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Plan Set - Plans - 240 CHARLES STREET 8/8/2019
5 4 3 2 1 AECOM GREATER LAWRENCE SANITARY DISTRICT PROJECT RIVERSIDE PUMP STATION STANDBY GENERATOR RIVERSIDE PUMP STATION CP-1 0 RIVERVIEW STREET NORTH ANDOVER,MA 01845 STANDBY GENERATOR CLIENT GREATER LAWRENCE SANITARY DISTRICT 240 CHARLES STREET NORTH ANDOVER,MA 01845 tel CONSTRUCTION PACKAGE NO. 1 (CP—1) 978.685.1 CONSULL TANTAN 978.685.7790 fax T AUGUST 2019 250 AP TECHNICAL SERVICES,INC. 250 APOLLO DRIVE CHELMSFORD,MA 01824 PHONE:(978)905-2100 www.aecom.com PROJECT LOCATION N 10 F Corner Golf ar INDEX OF D RAW I N G S COMMISSIONERS SHEET N0. TITLE ANDOVER e�ft GENERAL CHRISTOPHER CRONIN 00 G-001 COVER SHEET,LOCATION PLAN AND INDEX OF DRAWINGS Lawrence ic pal _ 14 LAWRENCE CIVIL CIVIL REGISTRATION THOMAS CONNORS,CHAIRMAN 00 C-001 LEGEND,ABBREVIATIONS AND GENERAL NOTES 00 C-101 EXISTING CONDITIONS PLAN JOSEPH R.QUARTARONE,TREASURER 00 C-102 DEMOLITION AND EROSION AND SEDIMENTATION CONTROL PLAN BRIAN PENA =a 00 C-103 SITE PLAN a _ Lawrence ❑ 00 C-104 SPILL CONTAINMENT DRAIN PROFILE 00 C-105 DUCT BANK PLAN M ETH U E N 00 C-106 SITE GRADING PLAN 99 C-501 DETAILS I t B RAYMOND DiFIORE,VICE-CHAIRMANNorth ss G 502 DETAILS II = ' JOHN A.CRONIN,SECRETARY Andover 99 C-503 DETAILS III I 99 C-504 DETAILS IV-ELECTRICAL DUCTBANK AND MANHOLE DETAILS 8 8 - 99 C-505 DETAILS V-ELECTRICAL HANDHOLE DETAILS ISSUE/REVISION NORTH ANDOVER 2 99 C-506 DETAILS VI-CONDUIT STUB UP DETAILS JIM STANFORD � a _ - T STRUCTURAL SALEM,NH 00 S-001 STRUCTURAL NOTES AND ABBREVIATIONS MICHAEL LYONS ti, 01 S-101 GENERATOR FOUNDATION PLANS AND SECTIONS 2 8/8/19 ADDED SHEET 99 C-506 99 S-501 STRUCTURAL STANDARD DETAILS - 1 8/6/19 ADD PE STAMP ALL SHTS. I/Rj DATE DESCRIPTION EXECUTIVE DIRECTOR PROJECT NUMBER REFERENCE DRAWINGS CHERI R.COUSENS,P.E. z tt `Y e M121061 1 OF 14 4801 X 156"W X 152"INSIDE HEIGHT GENERATOR ENCLOSURE 60501489 o M121061 2 OF 14 480"L X 156"W X 152"INSIDE HEIGHT GENERATOR ENCLOSURE Designed By: T.SHEA M121061 3 OF 14 4801 X 156"W X 152"INSIDE HEIGHT GENERATOR ENCLOSURE Drawn By: S.NAPOLITANO tr= M121061 4 OF 14 4801 X 156"W X 152"INSIDE HEIGHT GENERATOR ENCLOSURE Dept Check: C.BENZIGER w - M121061 5 OF 14 4801 X 156"W X 152"INSIDE HEIGHT GENERATOR ENCLOSURE Proj Check: R.ADAMS M121061 6 OF 14 4801 X 156"W X 152"INSIDE HEIGHT GENERATOR ENCLOSURE Date: AUGUST2019 w d LJ ��, M121061 13 OF 144801 X 156"W X 152"INSIDE HEIGHT GENERATOR ENCLOSURE Scale: AS NOTED a SCALE:1"=3000' DISCIPLINE GENERAL SHEET TITLE a COVER SHEET,LOCATION PLAN AND INDEX OF w~L o 3000 6000 9000 DRAWINGS a w LL wow SHEET NUMBER LL D o SCALE:1"=3000' < a<O �a 00 G-001 5 4 3 2 1 5 4 3 2 1 GENERAL NOTES GEOTECHNICAL NOTES AECOM 1. IT IS THE INTENT OF THE CONTRACT DOCUMENTS TO PRESCRIBE A COMPLETE WORK OR IMPROVEMENT.THE 1. FOR EARTH EXCAVATION,BACKFILL,FILL AND GRADING SEE SPECIFICATION 02210. LEGEND CONTRACT DOCUMENTS ARE COMPLEMENTARY,AND ANY REQUIREMENTS INDICATED IN ONE OF THE DOCUMENTS IS AS BINDING AS HAVING BEEN INDICATED IN ALL. 2. FOR EXCAVATION SUPPORT SYSTEM SEE SPECIFICATION 02160. PROJECT EXISTING PROPOSED 2. HORIZONTAL LOCATIONS SHOWN ARE REFERENCED TO THE MA STATE PLANE COORDINATE SYSTEM,NAD83. 3. BORING LOCATIONS ARE SHOWN ON THE PLANS AND BORING LOGS ARE BOUND IN THE SPECIFICATIONS. Q SURVEY CONTROL STATION RIVERSIDE PUMP LIMIT OF WORK 3. VERTICAL DATUM IS NATIONAL GEODETIC VERTICAL DATUM OF 1929(NGVD 29). 4. BORINGS WERE USED FOR PURPOSES OF DESIGN AND INDICATE SUBSURFACE CONDITIONS AT BORING STATION LOCATION ONLY.SUBSURFACE CONDITIONS MAY VARY FROM THOSE SHOWN IN THE LOG. TREE LINE 4. TOPOGRAPHIC IN SHOWN IS THE RESULT OF A COMBINATION OF SURVEYS PERFORMED BY SMC,325 DEMOLITION STANDBY GENERATOR WOOD ROAD,SUITE 109AD,,BRAINSUITESTREE,MA.AND 02184 FOR CDM SMITH ON JUNE 22,2015 AND BY WSP-SEN ARIL 5,LLS,155 5. IN ALL AREASPRESRVION WHERE DEWATERING IS WAERCORSES ANNECESSARY,MEASUCOMPLIACE WITHRES ALLSHALL BE TAKEN TO ENSURE THE CLF CHAIN LINK FENCE p ALL DEWA PRIOPERTTYSTABLEINE RINOFORMATION 1DEEPCTED2IS BASED UPON A6COMPILATIONEOFE EEDSOANDPPLANS2OF MUSTE BEAT DIISC AR EDT INTOUSEDIM NTDTRAPS ASNINDCATED IN THEUDETAIEGLATIOILS AND SWSPECIFIED INTERING EDGE OF PAVEMENT AND CURBING CP-1 RECORD AND ARE NOT A BOUNDARY RETRACEMENT SURVEY.WETLANDS SHOWN HEREON WERE SPECIFICATION SECTION 01568. BIT CONC BITUMINOUS CONCRETE COMPOST SILT SOCK DELINEATED BY NORSE ENVIRONMENTAL ON MARCH 14 AND 21,2011. EROSION CONTROL 7. FOR ROCK EXCAVATION AND DISPOSAL,SEE SPECIFICATION SECTION 02211. FM-9 BORING 5. THE LOCATION OF UNDERGROUND UTILITY INFORMATION SHOWN ON THIS PLAN IS BASED ON FIELD SURVEY AND 0 RIVERVIEW STREET AVAILABLE RECORD DATA AND IS APPROXIMATE. THE OWNER DOES NOT GUARANTEE THE ACCURACY OR GRAN GRANITE NORTH ANDOVER,MA 01845 COMPLETENESS OF UNDERGROUND UTILITIES SHOWN.PRIOR TO ANY EXCAVATION ON SITE THE CONTRACTOR SGC SLOPED GRANITE CURB CLIENT SHALL CONTACT DIG SAFE AT 1-888-344-7233. STRUCTURE(GONG.PAD) EOP EDGE OF PAVEMENT 6. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL EXISTING CONDITIONS AT THE SITE. ABBREVIATIONS BCW BITUMINOUS CONCRETE WALK GREATER LAWRENCE 7. THE CONTRACTOR SHALL ERECT EROSION CONTROL MEASURES PRIOR TO COMMENCING ANY CLEARING, APPROX. APPROXIMATE LST LANDSCAPE TIMBER r--=� SANITARY DISTRICT EXCAVATION OR STORAGE OF BACKFILL MATERIAL ON-SITE. REFER TO SPECIFICATION SECTION 01568 AND TRANS TRANSFORMER SPILL CONTAINMENT VAULT 240 CHARLES STREET DETAILS. B.H. BUILDING HEIGHT L---J SIGN NORTH ANDOVER,MA 01845 8. THE ENGINEER MAY DIRECT THE CONTRACTOR TO VARY THE PROPOSED WORK DURING CONSTRUCTION TO MEET BIT.CONC. BITUMINOUS CONCRETE M MARKED 978.685.1612 tel 978.685.7790 fax EXISTING CONDITIONS. BLDG. BUILDING 0 LP LIGHT POLE CATCH BASIN ❑ CONSULTANT 9. THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES AND SHALL PROVIDE ALL NECESSARY CONTINUOUS ® EMH ELECTRIC MANHOLE BARRIERS OF SUFFICIENT TYPE,SIZE AND STRENGTH TO PREVENT ACCESS TO ALL OPEN EXCAVATIONS AT THE CB CATCH BASIN EM ELECTRIC METER PIPE 6"DIAM. AECOM TECHNICAL SERVICES,INC. COMPLETION OF EACH DAYS WORK.REFER TO SPECIFICATION SECTION D1046 FOR ADDITIONAL REQUIREMENTS CONC. CONCRETE 250 APOLLO DRIVE ® CB CATCH BASIN CHELMSFORD,MA 01824 10.INTERRUPTION TO WATER AND OTHER EXISTING UTILITIES SHALL BE REQUESTED IN WRITING BY THE CONTRACTOR C.I.OR CIP CAST IRON OR CAST IRON PIPE R RIM DIRECTION OF FLOW - PHONE:(978)905-2100 3 DAYS IN ADVANCE OF THE WORK AND REVIEWED BY THE ENGINEER. CLF CHAIN LINK FENCE / INVERT www.aecom.com 11.EXISTING UTILITIES INTERFERING WITH THE WORK SHALL BE RELOCATED AS DIRECTED BY THE ENGINEER AT NO m WG WATER GATE ADDITIONAL COST TO THE OWNER. CW CITY WATER OR CROSS WALK m GG GAS GATE GATE VALVE ►� 12.PIPE SHALL BE AS INDICATED IN THE CONTRACT DOCUMENTS. D DRAIN (M) MARKED 13.PIPING WHICH IS EXPOSED DURING EXCAVATION,INCLUDING TEES,VALVES,AND FITTINGS,AND IS NOT TO BE DI DUCTILE IRON 9- HYDRANT CHAIN LINK FENCE X X DEMOLISHED,SHALL BE SUPPORTED,BRACED OR OTHERWISE PROTECTED DURING CONSTRUCTION ACTIVITIES. DIA. DIAMETER TRANS TRANSFORMER C o VP VENT PIPE GUARD POST • 14.ALL PIPES SHALL SLOPE UNIFORMLY BETWEEN ELEVATIONS SHOWN UNLESS OTHERWISE INDICATED ON THE DIM. DIMENSION DRAWINGS OR DIRECTED BY THE ENGINEER.NO SAGS OR CRESTS IN PIPING WILL BE PERMITTED. S SEWER LINE DMH DRAIN MANHOLE 15.ALL WALL AND SLAB PENETRATIONS SHALL BE SEALED WATERTIGHT. G GAS LINE SPOT ELEVATION x 32.50 16.ALL LAYOUT DIMENSIONS REFER TO OUTSIDE EDGE OF WALL AT GRADE LINE,UNLESS OTHERWISE INDICATED. DWGS DRAWINGS D DRAINAGE LINE DYL OR DYCL DOUBLE YELLOW CENTER LINE 17.ALL SIGNAGE HEADWALLS GUARD RAILS GUARD POSTS FENCES CURBS ROADWAYS SIDEWALKS AND ANY x 35.67 SPOT ELEVATION BIT.CONC.PAVEMENT E ELECTRICAL OTHER OBJECTS DISTURBED BY CONTRACTOR ACTIVITIES SHALL BE RETURNED TO PRE-CONSTRUCTION CONDITION INDEX CONTOUR OR BETTER AS DIRECTED BY THE ENGINEER AT NO ADDITIONAL COST TO THE OWNER. EL.OR ELEV. ELEVATION INTERMEDIATE CONTOUR 18.ALL AREAS OF EXCAVATION,BACKFILL,FILL AND GRADING SHALL BE RETURNED TO THE ORIGINAL GRADE EMH ELECTRIC MANHOLE INFILTRATION TRENCH UNLESS SHOWN ON THE DRAWINGS. WETLAND LINE 19.ALL UTILITY BOXES,FRAMES,GRATES,ETC.DISTURBED BY CONTRACTOR AND NOT TO BE ABANDONED SHALL BE EDP EDGE OF PAVEMENT PWF#1-9 WETLAND FLAG(TYPICAL) RESET TO THE PROPER GRADE AT NO ADDITIONAL COST TO THE OWNER. EXIST. EXISTING TH THRESHOLD 20.UNPAVED AREAS DISTURBED BY THE CONTRACTOR SHALL BE CLEARED AND GRUBBED IF REQUIRED,AND FES FLARED END SECTION RESTORED WITH LOAM AND SEED. FF OR F.F.E. FINISHED FLOOR ELEVATION GAL. GALLON REGISTRATION GP GUARD POST GRAN. GRANITE GV GATE VALVE I OR INV. INVERT FBI LF LINEAR FOOT B L.O.W. LIMIT OF WORK 1 MECH. MECHANICAL $I(11 MH MANHOLE N.C. NORMALLY CLOSED PVC POLYVINYL CHLORIDE ISSUE/REVISION RCP REINFORCED CONCRETE PIPE RED. REDUCER RET. RETAIN OR RETAINING RWC RETAINING WALL CONCRETE RWW RAW WASTE WATER SAN SANITARY DRAIN I/R DATE DESCRIPTION SO STORM DRAIN SGC SLOPED GRANITE CURB PROJECT NUMBER SL SLUDGE OR STOP LINE 60501489 SMH SEWER MANHOLE Designed By: T.SHEA 4 SWL SINGLE WHITE LINE Drawn By: S.NAPOLITANO SYL SINGLE YELLOW LINE Dept Check: C.BENZIGER i TBM TEMPORARY BENCHMARK Proj Check: R.ADAMS Date: AUGUST 2019 o T.O.C. TOP OF CONCRETE A Scale: AS NOTED a z a TP TEST PIT a o TRANS TRANSFORMER DISCIPLINE TYP. TYPICAL CIVIL o SHEET