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64-368 - PIERCE AVENUE - CONSERVATION COMMISSION DEP 64- 3(,p -- - - Plans - - �q <Nry f i� WA IERSHED DIVIDE ---- PRMOREgPNK CC PSS P ,.1 CO 9S,T9 oeFO e- 0.24 ACRES T♦ 1 -- � ,p OUTLET] 1 1 110.05 If _ — 50-- utU -X '0j�1 DNH1t DUHt DDI xtDDa � t0 DN T-30 IYtt 1 HISTORIC WATER LINE veoressroNu sola ono P4 WORK AREA ti �e CB CH13 l CDIA 1 6 _ L - 24 F- -- - - - '1060 DMH - D—tD .r 'DMH9 1 ll..B9x -1 - .- I 1 MASSACHUSETTS r----t'� °�_ i i o �ns• I I i i i '1 ELECTRIC -SAWCUT PAVEMENT ♦ -, ___ - I _ xra ao. -------y--- o _---- -- �'`� COMPANY 6 O O o -T1 DNH6 xC9QJ2 I-t. ;111 AND 70.90 07 rag CEYSPA N 1F' PRECAST CONCRETE ` - �� o 0 _ JERSEY BARRIERS. TYP.o6a 0.17 A001 i - -n,,30 1 FORMER OR P R #9.75 IO.O �I It 1.50 0.29 ACRES ' C ; ,AO� Id J7 PROPERTY E I ' 1 0.19 DIES DNH4 11- n.t 1 10 90 CBS I 1 m w O � � � 1 1 1 I w 1 1 I z U - �119.62 DW12 1 CBZ 11. 1 1 40 rial(�1080 I 1 N 0 WATTS S MET �p xloao 10.0011 DI9BD Ib C84 1 ; F� -I0.31T WQ4$ I ` WORK AREA IN F ti I 0.45 x t x10.9 m b� =II o 1 - -- - 11. .1050_ �� `% -- - - - - - - - - \ I SALEM c I tI o ��:. irzae��a- Oo �I �__j / __ �� / I MASSACHUSETTS 'r PRECAST CRETE J II9,50 ,O.Wu JERSEY SARRIIFZdYP. OO I hh __ I (ESSEX COUNTY) f I x10.50 �1 MARCH 19,2004 n 'III / 119.80--'--7 49.80 �I ; -- _ - � I i EXCESS GRAYEL BORROW TO x'h BE PLACED INEXISTING /// REVISIONS: I9' ; ` ,�' 11 .25 a I I 1 EXCESS CONTAINMENT AREA - l W. DATE 8 I I ♦ 0.40 i I I 21.00 °91 a - ____ I 9.e0 ♦1 i _ I II 14 a x 1 I 2t.3 Ls Jure I � I I ZONE — rn , l 1 ZONE A4 %` ,� I ♦ hh 1 „9. B' `� 0.--i —— — — AREA PALAN 1 /\ 1 101 %♦ DCB] o I -- _ WORK AREA - ZONE B — — 'PONDING AREA" --- / 1 1134 MIFi D DMHI2 ---- -- - - — - --D I (GRASS IN SUMMER) �Vt �-\ I I OIC 7.72 AGF9 DMHI 19 ` __ _ D 1__D O OMNI 0 \ x .00 D 1 Main Sheer BUIIHIl1S, Inc, q It \ 50 8 D D b9-D—>$-4 _ IG814 1 am 1m D 015 • �I Wil die r,Mwuctm s 1 \ I —wg\. 1 x xBJ _ x _ �,4� - _ +.BJO\ x9.00 0789D p I LPROPOSED RIP 1 _ _ - 1 I �I 02 RAP SWAIE 9 _6" HIGH GRAVEL B -- 1 9 1 RAP SOUm@RIP O51 AL7l3 I II m _-rc6.50_ _ -. . 1150115 BSC GROUP J V�,'GE'iATm WETLAND — — — -- — — — — — — — — — — — — — — — — — — — — — _ m 15 Ella.Strcea FINISH GRADE SHALL SEE OETAILS FOR BERM Z Hamann,M.sadlasehm s MATCH EXISTING GRADE ELEVATORS ALONG FENCE mQ 02127 ALONG SOUTHERN FENCE POTENTIA] 6178%430D m DEWATERING - O . AREA1n O SCALE: 1'-80' m� U D D W m 90 m V FILE 1�, ID, OM'S OMC. NO: 3 nAT BLE _ 1 OF 1 a Joe. ND: I.M31n \ NOTES DRAINAGE ALL ELEVATIONS REFER TO NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD 29) lA DMH „ " BENCH MARK USED: #3528 MONEL RIVET IN GRANITE BLOCK AT WASHINGTON STREET & HarboBerverr RIM) 2:6' 1.) EXISTING UTILITIES, WHERE SHOWN HEREON, ARE APPROXIMATE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETAIL C WAITE STREET. (ELEV.= 19.79') i Harbor N I(1)= 2:6' PROPERLY LOCATING AND COORDINATING ANY ON-SITE ACTIVITY WITH DIG-SAFE AND THE APPROPRIATE UTIUTY O 1(2)= 1.0' COMPANY AND MAINTAINING EXISTING UTILITY SYSTEM SERVICE. DIG-SAFE SHALL BE NOTIFIED PER THE QMH a (24" HDPE) DATUM PLANE AND TIDAL ELEVATION RELATIONSHIP SKETCH .a 1(3)= 0.8' `\ \ COMMONWEALTH OF MASSACHUSETTS STATUTE CHAPTER 82, SECTION 40, AT 1-888-344-7233. NO RIM=10.28' RIM=10.21 DMH �o INV.= 1.20' GUARANTEE IS IMPLIED OR INTENDED AS TO THE ACCURACY, LOCATION OR THAT ALL UTILITIES AND/OR I(1)= 3.4' (18") 1(1)= 4.2' (18") o LOCUS RIM=10.29' CHAMBER SUBSURFACE STRUCTURES ARE SHOWN. THE CONTRACTOR SHALL VERIFY SIZE, LOCATION AND INVERTS OR 1(2)= 3.4' (18") 1(2)- 29' < ELLY.=7.83 X-CUT IN CONC. BASE OF TOWER I(1)= 2.4' (24'"HDPE) RIMS= 10.51 1! UTILITIES AND STRUCTURES AS REQUIRED PRIOR TO THE START OF CONSTRUCTION. I(2)= 5.9'(12"HDPE) `_ 1(3)= 4.0' (12'") I(3)= 3.3' (15") x O MEAN HIGHER HIGH WATER (MHHW) � `'LtlVfi►�'�.� 1(3)= 1.5'(24"HDPE) \ 2.) AS-BUILT SURVEY PERFORMED POST CONSTRUCTION AND COMPLETED MAY 3, 2005. EXISTING CONDITIONS ° 0.44 � � j 1(e)= 1.2'(24-HDPE) , D OD \ SURVEY OUTSIDE AS-BUILT LIMIT AREA WAS PERFORMED PRIOR TO CONSTRUCTION BETWEEN OCTOBER 2001 2 1 ? MEAN HIGH WATER MHW 1. P + ' ( ) 24"HDPE o '4 AND FEBRUARY 2004 BY THE BSC GROUP AND WAS UNEFFECTED BY CONSTRUCTION. I 4) DO INV. l D. D c m a < sr'O'4 Q °.�'w►. (1)D I \ 3.) CATCH BASINS HAVE FOUR, 3-FOOT LONG, 4-INCH DIAMETER SCHEDULE 80 PVC WEEP PIPES WITH END CAPS. E 'Dc-E (1) �L. (3) L1 7 a ; o D - D C V OR�' s M+rel v VOR1 I \ THE WEEP PIPES HAVE THREE ROWS OF J " DIAMETER PERFORATIONS AND WERE INSTALLED ABOVE THE LINER w -lJ �< -- MEAN SEA LEVEL "° St �• % RIM=9.95' R q 0. 4 F - 24"HOPE (4) 15"HDPE I Z y� \ SYSTEM. THE WEEP PIPES WILL ALLOW WATER THAT INFILTRATES THROUGH THE PAVEMENT OR DENSE GRADED -. n,o - MEAN TIDE LEVEL yOO P, ~'�' St ; INV= 5.9' D D O r iii CRUSHED STONE CAP TO ENTER THE DRAINAGE SYSTEM. DMH ."� = 0,42 Vf zn gI °nt•� S 5. e t (72-HDPE) (2) I m \ RIM=10.06' u OF 1929L(NGVD) PC VERTICAL DATUM yT°0• Collins " DMH1(1)= 3.5' w n DRAINAGE a RIM=10.18' I(2)= 3.4' (18") CHAMBER .d; �g `� Cove DRAINAGE DESIG BY BSC GROUP, INC. a rr 00 1(1)= 4.0' 1(3)= 5.6' RIMS= 10.1't x x MEAN LOW WATER (MLW) PROFESSIONAL ENGINEER DETAIL A N 1(2)= 1.8' I HEREBY CERTIFY THAT THIS PLAN IS BASED ON AN ON-THE-GROUND SURVEY PERFORMED BY THE BSC INLET= 3.4' (12" HDPE) 0.34 NOT TO SCALE -I I(3)= 1.8' / GROUP, INC. �w OUTLET= 3.3' (15" HDPE) pL MEAN LOWER LOW WATER (MLLW) Locus Map 1(4)= 3.8' RIM=9.71' THROAT-8.5' ELEVATION DIFFERENCES BETWEEN TIDAL DATUMS SHOWN IN ABOVE TABLE ARE (NOT TO SCALE) REFERENCED TO MEAN LOW WATER VERTICAL DATUM AT SALEIA HARBOR SNOFM. NOT TO SCALE y P�P� (NOAA/NOS/PUBUCATION MASSACHUSETTS 844 2645 PUBLISHED ON 07/10/1995). �tp�lN CF M4,r v 31 5 VQ" TIDAL DATUMS AT SALEM, SALEM HARBOR HAVE BEEN ESTABLISHED FROM THE JAMES E. FOLLOWING: .r�`'� MICHAEL \ PETERSON , �� `S�' -LENGTH OF SERIES = 93 HIGHS AND 92 LOWS u YAKO 1 NIVIL 0.'34624 -TIME PERIOD = AUGUST 20 - OCTOBER 6, 1992 No 3r23 ° F -TIDAL EPOCH = 1960-1978 'I "'90FEs'1Ci � 8 /7 -['� -CONTROL TIDE STATION = BOSTON (844 3970) O U0\1 �L�,�� sPGS NATIONAL GEODETIC VERTICAL DATUM (NGVD) OF 1929 SHOWN IN TABLE IS BASED ON �/J EN (D R R THE BSCGROUP. INC. DATE / 10,1,'SF0 ELEV.= 7.83 FOR SITE BENCHMARK LOCATED AT ELECTRIC TOWER (X-CUT IN CONCRETE / \ BASE OF STEEL TOWER). 3 O CRETE REALTY / �' LEGEND BK 5939 PC• / Fico CAP DESIGN BY GEI CONSULTANTS, INC. Q 81T. CONIC. BITUMINOUS CONCRETE BO BOLLARD PROFESSIONAL ENGINEER BEVERL Y HARBOR ��Q � - : h CB ®®® CATCH BASIN CONC. CONCRETE 0 CONCRETE BOUND W/DRILL HOLE CB.i� OCA• n ,'\ /•" \ If ! iDECID0005 TREE RIM=9.52' DIIC,.,B�DITCH INLET CATCH BASIN j / ) DMHQD DRAIN MANHOLE 999"' 1(1)= 5.4" (12"HDPE q "\ �O� ; �`w/ / j / I(2)= 6.9' (4"PVC) ® DRAIN OUTLET / yLyA B \ \/ �� \� / • DRILL HOLE C,�. NOTE: -3 pE Q ELECTRIC HANDHOLL 0. / l / RIM=10.22' 12 ' D Q ELECTRIC MANHOLE //� O � � 1(1).= 7.4' (4-PVC) (3) TS SPECIFICALLY EXCLUDED FROM / p E.O.P. EDGE OF PAVEMENT ` tiQ 2 �p O• � � I(2)= 7.5" (4-PVC) DEED K 16525 PAGE 126 p� f, / I(3)= 6.3' (12-HDPE) l (RIM=9.33' FAO FIRE UALARMN PIN IN LEAD PLUG vOu 5 -3.7 (2) Q`" DMH 5.4' FND FOUND Q- RIM=9.94' ©© GAS GATE 1(1)- 5.5' GAS GAS POST AS-BUILT - `\ .� „�_ /./ OC � • I v til I(2)= 5.2' GRAN. GRANITE PLAN OF LAND 15"HDPE p L 1(3)- 5.2' (4) w D GUY ANCHOR �� 6 GUY POLE 1 \`? / OPS \ O IH 0 HANDHOLE P n" U O RIM=10.82' 1y I(1)= 5.0' �' HYDRANT 12=7.8' �2 e 1(2)= 4.6' / _ v 1(3)= 5.7' INVm I INVERT o v /';10, O IRON ROD I(4)= 4.2' ® IRON PIPE \ DRAINA�Gr LIGHT PDL£ PIERCE AVENUE k DETAIL B oJG ❑M MAIL BOX m \ U AN 0 FROM CONSTRUCRON w \ NOT TO SCALE P Q MANHOLE 'GONG. � P\t� 12 q• A M IN 4PVC (1) WALL 11 �G. OR -{' C'4 1 ` 12" X21 O METAL POST RIM-10. / x�.__.�y..7� -X GO G� j g \ �3. p HDPE MONITORING WELL / GRA \��\ `� 1)= 7.1' ...,\ \ (2I=0.7'E) l,cH FND �� T' �'°I 'CONC A; VE �0' '(��,�tV \ Gq4 -f` U� V X (3) 0 DMH0 I c "1 nt' / I (/J MAD MOORING ANCHOR SALEM RIM=9.70' �� s 7.1' -,.DH: �� i 1 STY ' WALL GR D P E.. \ 0 PK NAIL �C rp ��, I(I)= 7.7' 1(1)= 5.4' / 1 3 - 6. FND - '\�1' / o I METAL y 0 i qP C RIM-10.30' 1(2)=5.2' �` / ° C - - C N " R W Q , DMH RAILROAD SPIKE OTHER INVERTS 1(2)= 7.8' MAS SACH U S ETTS i, 14Ji P � � M � VA r � �' � / 1 �� RIM=10.68' 1(3)= 6.4' (12-HDPE) � SEWER MANHOLE NOT SEEN 0 /P - _ p C, TRENCH CONC. BASE FOR P DRAIN J m V LIQUID NATURAL GAS TANK l l- �'• I(1)= 5.3' © SHRUB (ESSEX COUNTY) X CLF �( I GARA( STYE FF=11. N. p' A 7T 2VEY �O PIT a c_ 2 / \ v 1(2)= 5.2' a. SIGN I= 5.R1(12"VC) \cam /2GATE I, CLF ---_ G _ ) A ON I X SPOT GRADE 4 �1 I CONIC. BLOCK (ON C C. F., - AL m 1(3)= 5.6' Y0.3 360 2 u q3 751 _ il` /2752 ,::Iq. I '' _r= y3Gf/tom ��D. p ��`�r tXD CONIC. U r, / ylt. _'`�t� .•� --- - '� - _-_ - �--- (3) � S p�yE '� T N 5"HDPE ' � TRUCK PAD z a 2UJ, I O STONE BOUND W/DRILL HOLE P O.P. ILIINAGL B 6 PIE /1 (1 - 12'" (AUG "199E - '.o 7 - / 7 D An.'C" 8B I Q L� 3 1 , TELEPHONE MANHOLE M STONE BOUND UTCHEON PIN / - c.© - j ly `• / 1 NEW CONIC. B V e 12 cj �, TRUCK PAD O _ -3.7 vD 819 UTILITY ACCESS PANEL Rli` rl V C oE' 'v 8" C.,. a_.1 k �_ , Y I w .� � w io ' c ,1 ` R I 5 CONIC. Z 4 DMH r?J X UTILITY POLE h O.P. c _ RIM=11.10' B I 13ARR CON'. SWrLI ' Im^ PAD " '' e MH F- �' 1 I(1)= 2.5' ly CONIC. I RIM=10.07 _ * UTILITY POLE W/LIGHT S GATE 6 V V V E.O.P. "'. B F=12.8 ❑ z UTILITY POLE W TRANSFORMER RIM=9.54 ! I(2)- 4.5' FA 21 ND PIPES O 1(1)= 6.0' / V v V v '.� 11.3 ^� 1 3 = 2.4' ��. 1 ICK BO G o ,� r 1 2 = 6.1' v RIM= 9.89' 0 VENT PIPE RIM=9.10' 10" " V V V V V I(1)= 7.4' ® (9 WATER GATE ( ) c �-'- / V V V V 9!P X sn 1 ,-ry U , z ae'oa / V U G+ c� BENCHM rn uErAt C�tC '-� U 1(2)= 6.3' WETLANDS FLAG DMH I UMIT OF AS-BUILT SU V V 11'8 �� 11.7 ELEV.= 3.03' ,i w_ 1 coN . >- 3'S `� WO WOOD POST RIM=9.46' I I �=g 16• (SEE NOTE 2) V V V V V \I XC opo �' ix MARK GRAN. TEP } GAS 77 I GATE `' COLLINS COVE I(i)= 5 9' �� / �.� - w UNDERGROUND WATER LINE 1= 5.7' (10" V V V v v BIT. CONIC. -� < (3) Z PIPES w Iry 2 z ~ 1(2)= 1.2'(12") I _ RIM= 0.1 d I1 \ l2" m I D GAS „ cc 0 o o `� r UNDERGROUND TELEPHONE LINE 1(3)= 5.4' m.- GRASS V V V V V o n I 1 STY 1r w )= 7.5'(4'PV ) c X O �� O UNDERGROUND DRAIN LINE w 11.2 D B BRICK a�o o \ U U I(1) 7. LL F ± BA TIERS u Y °zmw n ' Q MAY 13 2005 V v V V V y 11.2 MH i 5. S UNDERGROUND SEWER LINE 2 V V V V ryy 1(3)= 6.9'(12" DP ) k ,a 7 N C ^ ti BOX vI o W 2 RIM= 0.75' a I I c UNDERGROUND GAS LINE U J I m v /p 6.4" x c m 1 STY ELEC. BIT. CONIC. U� CB/ON �J r V V Vv VV �J��ry 1( )= 6.4' �j CONIC. - NERATO r CIT/DN `/� FP UNDERGROUND FIRE PROTECTION LINE J J Q FNG - --SLOPED. CWC. BLOCK `FND ., E UNDERGROUND ELECTRIC LINE Qz o V V V V V �S70NE0 "e�2 D` E.O. 0 1( = 6.4' C =11.2' O' �1 STY I- s oNw- OVERHEAD HARE EL METAL -3.4 BARRIE I TRA SF. / X �WYI TREEUNE I PARCEL A VVV V V V CLL © ° 223 23.5 /WVYYrw BRUSHLINE y3017 V J V V V a ` Hp4DMH \ © © o ® Q@ SWITCH B B 23.6 X X �O X CHAIN LINK FENCE V V V V O (3) p 2 RIM=10.53' a RIM 0. BOX 1684 -o-- STOCKADE FENCE ° b V V V V 2"HDPE D RIM= 3.5 p tr'1 B B PARCEL B 23 D 1(1)= 7J' 0 ' V v V v V 1(2)= 3.1' JERSEY 1(2)= UMIT OF I /� TTS STEEL GUARDRAIL t�V V V V V V I(3)= 5.3' ABO I O Lt V V V V V 9 (,$ m I(3 6.9' 41.11' ND ST AP X HISTORIC WATER UNE AS SHOWN ON PLAN OF n V V V V V V RIM=11.71 -1 C) ca (/4475 N7 0 37 PIPE � 21'4 SURVEY NORTH RIVER, COLONS AND CAT COVES FOR A PROPO- SED TIDE WATER MILL v V V V 3.8' 1(1)= 7. c B A oc AT SALEM BY GEORGE R. BALDWIN, co (/ v V V DICB I(2 - 3.1 O I(3)- 6.T Y N X m POWER 1(2)- 7.8 W N -3.3 7 - - - - VEGETATED WETLAND LIMITS V V V RIM=9.68' 1(3)= 4. I 's Nk 14.3 X '�8�. - - - - - SALT MARSH LIMITS THROAT=8.5' AREA WITH NO GEOSYN1NE11C CLAY LINER MH V V 9.3 a W 14.8 14.9 X 20.4 20.5 <, 21.1 } \ RIM=9-73 _ o V �ONq I X n X X 20.6 X _ -- 1312 � 4i O 0.3 MERR CRUSHED ( 15 REVISIONS: a un STONE AREA COVERED WITH LOAM AND GRASS GRASS ERSEY E O.P. BIL CST�fp 8� X voi v v v v v NO. DATE DESC. �� o! BARRIERS CONIC. av ?7 AVE, s z X I \ ✓ LIMIT OF CRUSHED O (NO GEOSYNTHETIC CLAY LINER) NQ � V DH \ 14.9 i 2� STONE CAP 'm r 1. 