 zv IB !22.1. 19) _
<br />_ BOSTON MASSACHUSETTS
<br />LEXINGTON) 6y� O.G05 6xt0.ftiP RAP ( 9
<br />m m ¢ 2i7, S= s 9$ SMt16 31 -21 231.21 ff) =21646 2tts.35)
<br />2r7 i. /y h+°e _ �."�• -'�� (24'1, ) LLi9. (s) =zzszo024.40% 1
<br />8 L 2tt e-�� �
<br />,1_ I =219.0
<br />g roQ: o r1 ' S.MH -IS ( =2(fio 'o< I tW3) =216.46' )6,35).
<br />8, v1 > y I BOX Ci ERT 11044) =20952255 £X157. 5£WER 2y800 9 ) 5x-17 ;.63 1154 2226x(227.40� - 211.51 211.50 ,
<br />ZF .,{') / 2(OUT) =2 217;86) `3° R= y37.30 32 "RCP Pb 5x-18 1.+30(25LT.) 2255 =(2Z4, 34) 20952 /O.Ot
<br />S --.B G:V. t =218.0 r- POND i RRO2 sMN-3a 5.0.05 S4+19 _+50 235.20 234.1° 226.36 6.30
<br />23 - 9 qe 8 i2 "acP s=D.OI a "CIS ° slx-ze 5+3e z3e.D :(23'1. _ zzr. le ZZZ3o ,°
<br />6 I t1 f FLARED END SECTION s - ` 1• -
<br />24 CHIOS f33) \� _ z WITH 6'x10' RIP RAP 24 0 SMH ZIA _ 26351 (243.3GJ 22812(230.21 - qS
<br />o ro. PROP. SMN -IT' .` _
<br />6 R= 227.60 ', 1227re 0) BGV. O�jO PROP,
<br />} 1 =21L51 Lo\ 12'RC� ! - ( ) (OUT) 2 .00(ucsos) -
<br />CB -22 SAN -27 '23221. 23ZAS (tN) *228.00(22295 d Z
<br />25 �\� 2R61F P i 90 G. 5 =0.05 PROP, DMH -60 I2 "RCP \ SMH 218 2640 !(24L48�i�- "- 2t,4.14_(7=38.')D
<br />826 '(4- - �6" =LDP 8 "PYC /4 5 =0 -025 'SMH 123 2323 (Z�j 2.3�� -223.50 Y - P I! SMH-12
<br />PROP. SMH- C 15.45 b
<br />/ .. TEE M, sg 61•_ =0.005 Ra 2 �`., - - -
<br />p 95 _ 1 -22835 I2 "RCP
<br />e "MET PrT R ETaR O e GN' 8�p pN �,1J,AE'I 21841!4 234.25
<br />W17 ER. PIT fy-pE o 8 lti 4{S 12 RCP
<br />1 �% TURB2NE�MEDE 221/26EN0 `L 2')'1 °ys 5 =0.01 / ..� jV S =0.03
<br />28 1W AND eACKFLDW YA°C'ELL OR S O NYD 'PROP S /RCA PROP
<br />30 Q O66,z11111) rc ,� _ --� LYE 4T MET EOUAL) p C6 -25 S<O d V
<br />3
<br />UNDER. CULYfR E;z'UATE�►. --� C o PROP. i � tO /S O O'MN. `\ In,(Oy �L� i •\ OMH-56 12 "RCP
<br />/ / o , P L8-23 70+ ^ 1 9 A, v/ COOLING ( K( PROF $=0.01
<br />>, PRO: N SO B,yC O„Il,.d AT-o` W /ORA.N + 10 -18
<br />R P,S H -16 °T S -0 ci- TO SANITARY rr3�
<br />S3 1'w \ DM %� oy6 N
<br />I i \ 45° BENO� R" Z3i 20 y �3 R =229.70 (Y STEM 8A 5 0 • !