TITLE N UE UNDERGROUND ELECTRIC VERT. VERTICAL LEGEND,ABBREVIATIONS a a VGC VERTICAL GRANITE CURB AND GENERAL NOTES a a w LL WSO WATER SHUT OFF a a WV WATER VALVE SHEET NUMBER u O a<a 5 4 3 2 1 5 4 3 2 1 -� NOW OR FORMERLY P"Com RAYMOND FINOCCHIARO PROJECT MAP 28 LOT 5 RIVERSIDE PUMP CB Now OR FORMERLY RIM-28.42 STATION DEPTH=22.42 RAYMOND FINOCCHIARO INIS-26.22 SMH o D MAP 28 LOT 2 RIM_z8 z STANDBY GENERATOR - CP-1 No a EOp- mJ s r 0 RIVERVIEW STREET ZNb GHO�U J NORTH ANDOVER,MA 01845 No/ \ HOCLIENT Now OR FORMERLY d W STR T c o EE Ho���U i RVIE �Al GREATER LAWRENCE THE BRASSEUR FAMILY "' R►VE 6•�,^Y �S �5�°'�° s � Ho�, �, TRUST s - � - \ Qi LQ� SANITARY DISTRICT MAP 72 LOT 11 x db - Ec a' G ` 240 CHARLES STREET NOW OR FORMERLY --____ -M sc/ �co NORTH ANDOVER,MA 01845 JOSEPH AND DIANA � S s �� 978.685.1612 tel 978.685.7790 fax ad 200'RIVERFRONT AREA -8, M \�Wc hP FOURNIETR dM 6 S E ` MAP 72 L01 D ��� L- �3p_ 9- S �� NOW OR FORMERLY I ° M - _ ---- 6o raR F�Ok---taN------ „- J M2rrnw CONSULTANT S ---------------- m MEL 19, S 2' T� _ AECOM TECHNICAL SERVICES,INC. DANIEL AND LUZ ROJAS EOP ____,__________-- r _ _ - / nc-a ro O r Q / 250 APOLLO DRIVE AND ANA FRANCO u sf E a.sz p o / CHELMSFORD,MA01824 MAP 72 LOT 9 - b /(i P-,krs:c \ �_ 5 PHONE:(978)905-2100 S� --- / EE STUMP P. _ L a"c1P R, 6 (� ��� www.aecom.com �1T yb _�/ dIA` i O I S /LEFT NMARK FOUND E _ 11i + `o ` &OP, cc T T BONNET _ O OF 2 �\ ' +' ` SA 'S `o b \ �0 i €V=36.31DRAN d PINE/ w + 1 'S d y _ - ELECTRIcaL ANSFORMER Q 6+� 6'0 ° O �� d ' :2TA / CRASS PINE2 tiR �' - O / f a� s PI4E PINE f E0033EAR FLOODPLAIN z A Rgss - N �q sMH RIM=31.09 z $ INVA-22.49 R M E R E ESN j 8" i L 4TATION12 Hu O y o i SPIKE SET w + + P C ANCHIU C# _ N, /9 ,� A PINE �,�,� E E 1 �,,.a6 ' INV.2=19.59 "J k2QOr„E �' NV.3=19.59 __ - C� 18„ s N .37 s w`' / `r+ z\+,+ + d�A V� -za r(sJ) -OT 8 _- No/ PINE _- E 754698.02 c2 c Q y d� N1 ��IPd€ _ Q� YO o � ce _ 1� T/ F- y `Ls s SGC 34.36 scc 34.78 3.89 scc 3 4 \32.72 - P 3� SVMH-2 rC) _ `' }s' 32.09 3273 scc Ea O (&MDs c�s6 _ /� PINE 6� / ` �\ '� Dg2 /=2543 B� �/ /184.091 \ \ + g j / 3437+ 7 3 64+ 3245+ ' 329�,,- 13L50+ GP G _ N j PINE J 36 M PROPERTY LINE(TYP.) mod- OBSERVATION SMH CONC BASE w �� h 1 A 4 0J X E RIM=34.69 WELEC RISERS a' V s2 34.73 - 3.66 scc 3283 32.59 scc 37.8 31 5 d0 O„ A ` �.. .3.3r7 32.95 32.10 -ps 13 9 S 33.g6 rA oN BENCHMARK /T i FULL OF WATER 3 34.48 /- + 0 x �"� � � x 0 z + V, ��r NAIL/SET y •_ , _w 3083270.72 5 / �7� Sd Md FM-9 ,cn .�? 2,9 i f __ 2 E 754535.77 A / / d o s { +� + R �/ i = ---- ELEV=3r.44 / � y 4p F.F.E.=35.68 ;:e o v i e F.F.E=35.70 . o 00/ / o CL s o� T-/ m c2asa r REGISTRATION X �+ '" v+ `x °j F/ '/ / �'� � 1&I(N) B-101(ov�,_ PIBE� y� F GREATER LAWRENCE C^ + E" -oo✓ 16 'IERMINAT_ED EARLY E E ti� SANITARY DISTRICT ti` EA Y REAL Lei 6 OC e.a RIVERSIDE PUMP STATION o N �B-1 „✓ A - o �E 9 ) 100'WE BUFFER -3OULD 101A o 9 s / s A2 ® as wwNr i ; MAP 72 LOT 3 NE Z Y J o f 5 W su X I \ w a r m + E 33ss s oo p PEO B qI_ i Fa pJ UV� B Jai _, II j j lye a EEE=3-.69 �F.EE=35.67 MAI 100'WETLAND BUFFER Md I Md z ao D/DG-f B-2 �Q 0/ SMH i i ,31 I I i F.F.E.35.65 0 ^�v i / c,9+ 2 a vi L �`1� RIM=26.81 iii / \ �x / 'p' INV.E 14.01 l f / n O� NV.2=11.71 ISSUE/REVISION I ,'30/ 1 SZJ P i i I a"C - �/ 34.45 SGC 33.78 34.77 7Y OB- e i3�4i 2 -29, ,,, M ` 35_2 + `f �'£' 100 YEAR FLOOD PLAIN NOW OR FORMERLY - - --- y __-------�fE�TE A --- - - ��E---- � �<.° � N OHAINLN� E -- LAWRENCE-_ ---- -_- - ----28- j - ss�32- +- - + / _a�4'-o___ r9E3-OF-Ba-NK-41F-ME&R 2,CR al�- - - /- I/R DATE DESCRIPTION SANITARY DISTRICT -------27--------_MAP 72 LOT 3 �� PROJECT NUMBER -- x --- - \\ _' ,, _ ,i o _ _ r -_-��F _ 50'NO BUILD ZONE 60501489 MACK RIVE - ERR __ 9 Designed By: T.SHEA - CLF�2 LX X s� �OP OF gE 0-M � �\� /�� d �i�J 120 14.i `P --__ X - _- _ Drawn By: S.NAPOLITANO zR_ ---__ ,/ i- \ q9a Dept Check: C.BENZIGER Pro Check: R.ADAMS N \ 50'NO BUILD ZONE NOTES: Date: AUGUST 2019 o _-- a A -- ��� / ���� CK R'v G Scale: AS NOTED w - �25� -i y�� RIMA 1. FOR LEGEND,ABBREVIATIONS AND GENERAL NOTES,SEE SHEET 00 C-001. DISCIPLINE 2. FOR DETAILS,SEE 99 SERIES OF CIVIL SHEETS. \-= --= -- EDGE OF WETLAND AND CIVIL WETLAND FLAGGING PROPERTY LINE(TYP.) SHEET TITLE EXISTING CONDITIONS ra PLAN a LL 4 PLAN 0 20 40 60 a W LL 1"=20' SHEET NUMBER LL o SCALE FEET F o SCALE:1"=20' d a a 00 C-10� 5 4 3 2 1 5 4 3 2 1 X N S HD - C b o G o �Lcom �+o� c � y�� How�o / o Ho�_ C _ �6 RwERV1EW STREE _ s s ° PROJECT H�� / �, % X 6„COAT C s s s Ho RIVERSIDE PUMP ID s — _ A / STATION ❑� s s s STANDBY GENERATOR EOP � M s C �I, CP-1 EOP 6 Py S M M M � S 6 G \ M C - < _ __ ____M l q y \_ ����. 