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2013-12-03 Planning Board Supplemental Materials (57)
NOTE: 1 . LOCATION OF UNDERGROUND ELECTRIC WAS PROVIDED BY CONTRACTOR DMH 11 RIM-190.16' I(IN-CB)=184.00' IIN-CB)=183.74' Ce IIN-6"HDPE)=184.92' RIM-188,35! I(OUT)=777.34' I(IN-6'HDPE)®184.35' I(OUT-12"HDPE)-184.35' 5-0.019, L-18' 12" HDPE BB ! 8 K ryOw t i m Z/� l(A)IN-179.61' I(A)OUTWT-177.90' ,1 OF I(B)IN=179.59' JMt -o TRAIL l(B)OUT-177,7,3' -� $ /pe SIGN C)IIN=79.66' DIVERSION SWALE CB i 5 177.61' L ` I D IN-179.66' 2 (RIP RAP) RIM-190.57' OOp9'f IA Bir )) 44 • 2 1(IN-6"HDPE)=184.60' `S� HDPE $' I D)OUT-777.87 22 I(IN-6"HDPE)=186.071'r 12 o t� �t 12' HDPE 22 I(IN-1Z"HDPE)-184.59' 'o RK . I(OUT)=184.5 ' B VMtS OF Vi0 �� / ?se?y4, 4t 342 4y,•.-.' i JO l •,. N/ p CB FES RIM-190.58' Oto // m DMH 70 1(IN-6"HDPE)=185.79' �O WA7•G .i.� i ,..- ' �. I(IN-8"PVC)-185.46' / 6 V• RIM-180.93' / i'' R£TNN1N i i- _ - - -- - I(IN-12'HDPE)=185.44' /OR�� ASPHALT WALKWAY I(N-OMH11)-175.58' 3' NIDE DRIP 1(W T)-185.40' (IN-6'HDPE)-178.89 / � •� i�" i EDGE TRENCH (TYP.) £ ,� Y.. ,-•t [(OUT-DMH9)-175.56' FES 1 1 UNDERDRAIN 6'HDPE tZ HOp / r _ -� 't?� YD 7 7 ' 1817E S t3 / ,;,. `\ RIM-180.99' F'. / �"� ..-'' i '� -+ '• RIM-789.90' of / "' ." 0 0 TWT-176.99' .,_-.-h7 GREASE TRAP t, / ^•' R'a Y'" 6" T) i IN-6'HDPE- /,r'r T X O 2 RIM -192.52' ( ) 186.71' Ott .tyq• / i(IN-4"IRON)-189.99' I(IN-8'HDPE)-186.76' S✓O' i � 'x � � LANDSCAPED K I(OUT-49RON)-189 86 WN 6 HOPE) 186 79' $:: AR A DUNERDRAIN-6 HDPEOUn 186 X DIVERSION SWALE w �' ` �,.it5 O p`NO ©p��� .. `..v 7 / 4- (RIP RAP) nM1? t, / OONcRE XUty 1£S "' J,,,...-' - .,..✓ c a o LANDSCAPED e10 errtib•`M^ / Y O WG O O ., ..-' �iG4tytOi vQQ. / U „• i' i J ./ y AREA PLASTIC FENCE • GAS RE 7CJ1AT ^ ;,.".,.WTAOE PA.Rp JJO Gr A� / DMH -�U, .r s-• 1.O VGN� OONCR p1S r .^ry / _ RIM-180.84' F- Z �.'. -, J� .i / �• WDE r pNK flR r /i / I(IN-FES-177.04' U EDGE TRENCH (TYP.) ?y.k" pUC7B £ r r / J O 42 YD 8 rr • / . FES ;(IN -FES)-170.99'x''` d 2 240 238 J -� /"• •" BOLLARD 4".'sa IUM T) 1.73' r / 16" HDPE / W -a, 2k 252 M12' r J / •--'•.� > " IOU =778.88• DS r 1_ 1=168.18' / p U 6' VC In g r/r t :D OUJ PIT �r p 1 SNOW O p ye 4t i2 78 - JJ I(IN-6"ADS)-782.90' , f / CON YD 5 rr / . 