5/18/05 VARIOUS EDITS V u, r FLATS n 2. 6/08/05 VARIOUS EDITS RIM=9.66' SET 0 g 5X \ I N CRUSHED X ( I PPR X A c'O:i,,. - STONE ._ 20.1 20.3 C U 8 _ U JIT' �+ \\ CRUSHED -_ I 8.8 i 20.3 `' X t AC. _ V V CONC. BASE FOR \0 Q STONE m- X � 0 21 ( I I -2.6 � �' V V GAS TANK -- - N x4475 -- - - -- / _ UP RIM=8.57' � o _ J 1 5.1 v I - V V V J D� �^. a V V V v RIM=9.74' UP W I 78" / 2 "PONDING AREA" V V V �@ GRU THROAT=B.e' ALARM ( /d'OPE E.o.P. 6. 0174 (GRASS IN SUMMER) V V3 IM=8.98' S E g I9 2 95 E.O.P.<7 D (3) 10-4X- o-- BIT. CONY 18"HDPE D D \ ^1Y D - CAT=7.8' k 15"HDPE p Q 24 HOPE D (3) (2) D 8" T.S. (2) CRUSHED SEE DRAINAGE U �8.9 PREPARED FOR: V V V V 12 HDPE �s CONIC, STONE D ® CRUSHED F7E- ,oj7. 100 Lj 4' GATE V x x CLF x X X I STONE ' o - V $ TOP OF I 8„ X CLF X X X X CB DHS W I T FORD COMPANY, INC. LIMIT OF AS-BUILT SURVEY TOP OF LIMIT OF AS-BUILT SUR 9 / 118 TENNY STREET a V ,g p BERM g-q BOT. OF BERM 8.7 (SEE NOTE 2) 8 g 9.4 BERM y 4 (SEE NOTE 2) 9.0 g 1 FND m 74'1 GEORGETOWN, MA 01833 432.23' V - _ 9 - _ _ - _ BOT. of BERM 5 - 974'1 _ CLF GETATED WETLAND CB DH c 1 CLF 1 .0 14' .2 - - _ OMH FN S 0 53 A 9.1X 7 , S76 _0 53"E a 0 RIM- (LOOSE) �@ RIM=10.14' _CBS EEL BENCHMARK 1(1)= 6.1 ELECTRIC q1)= a.8 STEEL RIM=ass' 3 RIM=8.44' liu� r WER ELEV.= 7.83' (2)= 6.1 (12 ) TOWER I(2)= 5.3' TO THROAT= X ® � WE 1(3)= 5.0 X-CUT ON CONIC. BASE 1(3)= 4.4 X BSC GPOUP OF TOWER LEG UP rn V STE 8 1 TO WE DMHRIM=8.61' ELECTRIC T RIM=8' 1\ �---8 TOWER a OVERHEAD HIGH TENSION WIRES I - OVERHEAD HIGH TENSION WIRES 8' I �/ �cp G�'qG MA MA 15 Elkins Street &t3 cf U c? o -1.9 Tv fig, •8 7. ' ° D -- ----_ ___ STEEL 9 s� \ 7 X °A DA 02127 Boston, Massachusetts RR J l TOWER 9 7.3 ' FE L 11g)L PLAsn �l 617 896 4300 _ =51-�T k ABBREVIATIONS 8;GATE TOWER SPED AND til / 6.9; ST � '� �" � � � � GRAVEL DRIVE _ EO.P. �^ 3I I �G / EDGE -'� C �I ° PIPE MATERIAL Q p, Inc. `� I v / L MA C 2005 BSC Group, �ETq�"/ / i ELEV.=BENCH1 '-% �, 7• ABS ACRYLONITRILE-BUTADIENE-STYRENE SCALE: 1" = 50' - _ GAII� y / ELEV.= 10.44' y\P �� 9 8.7 0 6.25 12.5 25 �rvrs ' l AC ASBESTOS CONCRETE � / � 1PK NAIL IN 10" OAK FL % v� g2U ip � % CI CAST IRON 1V00Ds 9 �pG / . ` X / CS CAST STEEL ° DA CU COPPER O 25 50 100 rgr M / \ \S - - O. .8.5 '1 CH RK °° / E DUCTILE IRON PCI PIT CAST IRON o T LEV.= .75' PVC POLYVINYL CHLORIDE Q w WOODS WE11ANp _`- - YYE ° HDPE HIGH DENSITY POLYETHYLENE \ _ _ F PROJ. MGR.: J. PETERSON LU UP '1, TOP OF DNC. BASE ° c'r*` i S SW CORN OF TOWER v o K' FIELD: N. BRYANT / J. PARKIN P� \ I �° �f VC STEEVITRIL RC CONCRETE ' I � WOODS GRASS 'C' /� ° Q ° W j � y f ° � ST STEEL CALC./DESIGN: D. THERIAULT Q z\\' . �_23K GOND Ifs ` C F•� yf�jG�P� `u 1 1 K X0.5 �o J -_ I J J � b o, ws WELDED STEEL DRAWN: D. THERIAULT � U` N83.59�W _ _ _ - ' n �0' ��P� D ` ALT 74' E CHECK: J. PETERSON WSC WELDED STEEL COALED i ) � �./ / I v°� -�'' 7 PIPE LININGS FILE'P:\Prj\1288300\BosePlon\20\1288320AB.dwg 420.26' I I ! - - - - - - ° 0 PL POLYETHYLENE LINED . CL CEMENT LINED / CLF g,0 7.8 � � ti � DWG NO: 3466 2 FILED' SHEET �6'6 5 4.s "' ° MA / JOB. N0: 1 -2883.20 FF-21 1 OF 1 V8bETATED WETLAND CLF 6DH S76'00'53"E a,s CLF LOOSE) 3 N1F Z N 3,01 6.970 lA a �---- 86.00 E Z E 822,41 .071 Berverly NEW ENGLAND POWER COMPANY sr0N v TOWER 1� 4198162 �'' ° j- �� Harbor C„ ELECTRIC I , I - ~i _ __-.... ti R p TOWER / _. ,Q D,H TEEL TOWER Z IN UP �1z k TOWER p P�` /` 4 R=� OWER Q ii 3 12. 463± ACRES C i OH HIGH TENSION WIRES U �" J� LACUS Luj � OH HIGH TENSION WIRES TOWER Q ``� �• ��°� o ��'��0�� oMA CB 1 w R=i ® / EL I � \ 11FS o st o pbr OWER L / — N 3, 019, 839.647 0 n hw- i \ �; PLAS�C J/ + BENCHLfARK — -- 7 VPp TOP OF CONC BASE Y ;y FERRY �_ TLAIID E 821, 886.159 Q I STONE ° i + IN SW CORNER OF �o RI M•mtt sY l- GRAVEL 4 ° <, c S'T. I cp ��(P w �i ` � Q �/ � TOWER. s� E m = a3 VEG�ATE�WETLANDERi �- �� o.w. / g ELEV.= E A/prch atpptefc� SY. GATE Q ��o Q l c o +/ /: FENCE POST st, ° cympOq'Sf Collins ° Cove -\ t7 WOODS ��$W�w CD G / .. \9� _ / , ;j •° a I L r__4 o � I10 3 I lnl wG �wOXO �Gc(F o j i UP r— s—ALT MARSH 4 Locus Mai FENCE Po o (NOT TO SCALE) CQ _ _ ► I WOODS ~ LL v \/ \ 359 7"W N/F JAME J. `VOODS :P / I ` \kms ~ SALT. o N8, A KIM B• & OS o �I I ` / L BENCHMA C E NIP JjAURE N _ ti -- E 6888 N I p / ELEV 10.44' , 420.26 N/F EUGENE D SURLES J p " p �" E' PK NAIL IN 1 ' OAK E - N/F GA _ � . ` a t FRANK TIBOLTsfiB 6944/758 5,�� V �� 1 1 N/F M. OSEPH F.E. MAn�, EASES n ti N/ JAMES J. & ANNE ELIZABET�T 6654/41 14817/ U. x �8' SALEM — �I V �N� F OV AN ` \ i l ) N/F IDA S. PERK/2 i CITYI 8 n DON SALEM PLUMBING SEVINOR 12502/438 3459/297 a "�� ; 3 /�� r ° �� Ali .� + Q.� SUPPLY CO..INC. 5618/4(3 UP Co ) ' —J % l 5330/476 O CUCU 6 r // .e p o / RS STREET S rw oy — PLAN ERS ST _ s J � 3 X580'55 57 z N80'55 57" 1 /y a ; c� WIDTH) #348/6, O \ f Ii ( PUBLIC — VAR' 4 z } ` MASSACHUSETTS 271.80' % � rz U / lu ( STY o N 3,019,8411.986 * �\ / ELECTRIC M BLp�C BENCHMARK E 821,829.1165 a ELEV= 7.75' ♦ �� y /�� BIT. PK IN BIT CONC /''� j COMPANY i YYY 11 2 N N F ` /I / / P� \! I 1oA AND / 5 LOQ �� O C1' WARD II SOCIAL 5 ! / o 0 l� rrte�, ,�' ° ," % V �1O CLUB OF SALEM,INC. w + ' ti ; ; �° MA KEYSPAN 34 560 i 0 b 43 / al ��Q ENERGY DELIVERY 00 O N N ,� % ��P / �� NEW ENGLAND FORMER MGP W / IRON PIPE F PROPERTY •� by/ I f J / ,. ��r 20 PIERCE AVENUE ,�Q0 o9 IN%• l / SALEM MASSACHUSETTS LEGEND: (ESSEX COUNTY) BR BITUMINOUS8' 57 � � r � � NOVEMBER 21 , 2001 ®®® CATCH BASIN N63.D0,58' CONC CONCRETE CBDH/FND El CONCRETE BOUND W/ DRILL HOLE / FND GLEN AMA W `_ REVISIONS: C-1 DECIDUOUS TREE MA. -4 ROL NO. DATE DESC. \,08 1g23��469 _ • 1' DH/END • DRILL HOLE / FIND 2/08/02 GENERAL REVISIONS O •. — DH/SET DRILL HOLE / SET - ERB EDGE ROAD BSTUMINOUS Z r� p OF�s y- 2 3/19/04 VARIOUS EDITS ^' ERG EDGE ROAD GRAVEL RICHARD 3 4/13/04 VARIOUS EDITS L N —X— CHAIN LINK FENCE ALL ELEVATIOIIS REFER TO NATIONAL GEODETIC VERTIt Al DATUM (NGVD) OF 1929 v GOSSELIN y 4 5/26/04 ADD FLOOD ZONE CLF—� IRON FENCE BENCH MARK USED: #3528 MONEL RNET IN GRANITE Bi OCK AT WASHINGTON " No.37D47 k IRF ST. & WAITE ST. FIND FOUND ELEV.=19.79 FT. ss`�vALLICIO S — O ©© GAS GATE WATER GATE GUARDRAANCIL DATUM PLANE AND TIDAL ELEVATION RELATICN`:>H)P SKETCH NOTES MA D MOORING ANCHOR 1.) ALL UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE ONLY AND WERE COMPILED GUY POLE ELEV.=7.83 HYDRANT X-CUT IN CONC. BASE OF TOWER ACCORDING TO AVAILABLE RECORD FROM THE VARIOUS COMPANIES AND PUBLIC AGENCIES. ACTUAL LOCATIONS MUST BE DETERMINED IN THE FIELD. BEFORE DESIGNING, EXCAVATING, 974'1 -, /47F7 1 OP <9 INVIL INVERTMEAN HIGHER HIGH WATER (MHHW) BLASTING, INSTALLING, BACKFILLING, GRADING, PAVEMENT RESTORATION, REPAVING OR DO DRAIN MANHOLE 0.44 OTHER CONSTRUCTION, ALL UTILITY COMPANIES MUST BE NOTIFIED INCLUDING THOSE IN S76'00 53p E �I MEAN HIGH WATER (MHW) CONTROL OF UTILITIES NOT SHOWN ON THIS PLAN. SEE CHAPTER 370, ACTS OF 1963, QS SEWER MANHOLE p p �I � � MASSACHUSETTS. CALL DIG SAFE P., 1-888-344-7233. BSC ASSUMES NO MH Q MANHOLE UNKNOWNES OMITT J p WATER METER r INACCURAE LYYSHOWN.FOR A BEFORE FUTIURE CONN CTIIONS,INCURRED AS A RESULT OTHETAPPIROPRIA EEUTO SHRUB 0.04 MEAN SEA LEVEL ENGINEERING DEPARTMENTS MUST BE CONSULTED. GEI Consultants, Inc. unLay POLE MEAN TIDE LEVEL UP 2,) WETLAND DELINEATION PROVIDED BY GEI AND PERFORMED BY WOODLOT ALTERNATIVES, INC. 1021 Main Street 1r 0.42 NATIONAL GEODETIC VERTICAL DATUM Winchester Massachusetts / oM METAL POST (BOLLARD) OF 1929 (NGVD) 3.) 12.4631 AC. PARCEL IS SUBJECT TO WATER PIPE EASEMENT RECORDED IN DEED BOOK _ / 0MICMETAL Post W/ MICROWAVE ALARM o 1797 PAGE 283, CABLE RIGHTS AND EASEMENTS RECORDED IN DEED BOOK 3525 PAGE 01890 781 721 4000 NF 0 555 AND CERTAIN RIGHTS AND EASEMENTS IN WAITE STREET RECORDED IN DEED BOOK o METAL POST W/ INFRARED PHOTO SWITCH 3820 PAGE 100. � �J. �. SIGN MEAN LOW WATER (MLW) R / <� TREE LINE 0'34 MEAN LOWER LOW WATER (MLLW) 4.) HISTORIC SHORELINES AND THE LOCATION AND CONFIGURATION OF LICENSED PROJECTS �' 1 .; SHOULD BE CONSIDERED APPROXIMATE. THE ACCURACY OF THE ORIGINAL MAPS AND _ BIS ll GROUP 0 VENT PIPE PLANS, FROM WHICH THE INFORMATION WAS TAKEN MAY VARY. IN ADDITION, SOME OF —E— UNDERGROUND ELECTRIC CONDUIT THE ORIGINAL MAPS HAD TO BE ENL?RGED UP TO 50 TIMES TO MATCH THE SCALE OF 15 Elkins Street THE BASE O MAP, AND INFORMATION CJN THE MAPS MAY HAVE BEEN DISTORTED DUE TO SCALING EFFECTS. Boston, —G— UNDERGROUND GAS LINE ELEVATION DIFFERENCES BETWEEN TIDAL DATUMS SHOWN IN ABOVE TABLE ARE Massachusetts � —W— UNDERGROUND WATER LINE REFERENCED TO MEAN LOW WATER VERTICAL DATUM AT SALEM HARBOR —S— UNDERGROUND SEWER LINE (NOAH/NOS/PJBLICATION MASSACHUSETTS 844 2645 PU9LISHED ON 07/10/1995 . 5.) THE PREMISE IS LOCATED IN FLOOD HAZARD ZONE -A4" (AREA OF 100-YEAR FLOOD), 02127 ZONE B (AREA BETWEEN LIMITS OF THE 100-YEAR FLOOD AND 500-YEAR FLOOD) 617 896 4300 —D— UNDERGROUND DRAIN LINE TIDAL DATUMS AT SALEM, SALEM HARBOR HAVE BEEN ESTABLISHED FROM THE AND ZONE "V3" (AREA OF 100-YEAR COASTAL FLOOD WITH VELOCITY) AS SHOWN ON • —T— UNDERGROUND TELEPHONE CONDUIT FOLLOWING: THE FLOOD INSURANCE RATE MAP FOR THE CITY OF SALEM, MASSACHUSETTS © 2004 BSC Group, Inc. •.�S' — — HISTORIC WATER LINE AS SHOWN ON PLAN OF SURVEY -LENGTH CF SERIES = 93 HIGHS AND 92 LOW ( (COMMUNITY PANEL NUMBER 250 102 0001 B), DATED AUGUST 5, 1985. /tt NORTH RIVER, COLIINS AND CAT COVES FOR A PROPO- -TIME PEROD = AUGUST 20 - OCTOBEF 6, 1992 SCALE: 1 Cry SED TIDE WATER MILL POWER AT SALEM BY GEORGE R. -TIDAL EPOCH = 1960-1978 6.) COASTAL BANK WAS DETERMINED BY A BSC WETLAND SCIENTIST DURING FEBRUARY OF " = 50' BALDWIN, 1825 -CONTROL TIDE STATION = BOSTON (844 3970) 2004. 0 25 50 100 VEGETATED WETLAND LIMITS 7•) LIMITS OF COASTAL FLOOD ZONE "V3" HAVE BEEN DIGITIZED FROM FLOOD INSURANCE — — — — SALT MARSH LIMITS NATIONAL GEODETIC VERTICAL DATUM (NGVD) OF 1929 SHOWN IN TABLE IS BASED RAE MAP ABOVE REFERENCED. (SEE NOTE #5) FILE; PRJ\1288300\BASEPLAN\1288300EC.DWG ON ELEV.= 733 FOR SITE BENCHMARK LOCATED AT 271ECTRIC TOWER (X-CUT IN / CONCRETE BASE OF STEEL TOWER). / G' DWG. 3 - REGISTERED PRO SSIONAL LAND SURVEYOR DATEFLAT FILE: FF-346621 SHEET THE BSC GROUP, INC. JOB. NO: 1 .2283.10 C-1 . ��tp DF AYgSS�� Cy RICHARD u, lA F `� Berverly \ o cossalN IX,� Harbor 'o No.37047 ,qj NOTE: s�Naual��s LOCUS SEE SHEET 1 OF 2 FOR LEGEND, NOTES AND REFERENCES. REGISTERED PROFESSIONAL LAND SURVEYOR Dq-ATE =o es THE BSC GROUP, INC. 3� SE O 'Nem1t Ave. BEVERLY HAPr30R yF M°�� g0�tep Std a B`m&ye °Od6i. Collins Cove co I s Locus Map �e o (NOT TO SCALE) • ��P ,?e- S3 I o 1 ) tv Q �; N✓ i I SRA�r \ S9��SFq CRETE SALTY N/F TRUIST �`P I lu 9�\\ 5939 ;95 4z. /�"��/�` e<o 4h MASSACHUSETTS W °�.,,� '�� F� ��R � �`� �� 3��0/ ELECTRIC ��. �,, �jT \ \ ?y NOTES. •�F�__4. .� � �� - � �,�� ti �� m r COMPANY uF FLATS SPECIFICALLY EXCLUDED �_.. . _ _ �<v` CSo �o. �o� MPA 1 U �� FROM DEED (BK 16525 P.126) AND '17q TORi EYSPAN EPA XINONDAS C ADA d ZTE A.,, VA Wq -� _� !� �p / .. �' `, Q ' I - AG �.