0 RIVERVIEW STREET PROVIDE EROSION CONTROL ## NORTH ANDOVER,MA 01845 8' " M / MEASURES AT CATCH BASINS(TYP.) CLIENT M.D BOLT OVER M - - AiN iNK FEN S ❑�� N OUTf OF / __ 3D— CE � GREATER LAWRENCE DRAWT M - ---- - - S yo %ATION=36.40 M _------ J' SEE NOTE 3 3j ` / 7,78 eop 200'RIVERFRONT AREA \ SANITARY DISTRICT / ` M -- ___--- �00 YEAR ELOnD`PC,�I1�--------- -32�_ DEMO AND REPLACE � � � _/-98,2"''"''; �� S ❑� 240CHARLESSTREET -- -FENCE AS NEEDED ______- / -_� � 2g NORTH ANDOVER,MA 01845 / _ - T S 2, 978.685.1612 tel 978.685.7790 fax _ INV.EL. 19.0' \ ��r�►a 3 , /�0 N INK FENCE „_,_,_._ ------„-"�� ---� 3�+ `� 84"Co TIE-IN TO S o --- CONSULTANT O S 250 APOLLO DRIVE INC. Ram 2 37 52 \ s / \ O0 AECOM TECHNICAL SERVICES,IN + \ \ D. SEE STUMP (SSP->O O O ❑❑❑ 1=19.6(S \ os2 CHELMSFORD,MA01824 -i _ �i / 2 I�g. S W) ` 8 S P 'yC \°a <2��� PHONE:(978)905-2100 n/ _ + 2 �,, R 3 www.aecom.com 'ARN#50 FOUND E — oN7 BONNE 4" _ / ` \ / C' \ c '0 J g9 -rOR P N E❑ ___ r FLOOD PLAIN +o ` M / yo o. 6 ❑�� _ ECSRIC� A �NSFSSMER Q I) 6 R EL.33.4 O \o\ 100 YEAR EL % C ON �6" z GRASS � ❑ ... �o �� �'�Q�❑ �' GRASS PINE# _3/- O�'� TERMINATE CONDUIT INSIDE �❑ Q � EXISTING TERMINATOR BOX � �� GRASS �\ Z U � FROM BOTTOM SranON32 J / / / 1 __REMOVE AND DISPOSE OF EXISTING \ SPIKE SET HVMH#1 s Q U / N 3083414.37 s� E 7s46s8-oz U � REMOVE AND DISPOSE OF EXISTING SLOPED 8'HIGH CHAIN LINK FENCE TO ELEv=3493 E GRANITE CURBING AS REQUIRED TO INSTALL LIMITS SHOWN.APPROX.45 L.F. R=31.L NEW SPILL CONTAINMENT AREA.APPROX. OF FENCE. PROVIDE EROSION CONTROL >O.Oi / \ W 12 L.F.OF CURBING.2 EACH-6'PIECES ` + MEASURES AT CATCH BASINS(TYP.)'0.1 TO BE STORED FOR RE-USE AS INDICATED /+ ' / W ON SHEET 00 C-103. :� h off" -30.66 � / 1+24.8(NE)' / N ` 1=24.9(SW) #�Q \ PROTECT FIRST 8'SECTION OF > CB , FENCE FROM GATE TO REMAIN -- -- E --- + 34,84 3460 34.11 33,55 fl _ " * 3 REGISTRATION m SSI� 3436 S-t^iC 3418 33.89 SGC / 324 ---�3 - , 32.0 `32.1 y SGC EOP R=30.69 (SILTED) PROTECT EXISTING LIGHT POLE /3v9� 1=25.4f(NE) � N AND ELECTRICAL FEED TO REMAIN CB U 'o+ 34.37+ 3409 33641 y 2-451 31.ao+ Q/ REMOVE EXISTING SLOPED GRANITE `❑ / G z CURB AS REQUIRED TO INSTALL NEW 6"DRAIN.REINSTALL CURB AFTER REMOVE AND DISPOSE OF EXISTING GATE. COMPLETION OF DRAIN CONNECTION. B s #z GATE TO BE REPLACED. # � s 34,131 33.66 SG`C i 3 8 g I.88 ——— —— _ SEATIONJf3 I �+ 1a i /NAG NA1L/SE7 34 48 33.96 _ .. ... .. + E 754535,772 �'4 f 32 95 3270 8 v h v 100 YEAR / ,,- - ISSUE/REVISION 4 9+ FLOOD PLAIN EL.33.4 P _ � �I LLI � a `� l 9+❑P, ' �' __-- � 1 SEDIMENTATION AND EROSION N N � `��,� � �O ,C CONTROL MEASURES(TYP.) 9 100'WETLAND BUFFER 8/8/1 REMOVED NOTE U O / CQ I/R DATE DESCRIPTION + - - R=28.94 SAW CUT PAVEMENT AND REMOVE AND DISPOSE OF �16.4(N) EXISTING ASPHALT AS REQUIRED TO CONSTRUCT PROJECT NUMBER x i' PI �, .► 1-16.4 ) NEW SPILL CONTAINMENT BERM ❑ �+ ' ❑� l ❑ sMH 60501489 Designed By: T.SHEA / R=28.22 Drawn By: S.NAPOLITANO _ a°- Dept Check: C.BENZIGER w B-1 'sI -R, \` 390 i / ❑� - I=16. S) NOTES: Proj Check: R.ADAMS LL,N I �� 3O6 I� / �y 9, ® 36" HANNEL 0 0 SMH Date: AUGUST 2019 ,' / + 1. FOR LEGEND,ABBREVIATIONS AND GENERAL NOTES,SEE SHEET 00 C-001. I A z R Q Scale: AS NOTED m w s s / / iP �G o 7 2. FOR DETAILS,SEE 99 SERIES OF CIVIL SHEETS. w a i DISCIPLINE Q OP J Z L6 G� CIVIL � �� - --_ SHEET TITLE O �9 1 / - DEMOLITION AND EROSION AND SEDIMENTATION ow PLAN V,-10�0 10 20 30 �HEET NUMBER j o SCALE FEET F o SCALE:1"=10' 00 C-102 5 4 3 2 1 5 4 3 2 1 �AO/ �` G a �J X /� 0 Ho / � HH G / y� �66 TREET ---- s R'vER \ Ho y d P"=Com ��E W S „OKAY S 6 PROJECT AY �S H0�\ GL �� _ S �� \ RIVERSIDE PUMP s s \ � � � \ STATION d6 O jJ� EOP 9 M s c ti STANDBY GENERATOR D M s G o CP-1 6/ 100 YEAR FLOOD PLAIN --- M / 6" / S M EL.33.4 ---- M \ 8' TOP OF 84"PIPE M \ ----- - y8 0 RIVERVIEW STREET T.B.M.D BOLT 0 ER - � C q/k/T//f F EL.23.68 AT CB / S \� NORTH ANDOVER,MA 01845 MAIN OUT�OF / _ -_ ENCE ---- '� M \ CLIENT HYDRANT M - 5 - 200'RIVERFRONT AREA yH \ E ATION=36.40 --____ ---- ------- My/s2 ---- _3O i R=2778 V GREATER LAWRENCE CB M ---- -J 2 9 L-504 _ 1=16.3(SE) \ M ------ __-------�00 YEAR FLOnD�PLAIN- - - 1-16.2(NW) �+ 37 _ ELECTRIC / CONNECT FENCE SANITARY SANITARY DISTRICT S/ ----- -----������'���' _ HANDHOLE E� FENCE ------ --_« -_� _--- �� 32,_ - /T INV.EL. 0 TO EXIST.FENCE a92 "'� \ TIE-IN TO � 2NORTH ANDOVER,MA 01845 40 CHARLES STREET _ _ 84 CON 978.685.1612 tel 978.685.7790 fax IN --- -------- --� RATION '� - - ------- = SEE - _ _ `CRUSHED STONE INFILTR N B �4 34 ±+`\ 3 52--- / 6 �, 1 TRENCH.S NOTE 4 \ohs + `' + � \ S y� CONSULTANT Cl / 6)= MV119.6(S 8'HIGH CLF.LOCATE 10' \ AECOM TECHNICAL SERVICES,INC. REE STUMP (TYP.)O O O 9 C-504 ❑❑❑ / =2g. SSW)� FROM