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HomeMy WebLinkAbout2011-09-06 Planning Board Supplemental Materials (69) VHB PROD WAT-LD 11625.00 CAD LDPLANSET 11625.00-GD a 0 z a a Y Q N U-) Vanasse Hangen Brustlin, Inc. N o Transportation Land Development Environmental Services T (PUBLIC 110" WIDE) (ROUTE 125 ROUTE 114) TURNPIKE SALES 0 101 Walnut Street,P.O. Box 9151 _ Watertown,Massachusetts 02471 S 46'02'19" E 641.96' 2 617.924.1770 •FAX 617.924.2286 S 36• 22"- E a 225.00' a WF1-100 Y AL a SILT FENCE BARRIER d WF1-101 (TYP) `• o � R4 000, \l: 4a cs cwt 245 /2 WOODED BENCHMARK #3 _ WF1-102 c I t �---��� ?44 SPIKE S T£F0966/3 O�� R=244.98' (i � CE BARRIER 4-•j`3a'1(�„4 6, �dGDED j / 244.41'x WF2-98 1=241.3' 3'HDPE 4~ N \i. t IN UTIL. P # c° F=240.8' 6'PVC t $ ELEVATION=245.27' .' � 1 t r- ` �. I=239.2' 6"PVC o WF1-110 END `�C, 1 / TRANSFORMER ON UP2966 2 WF1-103 y f CONCRETE PAD wfRISRS I=239.1' 6"`PVC n afi. \�t x 4 \ ICE STO AGE AREA - /��% x243.3' WF2-100 APPRO ATE LGCAT10A1_-GF ?OP OF Di?CFi WF2-101 UP¢�2956-3 =240.4' -`l a WR - \,li x Q N 100 WF2-99 W/R15ER -06 WFF2-,f17�i- Q WF1-105 ` - WF1r109 � SITUMINENT i��0�� w JJ x243.9' YJ - \\i. a WF - 0 2=1n ,� - C, Uu 4` WFt-107 �/ i PA � T ------- � WF1=109 W'F1-106 .5' r / �� - --_.-_�PiF2=`TCt3_"-_. r4J _` `POSSI9LE_S"NOPE"--•- ._x244.6' '"�`-�.,�•`•'�'� 8 11 (NOT FOUND)- 3 OUND 24¢ ---�`° E� - 2-110 WF1- v j UN). T _� _ _ $OL fi p Bi?. WALK } W 244.85'x 3"I DPE-==- a_ -T $0 - FE=245.31' �_. BIT. TALK x244.74` Bi?. wALf4 x244 3' p" PAD CONCRETE PAQ JJ =241.2' '�el tf/ x242.06' ? >vONC. W :.:;'m` L - - l4a - y GRASS x244.7 66•PVC-- 4-BOLLARDS 8'£RAF FFE=245.19 41) FFE=245.23' FE-24. 22 (NOT FOUND) 'FFE=245.25' FFE=24..20' CONCRETE PAD ro t x243.1' � x241.6` / �\_f/ It - �� i WITH CONDENSER W 1'_ " -- •,.. VIV .- All,2-RISER FFE=245.34' R=241,07" 1 a X241.6 I� �♦ 1 � 9 � r v24 �"`WF2-i} ..._..•-----•�-._ � 1 GRASS `\ JJ FE=245.24' e- !� 244 -- _ WF2-114 i r 241.6 ` 4 --24 ! XY&4.865' 244.1 x ` 242.75'x `ti J � FE=245.21' 466,069 S.F.S• • `tf /ff.. �___ 245 R=241.06' 1 R=241.10' // ""- 241. ; r. `y ✓ J 241.5 rQ �` 1J x241.4` 244.4 241.3 41.6 z V1��J LLJ �� 10.699 A � ; ; ! 244.3 r 241.2 ' IN C t t.I \ x242.5' Q .0 244 0 WF2-115 24 244.1 241.5 : l•. !!tJ �Q2 1�BZ ! T ` O ,•', .t Z i ti � xfCE FFE=245.25' WOOD o c� � ., C 1 N ! d `t Q �tT„ 24 ` JfI // 'p -� �' !1 '\ I VOLPE ATHLETIC COMPLEX z 24 ! '�' ' Z it 2 -tr `ti O ` a i WF2-116 s -241 ----� ;;t W ! I ��> EXISTING / N VAULT Iq w ! ... , / t e / { CONC. FAD 9 i c t rn Ia f tt ;'.,:,� `_, , VOLPE CENTER X244.9' 1)x243.75' B 6 0 E u7 tv �, {� -. ALK i =245.15' ~� X243." =243.1 i o N FFE-245.19` ® i M 0 J FFE=245.25 / £E 4�5 31.32 45. t rR i•`•' �:• `:f I � r } FFE=245.38' ® 243. WOODED to MATCHLINE R=240.:10' I :: `. i , FFE = 245.2 wF -- -- - -- -- 1 4 WATER=236.4' 1( /?19 ' , t Jr Q<c / f / BOTTOfr1-232.4' ! ¢ , 243.5' cv t © r ROOF # -E3iTUA QUS 'ENNIS COURTS j 11 I I � FE=245.31' �� ® DRAINS FIRE ALARM FFE=245.35' ti J ! I } t FFE=245.29' FFE=245.28' CALL$OX ROOF DRAINS ` fi FE=246.86 i t i x240.51' s; T. WALK I FFE- 45.27, EN = 5. @ z 2 .9 t >> WF2-117 / I I FE=245.22' AU TO 8"pV 12"PVC ij2j f w _ ® ec '- � GRASS W W x243.5 '4 I "PVC / - -a _7' {. 4 .4 N 43.8 SPRINKLER :t GRAVEL✓ Cs % F =24 .2 (f USF±) ----244 �. f ® x243.7' 2AVG ! f N Rt l ca ~� f __-_ BICAP $!T. WALK tQ ?t __ GRASS 43.17' BIT. WALK I `��S .78' {T 244'' J _-243-_ACCESS RAMP ,' 2 . !r _ s ---I-24t3.t-> - _____ ?�r� -X44 MONUMENT DSCAPL 'r`r _f i � X243.7 R=242.9 'GRASS_ C Be 4'FVC HEADWALL WIC LAN 4' ED ..244 _ ,f' i °`j 2 ABILIZED wF2 118 I=240.1`_ , HANDRAIL `2�?_H 5 _ �� �� �� f�-�`- , B I ONSTR ! t RM234.12 // ti, / r _ ---�` x243.31' N , x241.9' `� , GRAS O�, .- GRASS n\4- -240.4' ��i° GRASS / {{ "D ►� 1 243,5 t \i, �" / {NOT FOUND) RIP-�@P sy / f i' d ! ' 2/4�440.5 ��++ i �� x243.51 / / 24.3 t 1 R=240.11`1 Pit V 0�7 E Q�24t !� 9L � I TE WALL/ ! __, I r, 44.4 2 ! a ELEC HH '�, F _ 1 DMH 1 X t FORCE 6tAih- _ by I J i > t o ___,�,'�� _ `\ f• x241.6' - c�� I43'�~ x� D� :a R=243.9 t ! v`OGOED R=23,5' I -E-- ,f �I=237.9' 8'PV£ J / -�--,VGG {I~LUSH) 1 ! ' I=230.5' 12'FVC I /� n c ! ! f �,�` N cy 1 I=-0.8' 18-CPP I , :�d1� 1� x24 5' JJ ;V E TER EXPANSION �, ; , ,�, , , I=-0.8' 18'CPP , F, / �J 1 12tT`'4tt�lil4,"2d2x33'x i ! BRASS x '. I=230.2' 18"CPP t t` o ff x239. €iC: x R=241.10 c sr ! .� 3.6 d CJI /f �� ti,..•M1 ' f i I=239.8' 8"PVC �� x242.0} EM cv n; e I _ /r \ •`. 243,5' Aga 243 WF2-119 1x241.7' J # FFE± 245.2 JJ i t .;�` ANQSCAPED ISLANQ " c� \ {! _� � q21245. f , tPflST CST 243 CST :239.}2" �i� ' t ° I /J R1 .c �` ! ,� $B _== ----- -- -..�.�_.`_ `t ' f 71, ���' R=241.81' i:. SOLS ! f• 1.'r'+ -- FOP 242.1 O'x WF2- ±TER=235.1' x239.50' � !• `` ° � J � / 1T?OM=230,9' J / WATER=239.9' 8'PVC _ 4 x142.45' Be F=23�I.27` ' ' .< : ?. `L J ca GRAD / BOL `• ! r - BOTTOM= 0.3' ,`.' a �/ r' \ J . x.-. . B ____ _ --242 `"--.-- ._EOP 8B t I �..` x239.2' �a I h _ "_ ___ -___ __ -_� ~ SOL _ BC _ GRASS x2 .58 \ 2g1- OL -- _` - £OP _AJV,1T1'--® . __---__-----_-__--24 PP -J+ J- ,� No. Revision Date A vd. EIw _ a,� W - xzjs.s'ur w - -- - e y DHF y PWM y s . ..�.-•- 3 j Z42_�, E�' $C c' -242-- CABINET -�� -24(7 � 1 1...-- �- Design b Drawn b Checked b x241.5{2' _ -•242--__ GRASS E ` , GRASS DMI 3"STC-4�0i I CAD checked by Approved by BC SC BITUMINOUS PAVEME 241. 'x x241.6' _241----- _ s -- =242.4± ✓ ��. Scale n- Date -,` r;�� s' aG ---~- '" - B� 1 -40 August 5,2011 £ a �! x241.06' 241.16'x x241.26'813 _ - � - _ __ DMH 2 = -- o EXISTING C83 R=242.2± -- \` Project Title $I . WALIt • B �4LH LAN ANtIE- �I � �,�. � _ - - '�, Volpe Athletic Center 0"W_i ! ► � GDMId_ 1 �xr� ...,--DRAINAGE BITCH CUL PLANTER - _ ----- - ------ DRQ EXISTING C81 R=2 .23' ____ - �\ LjSlGN>f 4 CATCHERS �' !