� S\ \ / - - / `° �QL: Y ENERGY DELIVERY 5610/3 \ \ �O\\ 1-1,, `� vN� Oh \ ti \ /, �� m NEW ENGLAND ` \ / FORMER / MGP z DOE FAMILY TRUST II P, PROPERTY 12698/6 Sti X1,3 2i0 PIERCE AVENUE Z /I q p \ \ �-- 586 .42: GAP 3 p 9 �Y P IN GRASS t 6� w �� V �V ' ' a w �a1� G'4 ��/� ti a SALEM X15" FT. WI D x o� o�P�� X s a < - h X CO,VC:. MIC Q w / \ �_o_ WAR L'I E EMENT �A ty f — �o _,TSE \ / CA 3 MASSACHUSETTS - ,,, - ,\ 1 STY coNC� .As PP oo -„•Gyg14. X q p s QI 4 GRASS \ ` \ ` l E 622,ppg:Og1METAL e� a c (ESSEX COUNTY) n 5 : w '-� _ �5 _X58 E colic. FlRe,u'He a // 2 C ' Ml i 12=5.2. / \ ` 3- , .S77, r HC. P Y �VC. I 2 7i UP � i \ /�'� pH _ IC rWni1 _ a 2 W CONC. BASE O J Q O OIHcR !id VE cTS , ✓ R7p _ - RIPRAP FND :3 ,�_ /® o �e4 FOR LIQUID NATURAL GAS TANK ' /'"`', _j GATEASS l \-J X — X . Qpt�RAP`XC - e GRAH. WALL M Rgc coNc. WRATE ' -- 3 p r o HISTORIC WATER LIN 26 `?� NOVEMBER 21 , 2001 ( \ 4_ cu PIT AD / 4 CP 1 CLF X GARAGE ATE AR UP �� 0� CONC. BL N E #350/2 Ma eox ON uQ U3 2751 �� 28 - 350/5. fV BIT I SARK ON GRANITE q ILq m BI7. coNc W^s P,a Z a / • C l +, � REVISIONS: T #360/2 c m ELEV-13.03'_ % I M - - ONCWA a s Z o OI ,, N0. DATE DESC. FOUR GA7�OPERATCR , - CS W G �_ ERBZ W RIG�T OF WAY , Na SIT. LOIv>� " 1 R8 W 3 "< w V j 1 2/08/02 GENERAL REVISIONS PIER s FT. -W UL) W — ERB l / \ E1 VE S g�x BIT. CONC. UP #350 \ � . 00. GRAN PO CO � ` I, !,1 `, � 2 3/19/04 VARIOUS EDITS c W/�JBE►A�rtR�1 M tEPs PP t x ----°r #212 µ q © 1 STY METAL STEPS G }5 I �. � y t } 3 4/13/04 VARIOUS EDITS -_C F \, ^'. 1 STY METAL CONC. PAgc -- \, R - W CONC. \ w ARDWOQ METAL st P CONC nREHoses z No� 415/26/04 ADD FLOOD ZONE CRUSHED WALL x\ },� J EL�128 o O \\ STONE \_�. b� R={i 18' a GR L . CPIPE U - Z ['FA4� 1 { I .�� #16941 ._ ,� vLip L�-x-j� R=o,.,6'� 3, V 24 � 18 a2 3.5' m -20-Icy I?=11' I ” a _ 1=13.1, \ DBR�1 1 STY M M FA w GATE Z.L_J Z �i t ,%, \ '\'•• 13-5.a'� o n x� GATE r+ BRICK o w W ANK �P o r ' \ 3 GRASS REMAINS OF 1 STY d c I Im l�, I CONC. STRUC URE CONIC. M w J " �'• REMAINS pF CO C. PAD N d a L \o I z '' m W a Q CONC. STRUCTURE x \ j I Z C II ` \ } UI a = 7 , KO \ \ z C WALL a EctRlc- Z Z m I \ a ERAT O r {�1tf _; {-_ -I " I N O (+ \ \ ED 1Cl v O �i SLOPED CONC. BLOCK CB HI OO N A,y� NiTcr+ COM --BLOCK., WALK a `\ \ - G 3 Q OX ORMER , t °'`- - -_� _. —. , W \+ N ti? \� CLF \ EiEctnic _ RIPRAP _`� - RIP.R;p I ti \'- GUAR RAIL ©SWINE G c ( i N 3,0201 .443 MI I t / _ _ 0 1 I En CRUSHED -30137 UP { I i� E 822. 970 �! w STONE ~ OMIC y #1694 � I I i � / �Il�n � x ( II / BOSTO GAS COMPANY 12s x CSI 3 ' 1� RUSHED ' \\ - �Y GEI Consultants Inc. O �I GUARDRAIL �' 6525 12E - CRUSH DIESEL FUEL STON� / - TON \ } } \ t 1021 Main Street GRASS TANK /' .�'," �� A . 0 oMlc N/F 476 6 I �j; 15 y , ' P ' `�, \\ Winchester, Massachusetts a BOSTON GAS COMP tom' I �! — FTX.. " !\ i \ 01890 w t0 0 ANY TAINING i - -.'� 1 ? \ `. I x < CON wALL W \ RCL�'L--B— S�p�c i \ 08 , 7817214000 84�zf ACR ' � R N W F N Ui N �a \ �� S`�� , w �d BISIC GROUP CONIC. BASE P I a CRUSHED i 1 1r, I I I� �; ,I, l I I C Z h STONE / %! ! :, \ I I MERRILL S D FOR GAS TANK c 3 ' O I ,-� _ ' I I �i1 V 15 Elkins Street AVE o DH ZONE C _ \ - / \CONU1 �) SET B }D. 1 //` �� p�`�' ` t"-I SUPPORJS i I l ' � '� � i '\, �' � Boston, Massachusetts A4 RIPRAPI \\ G ° \\ \ 1/ — BASE I I 02127 813 GUAR PAIL'" / �I - -J -1A N, o I t w 6•• N 3,020.281 cRAv !GAT POS \\ o \\ �s==--w � �, 617 896 4300 E 82 . PA CEL — A— 1 I u O 7. 6 �+ 1 i 3' U4 J75 GATE POSt_ - - _ 7t1=- - 4' i I : ' \ M I� W / . U S ACRES _v # 14 �� _ G ARD AIL _—_7- c� __ - -�, :J wI GUARDR4IL _ 1 '\ - © 2004 BSC Group, Inc. _ � -� �Z SCALE: 1" = 50' I —_ --- = -ZONE - UP WM/ w ERG / t � _ t � -- \ ALAR C C. PIT I "PONDING AREA" --� \ I 3 1 P GRAVEL a� ELEV.=B.T c+/ f 0 25 50 100 rcE, ' 74 (GRASS IN SUMMER)) \\ x 3 _ ERG �� 15 FT. WIDE r ' l i FILE: PRJ\1288300\BASEPLAN\1288300EC.DWG I I ^- WAFER LINE EASEMENT CLF MIC / I / DWG. NO: 3466 SE �., CRUSHED ` X X CLF X X X X 1 x x x X INFOO x r 23j' STONE OMIC 5 44 DrE \ 1`( / FLAT FILE: FF-21 SHEET 432.23 MIC 166.9G� MIC r GA l! i It l 1. S \. �I7{ l l ;.. CLF 974 t JOB. NO: 1.2283.10 C-2 \\ •� , \ \ \ i `\ 1 \ \ ~ \, i r- - `"-----._ - _ _ _ - — - \\ f J,yl .� `�•�J /iT�\��,''. !r �' "yl,,:`�./ 1 �ll �%, �k' � V �`\ vw // —' F � . 7�' ✓/ .�} , art ` mil/,��c vvv i< _ C) � �� v �� y , � � \cam sr', � � � / �--_'--\ � � ; ,r }/ � �/ „•tom` Z XICII S •J' �. .� .' :tet ..J h , REMOVE' TO 1' B \ / SUBGRADE AND 1%WITHNE tl ODAVIDARGA DENSE GRADEDCRU ED STONEGRASS �� J ' '� uIL 1 t- �l �, � �iP �' t ! / i� 4 __ Z/ ( e Oi,CII n7C�1d6 GRASS3 � �. � � —Gtis Ps� D �7• ,, 11 p--,1 � " "^'•" arc---r--r-�-� f .LII ^r� E ('y. �:,f��tt 1l� CVN C .^ �� •'"V/ , i ,� i.' �. \. \ \ - FOR LIQUID NATURAL-`GAS TANK a, l l: PROFESSION S MP DATE /^\ '- METAL% Il, r, — --- --- r _ Uf�R� ! P x ,:r� - I �� REMOVE AND t . _ �. .F. . . . . Fif,l� _ __ _ _ _ - R • REMOVE � i CH-.E ��; sf Y�r;t --DISPOSE OF. — — ER u!V G' � F I 1 O DISPOSE OF. �.-_._.._ nL� .._.____. -- - - ,>� ,. ,� ,\ ��, MASSACHUSETTS wt co ER. ; f-_fir BIT REMOVE AVD _ !;� ' --- - EROSION CONTROL - -- - - ELECTRIC E 2 DISPOSE CF. _ _ ERS oN sic COMPANY CST OPERATOR F /— 1 �"— �"'� Uzi w ' StT. CONG. !REOVE�TO 1' BELOW - \ �lo ��, � >1r �� VC• 2� �'�i ((l gjL' �,-, SAWCUT PAVEMENT �,!'^ RB _ . .. :� .v E "-- __ PP �(r I �; AND S "'I , ----------""_ ' _ A D STONE ��?' -- — - - --- Ell DCRUSHE E - u j x; '11 _-` ItPS SUBGRA LL WI __ _ DENSE GRADED 0 - �- ' c [t --- ---- Iy REMOVE TO 1' BELOW / O f JI N oor \ _ - I:< r 1J I KEYSPAN ENERGY CRUSHED CCP.C. REMOVE `AND- —! ( c SUBGRADE' AND FILL WITH - - 1 `\ !` ' =."�- � , t. DISPOSE-OF. � 1 !� �, •-.�_ � � , � � STONE (//� 1 �, 1 i t DENSE GRADED CRUSHED STONE �� - i, � tT� DELIVERY NEW ENGLAND �, _ �>c , 1 IIK ,', -�_-- _� It -- : I LSI t -t-�J`'� �1 Y Z_ 1 L•' ' , I II � C i �I�QZ $ i' llf�f � _ � . J is r✓-1 / A 1 _ w FORMER - B CA. '2D al G+t' ! BRI i S Y -:o ' GATE �- M�m BRICK C��^DING. - 7.; t• (` REMOVE TO 1' ,�i ' SANK / � - J+ S( - , MGP r c REMOVE TO 1 - , _ �l tt t ; : u , �� A 1 Cf 17 \ I REMAINS OF I BELOW SUBGRADIE - 1 STY cg) Iv r � `� BELOW SUBGR DE \ GONG ST C RE ELEVATION AND u C N 1 ;-� f �- I m ELEVAIIONIAN CO>VC. PAD Z 25 Q I �'�l �1, PROPERTY L LIC- z3 W'v t DISPOSE OF. REMOVE AND /`10 DISPOSE OF p ; ';� o zJ - - _I U O ++ DISPOSE OF. LecrIC� - o / Ds �,�.�� r o �� a Er:ERax6R ;I �, I ,I N �� 20 PIERCE AVENUE }.. �c = ,\ ..1,`.,., Vi z ,� O !I ': -�r • I '{-Z � l J• I 9 j� t�iOW IN L.I " - NTC T - )�.`� =,x n1 I( - -t-'�- Fes.{ I •1 1 ! t I ' a l U\�..L =\ r. - - - - - - - = - M ERB „�E �:,_ 11 _� 1 SALEM _ 04.•cft k -, HED REMOVE AND -20 MASSACHUSETTS 4 STONE ` DISPOSE OF. "" \ h 1 (ESSEX COUNTY) 1 USHEO v I I WIGS L F`J" SUBMOVE GRADEOELE KATION & f THc / 10 4 GUARDRAIL #�a ; REI 111 Vii' ( ( I � �Ov€i DISPOSE OF CONC. WALL /' � �' / \� I I I I\ 1` , ` GR^G` 1 \ DIESEL,FUEL TANK 4 / ;g �� I �� ! ` , , , `� I APRIL 13, 2004 c4 r DIESEL I PREVIOUSLY REMOVED BY I (I �y/� i I j',, II g I REMIOVE AND ` OTHERS �I tl --_— { �' , I DISPOSE OF. � i i u` II1 REVIISIONS: rn , _. �l N0. DATE _ litH1 r 2---� / DESC. 9 _ �{-� �` ( 1 :. � 1 5 26 04 GAS LINE FLOOD ZONE . �yp f'�j CONC BASE ' S� I , ` CRUgiHED _)RIL l r I -)(1 FOR GAS TANK 7 1 D ��: / \ 14 xlG •�1 �l �i �� 4' rw I E c� i 1COI � , =� v _ " ¢ ZONESUPPO 2j5 ZONE 44 1 , i = :-� C _• ��"R B11 GRAVE' LAI, S _ r,E 180 EROSION 1 f _ � 1 CONTROL /� -- - - PLAN r —— n NC. PIT_ j - PONDING AREA" -- -� _ GRAVE! rP dQ ��E'.'.=fi.7' r - o_ (GRASS IN SUMMER) ��\, _ .� `��/' f � _:I •� o ��- _____ .._ _ � - _ __y — ._._ _._. __._ ,.4~c.9 '�\` / � •. 1l m � � � - r , ; r / r ' Consultants, Inc E r ,' \ � --- CRUSHED = --- --- ' - - ' - I MIC \ � \._ - --- ---�-�— X �--'�—k—' X — r F - -_ ___ - __ >; o /,. , GEI ( _ ` �—�� ; srosseI,F,G �— "� INFO ! 1021 Main Street I \ — -—. ' / TI , 7;nG GATE Winchester, Massachusetts VVinche hus �} F - ------- - ---- - - --- - - - --- - - - -- - - ---- I �� ...___. .,__ i 01890 Ir - VEGETATED i / 81 1 4 0 WETLAND STEEL ( :!� fVv m ELECTRIC TOWER ��,� } ---- , ` f Q 15 Elkins Street Y STEcL t '.,`ER JI Boston Massachusetts i T011'ER 1 �L: ST_" e \ O ELEhTRIC 7� f ` I !' , k T_ P 02127 I �� 617 896 4300 P \ 70WER 8 K /� / / n U / OM HIGH TENSION NITRES / J. Qi-i H!Gf� TENSION E��rIRES STEL �\,!=� �' � I w [•-` r< _ ' fj " /--r �, �. '. © 2004 BSC Group. Inc. e L� ,• I \ % TOWER j� :✓i;F�' ifvv; �� {" ! �� SCALE: 1" = 40' /�"�/� � I\ L • OEcL T — / i VJtI-: PLASTIC 'S=' j�� B - ��OTLAND g �. _ / �,, ,�j- �... 0 20 40 80 FM y gT�, P,A�!EL c'/ONE .�r„/ � r�' /;F*• ( // : , �,� i / i , , 'i ` FILE: � 1288310 DESIGN DWGS/1288310ER / DWG. NO: C-016-1A VEGETATED WETLAND i I FLAT FILE: + r CF F=026 C 3 i JOB. NO: 1.2283.10 a a r- _---/ NOTES: Tip !gyp/ I ------------ J� 1. WHERE LIMIT OF PAVEMENT AND LIMIT OF CRUSHED STONE ARE SHOWN WITHIN A FEW FEET OF LIMIT OF LINER, THE LINER SHALL EXTEND TO 2-"-`\\\ THE LIMIT OF PAVEMENT OR CRUSHED STONE. 2. CONCRETE PAD, CONCRETE PIT, AND OTHER LOADING AREA IMPROVEMENTS TO BE DONE BY OTHERS UNDER SEPARATE CONTRACT WITH THE EXCEPTION THAT THE SUBGRADE PREPARATION OF THAT AREA IS TO BE INCLUDED AS PART OF THIS WORK. 3. JERSEY BARRIERS TO BE INTERCONNECTED WITH STEEL PINS. r F i ��j ^ h• • --._�_- 1 \ \ /i i 1�� `! ` � f�. / \\ / r i• �"I SII �J N , �9S�tii iN�IEzjj li �� - ` �QEz�� E F A' R �I R Nlt IJ T� O,p• R 7�0 HIS i ORI �� — --- J — - - - — - I GRASS � r - �� -�- - -- ..�' . � / � � ' � e'`• Q r o DAVID E. VARGA a, C v , C CIVIL �. 0 `-\� / ® j' \rvll �" % I I� � rao.siaas a STY T! ( ;RASS ,ETAL l \ CRUSHED � PIr J1 �'I\l Z SO STONE-7 PROFESSIONAL ST4P REPLACE-,EXISTING BIT O �fDATE CONC. DRIVE PAVEMENT . . . . . . . . GARA THCONSTANT.24' _WIDTH WIi 1.AT !IrEBIT. CONIC. PAVEMENT. I- i� X ORK AREA BIT CONC. PAVEMENTI _12 I MASSACHUSETTS ELECTRIC RB DD FRB - _ r fl ___---- 1 =---------- I J J I CONCRETE t o s j tv © _ _ _ _ _--------------_----- - - COMPANY -_ {-------- -----� ------------ r_U --- -- - -- - I` E RCE A ISE n ' SAWCUT PAVEMENT _ ----------------- " -+ —=.. � P. T,` - - - - - - i} I� cnrtr S ------ -------- _ LIMIT OF LINE , TY R O .�' O. AND — _ I I CGI: PROPOSED CONICRETE, I-1 64ET.,L , t. --� CRtI'�I3HED ��, �- -' BOLLARD. TYP. t�> _� `�� r �� ``Gns' FiFF-I ',_ I �'i BYDOAND TH OTHERS. PIT v � �', KEYSPAN ENERGY - ��,r ;[�, - E I CONNECT PR OSED I , S ,�NE �-- --1-- , G,, �`rL I I PRECAST CONCRETE x-x i ��.` ' I �` `, \ \� DELIVERY NEW ENGLAND PROPOSED 6 BIT. CONIC. PAVEMENT i I I JERSEY BARRIERS, TYP. �� I \t, 6" PLASTIC GAS MAIN ��I II PLASTIC GAS 1ulAIN-:1 j C ST�' �� ----� X FORMER TO EXIST] G 16" GAS !Q LOAM I --- i�l BRICK - MAIN I AND =1., ' t @i 1 STY � y 1 `t 1 SEED: II - I I I I 10 �o I �t� BRICKO -----fia --- I t i� 1 t MGP sm ��L - -- --- --- r-- -� I� i 1 z GRASS 3 II "®. STY rV ' Io I CRUSHED " C �_ U CONIC. �� I LL �� . �-, �',� i p] -d•1".t ` ,t , 1 PROPERTY o PROPOSED BOOSTER , I A g z ,T z F a , I w o STONE I - O } I � t- 1 rr' I z gml -, ._4 w W -� � t BUILDING a - I r � I IQ WII ,:ri m ,T z c N I ' � , cj = I o ® ,, I I 20 PIERCE AVENUE 1 . , 4 i ( ! �` cn I PROPOSED ABOVE I � ® (GAO J IN o GJ GROUND PIPING i i �3 1{(DF 'AREP - RIPRAP I J Ul T !� I _ -- tiIV, tin I o o I __ - ER SALEM rl6 LIMIT OF BIT.J J� ERG 1� / o p I , l��t \ MASSACHUSETTS _nII v LIMIT OF LINER, I SIC CONIC. PAVEMENT 0:O I I "- x ' 1 ` (ESSEX COUNTY) 1 PROPOSED BOILER Y t, BUILDING I LIMIT OF CRUSHED STONE �h Ir� , i ( CRUSH ,I I I F� 1 I STONE PRECAST CONCRETE = I I I 1 i , \t ,` APRIL 13, 2004 IL L vtC JERSEY BARRIERS, TYP. I ' 2 \ 1\ • t �p r, w, REVISIONS: . NO. DATE DESC._ �4) 1t 1`\ �. ; 1 1 t, 1 5/26/0 GAS LINE FLOOD ZONE . . EM NT I CRUSHED BITCONC. PAV 111 V I STONE 4. ZONE B _. �� LIMIT OF 16' WIDE ZO/iJ BIT. CONC. DRIVEWAY ( j CRUSHED E A ' / �DD 8'0 �_- STONE z j - LIMIT OF CRUSHED STONE I I I I ! w J -- - -- ---- - J- - , r LAYOUT AND Ly .