<br />(= 22 .46 (SMH -IS) NEi 1 =222 00 pMµS / , Y2,
<br />.34 !u - 1 =225.20(SMH -09). PROP. SMH 27= -
<br />35 ° RIM =232.2 \ - 1M NI 8 °G.V. 'PROP WH-13 9010 o`er
<br />a. 12'RCP INV. IN =2302 INVQN)-228.001 _ L'1'1 •(°) .•RGP `•- CB -19 �1
<br />36 / i pqk. 1� _230.06 SEE STRUCTURALS FOR IN RUTk 226.00 ryy (N 344 O V' _
<br />S' .01 CB-20
<br />GP PROP. FOOTING IX2AIN EXALT 12 PROP. 1{ Z.
<br />37 / 4 CB -27 ROP SMH -19 LOCATION / \ -
<br />\R=236.36 SeO� 221/2'BEND
<br />3B 6136 O.l>f \ C
<br />�,\ 5 1.2312 GARDEN ,xfi P. SMHI2A
<br />39 APARTMENTS RIM =232.3
<br />/
<br />40 '/ 0� 1 \5 a0� , e a o INV =225.50 6,
<br />°j - .P .� PROP,
<br />5 0 w
<br />M 829 ; .. __..__. - .__ GREASE WASTE MH C8 -21 SG ¢ 6 02CB t9 n1
<br />C: (. W/ GRE 12 "RCP 1 =239.50 \
<br />42 , _ 6 'PVC FOOTING TRAP' I S =0.03 m _ - N hg/
<br />PROP BM DRAIN -- 1x
<br />PROP.SMN-
<br />u _ R -2370 1-231.0 -
<br />9% R- 240.10
<br />' h22'18 PROP A9EA DRAIN 6 "PVC FOOTING DRAIN 1 =234.10 g2•/O -
<br />44 45 0017CP - 7 F = 229.6 .. i 1 2281 - -
<br />45 - INV = 226 0 -- PROP. CB -32 12" RCP HYP -
<br />V \ 5 =0,01
<br />STORM DRAIN - PROPI ate, s Pvt FoanNG DRAIN
<br />NURSING HOME /COMMUNITY CENTER T,F, 228.23!
<br />wonlrtt KM A -. ,
<br />DRAIN N� ey,•Q D 1 = 229. \ FRGP
<br />47 t i F. =239.5 6 "PVC FOTRNG GRAIN pMH51 IS =CC
<br />-236.0 PROP. SMH 21 I = 229! 6" PVC RAIN -
<br />sa,.. snore xm n..ac - RIM= 243.5 o
<br />48 SMH 218 INV =22832 LEADER (TYP,) eR l6
<br />«®-s. Ll+la +08 .21602124 S. /n5)bi.92 41.53 R =24202 PR SMH 2IA- PITCH TO DRAN
<br />49
<br />-� n ^:m 13F0 315.8 LY5.73 :x19 oo 2$8.33 m �1= 234.14 244.0` 5"
<br />PROP.
<br />„ �] io . f4 p+$4 - v7 l0 231.0$}233 10 2 2 97. = 228.00 I =229.00 .
<br />®-a
<br />I.." . io \6 "PVC "DUCTILE
<br />O +$ D710 '}7.93 23> 30 33 ZL FOOTING IRON RAIN
<br />5/ „ ®-9 8 - 7a.a9 %.7 230 50' �3 °. 1226.0 221 'Ira _ Q - 6" PVC DftAiN UNDER SCAR GARDEN
<br />®-19. ¢ ..76.09$'7. n0.50 230,56 226.83t z -2 (1,7,, LEADER APARTMENTS
<br />$z _LLll 6.66 y 230 so - C22Ta•(P2' (TY% PADP.AREAD AIN -3( µY0.• g(V j
<br />8 44. 23443�2e a3 )= zzs.op ",
<br />faCH TO DRNN i= G - CP PROP AREA OMIN-3O
<br />�dd2- 7rM 111.23691 /D.I 231.03 3!.144 ' -\ /
<br />S =0.1 O t
<br />54 _�- PRAP AREA DMIN 3I (( 00+' S /2 "RCTr 6 "SS p
<br />.. ®-ta - v.72 1714 20 e7 d .94 s e] {244 D.4 - 1 - 236.13 c�0 0003 = 221!2 °BEND
<br />.0 52 T.F.