` Expansion REPLACE EXISTING PIPE i -- '�� R=ay TO WALK �� � r `� ��--- ! 1 cz d' PARALLEL PIV - {GRATE B KEN) SMH-1 _ _ _ / _ ��� --L BOL R=238.28' R=240.5± d\f 1- - // SCORE t3QAD GO' EA !` i=236.6' 8'CPP-___ y�•,� c-� c>cu ' R=236.36' i 1 R=237.84' 1�//f I=235.1' 8'CPP r I-235. ' 8"CFF �. �� C r-" 10 PVC 4 I=234.4' 8'PVC PITCHER • � 1 LSA 1-234.8' 8"CPP . / , NH 8'FVC �� t 315 Turnpike Street -___ I=234.2' 6"CPP CONC. PAD •� r' � ...t..` � „r ._ _.:�� 3 �� H FOUL I �"--_`'`� +•� �l� DMH 6 I=233,7' 8'CPF AS lAETERS ILKppEDIMENT TRAP `t �� ,, -' . I_ `� r` i LE EXISTING CB2` -, ` ; 1 North Andover Massachusetts I=233.7` 8"PVC .` _ --___ ° R=234.76 I=233.7' 15"£FP BOLLARDS ( TRANS �\ t. �r CONTRACTOR SHALL VERIF ¢AT PROPOSED` �� '� !! BOT?GSI=229.5' OWN SPOUT {TYP) �\ 40 4_0___--'�` $� o � ft=137.67' CONNECTIONS WILL NOT COMDR t THE1=233. �� �` 4OGD IGH7 POLE Issued for R=234.76' !'O � I=234.8' 8"P CTEGRITY OF THE EXISTING STRU �l 1 • !, ,, ' _, t y�yRiSE ! Local Permitting I=229.1' 18°CAP A - ! , , SCALE IN FEET I=233.7. 10"PVC ��. ! Ap HH t ! I=229.1' 18'CPP 0 �! !! R=236.47' I t i f 1 1 � c i I=231.7 8"PVC �° it �� I t i rn !J I=231.7` 8"PVC !!' SPIKE SETG1 FOOT UP !`! J 1t Not Approved for Construction / ! t ! IN TRUNK OF 20 TREE i I ELELfA110N=244.28` Drawing Title i I I=22 R=234,95' 23 Svc CHMARK 1 Grading, Drainage and BEN o REPLACE EXISTING PIPE CON HISEL CONCRETE 84 It i 1! II � LP`S CONCRETE BASE t / ELEVATION Erosion Control Plan 1 i a t1 METAII STANDS 11 REPLACE EXISTING PIPE ° !! s t i 1N Drawing Number FES 1 �,�lOF R ' ►� I=229.0 OU C-3 eMATCHLINE i0vt1 SEE INSET A .t� No4072.6sheet of INSET A : . . } Project Number 11625.00 11625.00-GD.DWG t Q r f) E Pro Con, Hac. P.O. Box 4430 Manchester,NII p 603.623.8811 _. -- - ---- _._ - ----- f 603.623.8250 ----,r-- --- - -_ - -- -_- __--- ___ _ --- ----�--- -- - __— _- --- --_--- V = i`'� www.proconinc.com WOMEN ' 104 _ --- -- - - ------ -- -- - -_ ---- - --- RESURFACER - - --- -- - -- - - - - -- -_ - 1 RM --- - - ------- 104.2 JAN .. .;...,,. _.., / ME'N 104.9 103 ,,>i - CV UP — r J Ob Df I I I STOR L 102A N > ;. Z O �3 VESTL 4 LOBBY 101 t i I ILLLU I I I TICKETS 1 L- -�1 105 d. - — SPRINKLER _--- —.__ - __- ( . 906 ..-- 1., k�, - -- L�- ----_.. - L I-I-1 1 _L LI-1 1 _L L_ . J --I OFFICE '.. A3.2 3 - T r r F-1-1 - . ( CONF. N o u I — _ I I� I—I I T I — 179 OFFICE MOD.LAB CLASS `m cV 7 . � .-L-.. _ - _ .._ -1-L_1-L H___L1- 17] 175 ROOM !i 09 N —� v ( j - - -- --_—tom �( yy Al _9 ''.,_ �.- F____117 I �. � ,� OFFICE 07 I VEST. CUBICAL I TORA 1z7 — AREA U1 VEST . . _ _ TORA .—�- --I� -- � -- —