� � ♦ / ,, � , , - r II� �', MATERIALS s ® — i I � c° �I'�--�� ''� - WORK AREA ZONE B I PLAN w _ _ ry --- "PONDING AREA" ' - -- --- - - --- -- ( (GRASS IN SUMMER) �� I� r O - BIT. CONIC. PAVEMENT ° -_ I A� / ff CRUSHED GEI Consultants Inc. E v � I CRUSHED OfvtlC LIMIT OF LINER, TYP. -- -- -- a �, - - x - --- - -- - -- - - - STONE - _ rlr 14 WIDE I , / 1021 Main Street J title _ — -- — / Winchester, Massachusetts - -- - - ----- - --=—=------ - - - II i. --- h GRAVEL J 01890 L\ ------- ---- ---- iC DRIVE 781 7214000 . - -------------- CRUSHED STONE - --- --- - -- - - - -- _ _ _ g — — — — — — - - — --_ o-_ o r � VEGETATED WETLAND z 111 STEEL / . CIO z / SCGROUP S ELECTRIC TOWER / / , 9 / / tt w p T01 15 Elkins Street 1tR � 1 0 Q / .'� STEEL �—j f I \ J Boston, Massachusetts cS� I } u O TGi tik�ETCR,C I 02127 c E"4I OEF �_. OH HIGH TE!NISION VVIRES i TE"lEL t p� CW HIGH TEI�SIOTd +rV;RES / rJ J 617 896 4300 Off; SAA � I © 2004 BSC Group, Inc. TEFL I SCALE: 1" 40' TOWER WERAND 4 0 20 40 80 rte G / z / / RAVEL =STONE �E FILE: 128310/Q /// \ DESIGN/DWGS 1288310LM VEGETATED WET.ANDERG DWG. NO: C-016-2A �` j i ' / ( FLAT FILE: CFF-026 f/�' _- ~` JOB. NO: 1.2283.10 C4 E - 3 a STRUCTURE SCHEDULE NOTES: DRAIFRONAGE PDIPE SCHEDULE LOP 517E E MATERIA' - 1 j ) PIPE - I / RIM=1 8.501 DMH6 IDMH11 IDICBI :688 I DICB15 �EL��/ EXISTING UTILITIES TO REMAIN IN SERVICE THROUGHOUT CONSTRUCTION. DRAINAGE 1 F DICB1 DMH1 92 LENGTH S0� ( 12 HDPE DMH1RI - -- RIM - -- THROAT=; B.00i ! RIM=1 10.00 THROAT=i `f.Z' h i 15 HDPE - 10 60 RIM -10.40 �_ (Dice 501'.. 4N(DMH5) 562 kN(DMH70)= 2.26 RIM =I 917 bur=i 6.001 , RIM �_• / �---' OICB2 DMH1 i sa 0. _ �- -- -__ - , „- �_ / 2. ALL DRAINAGE PIPE AND STRUCTURES TO BE WATERTIGHT DICB3 DMH2 I 84 0.020 I 12,HDPE (DICB2)=, 5.51; ( (N�C89) 619 _ IIN(VORt)=� 1.04' bur= 5.75, I lour=; / -- _..---� CONSTRUCTION. CB4 DMH2 6 0.020 12 HDPE bur=l 4.761 buT=1 552 kuT(OuT1p 0.54 j I I jCB9 I \/ •,. �- CB5 DMH3 1s 0.020 12HDPE f ! DIce2 RIM-= to.25' Dce1 _ -3 �� 3. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION, SIZE, INVERTS cB6 DMH4 32 0.005 121HOPE !DMH2 (DMH7 IDMH12 THROAT=1 8.501 I bur=1 6.25; RIM =j - - " \ " ' AND TYPES OF EXISTING UTILITIES. WHERE AN EXISTING UTILITY IS FOUND - _ CB7 DMH4 32 0.005 12HDPE RIM=;_ 10.85! j PoM={ laoo _� RIM- 9so; I ��` TO CONFLICT WITH THE PROPOSED WORK, THE LOCATION, ELEVATIONS AND C88 DMHS 10 0.005 12 HDPE (DMH7)-] 3.481- _ -- -'IN(Colo)=f 4.75 Irw(DIC614)- 6.42 bur= 6.001 Ic610 -I �_ lwr ., ,� 9-� �� //�: SIZE OF THE UTILITY SHALL BE ACCURATELY DETERMINED WITHOUT DELAY C69 DMH6 12 _ _ 0.005 12 HDPE rr�(csa)= ss2 bur-� as5 IWT= a.73 'acs3 I b = 5.04 ouRcur= - -�`'1 \ •' ,< BY THE CONTRACTOR AND THE INFORMATION FURNISHED IN WRITING TO THE CB11 , DMH7 4 0.020 -.12i,HOPE �(DIC83)- 4.82 I,N(C611)= 5.407 4.83,1 1 _ _ _ i I / - a OWNER'S REPRESENTATIVE FOR THE RESOLUTION OF THE CONFLICT. CB12 DMHS 20 0.020 12 HDPE Tour= 2.98 1 I 9-00 I j I / �., W \ THROAT 6612 DMH9 s0 0.020 121HDPE i DMHa Dn7Ht3 _ RIM 1o.n ICBtt ! ;ouTLETz �_� 4. RIM ELEVATIONS OF PROPOSED MANHOLES AND ASSOCIATED DIC814 DMH12 14 0.020 12HDPE .DMH3 r RIM=! 10.90 RIM= 8.901 _ I bur-i 6.50 RIM- 9.50 ,cur= - i 4 -- _-_ - _ _ • �, i�i STRUCTURES ARE APPROXIMATE. FINAL ELEVATIONS ARE TO BE SET FLUSH DICB15 DMH13 I 10 a.ozo 1z HOPE _ __!_ __-_L1 ` AND CONSISTENT WITH THE PROPOSED FINISHED GRADES. ADJUST ALL RIM- 10.50 aN(DMH6) 5.27 4N(DMH72)= 357, I bur-I 5.50 DCB1 DMH12 84 0.005 18 HDPE I(DMH2)=I 2.33 6N(DMH7)- 4.48 IIN(DIC815)- 6.201 ICB4 ; ( I �,voR1 (Mc / (,;��-�"-� / %'n,�. ,- ,. %� OTHER EXISTING UTILITY CASTINGS AND STRUCTURES FLUSH AND DMH1 I D.MH2 ! 253 j 0.005 18 HDPE IiN(CB5)=� 5.68 hN(CB12)= 6.13 I bur=, 3.471 RIM= 10.251_ 0872 j RIM _ CONSISTENT WITH THE PROPOSED FINISHED GRADES. DMH2 DMH3 1 132 0.005 24'HDPE 2.13 I- DMH9 4.23 / -I J ! / N bur= I our( PI ( I 1 bur- 6.75 RIM DMH3 DMH9 145 0.005 24;HDPE ---- ---.... _ -_ I DMH1a I bar= 5.25 Icor , - i / 5. OUTLETI AND OUTLET2 SHALL HAVE TIDE CHECK VALVES. DMH4 DMH9 j 102 ' Q005 121HDPE DMH4 I DMH9(6 DIA-) RIM 9.00 C85 ' / __ _ _ I_ _ 1 _ - -_tI - I _-_ (NIC _ 6. FINISH GRADING SHALL BE AWAY FROM BUILDINGS AND STRUCTURES AND DMH6 DMH8 I 46 0.005 12 HDPE RIM �6-59 ---�w(DMH3)-{ 140_ lour(VOR2) 1 --3.28 _--_. _--- / / _ - --__�/ / J i I,N-(GS fi)-, I,N(DMH4)-'' 75.98 bur(OM H15)=1 4.06, I oIM 76001 --�1RIM to.00 voRRRED N _ _ r �, r SHALL NOT CREATE ANY LOW POINTS WHERE THERE IS NOT A PROPOSED DMH6 DMHS 52 0.006 12 HDPE - - - - 1 I Nn _DMH7 DMHS 94 0.005 12 HDPE !IN(CB7) 6. DM DMH9 124 0:007 15 HDPE - I I f bur-, 6.00 (u ,,,' Q O ,G' loNr=i //`�_ ��MH Q� FtM P ! ✓ / DRAINAGE STRUCTURE. bur= 6.49 (N(DMHa)= 3.36 686 R=1p,pp�� L ----�Pc��P g 4r. 7. CONTRACTOR TO VERIFY VORTECH MODEL SIZING OF ALL STORMWATER [ M t! -DMH10 10 0.008 24 HDPE I I I \ DMH10 VOR1 ) 2 0.020 181HDPE i 4N(CB 13)=1 5.60 fOMH15 I RIM=� 10.001 IDIC814 !- / -� .,i0� CQP _ - ,� f / i1- DM 0 DMH11 6 0.008 24 HDPE DMH5 I I bNr i 1.ao _wM= 5.001 l bur=l 5.75! THROAT azo ,_ ,8,� /� �- j , TREATMENT STRUCTURES WITH MANUFACTURER FOR PROPER INSTALLATION ornH11 ourLEr1 30 0.006 _24 HDPE RIM=i 10:25 (N(DMH14)= 4.01' ( I RIM-' 5671 // y 3 �F AND OPERATION FOR THE REMOVAL OF 80% TSS AND FOR REVIEW BY �`1a of G74 DMH12 DMH13 194 O.00S 18 HDPE I,N(C88)=7, 5.915 DMH10 b�(VOR2)={ 3.20j ;CB7 ( bur=l 6.70 �,`/ /" �-� -- - _ ��P PROJECT ENGINEER PRIOR TO START OF CONSTRUCTION. c DMH73 pMH14 8 0.011 18 HDPE _ _i R=i _ \ - c t; ____ 5.05 I RIM=I 10.30 bur= 2.70 RIM 70.50 _ ' -„ I \r - " �'_ :: OHVIOE.VARGI� n, DMH74 VOR2 2 0.020 15 HOPE f bur-I (N(pMH9) T-7.22 I bur= &75 - �`_ j > Q �'• CIVIL .., /- C \ B. BITUMINOUS CONCRETE FINISH GRADE SHALL BE PITCHED A MINIMUM OF Nn. 31448 _ OMH14 DMH15 5 0.011 18 HDPE ` DMH15 �OUiLET2 zoo 0.005 2aiHDPE � _._. 1 budvoRlp( t12 ( iIti 1% AWAY FROM BUILDINGS AND BE DIRECTED TOWARDS DRAINAGE , VOR1 f DMH11 2 j 0.020 181 HDPE IourlOMHtipl 2.37 1 _ _ \� STRUCTURES. 'oe --VOR2 I DMH15 2 I 0.015 15!HDPE - - > O�P SSrO! d TOP CC\C\ 9. CONTAINMENT AREA TO BE FILLED WITH EXCESS MATERIAL FROM SITE Z60�' 0o f BASE S CB10 t , CU? GRADING. FINISH GRADES SHOWN ARE APPROXIMATE. ACTUAL FINISH N / I �` - cV GRADES SHALL CONFORM TO MATERIAL AVAILABLE ON SITE. PROFESSIONALS P DATE R=p I 1 �' GRASS ., X3 �/ /OIJTLETI y3 r,. I ' % x . x10 0 11=5.4' 4 -, --- -- " - Jxd :\I 10. FINISH GRADES ADJACENT TO CONCRETE PADS SHALL BE NO HIGHER of =- - I 12=5.2 UP, f ��', , THAN CONCRETE PAD ELEVATIONS. -:TREK INVERTS �'��---_B-.S �--� �;�.�... �,y _ ;r�_� --T- --��r�r�_: '- ' , ,-•� I >'\\i � r� x11.00 CB11 1�i i ,�,LT '.L'' � nk. - , . _ " �/i tri : NOT SEEN GRASS x1050 x10.85 - DMH7 =RATE' ��€ f 11. SPOT ELEVATIONS SHOWN ADJACENT TO STRUCTURES ARE ELEVATIONS MASSACHUSETTS P . . -' 10 . - -x- AT THE EDGE OF THE STRUCTURE. =5 ! o ? x 1 x cLr �! 6612 ELECTRIC .5 s-, t 65d J F UP '� O� r'/`- VORf -- �� ;^ uP �� x -WORK AREA - - >- 10.90x ' _� �Lr K. . . JLFC$13 ®ji a x10.60 \ r 1.65 J ' 3 COMPANY ^ o MHS -_x _ -_x 1 TOS '-^ DN1H10 D �� DD 1 h30 ! �� CB � 1:`f=�. 8_951' 0-� rRr 1 D \ D 11. ` 3 ' +� 1 tJ -��-- - - D �/� - y ' DMH9 - - --- 89x 1 ii r I { 1 , B , -- DM nT - , 5 I 4 AND ER - 8\' = 11.54 pG o tr ,„ VC iy E' l `• �i`-- �i (LONC. \, 1. `Y i `� > �FY �+ •.] _ !1'r; i''-1 ELEV ' y ` - ,d� �, HITT- ER13 _ I x -- 12. 11 4 I v E .l E BIT. coNc. B c.i. E r ! - - -- _. - : UP 350, r o o ° f ,. ' la9ox KEYSPAN ENERGY VE" SAWCpT PAVEMENT _ r 1. Ox x11.20 C G - .. l F . x_ o0 o CBs - fz ) DELIVERY NEW ENGLAND 1 1. ((,,pp112 ) ' I �_ �•- -. X10-80 1 .,�1"�•-�. VY �. •r �j ( (�. r/// J }} �1• .� �' t DMH6-® I �; '( x � IN R=9.10' 1Y J P� 11 CR, ISH D - �`I f, .L.=12,g �! G �c fI " __ I �I' Y�1 Z 1 1 ` FORMER S1C 14 I aL R i8' vi 11. 0 10.90 x70. 7 x10.60`' : x10 9 C >f L DMH 61i N 3 cj��` R=9.16' i rT t -� w , x11.50 x 1\ - x12.00 HP = .1 „ x10. 11.20 17.10 941 i' L,x j _ E'll!��! -9.45' a 1�� l i'0� I,acl I ,' E\sJ t o 1 L 0 10.90 °'.,- 10.60 _{ 1 0 I :I j /,?� i �i ?z _ i f 'x rel 1 c ' 1�� . MGP a ) Q I "� I 7.," C l STY .. _ x71.31.75 I ;!J! S PROPERTY 5=5.4' '' " 9� �_ " BRIG< DMH5 x77.30 ? 1 , i o b m i )o�J 9.75 10.0 \ �. �\ �J GRASS x11.50 1 ST h G x10. /DMH,4 COPlC. C38 ..,,\ • k "- xm Q 'i11.00X 10.50 ( `'{ ` \ 1 20 PIERCE AVENUE I 1 W .\ r �,` `• !� •'15�1) 1DUC I I , I_ 10 ;,II 4 1 z� \!, II p 1 -� ✓ 'u�1..J' -�-,^ rl-- -'�7IN j jib I !f r6 J DICB 1 DMH / CB7 11.dox v,,1yy oil \ 1 x10.7k 10.80 J _ r rJ �[�+7 { �1y�- 0 , ` ! SALEM I� p a 10.00 D CBS . _ ..Cj`i ^ ,,U 10.90' 40_ __x10.80 r. i - -� . x t ' I ,r �. Q �(9.s2 lI sx o �� X1o.7o MASSACHUSETTS I O w I 1. 0 x10.9 x1 ,' -c E / ❑ .� ` I �`� I I , t. \ { (ESSEX COUNTY) x11 0 x11.75 t o o (��-- 10.00 x x CR SNED O x11.50 x120Ctr i� o I 2d \ �� 50� Otti r�.9G` xl .50- O \ I r� 1 10.50 4 �J\ ( \ I j I 0 .$0 \.0 -(, °` I'(� -� - i� c� �1 REVISIONS: i GRASS --- �„� ] x 5 `� �' 1 - CESS GRAVEL- ! pM(C I i °U 0 b ( ��iiii / BORRC 0 iN NO. DATE DESC. lx / �� 'BE PLACED-IN_.EXI_STING 1 5/26/0 4 GAS LINE FLOOD ZONE I ti i (A0 . .30 9 \ x1 .�5 N EXCESS CONTAINMENT AREA }` � 12 x21,00 ` . rn x � MH g :$0 I =9.7 ti ' \X x9.80 w ' ! ' =9156' .� � i ' USHED t x21 �L q I i E �--�s ZONE � � f ONE A4 III '. II i ! i '-1 ' I ' `'•+�� i 4 I - � � � { GRADING AND 8 Lli 0 0 ? OF 10.5 ! I u h /p 1 l \`1 \ \ - D RAI NAG E x ,� .f4�7J 0.5 J �_ .1. I 1 x8.50 i= t \� -- -- - - 1 J I �^ _ I PLAN 5 \ 10 I� jDCBi`' 1 , _- u D WORK=ARES ti x9.80 , "PONDING AREA" ---� / \ 1 /� I D DMH12 0 DMH1 o t D , GEI Consultants, Inc. IUF (GRASSIN SUMMER \ / \ / 9 1 rn! r1 \, x DMH1 iy D ° S.SD x9.00 �� 0 TLET2( �� I b o D DICB2 x9:50 11 J x9'.50$" - DICB14 VOR2 /l ! ; ! i 1021 Main Street h ' �� I DICB7 !� / DIC615 I 1' / 1 Winchester, Massachusetts D, 28.75 x5.10 V j f 1 _ffi - x8.25 x8.50 x8.7 x40 x8.70 + , 8.5� x8 00 8x50 x U x9.10 f [ -� I - x9.00 ° , CRUSHED x X X X- ry X �( v`-' x x x x / / / 01890 781 7214000 �1 l 11 STONE om,[C _ X r j. ' ` V �9 s x sd x5.00 8` a x8:50 x8.50 x9-.25 0 -r { I I t x9.25 VEGETATED WETLAND - - - - - \ r - - ter=�_ _ - �=-_ -��--� -x�-�x � 1 / � BSC GROUP W z /`, 15 Elkins Street / � ( , SEE DETAILS FOR BERM l 7 0)a FINISH GRADE SHALT II GRADING ALONG FENCE J k Q 1 �l + ' MATCH EXISTING GRADE /� ( , , I Boston, Massachusetts STEEL t� m ALONG SOUTHERN FENCE 02127 o CD y ELECTRIC I`J TOWER POTENTIAL 9^ � __ 4: L III �x wR=8.61 1 STEEL o TOV'IEP, h k DEWATERING �o Q, !�''t 1!; 617 8964300 s T0.4'ER / / ) UP AREA STEL 6 ii `-` o ELECTRIC / -(-, 7 �O "`V 3 k TOVI;ER O - © 2004 BSC Group. Inc. 0 ^��I,' TOWER c) � �� / OH HIGH TENSION WIRES / STEEL � '\� j �I \ G� HIGH TENSION `Y'kRES � it � 4 � � SCALA: 1" = 40' TOWER �- '� 3 r 1 � , -- ti� 0 20 ao _ 80 � �F \ T� t^ 1288310 DESIGN DWGS/128831OLM 9 a u, '.' �•=-�-\.. Ot^!E`, � r � t , l �\ // /cr \ tt i .-..i� //�. � J//) ' FILE: �ETLAN 8 �' , t� ✓/ / i / / ��/ DWG. NO: C-016-3 D A- - g-11 FILE: CFF-026 n11 N R=9.80' I r �r C 5 .a i V) I �, Q l' �/ ; / c. �� /�i'% JOB. N0: 1.2283.10 a a WEEPHOLE ALTERNATE TOP SLAB, y \' NOTE: .;` REINFORCED TO MEET / 1. WEEPHOLES SHALL BE 4" PIPE OPENING MANHOLE FRAME & COVER H-20 LOADING I WITH 1/4" MESH, 23 GAGE, GALVANIZED SET IFAME IN FULL WIRE SCREEN COVERING; 2 CUBIC FEET OF MANHOLE RUNGS TO BE BED OF MORTAR \ DENSE GRADED CRUSHED STONE SHALL BE DROP FRONT STEEL AbJUST TO REQUIRED GRADE l PLACED AROUND EACH WEEPHOLE; EXISTING PAVEMENT REINFORCED COPOL"MER W/MIN. OF 2 OR MAX. OF 5 A WEEPHOLE INVERTS SHALL BE LOCATED AT POLYPROPELENE „ BRICK COURSES OR EQUIVALENT THE ELEVATION WHERE THE GEOSYNTHETICS 2'-0 f 1 %-. i MEET THE STRUCTURE. 