<br />55 v®-i6: 20:+26 2at17 a1 a7 ,36 2.326] ,9; (. I =239.00 - 6 °PYC - J
<br />�®-n 20. ie 20 +it 211 L2 237.1 5 - - \ L <4t'4 PROP AREA DRAIN 30A
<br />(2Si,STj T. F, =253.5
<br />r
<br />56 ✓®-ifl 22.. q ZIA 235 ofi 234, 231 ` 90 a N� �P�fs LEADER AIN (144.72 I = 249 63
<br />v�L9 22.64 278 SG 2359 235.0.5 ni.o679(.38.. E 1L
<br />✓ Oh3a x5.09 2M.5(�
<br />24+54_ 2 9.47 255.56 225.47. O ER (PITCH TO PROP, OMH-62
<br />5B .-�' u. m 2a+ 29.47 U4 e c /_y ' 1 =228'_ DRAIN
<br />a. -99 °-3+ R 229 31 725 31 it E- PROP. SMH -10
<br />59 v®-v 2].. t $ 229.0 2L9. i '225 n - - - _
<br />X71 (224,95) 30P CON(. ENCASEMENT T 9+ R=
<br />I= 239.40
<br />, 21 29 - 36.84 2 {q l6 =.ss Z27.4 1 to w - 2D.32y. t q 1 1 =227:0 - 6 "PVC FOOTING DRAW UNDER BUILDING /
<br />FLARED END SECTION 1- 229! I /
<br />11436 III f- 220.25 2•LO ,.77 ' - .
<br />✓®-25 29» 36.56 22).5 227:76 221.5 11 •.HYD. WITH 6 X 10' RIP RAP
<br />o-n 3'.12 26.5 232,25 0o(7y3018 B4,v. U% 6 PVC FOOTING 59
<br />✓� n 3. 12 2+73 x3353 232.11 ]39 5,2229 t° ) G+ GX RNN '
<br />I =2292 0. (� (�r�`�'pI_•_
<br />m-2z
<br />0.75 m.e(125,2 I323N Il9.61(22t 7V { -_,-' 6 "PVC DOWNSPOUT 40 LRNSR 84fi TEE 6Zm =7It-
<br />[32 axl i=a w.(2t9. LOCATION a . 7s xve122G l,IU. wLl u9 a hR - 246.41 QC� O 1(TYPICAL) pQEA9RAIN- M "= { }67 2S2.]�QS)SV(WTI !6930!14IMY Y.925(24%10) ��(nt PRORSMH 9 y5pi ®-31 zaP V Y0. P AREA N 3 Yz2 ' % 2 232.17 Llz'Ix 2Y9saiUYa9.r.u9zal(231,t1� U F =2435 93. IN _ 0' i = zz6L9(2'18;20�zs st22512o) >P 1 =2281 , ' i�240A L39B+i - 2z42eEN CONST. CO.
<br />- <D Rib
<br />x�i+i -sx ls.]sow] 252.20 Qs3 35)tu• w -211,00 (249.V3) 17 PROP.
<br />lu•® -u- 2.9:05 249.85 d• %�
<br />PROP.
<br />t'j Q 12 "RCP PROP,
<br />1 - - (u• - .I -z.9ms .249.8.:5 30, - _
<br />( • M) 4U.5 1 _q O
<br />POND 2 � l$1 �°• m s =0.01 DMH 56 /
<br />• U5- vx�2)- 26].78 '(9 - PRO " =o
<br />✓mnsi 4. flp 12273 244:62(244.31) 240.62 g7� PROP. No. D<acnP =Ion
<br />132• o-53a10.63 i RCP 3Z' @ 8 "LL01 j2 e -14 IS^O OIS REVISION
<br />• Y Or®- 61 -zacn 7 5 =Ol LB -3 -�O'T) FLARED END , 12'RGP p -•s • J/ 2Z I POND, DRAW AT ENTRANCE 9 -3-87
<br />(>8• axt -x36.9 PROP D 12 "RDP. D i= 27,0 5 Cil NS WITN tE . 5'0.01 IS RCP DRAIN S =0.015 PRO 7- -' - I O _� k 0 1l! BUILDING SERVICE CONN.