70 AMO W fI Of EXISTING DMH 7 P� aREA Of 1/ yi RIM-180.14' RIM-181.23' HANDICAP J/ 1(M-6j�DS)-18.79'11 / MULTI-STORY 254 / 2 J OUT,'-FES)-I82.79'11=782.7971 ELECTRIC [(IN-6'HDPE)-777.75' KOUT)=178.83' SIGN 8� T0 rr' 4�' 1 S ZONE p / CB it ROOF DRNN pP cR 72' HDPE SIGN Z + � / � VAULT BUILDING I(IN-DMH)-175.88' 6" PVC £S£ r' ON // 19 FES ' 11 0 RIM-186.08' YD 3 YD 4 I OUT-FES)-171.34' OONCR rr G i-765.41 O s J 0y 1 I(IN-6"ADS)-7&3.03 DMH 5 RIM-181.20' DMH RIM-181.09' I WT-DMH 171.02' Ls1•LA PUBLIC p A 92 I=179.41' H to TDI I(OUT)-182.62' RIM-180.13' 1 W RIM-180.50' 1(OU'1)-178.64' ( )® 89 72" HDPE I 3JUV 17y ( n-779.55' LANDSCAPED O.Ol$r PARKING W 22 ae 100�E,1 I i(IN-FES)-170.49' 6" PVC 6" PVC 198 -? eP 1 'pPEA 7J m t DMH 12 [(OUT)-185.05' DMH 6 I(IN-DMH6)=172.35' � AREA WER 22 798 0 10 q 19Cr1 { ® 1 RIM-180.38' L-4g RIM-179.84' CLEANOUT l`... d 224 19M � 0+o RIM 80.52 .r DS 1(IN-CB10)-176.66' S-0.052'/ I(IN-CB5)-175.58' LANDSCAPED ti- OMH 14 rr RIM 9179.26' ?i OU9-176 (' 1 ((INN 1176.64' 2 i(IN-6-HDPE)-174.99- / m (y_ tae L-10 t I 1(IN-RD)-176.63' I(IN-OMH4)-173.34' / to RIM=179.85' r 1P se•-.J(WUT-175.13' I 7 RIM-180.98 81 r'b L-8 'S-0.050'/' �� 22 79884 �- r -0.022/ .$ 1 DS i(OUT-DMH4)-178.63' I W KOUT)-173.14' IFN - IQN)-764.54' r r-y MH 9 ( T)=779.28 ` HANOI AP r- STORM r 6 PVC /) GN i a � -vim TRAP 1(WT)=164.47RIM-179.44' rf/ •EN / vsy D rr IQN-6"HDP -175. t ,� I-173.97 y ! t} I YD 1 _ J f s DO•'HOp'4 I H .00'v v M' UNIT to _ IIN-6"HDAE ,JZa+---✓- DS ! t >a 1.10' -175. . \\\ 214 9 178 CCB 3 �" /+1 " '' -' '`` -'-='r..- -•• `- r v, PO '(IN-.CBI(IN-DMFfj 0)=174.25 \ 1 1 44-- �a-m 2 DUCTBANK ®� :YF p Q' 0:03 L=10' Epi 1+�U° r•" -164.8 r, 1 1 '- I(IN-CBy)=174.78' \ Uir RIM-177.73' ,"x' - NDER&OUND lP� v v v 12,.li 4t /g I(OUT- MH)-773.75' / ^yt. / r �OU•'Yf 174U4''.-_'SYG rl _ __ELEfC 1 DM 4' S C 8 rrr OJR \ > v 218 ,Oh / DM T.�NFr/j� CONCRETE WALKWAY 1 M 80.1^ 6-a I -77,Q. RE(£ E SNOW RIM-776 28 � 7 Zoe 2 %/ Ojy �. OUT)-173 85J W�dor ep AR DOUBLE /NO -" ® . 0S _ - ZONE N ff 5=00 cRl RIM-�.Z9:79' N % �- -185 _ SIGN `-•' �-_" �' N UMI7 OF WORK ro / CANCRETE CURB / S-O__1 L= Lmt ot26 SMH `Po I(I 7)=.17A ' f(OT!'(}=134.9 "f� �rr•-^'ws A u _._� z Q w 78" 103' S0 5 5 ` RIM-179.70' y I( s`A018"� P Rpt' / e re r 1 P A^ RIM 170.78' 15 MPH p 4 > HDPE +0•OU P£ RIM 180.41' / _�_. NO I CTR- 3• y2� r LI.1 ___/ / RIM-177.27 !',1 $ ( ) 768.88' E SNOW r- I(OUl)-165.61 SPEED CB 5 __�"'---�j 1 I(WT)=775.65' O `a, 6' METAL STOCKPILE - 7 - Q a c`J S=0.002' LIMIT i(WT) 173.99'1 " RIM=180.71' �5=0.009' •, 'o ! r"" - Z O / /� 1 ( Lr g• �� -•YF FENCE AREA/NO - 1 w tt�eQ J 8" HDPE / L=5' DMH 2 SIGN DMH4 /t:a S-0.02176.50' tY DPE '��• FES W N ibn I-168.91' / 12" HDPE RIM-170.07' RIM-780,53 // tr`1 5-0.023'/' -10' i`s"-fiOPE`l•- jf STMiB025 ZONE EX. DASH { I 2 HDPE :wr /w(7 189 O Ufa