8•" DIA. DIMNCREIE OLLARSNFORCED WEEPHOLE 2"x�"x4'-6" OAK POST ATCH BASIN FILTER BASKETS SHALL BE MID.) SINGLE OR DOUBLE FRAME AND GRATE TO ® 8-0 (MAX.) O.C. USED AT EXISTING CATCH BASINS I? BE LeBARON LK 125 (3 FLANGE 6 HIGH) LOCATED WITHIN PAVED AREAS. 0 " RECAST REINFORCED CONCRETE OR APPROVED EQUAL. U-) H. CONE SECTION SEDIMENT CONTROL w o FABRIC I IN. 0.12 SQ. IN. STEEL PER •. F REINFORCED TO MEET H-20 HAY BALES TO BE STAKED HAYBALE PROTECTION OF CATCH BASINS o VMERTICAL FOOT, PLACED °J LOADING 3' MAX. 2-2"x2" WOODEN STAKES SHALL BE USED WITHIN THE SITE WHERE 1 ACCORDING TO AASHTO SINGLE OR THERE IS NO PAVEMENT. t 4-O" f1 DIAME DESIGNATION M199 GRATE OP SAB DOUBLE CONTINUOUS HAY BALES 1 �_ f HEIGHT OF 0 ORTAR ALL JOINTS 04 EXISTING GROUND - ` CONSTRUCTION �� OCAIE HAYBALES RISER SECTIONS ALL PIPES SHALL USE cn ALL PIPES SHALL USE WATERTIGHT - SIDE— 4"-6" AS SHOWN 1" CLEAR < WATERTIGHT GASKETS AT w WEEPHOLE VARY FROM 1 TO 4 STRUCTURES ; "CLEAR �2" GASKETS AT STRUCTURES I ffA 7 6" MIN. l -----CATCH BASIN -- 1" CLEAR CLEA -- OUTSIDE OF (\ — E OF PIPE GRATE I •' 5" MIN. 5" MIN" -6"MAXIM I 02TSCLEARANCE _ID CLEARANCE EARTH BACKFILL ` r �_ .. HEIGHT OF T NS UNDISTURBED SUBGRADE #3 BAR . :; ;• PROVIDE "V" OPENINGS 4' 0 s e asoc MISER CEMENT CONCRETE CLASS "A" VIARYSECTIOFROM n MORTAR ALL JOINTS 2 MIN. g DAVID E.VARGA „1 • 1-#3 BAR AROUND OPENINGS 1-4 FEET ;1 � CIVIL 0.. TIE HAYBALES d Na.s>aas „ cn CATCH BASIN GAS TRAP TO BE a r FOf PIPES 18 DIAMETER TOP AND BOTTOM d AND OVER, 1" COVER 5 MI EQUAL R3704 OR APPROVED q�o9�oI5tEA�`��p�' a' 5" MIN. PIPE OPENINGS ;r Fss�oyaL —� FINISH TO BE PRECAST " GRADE P4$ N_ IN RISER SECTION.1" CLEAR ° - •• 12" OF 1 1/2" PROFESSIONAL STA DATE JOINT DETAILS PRECAST UNIT a DENSE GRADED CRUSHED STONE � SILT FENCE WITH HAYBALES CATCH BASIN INLET PROTECTION DRAIN MANHOLE ENSE GRADED CRUSHED STONE CATCH BASIN DETAILN.T.S. DETAIL N.T.S. DETAIL N.T.S. DETAIL N.T.S. MASSACHUSETTS ELECTRIC END SECTION WITH TIDE CHECK VALVE TIRENGI-I W I DTH DATA NOTE: COMPANY 1. WEEPHOLES SHALL BE 4" PIPE OPENING CRUSHED STONE PAVEMENT TRENCH WIDTH, Ws OR Wu WITH 1/4" MESH, 23 GAGE, GALVANIZED AND 9 FINAL GRADING D Wu Ws WIRE SCREEN COVERING; 2 CUBIC FEET OF RIPRAP STONE SHALL DIAMETER OF PIPE UNSHEETED SHEETED DENSE GRADED CRUSHED STONE SHALL BEWEIGKEYSPAN ENERGY o THAN H 500 POUNDS AND DENSE GRADED CRUSHED I AS REQU RED 12" AND SMALLER 3'-0" 4'-2" WEEPHOLEPAVEMENT PLACED RNVERTSOUND ASHALCH LEBE OLOCATED AT TWOLE; DROTHROATS EACHINLET CATCH ONOPPOSITNS TO E A A NOT MORE THAN PRECAST DROP INLET DELIVERY NEW ENGLAND LEXSTa 125 POUNDS STONE AS REQUIRED THE ELEVATION WHERE THE GEOSYNTHEIICS SIDES OF THE STRUCTURE . G CL 2.1 3 2.1 COMPACTED DENSE GRADED CRUSHED STONE MEET THE STRUCTURE. THERE SHALL BE A p JJ SUIRFACEROUND AS REQUIRED MINIMUM OF 4 WEEPHOLES EQUALLY SPACES PROPOSED GRADE FORMER LL AROUND THE STRUCTURE. F GRAVEL BORROW MIATERIAL TO BE MGP MATCH EXISTING COMMON BORROW MATERIAL COMPACTED IN 1' LIFTS. THROAT . , ' a SLOPE COMPACTED IN 1' LIFTS. I SHEETING, IF USED, SHALL BE LEFT o 2 DIA PROPERTY IN PLACE, BELOW 112 ABOVE PIPE 3' TRENCH WIDTH ' • ' 10'-WIDE OUTFALL FOR R.C./HDPE/D.I. SEWER Ws Wu r CROWN, EXCEPT WHERE OTHERWISE 4' = U Uj PIPE SELECTED COMMON INDICATED OR DIRECTED 6 CONC. SLAB N CL CHANNEL FILL MATERIAL SHALL BEWs/2�t-'Wu/2 _1 0 WEEPHOL 20 PIERCE AVENUE THOROUGHLY COMPACTED LINE OF NARROW TRENCH LIMIT -00 w "' 5' S w 4 '-0" ±1" DIAMETER �:ePROVIDE "V" OPENINGS IN EXISTING GRADE PAYMENT LIMITS FOR a CATCH BASIN DENSE GRADED NO LEDGE OR UNEXCAVATED ° NORMAL EXCAVATION „ HOOD OUTSIDE OF PIPE SALEM CRUSHED STONE MATERIAL SHALL PROJECT 1 CLEAR +2" CLEARANCE 18" MIN. DEPTH 21 —SHAPE CHANNEL AS BEYOND THIS LINEi e FOR HDPE, R.C., & D.I. PIPE, DENSE CATCH BASIN FRAME —� MASSACHUSETTS REQUIRED �i �° GRADED CRUSHED STONE SHALL BE AND GRATE Z MIN. 0.12 SQ. IN. STEEL PER MAXIMUM SLOPE - p e a PLACED AGAINST UINDISTURBED SIDES & VERTICAL SECTION A-A 6" MINIMUM IN LEDGE �s g BOTTOM OF TRENCIH TO MID-DIAMETER <° 5" MIN. AC CORDING TO 0 AASHTO (ESSEX COUNTY) OF PIPE EACH DROP INLET THROAT TO HAVE A << DESIGNATION M199 MINIMUM OPENING OF TWO SQUARE FEET MORTAR ALL JOINTS PAYMENT LIMITS FOR 7. APRIL 13, 2004 ROCK EXCAVATION I * HEIGHT OF RISER PIPE SEC11ONS . . • v�12" OF 1 1/2- VARY FROM 1' TO 4' DENSE GRAED CRUSHED STONE REVISIONS: EXCAVAl10N IN LEDGE r EXCAVATION IN EARTH NO. DATE DESC. RIP RAP OUTLET UTILITY TRENCH DROP INLET CATCH BASIN DETAIL N.T.S. SECTION ♦J.T.S. DETAIL N.T.S. STORMWATER STRUCTURES DETAILS g 0 GEI Consultants, Inc. 1021 Main Street Winchester, Massachusetts U 01890 781 7214000 m a BSC GROUP 15 Elkins Street Boston, Massachusetts 02127 617 896 4300 Cia 2004 BSC Group, Inc. SCALE:. AS NOTED m m N N FILE: 1288310 DESIGN/DWGS 1288310DET DWG. NO: C-016-4 FLAT FILE: CFF-026 m JOB. NO: 1.2283.10 N 3 a 2" BITUMINOUS CONCRETE EXISTING PIPES (TOP COURSE) NEW GALV. ANGLE 3" BITUMINOUS CONCRETE e f FRAME (2" x 2" x (BASE COURSE) 5/16" L) OUTER FENCE NEW CONCRETE _ PAD WITH W.W.F. I z' 3" TO 6" F 12" 12" A A ° 12" LAYER OF DENSE o o GRADED CRUSHED STONE H °•e.• • •e NEW PAVVNG F ,, 4 �° (M2.01.7) MHD STD. SPECS 6 ,, .< �,•....,. 6 8" THICK MINIMUM LAYER OF ZFOR HIGHWAY & BRIDGES DENSE GRADED CRUSHED STONE16. ,a:; ::i::°,:•.yc:; .":;;iia ,;• e.° n 4 a (M2.01.7) MHD STD.. SPECS FOR S° 3" °o$g HIGHWAY & BRIDGES 88` a•>: 1 11TII�I r I °� ° �°Q GRAVEL UNDISTURBED ti o°s° `$° .� - EXISTING SEE PAVING DETAIL GEOTEXTILE CUSHION LAYER', SUBGRADE AT BLDG. SIMILAR ELEVATION I GEOSYNTHETIC CLAY LAYER \ ,� GEOTEXTILE CUSHION DYER BY FIELD 4 GEOCOMPOSITE GEOSYNTHETIC CLfkY LAYER UNDISTURBED EXISTING GRADE GEOCOMPOSITE ---- -- ---- - t; ti NOTE: 12" I` - REMOVE 12" TOP LAYER OF SOIL `4 t - COMPACT EXISTING SOIL IN 6-INCH LIFTS WITH FOUR PASSES OF A VIBRATORY COMPACTOR IMPARTING AT LEAST 2000 LBS. FORCE. PROFESSIONAL STAMP DATE f—=o SECTION A—A PAVEMENT SECTION TERMINATION OF GCL AT MEC/KEYSPAN FENCE DETAIL OF PIPING SUPPORT MASSACHUSETTS DETAIL N.T.S. DETAIL - N.T.S. DETAIL N.T.S. ELECTRIC 8 TOP ONO OFF / �� OFFICE BUILDING — COMPANY AN 7" 48" OPNG. - WALL AND 1 a 6" CONCRETE FILLED KEYSPAN STEEL OR CASTIRON PIPE, U.O.N. 1 38" 0 2" BITUMINOUS CONCRETE r I METAL PLATE HATCH (TOP COURSE) RIPRAP SLOPE FORMER „ 44" A A 2" BITUMINOUS CONCRETE 3 BITUMINOUS CONCRETE " (BASE COURSE) I } (TOP COURSE) DO NOT DISTURB MGP UNDISTURBED LJ -J _ 3 BITUMINOUS CONCRETE SLOPE PROPERTY '� �/ E THICK MINIMUM LAYER OF EXISTING BASE COURSE) I- R O P E R T DENSE GRADED CRUSHED STONE SUBGRADE 1" /-FINISHED PAVING (M2.01.7) MHD STD. SPECS FOR /f HIGHWAY & BRIDGES P � WAITE STREET GRANITE LINTEL BM. E OND �� pa�od�°o° IN LAN 5 _ o L8" DENSE GRADED ° 'a o ��° o °$ s '� 8" DENSE GRADED. o $ CRUSHED STONE CRUSHED STONE SALEM GEOTEXTILE CUSHION LAYER `..��•`• ;ty.'-1�J : �}T „ C °O a: — GRAVRE CURB !-4 1/2 OPNG. BEYOND f GEOSYNTHETIC CLAY LAYER :� r MASSACHUSETTS - � I II"VIII IIIIll�Ilrl"I� - n, E GEOCOMPOSITE �: ° - 11- - - ESSEX GEOTEXTILE CUSHION LAYER a '¢ DRY BENTOINITE °e r�- - r OPENING COUNTY) F GEOSYNTHETIC CLAY LAYER a`.' Y.:: BITUMINOUS COATING - - I - a BEYOND a u i-iii i a GEOTEXTILE CUSHION LAYER NOTE: a. BELOW GRADE J MARCH ZZ 2004 GEOCOMPOSITE MASONRY WALL GEOSYNTHETIC CLAY LAYER - REMOVE 12" TOP LAYER OF SOIL CONCRETE BASE. SEE PAVING DETAIL :a - COMPACT EXISTING SOIL IN 6-INCH LIFTS WITH v%•a `. !- AT BLDG. SIMILAR :q: FOUR PASSES OF A VIBRATORY COMPACTOR 6" �:a•.`:`:a ° '• - ;: _-I-�-'-I-I- a.. GEOCOMPOSITE _ REVISIONS: IMPARTING AT LEAST 2000 LBS. FORCE. NOTE; N0. DATE DESC. PIPE SHALL BE (PAINTED SAFETY YELLOW WITH SECTION A—A CATALIZED EPDX:Y PAINT f GRAVEL SECTION DETAIL AT BOLLARD DETAIL AT HATCH OPENING DETAIL OF PAVING AT TOE OF HILL DETAIL N.T.S. DETAIL N.T.S. DETAIL N.T.S. DETAIL N.T.S. BY FIELD WALL ABOVE H CONC. CURB REINF. E 2" BITUMINOUS CONCRETE 8 1" TYP. E.E. NTH W.W.F. (4 SIDES (TOP COURSE) f IN CENTER OF WALLS) CAPPING 3" BITUMINOUS CONCRETE " (BASE COURSE) s 2" 8 DETAILS q '• ' CONCRETE OR '. ' - 4" RIPRAP SLOPE w; MASONRY o ° ' a EXISTING EQUIPMENT - - ----. a$ " FOUNDATIION PAD ` FOUNDATION e 2. _�.:_. .. - - (� H -Do NOT ols OPE �Y GEI Consultants, Inc. E 12 DENSE GRADED a° CRUSHED STONE �� °o FILL VOID w/ FLEXIBLE 1021 Main Street o `t 6 SEALER AROUIID PIPES PLAN \-8" DENSE GRADED ° og � ° Winchester, Massachusetts CRUSHED STONE 6H01890 F �� 2 NEW PAVING s o�° °° 4" " ' ° 12" DENSE GRADED DRY BENTIMEDI �� CRUSHED STONE GROUP- - - - GEOTEXTILE CUSHION LAYER �4HPRIORETO I PLACINGLY - I I I I I I I I I III f `oho SIC -iii iii iii-iir a -i —i11 III I I I I I I 1 I I �y}m ° ° ° 4" " DRY BENTONITE GEOSYNTHETIC CLAY LAYER .e•�e THE GCL) 18H III I I I I I I III 15 Elkins Street s III 1 1 1 1 1 1 III - GEOTEXTILE CUSHION LAYER Q4 (PLACE IMMEDIATELY GEOCOMPOSITE Ti-iTi Ti-iir Boston, Massachusetts ,a PRIOR TO PLACING °�8� 02127 GEOSYNTHETIC CLAY LAYER THE GCL) SEE PAVING DETAIL GEOTEXTILE CUSHION LAYER 617 896 4300 GEOCOMPOSITE �• AT BLDG. SIMILAR CROSS SECTION GEOSYNTHETIC CLAY LAYER © 2004 BSC Group, Inc. GEOCOMPOSITE SCALE: AS SHOWN NOTE: NOTE: NOTE: USE THIS DETAIL AT SIMILAR CONDITIONS. USE THIS DETAIL AT SIMILAR CO DITIONS. PROVIDE CURB IN AREAS THAT ARE TOO CONGESTED WITH PIPES TO ALLOW TYPICAL PAVING INSTALLATION. I FILE: 98461-2-26.OWG TYPICAL PAVING DETAIL AT BUILDING TYPICAL PAVING DETAIL AT EQUIPMENT PAD TYPICAL PAVING DETAIL AT PIPING DETAIL AT TOE OF HILL DWG. No: FLAT FILE: DETAIL N.T.S. DETAIL N.T.S. DETAIL - N.T.S. DETAIL N.T.S. Boa. No: 1.2283:10 S6 VEGETATED WETLAND CLFCg/pH S76'00'53"E 86 9.7 a.4 CB FFNNDD-_ (LOOSE 3 NIF Z ' N 3,01t� 116.970 , Q STEEL '-- 83'DD'� NEW ENGLAND POWER COMPANY sr°Ne m E 822,419.071 '., ' ,�'� to Berverly TOWER 1 I 4198162 �g CB TOWER IC I h- a. m .I o 4 I`._-- - �� Harbor _` R=F ,I STEEL Z: i , DMH O TOWER 0 } W ,, $ N I UP ,Ij•Q n tQG 4 S R ! p 1f R=8.8E rp TOWER IC Q OH HIGH TENSION WIRES ��' y ?' "� ACRES C U I , 0i OH HIGH TENSION WIRES STEEL � (I MA 1 LOCUS w MA D p q N W C-4 i EL I L�- lY - ® � OWER N 3, 019, 839.847 H G pLASTI / GPS :f� OP OF CONIC FERRY I Q TLAND Q 1� IN SW CORNER OF c� (P E 821, 888.159 �} /— GRAVEL STONE / �� } TOWER. ST. } 1F m = I z VEGF�TAlE15WETI.ANDERj �— —� V 0 // j ELEV- D F E � c� G_ (n St. 14' .��1 WOo Q �" Y a'• �O _ FENCE ° °eo'y" GATE � ,., � � I 3 �,� � + o m s Collins LLJ ��o /ER .fir`" v _ _ D �� s e Cove WOODS + a' S, 101 wLLJ >��N 1 / Locus M k` Sn WO j.... 2TWOXO UP W, Q r� W , f-—SAIS MARSM_ `FENCE FOs- f r Z a (NOT TO SCALE) w GRASS / r 1 10'0 K� a I L rzj '\WOODS e 4 "W F JAyIES J. Vj� t z r Cw N83'59 57 X N/B. 8c OSEANN <� ODDS : ` I �' .�1.�. 5�1LT y�Rc X N/F XIM NAUREEN GROCz6an BENCHMARK \- X 420.2 )AVID A IDL 6878/ J _ f — i ELEV=10.44' / D EUGENE D• SURLES " Z _ d"M PLE PK NAIL IN 10" OAK 6 N/F F TIBOLT,JR. 6944/758 5'57 F F.E. �GA _ EMEN Yy FRANK �� ANNE 8 '�� SALEM N/ U, OSEPR 14 81 7/3 6 8 CL N/F JAA{ES J. E IZABI"LT 5654/41 0.50 OF�� 7 1 5#. ry N/F IDA S. DONOVAN QTY% I ( ; PLUMBING SEVINOR 12502/438 3459/297 0 ,/ f osnad C A SALEM Y� SUPPLY CO..INC. 5618/413 O.: UP r�S -� / �l 1 5330/476 �� t ?' 