<br />Z %1 RIP RAP .'x5 i'
<br />6 / 236. ¢ CR-IZ a L D4 E
<br />- " h �' O 2
<br />• e ./°n -sa 30. d' n7.1s 23727 i$ WW- 2272;(23! 477 _ ty B LB�Gq� _.- O - DMH- '1-. _.�� _ 4Ji0 / R - 3 2 POND Dft41NAGE En IOId3�l
<br />PROP. SMH _S
<br />/2 °J I=242.40 4 WATER 12-8 -67
<br />M 12 G O .0.0257 1 R =248.41
<br />"7 R N PROP, .b �S_
<br />442•- oral 223 'L'j Lr8 �- t ry.(,(r 4b 5 <O. Xp PRO 8_ PROP. p PROP, SMH 6 22
<br />❑8• urzr 239.58 _ t, 26 p OMN 4 C - R= 253.50. BEND 5 SERVICES
<br />M+55 a.sfl. >3a.53 tiT• "r&5i- ]26'16 (C? -- �- 24"��'7 \2 - t " 1:247.60 12 -18-87
<br />230,2.6) " "Z8 -IAS 326.70"Z`'L4.851 `c22650 1 1:2276•! 018 "RCPSa 5=p 02 S 0 / YD. At6� �. -v^�, / GT UTIL TIESPACKAGE 12 -2397
<br />P - 1St 12' RCP 6 65 'URT PROP, SMH -7
<br />2 -88
<br />$ =Oq5 Sz0 -010 ) B' R= 250.62 8 UTILITIES 2 -13-89
<br />P _
<br />t6 0W, h) q7 =244.90 9 UTILITIES 3 -16 -8
<br />10 UTILITIES 3 -25 -868
<br />�O ^h3t 6 '37.•5 11 UTILITIES 3'30 -88
<br />32 UTILITIES 4-14-88
<br />13 SEWER 6-14 -88
<br />MP�GN
<br />PROPOSED BROOKHAVEN
<br />EXISTING • - a
<br />DE
<br />AT
<br />12 "D �
<br />/ �09 = ONO -
<br />12 "0 _ 220 LEXINGTON
<br />/ 218.9 m N NN� , �• O'8R1EN &SONS 304
<br />GENERAL CONTRACTORS 45 1361 /Z,T /
<br />�T /L /T CS
<br />/
<br />2 z>
<br />- = ¢ 5 FERN ST., WALTHAM, MASS. 02154 -9129 617 -894 -2145 J. <Tr 32/6&1 �.SUA/.S
<br />� �^ �. - � N y -OAS - •• 29 S�PTEA'TB.�'R� /}�57
<br />Q 2 hh
<br />y 6044 O -
<br />z Nov r= a 60 °. 8 PNG2Q StiYI 54 Oty�`1(s 6' -
<br />N_� RR�S ROES SITE UTILITIES
<br />EXISTING SEWER MAIN $p�G 210 • -
<br />'
<br />CROSS COUNTRY JoD • '
<br />_.._..
<br />SCALE 11' - 4 0 1 o.n - 2434.20
<br />205
<br />0 +O 450 1+09 +60 2 +00 +50 3 +00 '�( ,� "O
<br />DATUM: N.G.VD. SCALE: =4 VERT SEWER PROFILE BASE =206 2 +88 ]n FEB. 26,1988 _ u j
<br />e =4o HORIL - DWG. NO. 1499.13 _
<br />-0- c ir v v 131 wy
<br />ti i ".cvc 2x6.20 t° 7
<br />�22b.S)�
<br />,,. 0.t•w
<br />_.. 17 9a 20.:4(2475 M m-i°Yb.s9< 344
<br />-
<br />05 t =22 ?o .
<br />-
<br />(u- t =.
<br />-.6-251 -2.3.9 .293 41
<br />s`o
<br />M3 -v
<br />(12 axl 21l 59 9
<br />2Y 241.28 24t,1(. Ilz' aN 23] 22 73 7, 08
<br />R
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<br />°
<br />-2A.
<br />--
<br />W. ®- 161 23] 22 1.1
<br />8k
<br />M
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<br />' RA -58
<br />ll• ®-
<br />(171 23] 22 7
<br />Q3. I- 236.97 t'34 "8 3,
<br />22 .79 D4.96 2341). 12 -. fN . 40-81 : 1
<br />RGY
<br />(220,81) \2
<br />O
<br />m
<br />¢. a
<br />.