GENERATOR CONC.PAD./P \ y� 4 250 APOLLO DRIVE �' ' '` z + R, CHELMSFORD,MA 01824 ` PHONE:(978)905-2100 BENCHMARKJ/50 FOUND E �� ��•_ � ` J / \3 k\% I* www.aecom.com LEFT FRONT BONNET '�6" � -��, � 2 �� +o ` � \���yO BOLT OF yyU I � ELEv=36 PINE _ ELECTRIC MV/S1 + 9 -504 CONC.PAD MANHOLE 'G r _ 6 f, / �� T.O.C.EL.34.0 6" \ ELECTRicAL ANSFORMER � SEE NOTE 9 + R Q N 0 W i STA ON I c O Z TERMINATE MV1 BASS 2 � �6 CONDUIT INSIDE P HOOD O - --- EXISTING TERMINATION O -31 o s GRASS PINE 9 C-504 0 QF4 BOX FROM BOTTOMO \� / GRASS 2 s //hoo f N 1` / HOOD GENERATOR / STATION 2 J 1 .,:,;',�.,�;':;:::`.::;:;::::+ SPIKE SET HI/MH#1 Q / e ENCLOSURE i + N 3oa34/437 6 SEE NOTE 10 E 7s-34 oz E ° ® +ELEV=34.g3 g EXISTING POWER \ U 0 m PULL BOX LL1 / + 33'-0" CB ` GROUND CONDUCTOR 5 W ACCESS CCONTAINMENT TANK RIM EL.32. CONNECTION(TYP.). q k EXISTING SIGNAL 25 SEE NOTE 11. E/ 63R=30.66 °OVER. F PULL BOX SEE NOTE 8. 33.10 x 32.50 E 1+24.8(NE)+' 2 PULL EXISTING BOX CONTROL 1=24.9(SW) �UQ / II II CB Co 6"PVC DRAIN _ ----- � 36 + F + 34.84 34.so s9>> j 3.55 6"PVC DRAIN 3 \ SGC 34 36 SGC 34 18 33-89 SG S EL / 3 3zJ3 CONNECT FENCE R=30.69 REGISTRATION 32.50 TO EXIST.FENCE CONNECT 6"DRAIN (SILTED) v \ 32.51 \yQ / 1 32.70 32.30 / /TO EXIST.BRICK CB 1=25.4t(NE) R+ N T.O.C. 32.75 6"GATE VALVE WITH POST INDICATOR. / EL.32.3 / 33.s4+ VALVE NORMALLY OPEN,CLOSE FOR CBS EL. x 34.37+ A 32 2.45+ FUEL DELIVERY.SEE NOTE 5. V / 32.50 GUARD POST �G 32.51+ 9 P1504 32.60 F j DELIVERY TRUCK4- FUEL � ONC BASE BELOW GRADE 3,500 GALLON (SHOWN FOR CLARITY) 8'HIGH MANUAL SWING GATE s PRECAST CONCRETE SPILL 3 ss r DUCTBANK(TYP.) TO REPLACE EXISTING GATE / B LEC RISERS A o CONTAINMENT TANK 55.96 32.30 /MACT/NAILISET l E � � g 4.48 _33.00 32 9 - IV30a3z7o.72 - + 32.75 6 FT.WIDE BIT.CONC.SPEED HUMP E 75455E77 P kko j �sf 32.70 TO ACT AS SPILL CONTAINMENT BERM. ELEV=3/.44 D D }, TEL.D.C.. 32.3 9TaJ� / 'offer SPILL CONTAINMENT AREA.° 132,85-- ---+---- NEW PAVEMENT TO MEET AND MATCH V V -f j 14'02'PAVED AREA EXISTING PAVEMENT. x ♦ �� SEE NOTE 7 0'WETLAND BUFFER + SLOPED TO CATCH BASIN. i .0 SLOPED�"" ,- ISSUE/REVISION U O + cr_ m C ♦ AREA OF NEW PAVEMENT, E e=36.6 g O 2 + ,i ♦ / ' 16'x2O',SLOPED TO DRAIN �I 9 Q r , TO NEW CATCH BASIN t- _ M� - 5 8/8/19 REVISED GROUNDING O LLI a 9+Qy♦ N ,� 4 8/8/19 REVISED DUCTBANK IO / _ 3 8/8/19 NOTES 13 AND 14 ADDED FLLOOD PLAIN / Co0 YEAR \A 2 8/6/19 REVISED ELEVATION + O EL.33.4 _ � --� R=28.94 NOTES (CONT)' 1 8/6/19 NOTE 10 REVISED + 16.4(N) I/R DATE DESCRIPTION 16 4 ) 6. CONTRACTOR SHALL RESTORE DISTURBED AREAS WITH LOAM AND SEED AT COMPLETION OF MAJOR WORK ACTIVITY.CONTRACTOR SHALL RESTORE ALL OTHER AREAS DISTURBED BY /+ SMH HIS ACTIVITIES INCLUDING ASPHALT AND CURBING. PROJECT NUMBER _ m N+ 0 N +�� 7. CONTRACTOR TO INSTALL SLOPED GRANITE CURBING ALONG ACCESS DRIVE TO CLOSE OFF 60501489 '01Designed By: T.SHEA NOTES: OPENING TO WALK. O W ti�s T ---___ ' 1. FOR LEGEND,ABBREVIATIONS AND GENERAL NOTES,SEE SHEEP 00 C-001. B. CONTAINMENT TANK FRAME AND COVER TO BE NEENAH FOUNDRY,MODEL NO.R-1557, o I ♦ Drawn By: S.NAPOLITANO B-1 P 9 ♦ HEAVY DUTY,OR APPROVED EQUAL.ADJUST HEIGHT WITH BRICK AND MORTAR OR W I 9� 5 I / / 2. FOR DETAILS,SEE 99 SERIES OF CIVIL SHEETS. PRECAST CONCRETE GRADING RINGS. Dept Check: C.BENZIGER w W � J 3360 ♦ Proj Check: R.ADAMS w 9. APPROXIMATE LOCATION OF EXISTING,BURIED GROUNDING TRIAD. z 8 I x / 3. THE EXISTING CONDITIONS SHOWN ON THIS PLAN ARE POST DEMOLITION,I.E.AFTER O O + s m / DEMOLITION OF EXISTING FENCING,CURBING,ETC.FOR COMPLETE EXISTING CONDITIONS, 1 Date: AUGUST 2019 A O - i + s S o SEE SHEET 00 C-101. 10.LOCATION OF 14°x30°STUB UP.REFER TO DRAWING 99 C-506 FOR DETAILS. Scale: AS NOTED LLj Z s y l 0 4. THE CRUSHED STONE INFILTRATION TRENCH WILL BE A MINIMUM OF 2 FEET WIDE AND 11.PRIOR TO PLACING THE CONCRETE FOUNDATION,CONNECT 250KCM BARE COPPER a / ` �6 GROUND CONDUCTOR TO GENERATOR PAD REBAR USING COMPRESSION TYPE CONNECTIONS DISCIPLINE 2 FEET DEEP ON THREE SIDES OF THE GENERATOR CONCRETE PAD(NO TRENCH ON C TYP.OF 3 LOCATIONS AS SHOWN FOR EACH CONNECTION TO THE REBAR,BUNDLE 20' w 0 9 / 7 1 / THE NORTHWEST SIDE)AND WILL ALSO BE PLACED UNDER THE GENERATOR HOODS. ( ) CIVIL J o M e 1 OF WIRE FOR FUTURE CONNECTION TO GROUND GRID. SHEET TITLE �5.67 \ + 0 1 // 306 5. THE CONTRACTOR SHALL PROVIDE AND INSTALL MUELLER CO.6"RESILIENT WEDGE GATE S, o / �/T ' VALVE,MODEL NO.P-2361,OR APPROVED EQUAL,WITH OPEN LEFT HAND CRANK AND 12.250 KCM BARE COPPER GROUND CONDUCTOR BURIED 30"BELOW FINISHED GRADE. SITE PLAN MECHANICAL JOINT FITTINGS WITH MUELLER CO.POST INDICATOR MODEL NO.A20806, a OR APPROVED EQUAL,PAINTED BLACK. 