6 } 1 _1 D Ll _ a V PLANT ERS s S / y �J ' / � � �S80'55 57 Z� N80'55'57"W I e -•--i-,'�� WIDTH) . UP - n (PUBLIC - VAR. #34a/e U 271.80' '� ��j� (P �� 7 --- ,� �� i MASSACHUSETTS +[u C S]y N 3,019,841.986 * / r jL . a a C• BENCHMARK E 621.629.165 _ ,�I ELECTRIC ELEV= 7.75' *� BIT. PK IN BIT CONC / / ( v2� Mif A +/ COMPANY �N N/F MA /J J�yti _. NVV 5 / ¢/ AND rr � WARD rr socrAL CLUB v1� OF SALEM.rNC. / 03 ? � MA KEYSPAN� As�� p 4334/560 W / ENERGY DELIVERY P4e-� NEW ENGLAND v 41 Z GUP / �X'� FORMER q> MGP FrE PROPERTY ;'moo I • h I / Jf 20 PIERCE AVENUE IN SALEM ` MASSACHUSETTS LEGEND: (ESSEX COUNTY) BR BITUMINOUS 5781 I NOVEMBER 21 , 2001 A NO CATCH BASIN N63 CONC CONCRETE G N/F 58"Ne ' CBDH/FND H1 CONCRETE BOUND W/ DRILL MOLE / FND LEN .4 & 1 REVISIONS: 0f 1 DECIDUOUS TREE AYN CAROL J 444 JJJ ARL A. No. DATE DESC. DH/FND• • DRILL HOLE / FND �g231�46q 1 2/08/02 GENERAL REVISIONS DH SET • DRILL HOLE / SET��• _• _ / / 2 3/19/04 VARIOUS EDITS -� ERB EDGE ROAD BfIUMINOUS - ZNOflHq - C t ERG EDGE ROAD GRAVEL ��iFN Slp. 3 4/13/04 VARIOUS EDITS ---E—CLF CFWN LINK FENCE ALL ELEVATIONS REFER TO NATIONAL GEODETIC VERTICAL DATUM (NGVD) OF 1929 / o� RICHARD N BENCH MARK USED: #3528 MONEL RIVET IN GRANITE BLOCK AT WASHINGTON F IRON FENCE 0 GOSSELIN \ \\\ IRF ST. & WAITE ST. No.37047 n r� FND FOUND ELEV.=19.79 FT. ©© GAS GATE \-- _� u • O ©® WATER GATE ��NA`�AH�S _ v NOTES GUARDRAIL DATUM PLANE AND TIDAL ELEVATION RELATIONSHIP SKETCH o GUY ANCHOR MA D MOORING ANCHOR R GUY POLE ELEV.=7.83 1 .) ALL UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE ONLY AND WERE COMPILED HYDRANT X-CUT IN CONIC. BASE OF TOWER ACCORDING TO AVAILABLE RECORD FROM THE VARIOUS COMPANIES AND PUBLIC AGENCIES. JNvm INVERT MEAN HIGHER HIGH WATER (MHHW) ACTUAL LOCATIONS MUST BE DETERMINED IN THE FIELD. BEFORE DESIGNING, EXCAVATING, 974'± 0.44 BLASTING, INSTALLING, BACKFILLING, GRADING, PAVEMENT RESTORATION, REPAVING OR " DO DRAIN MANHOLE OTHER CONSTRUCTION, ALL UTILITY COMPANIES MUST BE NOTIFIED INCLUDING THOSE IN S76'00 53 E @S SEWER MANHOLE in MEAN HIGH WATER (MHW) CONTROL OF UTILITIES NOT SHOWN UN THIS PLAN. SEE CHAPTER 370, ACTS OF 1963, 8 MH Q MANHOLE UNKNOWN °0 MASSACHUSETTS. CALL "DIG SAFE" AT 1-888-344-7233. BSC ASSUMES NO ,•' O I` a RESPONSIBILITY FOR DAMAGES INCURRED AS A RESULT OF UTILITIES OMITTED OR WATER a 0 SHRUB 0.04 MEAN SEA LEVEL ENGINEER NGYDEPAORTMENTSFORE MUST BTJRE CONS�LTEDTIONS, THE APPROPRIATE UTILITY (D GEI Consultants, Inc. LIP �� MEAN TIDE LEVEL 1021 Main Street J� 0.42 2.) WETLAND DELINEATION PROVIDED BY GEI AND PERFORMED BY WOODLOT ALTERNATIVES, INC. 3 OM METAL POST (BOLLARD) NATIONAL GEODETIC VERTICAL DATUM Winchester, Massachusetts OF 1929 (NGVD) m OMIC METAL POST W/ MICROWAVE HARM 00 3.) 12.463± AC. PARCEL IS SUBJECT TO WATER PIPE EASEMENT RECORDED IN DEED BOOK 01890 7$ 1 721 4000 �� INF 4 1797 PAGE 283, CABLE RIGHTS AND EASEMENTS RECORDED IN DEED BOOK 3525 PAGE 1:, 0 METAL POST W/ INFRARED PHOTO SWITCH 555 AND CERTAIN RIGHTS AND EASEMENTS IN WAITE STREET RECORDED IN DEED BOOK IE�E� SIGN 0.34 MEAN LOW WATER (MLW) 3820 PAGE 100. a MEAN LOWER LOW WATER (MLLW) ) BSC GPOUP eTREE LINE 4. HISTORIC SHORELINES AND THE LOCATION AND CONFIGURATION OF LICENSED PROJECTS J(�.e 0 VENT PIPE SHOULD BE CONSIDERED APPROXIMATE. THE ACCURACY OF THE ORIGINAL MAPS AND —E— UNDERGROUND ELECTRIC CONIDUIT PLANS, FROM WHICH THE INFORMATION WAS TAKEN MAY VARY. IN ADDITION, SOME OF THE ORIGINAL MAPS HAD TO BE ENLARGED UP TO 50 TIMES TO MATCH THE SCALE OF 15 Elkins Street �O —G— UNDERGROUND GAS LINE ELEVATION DIFFERENCES BETWEEN TIDAL DATUMS SHOWN IN ABOVE TABLE ARE THE BASE MAP, AND INFORMATION 0"I THE MAPS MAY HAVE BEEN DISTORTED DUE TO Boston, Massachusetts —W— UNDERGROUND WATER LINE REFERENCED TO MEAN LOW WATER VERTICAL DATUM AT SALEM HARBOR SCALING EFFECTS. S /SSFP —S— UNDERGROUND SEWER UNE (NOAH/NOS/PUBLICATION MASSACHUSETTS 844 2645 PUBLISHED ON 07/10/1995). " " 02127 5.) THE PREMISE IS LOCATED IN FLOOD hiAZARD ZONE A4 (AREA OF 100—YEAR FLOOD) 6178964300 —D— UNDERGROUND DRAIN LINE TIDAL DATUMS AT SALEM, SALEM HARBOR HAVE BEEN ESTABLISHED FROM THE AND ZONE "B" (AREA BETWEEN LIMITS OF THE 100-YEAR FLOOD AND 500-YEAR —T— UNDERGROUND TELEPHONE CONDUIT FOLLOWING: FLOOD) AS SHOWN ON THE FLOOD INSURANCE RATE MAP FOR THE CITY OF SALEM, — — HISTORIC WATER LINE AS SHOWN ON PLAN OF SURVEY -LENGTH OF SERIES = 93 HIGHS AND 92 LOWS MASSACHUSETTS (COMMUNITY PANEL NUMBER 250 102 0001 B), DATED AUGUST 5, © 2004 esc croup, Inc. SED TIDE WATER MI INSPOANNDD CATAT ��SB OR�A�PR O- -TIME PERIOD = AUGUST 20 - OCTOBER 6, 1992 1985. SCALE: 1" = 50' -TIDAL EPOCH = 1960-1978 BALDWIN, 1825 6,) COASTAL BANK WAS DETERMINED BY A, BSC WETLAND SCIENTIST DURING FEBRUARY OF -CONTROL TIDE STATION = BOSTON (844 3970) v VEGETATED WETLAND LIMITS 2004. 0 25 50 100 rel Lu 8 — —— — SALT MARSH LIMITS NATIONAL GEODETIC VERTICAL DATUM (NGVD) OF 1929 SHOWN IN TABLE IS BASED 7.) SITE IS SUBJECT TO ADDITIONAL FL000 ZONES AS SHOWN ON FIRM. ON ELEV.= 7.83 FOR SITE BENCHMARK LOCATED AT ELECTRIC TOWER (X-CUT IN FILE PRJ\1288300\BASEPIAN\1288300EC.DWG CONCRETE BASE OF STEEL TOWER). a IlDWG. NO: 3466 REGISTERED PROFESSIONAL LAND SURVEYOR DAA FLAT FILE: FF-21 SHEET a THE BSC GROUP, INC. JOB. N0: 1 .2283.10 C-1 N rC g a to Berverly \ i Harbor �j LOCUS NOTE: �, GISTERED PROFESSIONAL LAND SURVEYOR DATE SEE SHEET 1 OF 2 FOR LEGEND, NOTES AND REFERENCES. THE BSC GROUP, INC. der P\kA OF MgSS �SZ ode o 4 e. RICHARD yv, 3� R1ce s O MeryU Ave. o GOSSELIN f MercAO Plente Fer,ySt BEVERLY HARBOR NO.37041 st ' sr N9 BUTyCe Qe °� TEPE° �°° s ca dh Collins �CSx�Nkl tAdOSVQ s we„a�.c s� Cove e co Locus Map �Py o (NOT TO SCALE) P PQ- j 5� Vv s3 S\ \ 0° P��Py\ / �roNFFO ss��. SFq �q N/F i CR T E \REALT Y ,•` OU O C �`f/ 593995 W� M � Oc%' MASSACHUSETTS �� e z ELECTRIC �� / ° lr 9titic \ NOTES. �ev.,_4.2'� ��,,;oy• ?. /oG�� COMPANY UP 2 ty \ FLATS SPECIFICALLY EXCLUDED �`— _ -- �� o�,o z° / �mQ AND FROM DEED (BK 16525 P.126) - �� N/F EPA XINONDAS & <�, tiC � � � � � G KEYSPAN ADA AfANTfA /�^ F `Q wq ` \ \' 7 .'_� w / ` E Y � � ENERGY DELIVER ' 5s>os m NEW ENGLAND FORMER \ / D MGP NSF P , REo � ;, / PROPERTY DOE FAMILY TRUST II 12698/6 H PRMO� 0PN RtPRnp O R=10.0 20 PIERCE AVENUE 621 3 ,42 P r— � rja VQ- CiF 1\ I � � '�� PIPRAP �� saPS o�E P� X l �u IN IGRASS ` / o ,;l �� k G4 J �. SALEM qti� X15 FT. WIDE /0, x o� °�P� a a Z Nr h x MIC \ MASSACHUSETTS I WATER L'I E EASEME Ary q Gq 3 L01 3,020.416.{87 AyLU �g0 1 STY Con C. /'' co 04 " = N GRASS ,.? E 822 008, METAL GAS PIP,£ (ESSEX COUNTY) R=9.70' -- - i 2 MIC. it=5.4' w I - '�__ 081 577'5 58"E IJ CONC. FIRE UNE < _2 C ; '' 3 - _ I c. P C• CONC. BASE O J : / O I?=5.2' UP \ 1 ,! - c�'.j' RIPRAP FND C � /METAL o ,??4 wA FOR LIQUID NATURAL GAS TANK UQe OTHER INVERTS RIPRAA - NOi' SEEN Q X GARAGE GRAN. WALL ATE < CVq PIT wA C a U GRASS I,.._\ � e � CONIC. ' GRATE m W � NOVEMBER 21 , 2001 O3 J CLF x >t ._� %/ �F xCo ctF 1 STY to A _ 3 Z HISTORIC WATER LINE R=9.19'f 1 - UP GATE �'� CONIC. B K NRG�H'1 o 1� y REVISIONS. #350/2 McoNCoX O �Q UP ti 2 — P c ELEV=13.03' IT. GAS PIP U k #360/2 #3/2751 0 350/5 F4 t0 51T X MARK ON GRANITE A 8 BIT. �� E B STEP q z a 3 O ; ,; / 1 NO. DATE DESC. M " k x014 cA OPERATOR CON ONC a s Z / O 11 2/08/02 GENERAL REVISIONS _ W �_ EReZ w RIG�T OF WAY 6 <¢ r / AVE 5 FT. �T ERB N �IT. ti01CC- ERB PI RGA W o¢ R BIT. CON C. UP 350 6 G' z 2 3/19/04 VARIOUS EDITS \ �� 0. GRAN PB GO ppI 3 4/13/04 VARIOUS EDITS S m>x ALL x f... ~y. W , .#.,; ^ . . W _ KA A METAL METAL s CON E` CONCFlRENOSES� U STEPS O �O. - © © x 212 M TAL P ” C F w 1 STY FREH P CONIC. �y O / CRUSHED �' a 12.8 GR L i� UP �x x c� � x W I J ad \ `� = 1' , p y 81694/1 3 \ R- 9 6( I3 U �" P tg':� \\ 'r a2 C -'I m < 11-•$.9'i a =13.1' \ �BR 1 STY M PA GATE cil i O 13=5.4'I o I n � GATE 1 A 5 m BRICK M ONC. P z o a I m J v m w 3 WANK �EN� o < w 3 w GRASS T CONC NSTRUC RE I STY CON C. N .Y PN © o a I m Q fi O \, REMAINS OF CO C. PAD Os y\' a O Z \ w I o CONIC. STRUCTURE % / 104 I N (0 I O Z W z U QI \` , WOALL "`x111 u� Q_ EERAT = 1T x p OZ U x %, m „ p Z U O O SLOPED CONC. BLOCK /MPH I+ c 3 TCN —BLOCK—WAL , �• o I �� CLF R v cXECTR RIPRAP . ___ _ RIPRAP U i 8 ti� GUAR RAIL © SWC G © MER N 3,020,1.443 w MIC I \ i CD 'c © ,1 „ I1 / -CLI 970 = CRUSHED ' 301137 UP I �11 / _ N F � � " Q G M C __ . _. c; a " o STONE x #lssa Bq§TON GAS COMPANY 2s x d EI Consultants Inc. 3 CRUSHED > > > GUARDRAIL DIESEL FUEL ,I STONE- 16J52J51126 - CRUSH \�"\ N ' ~� I \` TANK -- . - \ 1021 Main Street Winchester, Massachusetts 8 o o cPAss I oMlc NSF aa7s ,� f � � 15 ! i 01890 I N o I BOSTON GAS COMPANY RETAINING ( I �o 781 721 4000 x a CONIC WALL "PARCEL---B �� ' 8. 242f ACRES �'� y ,Q ` vi 2'�ql f BSC ar N N I !, ��V MERRILL CONIC. BASE �c z \\-- ' CRUSHED / 11 1 x \ �y 15 Elkins Street � STONE / I i $ FOR GAS TANK MH G 3k`- \ a \.� c�-1 - w AVE S D o k DHT ZONE B C J n ` o \�� ' / /PIE` L '� S`UFPOR/Ts j ', Boston, Massachusetts ZONE A4 �0 RIPRAP /G a� — J �ASE E� N 02127 IL / ' -; 0 N 3,020,112813 1 GRAY GUA DRATE P ST / ! I 111 .�' E 821,786.261 PA CEL — A— _ I m � � o -, uP) ; .. ATE Post 6178964300 x 3 # 75 �kRpR"IL G ARD AIL UM I, M © 2004 BSC Group, Inc. `° 7. 6 Of ACRES - CRUSHED G r __ — _.- L �, _ n� ` I� -- B 'STONE .. SCALE: 1" = 50' Z \ uP W I w ERG ZONE o , / 3 �ALARU = I ZONE A� C :V C. PIT ` 0 25 50 100 FEP w 3 "PONDING AREA" --� / x bb 3 r _ GRAVEL ERG �� ELEV.=8.7' ( J! 4 (GRASS IN SUMMER) \jj1P7 \ �'� `"` 15 FT. WIDE \ FILE: PRJ\1288300\BASEPLAN\1288300EC.DWG \ \ CLF WATER LINE EASEMENT CLF _ MIC lI DWG. N0: 4 CRUSHED X x x X % .X X x X X X O 3 66 IG - 8623�Tp3. / �_ ,\ STONE oMlc INFO x L FLAT FILE: FF-21 SHEET A 3 44 ` E- 432.23' MIC 188.90' MIC LF 974't GA c°a r f ,F-7' t f?k-' ,9 JOB. N0: 1 .2283.10 C-2 s a q '`_--_-----� 10 \ �� INE O \ i C r4 .!� yS�Q,� \ \ -� L''N REMOVE TO 1' BELOW -y x T O l SUBGRADE AND FILL WITH R RON� WA R LINE HI _ F 1! DENSE GRADED CRUSHED STONE GRASS �9 F r4o x e� --- - a { / ZA i' 1; TOP CON°C f •I*Q- 5� a+Ic;v1i�R A f BASE / MIC a J r40 3144a '" l \ \? 1I \ �� GAS FI — 'IV \\'------- 11 I A I T� iIf ' Qlfe®��' n I I . GRASS ` \ - Yc. NE a C N r I / -8 _. �t - - - - \ _ FOR LIQUID NAT GQAS TANK - DAT C CONC. BASE � '' O /4 , C> � ` tdF '� ti� 4 UR� " `-"' PROFESSIONAL ST - E GR - 4 't-F- r✓ fPe 1 CONC. GR 11 - '. Ir ,;. P __ - - ------- - --____ _ •_------ -- ... __ f UAAI( PIT CA _ _ _ � _ � _72 - REMOVE z � StY .... REMOVE AND -- — . . _ A_-(ry 1�1STORiC WATER LINE \ �a DISPOSE OF. [SIT. - — MASSACHUSETTS REMOVE AND CONC DISPOSE OF IRf % - REMOVE ANa �- - EROSIONCONTROL ERB _ DISPOSE OF. Y• O z fv ;' - ` ELECTRIC TYP. wX CONC. PAD r ��nnc+nntr^_ —� ERB �,.. .7H FOR GATE OPERA. - - i Q COMPANY CG ''�ca� BtT. CG' REMOVE 0 1' BELOW 4 U a Ya o ,l c� j d A i�-� __._._____- .__.-----..._. ERICE �/ s� c , SAWCUT PAVEMENT ERB SUBGRADE AND FILL WITH rk'� � NG- _�`t DENSE GRADED CRUSHED STONE � EGRANs GpP� - \ AND I STEPS 1 '0 !� REMOVE AND, _ `, r \ REBORE TO 1' BFLow -r: / C ' ^} KEYSPAN ENERGY CRUSH 1- � GF, SUBGRADE AND FILL WITH � ',-� �' Ek ., ;, DENSE GRADED CRUSHED STONE DELIVERY NEW ENGLAND x 9 r 2 x- \ LV _ 1 ST . PA ✓ \ GATE �� II,.. 1 D �n I BRICK \' BPI Ir t _ OBC. - - z �+& _ Q ,� ' \ MGP FORMER ( x I 1, m 0 i REMOVE TO 1' REMOVE TO 1' - ANK W \ BELOW SUBGR DE REMAINS Or F. BELOW SUBGRADE 1 = © �� w t \ \ I �> ELEVATION AN x CONC. ST C U ELEVATION AND �' �5 �fr m �r \\ PROPERTY CO C. PAD DISPOSE OF. l o w \ 9 f� DISPOSE OF. REMOVE AND 10 c , z W.. 1 \ 20 PIERCE AVENUE 101 DISPOSE OF. r Z, ¢ LECiRIC O Z- I ..\ a ENERA R 1 I N N0., \ A� TCH l_) f �(1 O _ -?9 � � \ � � IN 2,9- I �,jal do : - - K R SALEM y \ �\ MASSACHUSETTS �RUSHE( REMOVE AND �� 20 ' t c\ ` STONE DISPOSE OF. ��'S -�L j \ �t\ +l\ 1l, (ESSEX COON [ _ H l'^y r US ED � , r GUARDRAIL -�-.' �/ - REMOVE TO 1' BELOW ' DIE;`-� 1 I { TP.' SUBGRADE ELEVATION GR DISPOSE OF CONC. WALL. w , 2004 1 i ---� {JJ i i� / 1 APRIL 13 t \ PREVIOUSLY REMOVED BY + I 15 P J 9 OMIC , REMOVE AND OTHERS ��` , Ij I, 1 4 \\ DISP OSE OF. {� O I,;, cs 1 11I � � � t REVISIONS: DESC. dv \ CRUSlHED CONC. BASE i �1�.