R=172.62 + t (IN-DMH7)-164.86'I(IN-CBS)-17627 lit t (ifY•"' 17647 r orf 1 a N t(N-Ot.H}�767.27SIGN I(IN-CB2)-165.21' I(IN-OMH3) i?406' !'1 776 I(OU -164.81' 1;.1 -_- -- '`ter~r )-0 SIGN GHT I(IN-DMH12) 17595' t j 775 _174__ i %��� '• 1(WT FES) 17 83' \ to L 10 S-;0.015' O tf0✓7= 12" I WT-DMH6 173.42' 7�--77 I' ( ) t 1 li-=--� -. _ ? � �,� //�- es-y/� � ,rte_ ,,,,,,�eir � (_ ® Jj HOP i2" RCP. D 7�S _- - - r f .r'� B i'Y/ rte%/ f".,'`J 1a" ^X ''`.! "`-✓• ..,n 17." RCP. S-0.011 f;,1 h7/ �''•-� __' - - - - �f /'� / / .moi /. .+ ti• /r -O U) UP 5058/17,5 t 170 __ -- -170•-- - -- --- - - tf;..' e�^'� -5T GG ! 1 70- _,,,�6 --18 ✓' ."� o,r NV.=761.93 ` � C N UP 1847 117 1 767.64' _='==- �`" TB wpm ' _ A� z O .._._.. > 4'7H _... M;-_M62' _.---._ --=-- --=-� J _ ._. i .•- 72"01.T69-- 72 HDPE 12' PVC MOUND RIPRAP UPJTO•PIPE INV. t 0 .,-- ----- - ------ -- ----- e RIM=187.81 d HOP INLET Ce \'--Ptbf=7725G S 0.102/` fSRrxx.----I( - -tra- _.,.-. _._-- T) 165 23`-`�` µ J fiEAOW �_ _...- � � CDL � J U /1tl I-76-.7�,4,:s.:.f2"p7. STAND PIPE .--_nya,--._.._ f v® s- C) S-0.002'/ L-9'12' HDPE EX.S+Et1 g4t4 �� . O. .�._-...._,.EE RM UP 115 $S?J.. RIM =770.39' - I f 1 INS 75' 7NV..a 17,z§�S''43p CULVERT (_ 161. I(OU e, �"Ek:"SiffK- -" RM 30.005 % L-8 s=� DX Q w_ w w ROUTE 114(SALEM TURNPIKE) _._ �. ___ z _ �� - m UI 1,1 p Z HYD RIM=177.01' W 1�t W M (Jf ,. ..., EX. 72" C.f. WATER (APPROX. LOC.) (p UP 1547-1 11 IN-FES 12 HDPE)-165.71' tYGa i(IN)=165.51 vUj LEGEND I(OUT-DMH2)-765.51' HYD DMH \ V RIM-177.32' If UP 3933 \ HEAOYfALL _ \ y t(((A -162.72' EXS71NO HEAD WALL ✓(�T 7NV.=767.53 TREE f/ / (((83-160.51 ��(y - WETLAND REPLICATION AREA I{C-160.52' tNU.-160.34.7 �'!�/ YF LIGHT POLE \/� I D-760.24' `��RQij1 /Y9 /\ 115"ADS)-162.44' '� o LY m IRRIGATION CONTROL VALVE 112"ADS)-165.24' , • YARD DRAIN (YD) • WATER GATE (WG) FIRE HYDRANT FLOOD MITIGATION AREAS O BOLLARD 1, ' arc ro n a Q SIGN & Associates, L.P. {5 HANDICAP PARKING CULVERT (]D DRAIN MANHOLE UP 3934 =DOUBLE CATCHBASIN Engineering and N CATCHBASIN Planning Consultants 8 -Cf- WAARRD RAIL , 62 Montvale Avenue ka 3gp� UNDERDRAIN 6" HDPE CULVERT CULW 59.24 Suite I • DOWNSPOUT(OS) • GAS GATE (GG) Stoneham, MA 02180 LIMIT OF WORK TEL: (781 ) 438-6121 •7� ---- UNDERGROUND ELECTRIC FAX: (781 ) 438-9654 Email: engineering@marchiondo.com Website: www.marchionda.com HORIZONTAL SCALE 1"=40' DATE: OCTOBER 1, 2013 40 20 0 40 80 120 H:\PROJECTS\802-01 SHELTER DROOP\AS-BUILT\MAIN.DWG M. & A. NO.: 802-01 SCALE: 1"=40' SHEET 1 OF 1 Q 2013 MA maiiDA 6 ASSDC7ATES,LP.