13.THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING THE HARDWARE AND ANCHORING THE a STAIRS AND FUEL TANK TO THE CONCRETE FOUNDATION. REFER TO THE STRUCTURAL a LL PLAN 3 NOTES AND REFERENCE DRAWING NOS.6 OF 14 AND 13 OF 14. 0 10 20 30 w o SCALE:1"=1 0' 1"=10' 14.THE"TIE DOWN DETAIL"HARDWARE WILL BE PROVIDED BY THE EQUIPMENT MANUFACTURER SHEET NUMBER a a SCALE FEET �o AND INSTALLED BY THE CONTRACTOR.REFER TO REFERENCE DRAWING N0.6 OF 14. a a a 00 C-103 5 4 3 2 1 5 4 3 2 1 AECOM PROJECT RIVERSIDE PUMP STATION STANDBY GENERATOR D CP-1 40 40 0 RIVERVIEW STREET NORTH ANDOVER,MA 01845 CLIENT 3,500 GALLON PRECAST CONCRETE SPILL CONTAINMENT TANK GREATER LAWRENCE 30"ACCESS TO TANK SANITARY DISTRICT 6"PVC DRAIN 240 CHARLES STREET SLOPE=0.02 NORTH ANDOVER,MA 01845 EXISTING 978.685.1612 tel 978.685.7790 fax GRADE 6"GATE VALVE WITH POST INDICATOR CONSULTANT 35 35 AECOM TECHNICAL SERVICES,INC. 250 APOLLO DRIVE PROPOSED GRADE CHELMSFORD,MA 01824 EXISTING GRADE PHONE:(978)905-2100 www.aecom.com EXISTING SLOPED GRANITE CURBING w II w w 2.0'MIN.COVER w OVER 6"DRAIN 6"PVC DRAIN C z SLOPE=0.026 z zO 30 30 zO INV.EL.30.70 Q w w w w w w 6"INV.EL.28.63 I Y a z Z w in 25 25 �z w 00 REGISTRATION 00 ~ z0 {1` NC O aoq m ornm 0 w w w H w W L J N f B m~FZZ XFhZZ # _ U(I70_'-- w0_-- � 20 20 ft 1+20 1+00 0+80 0+60 0+40 0+20 0+00 D 8 V ISSUE/REVISION I/R DATE DESCRIPTION PROJECT NUMBER PROFILE 60501489 0 1"=10'(HORIZ.) Designed B T.SHEA SCALE: (VERT.) NOTES: 9 y Drawn By: S.NAPOLITANO 1. FOR LEGEND,ABBREVIATIONS AND GENERAL NOTES,SEE SHEET 00 C-001. Dept Check: C.BENZIGER w 2. FOR DETAILS,SEE 99 SERIES OF CIVIL SHEETS. Proj Check: R.ADAMS N Date: AUGUST 2019 0 3. FOR SPILL CONTAINMENT TANK HOLD DOWN SYSTEM,SEE STRUCTURAL DETAILS.< Scale: AS NOTED �A w a Z o o Q DISCIPLINE o a o CIVIL SHEET TITLE 0 2 4 6 1"=2' SPILL CONTAINMENT a VERTICAL SCALE FEET w 4 DRAIN PROFILE 0 10 20 30 z a m 1"=10' SHEET NUMBER a a HORIZONTAL SCALE FEET �o 0 00 C-104 a a a 5 4 3 2 1 5 4 3 2 1 - �Lcom —— 1 00 YEAR FLOOD PLAIN ____ � --,,, , � ___---EL. 33.4 ------------------ MV�S2 ---C7--------_ — i R=27.78 s ------- 99 C-504 —, i� l=16.3(SE) SOP 41 PROJECT --- �� YEAH FG000 PtI41 G i --1=�6.2�NW� RIVERSIDE PUMP __--------_--GG ,�, ELECTRIC ELECTRIC i -- 200' RIVERFRONT STATION ------ --------- .----•����� - MANHOLE " AREA STANDBY GENERATOR --------- ------------------ HANDHOLE --------------------------------- -- •. IN EL 99 0� -� CP 1 TIE—IN TO Islas yas --------------------------- -- ♦ / Islas'-s 00, s s ------------------ �� � _ �� -� 84 CON /� ♦� , -�-,, \ as,s�as ORIVERVIEWSTREET 1 99 C-504 \ ' �ft \ asls'as'as s,asl ems\O's 7 �� CLIENTNORTH NDOVER,MA01845 SEE NOTE 4 � ''as'asA GREATER LAWRENCE — — ———— NTV1 �s�s�asY NE) as, Co����__ �_�g 6(S SANITARY DISTRICT / 99 C 504F as as as �` _ 11/ \ 240 CHARLES STREET O ❑❑❑ '- `as as's as as as —24.I(SSW) `` 978.685.1612 ANDO IER,MA01845 0fax I- ♦ \ O� Y/ �asssias ♦ � k as as as' ♦ 9 99C 4 CONSULTANT // \\ as as�asiasias as' `as I �, ♦ � AECOM TECHNICAL SERVICES,INC. . ♦ �� � � GENERATOR ON 250 APOLLO DRIVE VI V f1 CHELMSFORD,MA 01824 i mmj r s's as _ O O � � � CONIC. PAD PHONE:(978)905-2100 ���� —�0 � ♦ � 99 C-504- , www.aecom.com EG E 00 C SRICO G ,G ISS�ORMER T 0 r S 99 C 50rs I r S TA ON r S O rA S Q r REGISTRATION S r / r SEE NOTE 5 C r-------------- B X X 8 / ISSUE/REVISION 1 � r SCC S/ i� ----_ i SPILL CONTAINMENT AREA x 1 8/6/19 ADDED NOTES 4 AND 5 I/R DATE DESCRIPTION x PROJECT NUMBER i 60501489 f i Designed By: T.SHEA o � 1 / Drawn By: S.NAPOLITANO 8 Dept Check: C.BENZIGER 9 9,'C—5 0 �� Proj Check: R.ADAMS o NOTES: Date: AUGUST 2019 a A I Scale: AS NOTED z 1. FOR LEGEND,ABBREVIATIONS AND GENERAL NOTES,SEE SHEET 00 C-001. o Q X DISCIPLINE a 2. FOR DETAILS,SEE 99 SERIES OF CIVIL SHEETS. SGC SC CIVIL o m 3. THE EXISTING CONDITIONS SHOWN ON THIS PLAN ARE POST DEMOLITION,I.E.AFTER ---- o o DEMOLITION OF EXISTING FENCING,CURBING,ETC.FOR COMPLETE EXISTING CONDITIONS, - ---- - SHEET TITLE 71 SEE SHEET oo c-101. DUCT BANK PLAN a m 4. CONCRETE DUCTBANK SHALL BE DOWELLED TO ADJACENT CONCRETE FOUNDATION AS / f Igo a SHOWN ON SHEET 99 C-504. a a LL 4 5. CONDUIT TO BE EXTENDED AND CAPPED ONE FOOT ABOVE FINISHED GRADE.SEE DETAIL PLAN 0 5 10 15 z a m 1"=5' SHEET NUMBER o ON SHEET 99 C-504 FOR SCOPE DEMARCATION BETWEEN CP-1 AND CP-2. o SCALE FEET SCALE:1"=5' a a a 00 C-105 5 4 3 2 1 5 4 3 2 1 X / / Now __c aJ X N° 0 Ho G do _ AECOM MHO G / 8 �H \ e � �� -_ � PROJECT SIRE S / RNERVIEW s �,s 6"CLAY S ,--- o s s s � �o RIVERSIDE PUMP s c \ x, �` STATION s E s / STANDBY GENERATOR - \ D �3 ��s EOP � M S c �, CP-1 9 �� M 100 YEAR FLOOD PLAIN M M \ 6 C R r o O RIVERVIEW STREET / S EL.33.4 - ---- M / S ,--- DOVE A01845 _ NORTH AN R M TOP OF 84"PIPE M / 200'RIVERFRONT AREA \\?G O� CLIENT T.B.M.D BOLT 0 ER - _3- /N F EL 23.68 AT CB \ BEATER LAWREIV E MAIN OUTLET OF / _ G _ ENCE M �' G C HYDRANT � � N` ___ _'_--- ``---_ S yo 37--__ CATION=36.40 ---____--------------- - _ R=27.78 \ SANITARY DISTRICT S M/ M ----- _ --ADO YEAR FEOnl❑-PLAIN ----- / -1=1s.2(Nw) �\ _CB MA 45 --------- _ _ ----=f ,i�+' -- \ INV.EL. 0 S NORTH2g2 9 8.85 A6 DOTER,978.685.7790 fax - --------- ---- ------------- 34- �� 84"CONTIE-lN TO �,��'�'� �,� \ 2 tiC --- g' --------- CONSULTANT CRUSHED STONE INFILTRATION O'' 2 ( M O + E �\ -- -, !o + �'�` /_31.52E !