<br />02• ®- 1e1.23o.e. (}2
<br />la 220.50
<br />jV PROP =
<br />- -30.1
<br />PFiOe
<br />CO -io
<br />✓�« -s?.
<br />132• m- 191.x30.64 (:(,30,7°
<br />(I2' 0x3 - 230.81 .(o
<br />i._1s �ZTtd) -
<br />-
<br />oMH -55
<br />m.73
<br />232 '262 ------- 25,3E
<br />OeAo! Y2a>t (Z2 '
<br />HEADWALL
<br />ca- 1
<br />12 0.0 22[2 °BEND
<br />5 =0005 }
<br />°. .
<br />. us- a¢• .221x9 223.2!
<br />WITH 6'x10 RIPRAP
<br />22/Z.
<br />- - 12 "RCP ,/Z
<br />28 - 02. 229.17 129 G JO 8• y 219.74 219 ,77
<br />•9-2 3 zzs . 3t
<br />- S =0.01 END
<br />PROP..
<br />DROP
<br />C89 INLET
<br />. � •- 3z2sr b
<br />,.i
<br />-
<br />✓RH41
<br />_6•o,n s.v +(219.7
<br />2 - 62 131.n (232 3$�:2• <- ^- .61- 228.bpeA�ri.i j
<br />t
<br />�
<br />r ='n -226- "f27 t.85
<br />EE SHEET L -3.3 FOR LAYOUT
<br />I -625.25 2'Lt,85
<br />/
<br />OF OUTLET STRUCTURES AT POND.
<br />QU -62
<br />/3
<br />- 251.62V1.S4 Tt 63(7:0.46)
<br />:.3• we 248.63 (L98.
<br />232.2.(232 o2)r wd 229.9
<br />0x6 696
<br />- T'-• (231 3l z?h 01)
<br />O i zzfi oa $
<br />/.
<br />Im
<br />P - 1St 12' RCP 6 65 'URT PROP, SMH -7
<br />2 -88
<br />$ =Oq5 Sz0 -010 ) B' R= 250.62 8 UTILITIES 2 -13-89
<br />P _
<br />t6 0W, h) q7 =244.90 9 UTILITIES 3 -16 -8
<br />10 UTILITIES 3 -25 -868
<br />�O ^h3t 6 '37.•5 11 UTILITIES 3'30 -88
<br />32 UTILITIES 4-14-88
<br />13 SEWER 6-14 -88
<br />MP�GN
<br />PROPOSED BROOKHAVEN
<br />EXISTING • - a
<br />DE
<br />AT
<br />12 "D �
<br />/ �09 = ONO -
<br />12 "0 _ 220 LEXINGTON
<br />/ 218.9 m N NN� , �• O'8R1EN &SONS 304
<br />GENERAL CONTRACTORS 45 1361 /Z,T /
<br />�T /L /T CS
<br />/
<br />2 z>
<br />- = ¢ 5 FERN ST., WALTHAM, MASS. 02154 -9129 617 -894 -2145 J. <Tr 32/6&1 �.SUA/.S
<br />� �^ �. - � N y -OAS - •• 29 S�PTEA'TB.�'R� /}�57
<br />Q 2 hh
<br />y 6044 O -
<br />z Nov r= a 60 °. 8 PNG2Q StiYI 54 Oty�`1(s 6' -
<br />N_� RR�S ROES SITE UTILITIES
<br />EXISTING SEWER MAIN $p�G 210 • -
<br />'
<br />CROSS COUNTRY JoD • '
<br />_.._..
<br />SCALE 11' - 4 0 1 o.n - 2434.20
<br />205
<br />0 +O 450 1+09 +60 2 +00 +50 3 +00 '�( ,� "O
<br />DATUM: N.G.VD. SCALE: =4 VERT SEWER PROFILE BASE =206 2 +88 ]n FEB. 26,1988 _ u j
<br />e =4o HORIL - DWG. NO. 1499.13 _
<br />-0- c ir v v 131 wy
<br />
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