�1�L ,�� fOP, GAS TANK 1' - f'� f � �D Q •X ZONE SUP - _ = c� ZONE A4 r,� � R �— _ rY �.,.1 I W .� � 0 i 'G E P �J W R AIL EROSION l � � f CONTROL �l + f ERG - _ ZONE B .__ -- - ii s ! � I � PLAN j f "PONDING AREA" - --� 9�5 ; — ZONE r :;=RAVEL I t ' 1 GRASS IN SUMMER / x I c > f — —_ _ __ CLF _ _ ' _ �G,� _� MIG J / GEI Consultants, Inc. CRUSHED x x x \� x � x _ - x INF O o i 1021 Main Street ° STONE OM1C — ' m I GATE \ J � I - _ Winchester, Massachusetts _ / / / Winche r M husetts �l VEGETATED WETLAND ----- - .. .. .. ..-.. -------- - - - - - - ° \ 01890 781 721 4000 s a i i � BSC GROUP J STEEL TON m 1, j 'g j ELECTRIC POWER , , 9 \ i / / , p TOWER15 i \ STEEL 9~ °} ,'N\ ` tt Boston, Massachusetts o TOWER : ST L �"r% (' 02127 e Ef ECTRIC + 7� � x TO ER Q � I ' � 6178964300 8 - \~ ; HIS,=� TENSIO'J tl, F = N OH HIGH TENSION WIRES STEEL \ I w TOWER 2004 BSC Group, Inc. x / 17 SCALE: 1" = 40' \Sj , o Q W c O �TLAND N PL.ASTfC c �� rl �\/ l �, RAVEL _ SONE 10 0 20 ao so �� Pg Q\� / / ( � FILE: 1288310/DESIGN/DWGS/1288310ER E-1 r VE95TATE10 WETLAND��?'I = 5 DWG. NO: C-016-1 —� a FLAT FILE: CFF 026 GA,TF / JOB. N0: 1 .2283.10 C3 N 4 a T C f 1-4 NOTES: 1. WHERE LIMIT OF PAVEMENT AND LIMIT OF CRUSHED STONE ARE SHOWN WITHIN A FEW FEET OF LIMIT OF LINER, THE LINER SHALL EXTEND TO �fF S S �q TE I \- -'Z / THE LIMIT OF PAVEMENT OR CRUSHED STONE. 9 2. CONCRETE PAD, CONCRETE PIT, AND OTHER LOADING AREA IMPROVEMENTS TO BE DONE BY OTHERS UNDER SEPARATE CONTRACT WITH THE EXCEPTION THAT THE SUBGRADE PREPARATION OF THAT AREA IS TO BE INCLUDED AS PART OF THIS WORK. 77 110 \ \\ 0 / 3. JERSEY BARRIERS TO BE INTERCONNECTED WITH STEEL PINS. \ \ SINEVf u� GRASS {— s4..; DAVID GIVILJ LARGA ��a� CTV go M I C �� No.31448 '" _O I 7 If \ETALiSVVV�°6, IA* 2 GRASS 15 x �l . . sr�aa 4�e 778 — — n CRUSHED MIC --U- �C �\ � STONE PROFESSIONAL SDATE RNC.D DRIVE PIING BIT. GARAGE. . . . . . . . . . . . . . . . . . . . . ..@. . . . . . . I r I CONIC. DRIVE PAVEMENT, P�, i ® ONS. ORSTANT_24' WIDTF1 -- X X - - ---- -17151t7ft1\WATER LINE �\ v> C) BIT. CONIC. PAVEMENT. \ 9 F,— �� k MI CONC.JBLOCKIT' I # — — . — MASSACHUSETTS ORK AREA Q� ® ® ® BIT. CONIC. PAVEMENT w a CON Y BIT I m ELECTRIC z \ � ° ERB x 11 I 1 CONCRETE I i COMPANY `. c ® © (G� E BIT. CONIC. ERB ERC.F AVE Cwl SAWCUT PAVEMENT I giT. CONIC. ERB (-- .`UMIT OF LINER, TYP. - GRAN J I�L� I \ AND O D — -��=I © x - c ME -- STL -- O 11 LGI I I �}}��STY 1 STY I 1 1 J z( BOLLARD, TYP. 1 R4ETAP SrePS CONIC. r I -{ PAD AND D- 6ONCl CONCRETE I KEYSPAN ENERGY �S L---- _ PAD AND CONCRETE P � U CSTQNE° --- -- GA PIPE x X I DELIVERY NEW ENGLAND ci- II GRA BY OTHERS. \ I wx BIT. CONC. PAVEMENT ) I PRECAST CONCRETE L-x-i I wl I I 1 2 S 11 I I JERSEY BARRIERS, TYP.of LOA AF- `I _ a l AND 13.1' J BRIC 1 STY M I I w ; I \ M FORMER m O I �I I SEED II p m� co BRICK I oz 3 o ® jII II \ MGP GRASS 1 STY © In CRUSHED 0 CONC- C) o i PROPERTY1STONE W U z NII O IQ W i o ® ® m I I J- I I N 20 PIERCE AVENUE 14VQ IIQ SII ® G M O I ❑ _: WORK AREA ftf3 I I N tf IN I O g vI� M ERR O O j �— \ _._-___—.--_' I I SALEM ---� ' \� LIMIT OF BIT. \_ / o I I MASSACHUSETTS N I I C SHED LIMIT OF LINEIjMIC bNEx CONC. PAVEMENT ^ �' 0X0 ED UMi CRUSHED STONESH 2 I I N (ESSEX COUNTY) C 1 TO 1 I GRASS I 1 PRECAST CONCRETE I I W APRIL 13, 2004 0C JERSEY BARRIERS, TYP. 2 I 15 10 IIx 1 REVISIONS:II � \ I i 1 i--12 �, rn NO. DATE DESC. s I I 1 \ BI CONC. PA M T I CSTmNED CRUSHED I RILL E 0D I I x 1ZON 0 JET IT 16' WIDE i1 t x.10 CD o NE 4 ' J � cP � C RIVEW it STONEAV 10 m QW I 8 LIMIT OF CRUSHED STONE �� LAYOUT AND z �, I � / � _ • �- r _- _ � l � MATERIALS _ - ZON 8 _ - _WORK AREA E . B _ _ PLAN S --- "PONDING AREA" ---� Q BIT. GONG. PAVEMENT ® ® I (GRASS IN SUMMER) ERG •w �� o� \ III CRUSH® I x --- I —) ® _-_ _ _. - -_ ® — \ MIC \ CRUSHED GEI Consultants, Inc. I I ED x x x x x x x x x x O STONE I / 1®21 Main Street /I �� (I sTONF r UMIT OF LINER, TYP. INFO 14' WIDE I ( GRAVEL \ Winchester, Massachusetts L - - - - - - - - - - - - - - - - - - - - - - - - - ------ - - - - - ONE - - - _ - - - _ =====-- = —=----_- -_--- -- - - - 781 7214000 CRUSHED ST DRIVE 01890 VEGETATED WETLAND — — — — — — — — _ — — — U 1 ( I STEEL TON _,:_a:. BSC GROUP o / ELECTRIC TOWER 15 Elkins Street , 8 w O TOWER ® I TSTEEL OWER 8 9 ST �L no � N 1, �t Boston, Massachusetts O ELECTRIC TO ER 02127 TOWER OH HIGH TENSION WIRES 617 896 4300 OH HIGH TENSION WIRES STEEL Qq TOWER Q VIA © 2004 BSC Group, Inc. l D EEL \ i SCALE: 140' 9 w OWF _ / o O AND 0 20 40 80 Ima 3 � �GF�P �- RAVELS FILE: 1288310/DESIGN DWGS/1288310LM ERB AIEO WTLAND tRG o + 5 \ DWG. N0: C-016-2 9— / / \ FLAT FILE: CFF-026 Zr 8 5 JOB. NO: 1.2283.10 a a DRAINAGE PIPE SCHEDULE DRAINAGE STRUCTURE SCHEDULE NOTES: .. LENGTH SLOPE PIPE MATERIA ' - FROM TO (FT.) (FTIFT) '�,SIZE(IN.). L DMH1 _ aMH6 - _ __. DMHtt - _. -- DICB1 - - ,C68 DICB15 `V / 1. EXISTING UTILITIES TO REMAIN IN SERVICE THROUGHOUT CONSTRUCTION. DICB1 DMH7_ 92 _ 0.008 15'HDPE RIM= B.60 RIM 1060 RIM = 10.40 THROAT= 8.00 _) RIM = 10.00 THROAT= �- _ -- - --- _ -- -- -- - - - DICB2 DMHZ 98 0.005 17 HDPE !(DICB1)= 5.01 IIN(CM H5)- 562 IIw fDMH10)= 2.26 RIM= 9.17 bur= 6.00 RIM = 1 -� - �- = - _ __� .. _ _ �_---�� 2. ALL DRAINAGE PIPE AND STRUCTURES TO BE WATERTIGHT CBs DMH3 98 0.020 12;HDPE N VOR1)= 1.04 lour= 5.75 lour= CONSTRUCTION. DIC83 DMH2 84 0.020 12 HDPE ( -( // DIC82)= 5.51 IIN(C69)= 6 19 I, CBa DMH2_ 6 0.020 12 HDPE bur- a.7s bur- 5.5z �r(ouTtp a.5a �9 -�- 3. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION, SIZE, INVERTS _- DICB2 RIM= 10.25 DC81 _3-- . . . / ce8 DTII 32 0.005 12 HDPE 10 0.005 12 HOPE _ _ = 8.50 bar= szs Rea= AND TYPES OF EXISTING UTILITIES. WHERE AN EXISTING UTILITY IS FOUND CB9 DMH5 12 6005 12 HOPE wM= 13.45 RIM - 10.00 RIM= 6.42 RIM 6-00 bar= ? TO CONFLICT WITH THE PROPOSED WORK, THE LOCATION, ELEVATIONS AND CBB OMH4 32 0.005 12 HOPE DMH2 _ DMH7 DMH12 THROAT- --HOPE. --_ - (DMH1)- 3.49 I,N(CBto)- 0..75 yN(DICB74)= 6.42 Iour-. s.o0 talo x _2._---� / SIZE OF THE UTILITY SHALL BE ACCURATELY DETERMINED WITHOUT DELAY (DLII- 6.63 I 4.65 N(DC81) 4.83 RIM= 9.00 OUTLET1 N� BY THE CONTRACTOR AND THE INFORMATION FURNISHED IN WRITING TO THE (DIC63)- 4.82 4N(CBit)= .4 IN(CB4) CB11 DMH7 50 0.005 12 HOPE - _ our= IWT= 4.73 DIC63 bur= 5.00 IOUT= co � � OWNER'S REPRESENTATIVE FOR THE RESOLUTION OF THE CONFLICT. CBtt DMH7 4 0.020 12 HDPE - - CB12- DMH8 8 0.020 12 HDPE buT= 2.99 THROAT= 9.00 DMH8 DMH13 PoM= 10.17 C611 OUTLET2 CB13 DMH3 20 6020 12 HDPE / 4. RIM ELEVATIONS OF PROPOSED MANHOLES AND ASSOCIATED DICB14 DMH12 14 0.020 12 HDPE DMH3 RIM = 10.90 RIM = 8.eo bur= 5.50 wM = 9.50 bur= STRUCTURES ARE APPROXIMATE. FINAL ELEVATIONS ARE TO BE SET FLUSH DlCB15 DMH13 10 0.020 12 HDPE RIM 10.60 - IIN(OM H6)= 5.21 I,N(DMH12) 3.57 bur= 5.50 DCB1 DMH12 84 0.005 18 HDPE (DMH2)= 2.33 IIN(DM H7)a 4.48 IN(Dx�15)= 6.20 _ --CB4 _ VOR1 (MC AND CONSISTENT WITH THE PROPOSED FINISHED GRADES. ADJUST ALL - - ---- ---- OTHER EXISTING UTILITY CASTINGS AND STRUCTURES FLUSH AND DMH2 DMH2 253 0.005 18 HOPE N(C65)= 5.60. 6N (C812)= 6.13 lour= 3.47 PoM= 10.25 C812 RIM= CONSISTENT WITH THE PROPOSED FINISHED GRADES. DMH2 DMH3 132 -.L 0.005 24 HDPE lour= 2.13 IouT(DMH9p 4.23 IOUT= 6.75 RIM= 10.25 IN= _ DMH3 DMH9 145 0.005 24 HOPE --- - 5. OUTLET1 AND OUTLET2 SHALL HAVE TIDE CHECK VALVES. _. -1. DMH14 bur= 6.25 bur= / �-- / DMH4 DMFI9 102 0.065 _ 12 HDPE q,�Ha q0.Hg(6'pq.) RIM- _ 9.00 _ __ __ CBS / 1 � UMH5 DMH6 46 6005 12 HDPE _._ _._ - ---- _.- RIM= 10.80 RIM= 10.25 IN(DMH13)= 3.38 RIM= 10.00 CB13 VOR2(MC DMH3- DMH8 52 0.006_ 12 HDPE -- - 6. FINISH GRADING SHALL BE AWAY FROM BUILDINGS AND STRUCTURES AND __. IIN(CB6)= 6.59 4N QDMH3)= 140 TOUT(VOR2)= 3.28 IOUT= 6.00 RIM = 10.00 RM= DMH7 Oiarla 34 0.005 12 HDPE -- �_ SHALL NOT CREATE ANY LOW POINTS WHERE THERE IS NOT A PROPOSED N(C87)- 6.59 IN QDM H4)= 598 k�IT(DMH15) 4.06 bur= 6.00 IIN= DMH3 124 0.007 1s HOPE buT= MH gPN DRAINAGE STRUCTURE. OMH10 10 0.008 ! 24 HDPE bur= 6.49 yNQDMH6)= 336 _ C86 - , OP „- = 7. CONTRACTOR TO VERIFY VORTECH MODEL SIZING OF ALL STORMWATER VOI 2 6020 18 HDPE 4N (CB13)= 5 60. DMH15 RIM= 10.00 DICE 14 R=10.0 111 0 ' C S�P H DMH10 DMH10 DMH11 6 0.008 24 HDPE DMH8 - -- 1ouT= 130 RN1= 9.00 Iour= 6.75 THROAT= 8.70 12= 8' - �- TREATMENT STRUCTURES WITH MANUFACTURER FOR PROPER INSTALLATION -� DMH11 OUTLET1 30 0.008 24 HDPE PoM= 10.25 I,N(DMH14)= 4.01 RIM= - 9.87 OF 80% TSS AND FOR REVIEW BY DMH12 DMH13 194 0.0.05 10. HDPE N(CB8)= 5.95 DMH10 IIN(VOR2)= 3.20 C87 bur= 6.70 --- CB, 3 P� PROJECT ENGINEER PRIOR TO STA AND OPERATION FOR THE REMOVAL 0 -- -8 0.011 - - 18 HDPE b�= 5.85 RIM= 10.30 out 2.70 RIM= 10.50 R=1 - i. G� k` RT OF CONSTRUCTION. DMH13 DMH14 s DMH14 VOR2 2 0.020 15 HDPE � �j OAVI E.vARGA y1 -5 6011 18 HDPE Iou7KVIN 9)= 1.22 our= 6.75 8. BITUMINOUS CONCRETE FINISH GRADE SHALL BE PITCHED A MINIMUM OF p DMH15 DMH15 s IWn(VOR1p 112 /- � I� \., 1% AWAY FROM BUILDINGS AND BE DIRECTED TOWARDS DRAINAGE i DMH15 OUTLET2 200 0.005 24 HDPE - _ _ VOR1 DMH11 2 0.020 18 HDPE bui(IDMH11}- 2.31 / ,� - 0.31448 S 4"Pvc y ? =9.83' �� STRUCTURES. �o gC/g A VOR2 DMH15 1 2 0.015 15 HDPE GR' U- e, = 3pp x TOP CON^. 9. CONTAINMENT AREA TO BE FILLED WITH EXCESS MATERIAL FROM SITE �� CB10 M GO BASE GRADING. FINISH GRADES SHOWN ARE APPROXIMATE. ACTUAL FINISH DMH / GRASS \\ 1 0 1 ' - - N GRADES SHALL CONFORM TO MATERIAL AVAILABLE ON SITE. PROFESSIONAL S P DATE R=9.70' J OUTL 1 _ � x As PI -,� 11=5.4' �/q I 4 1 / v NES 10. FINISH GRADES ADJACENT TO CONCRETE PADS SHALL BE NO HIGHER 12=5.2' UP 8 r 7-7-- THAN OTHER INVERTS x11.00 GB11 // THAN CONCRETE PAD ELEVATIONS. NOT SEEN � GRASS P� � ' _ ' , - GRATEII 4 � ' �� 11. SPOT ELEVATIONS SHOWN ADJACENT TO STRUCTURES ARE ELEVATIONS MASSACHUSETTS x10.50 DMH7" 0:30 GARAGE DMHi AT THE EDGE OF THE STRUCTURE. CB �c 1 STY . . ,� o ' x �9 X� VOR CB12 r ,° - - - -_ - �I�romc�WATER ELECTRIC =9.19, , UP x P O v x CB CONC. BLO K 13 a x10.60 DMH -5.5 #350/2 v UP WORK AREA ti p� 4 2 - a 8 1 6 6A #360/2 '#3/T- - 0 0.9 x x H10D D �- D 1 BILc1 Nc. J COMPANY 12" G. 1996 11 3 11 3 -- - D DMH9 AND D 'V w ERGo B VC,v G -- DM EL 8' 1 Rz 35' Q a z w G E �_ ELEV= �1. w I=$0.5. 11.54�� 3 o W \d W W W - BIT-G NC. ERB --- a " / w s 2 sA�coTPAvIENT� 11.20 2 . 10. C� � '� I y KEYSPAN ENERGY � VE - � el�co �� x11. FF HARowoo cBs 15 DELIVERY NEW ENGLAND G CR SH D c C _ _� EL-12.8 G x 212 _ 1- x C O __ R=9.10' m CB ` S �o� R- ,8' / 11. 10 9 q 1 - GAS PIKE - � \ FORMER ti a W R=9.16' 1.50 DMH w I 1=5.7' QI I I x 11 �vx12.00 HP = .1 x1 1.20 . 10 94-/ x x 9.46' w " PIP o1. 10.9 o I--xJ =5.9' 10+41a 1 �� ° BRI OS 0 i'I f 0 �u MGP =1.2 I i II=13.1 c 3 1 STY M 11.75 �1 \ PROPERTY =5.4' y o I 9 if , o m BRICK - 3r1Y'30 x11.30 I I z } 1 I o 9.75 10.0 o GRASS \x11.50 CC�6 w 1 STY m 25 20 PIERCE AVENUE � � I o " � /DMH44 11. CONC. 10.9 CBB \ aJS 1 1 z IN I 10 9 II I DICB 1 DM Ff C C C67 11. 0 19 10.7 NO SALEM ePs"s2 10.00 ex o D c64 MASSACHUSETTS c, zow O 29 WORK AREA - 2g � � ti0 � I g I x11. 0 .9 x10. - - - - - - O _ a, 1I �o - - 11. - G (ESSEX COUNTY) _ CRUSHED x11. 0 x11.50 x11.75 x12.00 UP 0..p a- 10.OQ#nNE O x may` x1 .5 � I I #1694 Orp ryry LO- p 1) ( APRIL 13, 2004 I c� \ 2 S >> S ED � �� A II I GRASS +10 4 `9.oJ U? � X T ---� OH ti I � a 1 REVISIONS: 9� 7 x9.80 C ,, I #44 N I �C d l OA 5 I N0. DATE DESC. I ING ._(_ �0 .30 9 \ x1 .25 �� N C CONTAINMENT AR \gyp i 0% I � A 9 '5 �x I I I D. , ' - 12 x21 rn MH WI 9 :80 1015 I 1 =9.73' w X .80 1� �\ 11- 2 DMHZ �S f/ LL R=9166 CRUSHED �4 o H w S D 1 x M G v 9 1 cn ZONEI i �, � ,�-° • ZONE 4 �o � \ � � � ryti ' !I J ; I �� GRADING AND 8 ' o UP 10.50 - 3�_ � � � _-- -- =_ ' ; ; ' ," I � DRAINAGE �i - i �` I 00 x8.50 o I N 3 \\ - PLAN Q Dc6 _ - - \ E ~ / -� -_- �- x I ! --- --8j 10 ALARKA o `0 -�- WORK AREA - --- _ �__ I h Y 174 \ (GRASS IN SUMMER) , x9. x 9f5 9 I I - D o D DMHZ \ - / t I GEI Consultants, Inc. m I cel o PONDING AREA DMH12 D _ 0 -- x9.00 -. I s N # \ ' DICBI D DMHt 0 - DICB2 x9:50 J x9.5 g" T.S. DICB14 VOR2 8 80 ' 1021 Main Street M ti \ g 5 Xg�p- x8.25 x8.50 x8.7 *8.7,5 x9.10 W x 0 x9.10 DIC615 x8.70 \ \ I Winchester, Massachusetts � � �' 01890 781 7214000 w CRUSHED x l l I I I � I STONE OMIC x- - x w w8, - w x 9 -�,.