� TRENCH SURFACE EL.33.5 / do �3O6S AEcoMTECHNICALSERVICEs,INC. ")_ \ +� C - 1=19.6 S) \ CHELMSFORD,MA01824 REE STUMP (TYP.(O O O ❑❑❑ (_,_�-- / �� - ?2g.1 ssw� ( ) 0 8"C/P S Q- 4 PHONE:978 905-2100 n/ _ \ / ,, R, www.aecom.com BENCHMARKJ/SO FOUND E � � `` \/ LEFT FRONT BONNE( '�4" -( ` 32 yO BOLT OF HYD ELEV-3 ca PINE / U _ + o ` _ CONC.PAD 33 � , �� � � `'6 � ELECTRICAL AMSFORMER � N R O 0 w sTA olv N 1 c� � � Z � GRASS 6 GRASS P F4N lll GRASS �1 / O W / i{ ❑m GENERATOR c`,rn�r� \ SranoNy2 HOOD ENCLOSURE v 5Pl30 SE7 H MH((1 Q N/ m \ U � / + N 3083474.37 s� / / E 754698.02 E ELEV=34.93 ``� /(EXISTING POWER \ U ti Via® / GRADE AREA TO DRAIN PULL BOX + 33'-0" OB ` :( + TO EXISTING CATCH BASIN q EXISTING SIGNAL / / RIM EL 32.25 O PULL BOX N x x / 33.10 32.50 1+24.8(NE) Q 2 EXISTING BOX CONTROL F--_--= 1=24.9(SW) \ 0 i iEl ED � ce ,i _ / '------- I 5 P s -- / M ------- � + F f 34.84 34.60 F 34,17 / 3.55 6"PVC DRAIN w _ 3z3a REGISTRATION cn SGC 34.36 SGC 34 78 33.89 SG ---J 3 _ --_----2a EL / 32.50 3z0 9 (2/3 SGC EOP o R=30.69 32.51 N', (SILTED) j/ \ 32.70 32.30 092 1=25.4t(NE) x+ N T.O.C. \ 32.75 CB ( EL.32.3 pA f+ / 33.64+ P U EL. 0 34.37+ �""' / 32-9 2.45+ 31.80+ 6 +V 32.51+ / / 32.60 32.50 1 B " ti�j� BELOW GRADE 3,500 GALLON / # � OMC BASE s DUCTBANK(TYP.) PRECAST CONCRETE SPILL / 33.66 SGC 31,88 3L S7ATlONf�3 LEC RISERS CONTAINMENT TANK -- - - 8 33.96 32.30 Mac Nair/sEr V 32. 34.48 �,� i 33,G0-;�_3-4 32.9 3�70 + N3083270.72 8 / -- + 32.75 E 3545J5.077 32.70 ELEV=31.44 0 * _ EL 32.3 2.❑J� l i�� ----' ___�_' 32.85----- ---- ISSUE/REVISION 100'WETLAND BUFFER + �+ +l f J p a U O + Q + �� J(----ems -- E. 35.68 OI W 2 8/8/19 ADDED ELEVATION �� 100 YEAR / ( 1 8/6/19 REVISED ELEVATION FLOOD PLAIN m I/R DATE DESCRIPTION + + EL.33.4 - R=28.94 U - 16.4(N) PROJECT NUMBER Oi+ - Y sMH 60501489 Designed By: T.SHEA - .� Drawn By: S.NAPOLITANO >- _ + R-28.22 a°- Dept Check: C.BENZIGER u O X �''o„o T / �� / (J / ", T 1-16.0 P w B-1 /' \ 1=16. S) Proj Check: R.ADAMS W �2 - 36" HANNEL NOTES: W / s so r ° SMH Date: AUGUST 2019 �F A O / Q Q " ` / + 1. FOR LEGEND,ABBREVIATIONS AND GENERAL NOTES,SEE SHEET 00 C-001. Scale: AS NOTED w z�- w N U O /,O \' ° 2. FOR DETAILS,SEE 99 SERIES OF CIVIL SHEETS. S Q �0 2s _ a DISCIPLINE S, _ o /� sass `� Sy 0 �POJ( ❑- 3. THE EXISTING CONDITIONS SHOWN ON THIS PLAN ARE POST DEMOLITION,I.E.AFTER CIVIL DEMOLITION OF EXISTING FENCING,CURBING,ETC.FOR COMPLETE EXISTING CONDITIONS, SHEET TITLE y C) �O - SEE SHEET 00 C-101. 9 a 35.67 � SITE GRADING PLAN a 4 PLAN 0 10 20 30 z a m 1"=10' SHEET NUMBER LL o SCALE FEET F o SCALE:1"=10' 00 C-106 5 4 3 2 1 5 4 3 2 1 AECOM PROJECT NO LEDGE OR RIVERSIDE PUMP SHEETING,IF USED,SHALL BE 12"MIN UNEXCMATERIALA ED STATION LEFT IN PLACE BELOW TOP OF SHEETING IF USED TRENCH WIDTH Ws OR Wu PIPE ZONE f 5'BELOW GRADE, PIPE PROJECT BEYOND SHALL BE LEFT IN -I- A;/ THIS LINE STANDBY GENERATOR D EXCEPT WHERE OTHERWISE PLACE BELOW TOP Ws/OR Wu� Wu/2 1. PIPE TRENCHES MAY BE EXCAVATED WIDER THAN TRENCH WIDTH Ws(SHEETED)OR INDICATED OR DIRECTED OF PIPE ZONE, 2 Wu(UNSHEETED)ABOVE THE TOP OF PIPE ZONE. CP-1 PIPE ZONE EXCEPT WHERE OTHERWISE i 2. TRENCHES SHALL NOT BE EXCAVATED BEYOND THE TRENCH WIDTH Wu BELOW THE TOP INDICATED OR DIRECTED OF PIPE ZONE. ° °II 3. SHEETING MUST BE USED IF EXCAVATION AND BACKFILL,BELOW NORMAL DEPTH,IS 0 RIVERVIEW STREET N REQUIRED. SHEETING SHALL BE LEFT IN PLACE BELOW A LINE 1'-0"ABOVE THE NORTH ANDOVER,MA 01845 NON-WOVEN GEOTEXTILE poop"o° Lu TOP OF PIPE AND 5'-0"BELOW GRADE. CLIENT FILTER FABRIC io z NORMAL DEPTH o° 0 4. ALL ROCK WITHIN 3'-0"HORIZONTALLY OF THE ENDS OF BUILDING CONNECTIONS, GREATER LAWRENCE 6" 00 0LIMIT OF BRANCHES OR STUBS AND DOWN TO A HORIZONTAL PLANE 6"BELOW THE BOTTOMS SANITARY DISTRICT _ OF SUCH CONNECTIONS,BRANCHES OR STUBS,SHALL BE EXCAVATED. r <5" —SELECTED EXCAVATED 5. CONTROL DENSITY FILL TO BE USED AS BACKFILL WHERE UTILITIES OR ROAD ARE 240 CHARLES STREET 12"MIN. °o Lj� MATERIAL,COMPACTED UNDERMINED OR AS DIRECTED BY THE ENGINEER. NORTH ANDOVER,MA 01845 OVERLAP II EXCAVATE UNACCEPTABLE ° AS SPECIFIED. 