-- x x x x40 x I (x9.00 N ti w 9 -�- 9 BSC GROUP VEGETATED WETLAND x8_50 Mx9 25 - - 8 6 - - - a x 0 x9 5 C MIC x9.25 x9.25 x 80 x9.00 I ti / FINISH GRADE SHALL I SEE DETAILS FOR-BERM II / / -15 Elkins Street GRADING ALONG FENCE / MATCH EXISTING GRADE l I I Boston, Massachusetts I = ALONG SOUTHERN FENCE STEEL 0 I� Cg _ ELECTRIC TOWER POTENTIAL / \ , 9 1 I I ' 02127 4 W=8.61 ' 0 TOWER o DEWATERING STEEL I 9 m 00 II-7 J o 6178964300 TOWER 0 7 �" 3 UP AREA �� ST L n 7 v ELECTRIC 8-f 0 0� } TO ER / © zoD4 BSC Group, Inc. TOWER OH HIGH TENSION WIRES rn BVI OH HIGH TENSION WIRES STEEL I II / SCALE: 1" = 40' TOWER 8.2 1 (7� / / /LO M A 0 20 40 80 rECT TELL x s ti w OWER f/ / FILE: 1288310/DESIGN DWGS 1288310LM �TLAND 8 8 / G. NO: C-016-3 .=9.80' w I v FLAT FILE: CFF-026 g JOB. NO: 1 .2283.10 a 3 N Q�� a WEEPHOLE 001-- • . •;�•..:°. ALTERNATE TOP SLAB, y `� �' NOTE: ••.l .• 6 REINFORCED TO MEET / 1. WEEPHOLES SHALL BE 4" PIPE OPENING MANHOLE FRAME & COVER ' H-20 LOADING 1 WITH 1/4" MESH, 23 GAGE, GALVANIZED SET F AME IN FULL WIRE SCREEN COVERING; 2 CUBIC FEET OF MANHOLE RUNGS TO BE BED OF MORTAR \ DENSE GRADED CRUSHED STONE SHALL BE DROP FRONT STEEL ADJUST TO REQUIRED GRADE l PLACED AROUND EACH WEEPHOLE; EXISTING PAVEMENT REINFORCED COPOLYMER W/MIN. OF 2 OR MAX. OF 5 , WEEPHOLE INVERTS SHALL BE LOCATED AT POLYPROPELENE „ BRICK COURSES OR EQUIVALENT THE ELEVATION WHERE THE GEOSYNTHETICS :• 2'-O"± 1 •• DIMENSION WITH REINFORCED ` MEET THE STRUCTURE. "8 DIA. ' cv ••` • NCRETE COLLARS. WEEPHOLE 2"x7"x4'-6" OAK POST : . (TYP.) SINGLE OR DOUBLE FRAME AND GRATE TO ® 8 -0" (MAX.) O.C. ATCH BASIN FILTER BASKETS SHALL BE Lj RECAST REINFORCED CONCRETE OR APPROVED EQUAL. ( ) OUSED AT EXISTING CATCH BASINS w BE LeBARON LK 125 (3 FLANGE 6” HIGH) LOCATED WITHIN PAVED AREAS. SEDIMENT CONTROL w H. CONE SECTION o d FABRIC I MIN. 0.12 SQ. IN. STEEL PER F REINFORCED TO MEET H-20 HAY BALES TO BE STAKED HAYBALE PROTECTION OF CATCH BASINS o � VERTICAL FOOT, PLACED °p t -'' LOADING 3' MAX. 2-2"x2" WOODEN STAKES THERE B NO D WITHIIN THE SITE WHERE �I 4'-0" f1" DIAMET ACCORDING TO AASHTO ' DESIGNATION M199 SINGLE OR DOUBLE CONTINUOUS HAY BALES ,-MORTAR ALL JOINTS N GRATE TOP SLAB EXISTING GROUND _ - CONSTRUCTION J %_ HEIGHT OF ALL PIPES SHALL USE OCATE HAYBALES ALL PIPES SHALL USE WATERTIGHT SIDE 4--4"-6" �'^ � < AS SHOWN RISER SECTIONS ' 1" CLE R WATERTIGHT GASKETS AT w WEEPHOLE-� VARY FROM 1' TO 4' �: " GASKETS AT STRUCTURES STRUCTURES it • 4"CLEAR /- } f� 1" CLEAR CLEAR OUTSIDE OF 6" MIN. ATCH BASIN CLEA OUTSIDE OF PIPE " GRATE „ 5 MIN. " " PIPE & 2 EARTH BACKFILL �_ 5 MIN. -6 MAXIM +2 CLEARANCE III HEIGHT OF — CLEARANCE UNDISTURBED SUBGRADE ` r I ; #3 BAR . :,�. .�: PROVIDE "V" OPENINGS 4' sn , maE� aas4. RISER `qH CF CEMENT CONCRETE CLASS "A" SECTIONS a MORTAR ALL JOINTS /2" MIN. VARY FROM DAVID E.VARGA ml TIE HAYBALES 1- 3 BAR AROUND OPENINGS 1-4 FEET d clvu „ �n CATCH BASIN GAS TRAP TO BE No.31aaa " r FO PIPES 18" DIAMETER 5 MI NEENAH R3704 OR APPROVED TOP AND BOTTOM 4 AND OVER, 1" COVER EQUAL O�®9FC,�TEp�® e ; ° _ e' 5" MIN. PIPE OPENINGS • . �Fss�ev�c �� --� FINISH TO BE PRECAST "' GRADE ° iv IN RISER SECTION. , �✓l�-4 1" CLEAR ' ' ° ' V\_12" ° ° �`� DENSE GRADED CRUSHED STONE PROFESSIONAL STA DATE JOINT DETAILS � PRECAST UNIT SILT FENCE WITH HAYBALES CATCH BASIN INLET PROTECTION DRAIN MANHOLE EN EF GRADED CRUSHED STONE CATCH BASIN DETAIL N.T.S. DETAIL N.T.S. DETAIL N.T.S. DETAIL N.T.S. MASSACHUSETTS ELECTRIC END SECTION WITH TIDE CHECK VALVE TRENCH WIDTH DATA NOTE: COMPANY 1. WEEPHOLES SHALL BE 4" PIPE OPENING CRUSHED STONE PAVEMENT TRENCH WIDTH, Ws OR Wu „ WITH 1/4 MESH, 23 GAGE, GALVANIZED AND WIRE SCREEN COVERING FINAL GRADING D Wu Ws 2 CUBIC FEET OF RIPRAP STONE SHALL DIAMETER OF PIPE UNSHEETED SHEETED DENSE GRADED CRUSHED STONE SHALL BE a WEIGH NOT LESS I PAVEMENT PLACED AROUND EACH WEEPHOLE; DROP INLET CATCH BASINS TO HAVE KEYSPAN ENERGY o THAN 50 POUNDS AND DENSE GRADED CRUSHED AS REQUIRED 12" AND SMALLER 3'-0" 4'-2" WEEPHOLE INVERTS SHALL BE LOCATED AT PRECAST DROP INLET DELIVERY NEW ENGLAND NOT MORE THAN TWO THROATS EACH ON OPPOSITE W 125 POUNDS STONE AS REQUIRED rT THE ELEVATION WHERE THE GEOSYNTHETICS SIDES OF THE STRUCTURE a- 2.1 3 2.1 _ COMPACTED DENSE GRADED CRUSHED STONE MEET THE STRUCTURE. THERE SHALL BE A 0 JJ EXIST. GROUND AS REQUIRED MINIMUM OF 4 WEEPHOLES EQUALLY SPACES PROPOSED GRADE FORMER _j SURFACE AROUND THE STRUCTURE. F- GRAVEL BORROW MATERIAL TO BE MGP to MATCH EXISTINIG COMMON BORROW MATERIAL COMPACTED IN V LIFTS. 2'-4„ THROAT . , ' SLOPE COMPACTED IN 1' LIFTS. I SHEETING, IF USED, SHALL BE LEFT o 2 DIA IN PLACE, BIELOW 12" ABOVE PIPE PROPERTY 10'-WIDE OUTFALL FOR R.C./HDPE/D.I. SEWER TRENCH WIDTH I CROWN, EXCEPT WHERE OTHERWISE 3�4' _ v PIPE SELECTED COMMON Ws Wu INDICATED O)R DIRECTED 6" CONC. SLAB Cq � ff. 4'—O" CL CHANNEL FILL MATERIAL SHALL BE Ws/2 Wu/2 _ !� o EEPHOLE T LINE OF NARROW TRENCH LIMIT ao w 20 PIERCE AVENUE THOROUGHLY COMPACTED w '. PROVIDE "V" OPENINGS IN 5' 5' w ±1 DIAMETEREXISTING GRADE PAYMENT LIMITS FOR ¢ TCH BASIN 6' DENSE GRADED NO LEDGE OR UNEXCAVATED NORMAL EXCAVATION 1" CLEARHOOD °� OUTSI CLEARANCE PIPE SALEM CRUSHED STONE MATERIAL SHALL PROJECT 18 MIN. DEPTH 1 �_ BEYOND THIS LINE eFOR GRADEDPCRW HED STONE PIPE,SALL DENSE z ° SHAPE CHANNEL AS CATCH BASIN FRAME —� MASSACHUSETTS REQUIRED L D ° ° g PLACED AGAINST UNDISTURBED SIDES & AND GRATE MIN. 0.12 SQ. IN. STEEL PER MAXIMUM SLOPE g - • BOTTOM OF TRENCH TO MID-DIAMETER 5" MIN. 1 VERTICAL FOOT, PLACED (ESSEX COUMIY) SECTION A-A 6" MINIMUM IN LEDGE ACCORDING TO AASHTO OF PIPE EACH DROP INLET THROAT TO HAVE A o MINIMUM OPENING OF TWO SQUARE FEET -I •` DESIGNATION M199 PAYMENT LIMITS FOR MORTAR ALL JOINTS APRIL 13, 2004 ROCK EXCAVATION I PIPE * HEIGHT OF RISER SECTIONS ° �� 12" OF 1 1 2" VARY FROM 1' TO 4' DENSE GRADED CRUSHED STONE REVISIONS: EXCAVATION IN LEDGE T EXCAVATION IN EARTH NO. I DATE DESC. RIP RAP OUTLET UTILITY TRENCH DROP INLET CATCH BASIN DETAIL N.T.S. SECTION N.T.S. DETAIL N.T.S. STORMWATER STRUCTURES DETAILS GEI Consultants, Inc. a 1021 Main Street ester, Massachusetts 01890 7214000 U m a _ BSC GROUP 15 Elkins Street s Boston, Massachusetts c 02127 a 617 896 4300 0 " © 2004 BSC Group, Inc. Iu SCALE: AS NOTED S m N FILE: 1288310 DESIGN DWGS/1288310DET N 4 g DWG. NO: C-016-4 FLAT FILE: CFF-026 2 C6 JOB. NO: 1.2283.10 g IL 2" BITUMINOUS CONCRETE EXISTING PIPES F (TOP COURSE) NEW GALV. ANGLE f. 3" BITUMINOUS CONCRETE f FRAME (2" x 2" x ' 5/16" L) (BASE COURSE) r'. OUTER FENCE NEW CONCRETE PAD WITH W.W.F. is i 3" TO 6" A -1 A I 12" 12" 12" LAYER OF DENSE o °°° GRADED CRUSHED STONE " „, NEW PAVING ° (M2.01.7) MHD STD. SPECS LA I ; ..:•o.•.;u:: :•: .t.48" THICK MINIMUM LAYER OF 'L FOR HIGHWAY & BRIDGES DENSE GRADED CRUSHED STONE --T8 ^ ' °~ 1 I, eo (M2.01.7) MHD STD. SPECS FOR C�oQQ° 3 HIGHWAY & BRIDGES o 18" <:• e. 1, _ I Ilia 11 11 lm �rrr UNDISTURBEDGRAVEL (. EXISTING SEE PAVING DETAIL } GEOTEXTILE CUSHION LAYER �G SUBGRADE AT BLDG. SIMILAR ELEVATION GEOSYNTHETIC CLAY LAYER : ti GEOTEXTILE CUSHION LAYER BY FIELD GEOCOMPOSITE GEOSYNTHETIC CLAY LAYER UNDISTURBED EXISTING GRADE GEOCOMPOSITE NOTE: L12" - REMOVE 12" TOP LAYER OF SOIL - COMPACT EXISTING SOIL IN 6-INCH LIFTS WITH I' FOUR PASSES OF A VIBRATORY COMPACTOR PROFESSIONAL STAMP DATE IMPARTING AT LEAST 2000 LBS. FORCE. 10" l SECTION A—A PAVEMENT SECTION TERMINATION OF GCL AT MEC/KEYSPAN FENCE DETAIL OF PIPING SUPPORT MASSACHUSETTS DETAIL N.T.S. DETAIL N.T.S. DETAIL N.T.S. ELECTRIC TOP OFF W/ ��` OFFICE BUILDING COMPANY CONCRETE 7-1 48" OPNG. WALL AND KEYSPAN "t 6" CONCRETE FILLED f STEEL OR CAST IRON { PIPE, U.O.N. I 38" F' 0 2" BITUMINOUS CONCRETE i i METAL PLATE HATCH RIPRAP SLOPE FORMER .� (TOP COURSE) 44" A I A 2" BITUMINOUS CONCRETE n " 3" BITUMINOUS CONCRETE } ( I (TOP COURSE) DO NOT DISTURB MVP I Q�� " �� o (BASE COURSE) L ----� 3" BITUMINOUS CONCRETE SLOPE PROPERTY 12 THICK MINIMUM LAYER OF UNDISTURBED (BASE COURSE) EXISTING FINISHED PAVING DENSE GRADED CRUSHED STONE SUBGRADE 1" (M2.01.7) MHD STD. SPECS FOR PLAN ° ° 00°° o°oo ° WAITE STREET HIGHWAY & BRIDGES a ° ° ,oho, GRANITE LINTEL SM, — — /77 BE—:Y0_N.D—----- -------- ° ; 8 °ff° IN DENSE GRADED Z8" DENSE GRADED ° 'a 'o ° o° �� CRUSHED STONE ° ° SALEM CRUSHED STONE a` :�:v �° s„ n ,�•.. " ° GEOTEXTILE CUSHION LAYER m a. a: GRANITE CURB "`''" " ' `" " `� `` ` f/-4 1/2 OPNG. BEYOND MASSACHUSETTS GEOSYNTHETIC CLAY LAYER -1Jj-11 ¢ a" I J I - - - .. i Tf .•a,'... • 'a - n iii—iii III �i, �,014 (ESSEX GEOCOMPOSITE GEOTEXTILE CUSHION LAYER a a DRY BENTONITE OPENING <; COUNTY) BITUMINOUS COATING - - - BEYOND GEOTEXTILE CUSHION LAYER GEOSYNTHETIC CLAY LAYER a�' a i i i i i MARCH 22, 2004 F . . BELOW GRADE e•, ee NOTE: GEOCOMPOSITE - REMOVE 12" TOP LAYER OF SOIL °.,: �- CONCRETE BASE SEE PAVING NAIL MASONRY WALL GEOSYNTHETIC CLAY LAYER - COMPACT EXISTING SOIL IN 6-INICH LIFTS WITH ?'c AT BLDG. SIdILAR .n. FOUR PASSES OF A VIBRATORY COMPACTOR 6" ?. ::'.a ':.° .•'.' - - - a::• GEOCOMPOSITE REVISIONS: IMPARTING AT LEAST 2000 LBS. FORCE. NOTE: -�-T-� N0. DATE DESC. I PIPE SHALL BE PAINTED SAFETY YELLOW WITH SECTION A-A CATALIZED EPDXY PAINT GRAVEL SECTION DETAIL AT BOLLARD DETAI'_ AT HATCH OPENING DETAIL OF PAVING AT TOE OF HILL DETAIL N.T.S. DETAIL NI.T.S. DETAIL N.T.S. DETAIL N.T.S. 6 BY FIELD CONC. CURB REINF. WALL ABOVE 8" " WITH W.W.F. (4 SIDES 2" BITUMINOUS CONCRETE 1 TTP' E.E. IN CENTER OF WALLS) n /� n (TOP COURSE) C A P P I N G 3" BITUMINOUS CONCRETE 2" 8" i (BASE COURSE) DETAILS o' o °��° - 4" RIPRAP SLOPE CONCRETE OR a EXISTING EQUIPMENT I MASONRY ° ° — _ FOUNDATION PAD 4 FOUNDATION . _ �. -- ._._ -- ---.. _ -- 8" DO NOT DISTURB 12" DENSE GRADED f SLOPE GEI Consultants, Inc. I so CRUSHED STONE 1021 Main Street °fib$ FILL VOID O DPIPESBLE PLAN Winchester, Massachusetts � SEALER AROUND PIPES c $ °°o° o°o ° °g°°g°°o 01890 8" DENSE GRADED °°�°o CRUSHED STONE " - - - �� 6 P15i-T-TTi " NEW PAVING g° „ DENSE a °e 4" " DRY BENTONITE 2 � �� 1CRUSHED STONED � 4 1 GROUV I GEOTEXTILE CUSHION LAYER Q4 (PLACE IMMEDIATELY - _ III I I I I I I III "0 �� PRIOR TO PLACING -i i-� I I I I I 1 1 1 1 1 I I iii Fig 11 fi- THE GCL) " I I 1 1 1 1 1 1 1 111 _ _ _ _ 15 Elkins Street 11 GEOSYNTHETIC CLAY LAYER . 18 ° 4 DRY BENTONITE .' . III I I I I I I III Ti iii iii 1-1 Boston Massachusetts Q 4" (PLACE IMMEDIATELY GEOCOMPOSITE GEOTEX11LE CUSHION LAYER a PRIOR TO PLACING $°mac �� 02127 617 896 4300 GEOSYNTHETIC CLAY LAYER THE GCL) SEE PAVING DETAIL GEOTEXTILE CUSHION LAYER GEOCOMPOSITE i AT BLDG. SIMILAR GEOSYNTHETIC CLAY LAYER © 2004 BSc Group, Inc. CROSS' SECTION GEOCOMPOSITE SCALE: AS SHOWN NOTE: NOTE: NOTE: USE THIS DETAIL AT SIMILAR CONDITIONS. USE THIS DETAIL AT SIMILAR CONDITIONS. PROVIDE CURB IN AREAS THAT ARE TOO CONGESTED WITH PIPES TO ALLOW TYPICAL PAVING INSTALLATION. FILE: 98461-2-26.DWG TYPICAL PAVING DETAIL AT BUILDING TYPICAL PAVING DETAIL AT EQUIPMENT PAD TYPICAL PAVING DETAIL AT PIPING DETAIL AT TOE OF HILL DWG. No: FLAT FILE: DETAIL N.T.S. DETAIL N.T.S. DETAIL N.T.S. DETAIL N.T.S. JOB. NO: 1.2283.10 S6