978.685.1612 tel 978.685.7790 fax MATERIABACKFILL AND COMPACT, I o°°b NORMALLD BELOW PAYMENT LIMITS \°°i AS SPECIFIED — °� AS DIRECTED FOR NORMAL PAYMENT LIMITS FOR TRENCH WIDTH Ws OR Wu CONSULTANT ——— — EXCAVATION ROCK EXCAVATION (WITH/WITHOUT LEDGE EXCAVATION) AECOM TECHNICAL SERVICES,INC. COMPACTED SCREENED GRAVEL UNDISTURBED NOMINAL PIPE DEPTH OF PIPE INVERT 250 APOLLO DRIVE AGAINST UNDISTURBED MATERIAL MATERIAL DIAMETER BELOW GROUND SURFACE CHELMSFORD,MA01824 NON-WOVEN OR SHEETING D 0 TO 12' 12'TO 20' PHONE:(978)905-2100 GEOTEXTI LE www.aecom.com (SEE NOTE 3) HALF SECTION HALF SECTION IN EARTH IN ROCK 24"AND SMALLER 5'-0" 7'-0" OVER 24" D+3'-0" D+5'-0" NOTES: TRENCH SECTION GENERAL NOTES FOR 1.TO BE USED WHERE UNACCEPTABLE FOUNDATION MATERIAL(SEE C SPECIFICATION SECTION 02210)EXISTS BELOW NORMAL DEPTH. FOR Di OR PVC PIPE PIPE TRENCHES 2.DETAILS NOT SHOWN ARE SAME AS TRENCH SECTIONS SHOWN ELSEWHERE. 3.NON-WOVEN GEOTEXTILE SHALL BE PLACED AT UNDISTURBED SUBGRADE 18 INCH DIAMETER AND SMALLER NOT TO SCALE WHEN SCREENED GRAVEL OR CRUSHED STONE IS USED AS BACKFILL. 2-1.1.11(REV.06-17-13) NTS 2-1.1.1(REV.02-25-10) TRENCH SECTION IN UNACCEPTABLE MATERIAL NOT TO SCALE 2-1.1.21(REV.06-17-13) REGISTRATION GRATE GROUND SLOPE_ 2 LIFTING STRAPq SUITABLE DEVICE f% /','� TO NATURAL TO DISSIPATE VELOCITY ;" WATER COURSE B SEDIMENT LADEN WATER 8 STANDARD FABRIC DANDY BAG II OR1 15'-20'(TYP.) OF ORANGE WOVEN APPROVED EQUAL OR AS DIRECTED MONOFILAMENTQtA1 o� I SEDIMENT FREE WATER DUMPING STRAP 8 -_- ALLOWS FOR EASY REMOVAL OF PUMP DISCHARGE = coNTENrs ISSUE/REVISION �`o FLAT STONE 2"x2"x36"WOODEN STAKES PLACED 10'O.C. FILTER FABRIC MAT GROUND SLOPE_ ti 2%2"06"WOODEN STAKES PLACED 10'O.C. HAY BALE AREA TO BE PROTECTED SILT SOCK 110'-15'(TYP.)OR AS DIRECTED-15'(TYP.)OR AS DIRECTED I/R DATE DESCRIPTION WATER FLOW AREA TO BE PROTECTED SILT SOCK WORK AREA PROJECT NUMBER WATER FLOW 1 60501489 2"MIN. Designed By: T.SHEA PUMP DISCHARGE LINE WORK AREA ® Drawn B S.NAPOLITANO SUITABLE VELOCITY DISSIPATER INSTALLATION AND MAINTENANCE: I III y 2'HIGH CLEAN Dept Check: C.BENZIGER _ STONES(d50=6") INSTALLATION: REPILLOWMOVE THE GRATESTAND FROM CATCH BASIN.IFMOVE USING OPTIONAL OIL ABSSTRAPSORBEOUTNTS;PLTHEACE ABSORw PLACEBENTTHE GRATE INTO CNIT.ATCHBASINGRATEINS INSERT SOEND.THE GRATE ISE TOPBELOWLIFTINGTHE TOP STRAPS AND ABOVE THE WAY AND SECTION PLAN Proj Check: R.ADAMS _ LOWER STRAPS.HOLDING THE LIFTING DEVICES,INSERT THE GRATE INTO THE INLET. Date: AUGUST 2019 O _—_ - MAINTENANCE: REMOVE ALL ACCUMULATED SEDIMENT AND DEBRIS FROM VICINITY OF THE UNIT AFTER EACH Scale: AS NOTED a A FLAT STONE — STORM EVENT.AFTER EACH STORM EVENT AND AT REGULAR INTERVALS,LOOK INTO THE CATCH BASIN INSERT. NOTES: IF THE CONTAINMENT AREA IS MORE THAN 1/3 FULL OF SEDIMENT,THE UNIT MUST BE EMPTIED.TO EMPTY z G THE UNIT,LIFT THE UNIT OUT OF THE INLET USING THE LIFTING STRAPS AND REMOVE THE GRATE.IF USING 1.SEE SPECIFICATIONS FOR SILT SOCK MATERIAL REQUIREMENTS. a a FILTER FABRIC MAT HAY BALE OPTONAL ABSORBENTS;REPLACE ABSORBENT WHEN NEAR SATURATION. DISCIPLINE o SEDIMENT UNACCEPTABLE INLET PROTECTION METHOD: CIVIL SHEET TITLE SECTION A SIMPLE SHEET OF GEOTEXTILE UNDER THE GRATE IS NOT ACCEPTABLE. COMPOST SILT SOCK d S NOT TO SCALE DETAILS a- SEDIMENT TRAP SEDIMENTATION CONTROL FOR CATCH BASINS u ~z NTS NOT TO SCALE aw LL 2-1.60.2(REV.09-29-95)o SHEET NUMBER a a LL D o u O99 C a`J a -501 5 4 3 2 1 5 4 3 2 1 A�COM i #6 PROJECT 4"4, RIVERSIDE PUMP #4 HOD #4 TIE STATION STANDBY GENERATOR --- C P-1 2"CLEAR COVER 0 RIVERVIEW STREET PLAN OF PRECAST SLAB NORTH ANDOVER,MA 01845 CLIENT 3000 PSI CONCRETE COLLAR GREATER LAWRENCE TO BE PLACED WHEN PERMANENT MH FRAME AND COVER SANITARY DISTRICT PAVEMENT IS PLACED PAVED UNPAVED NEENAH FOUNDRY NO.R2501 WITH TYPE G HEAVY DUTY GRATING 240 CHARLES STREET PAVEMENT SURFACE SURFACE MORTAR NORTH ANDOVER,MA 01845 TOP COURSE ADJUST TO REQUIRED GRADE 978.685.1612 tel 978.685.7790 fax PAVEMENT WITH MINIMUM OF TWO COURSES BINDER COURSE OF BRICK MASONRY OR REINFORCED CONSULTANT CONCRETE GRADING RINGS PRECAST REINFORCED AECOM TECHNICAL SERVICES,INC. CONCRETE MH FLAT 250 APOLLO DRIVE SLAB TOP CHELMSFORD,MA 01824 6"MIN. o PHONE:(978)905-2100 po 11"MAX. www.aecom.com 8" #4 HOOP 1"CHAMFER go 2"CLEAR COVER 6"PVC DRAIN C TO TANK ova 6"PVC DRAIN ANTI-SIPHON TO CATCH BASIN PIPE SEE NOTE#3 a SEE NOTE#2 BUTYL RUBBER SEALANT(TYP.) ---------------- 4'-0"DIA. 5"MIN. PRECAST REINFORCED 2'SUMP(MIN.) CONCRETE MH BARREL aa° °a SECTION POST INDICATOR(PAINTED BLACK) NOTES: REINFORCE PAD WITJH REGISTRATION 4-#4 T&B,EW 1. BASE AND JOINT DETAILS SHALL BE IN ACCORDANCE WITH SPECIFICATION SECTION 02431. 2. FACE OF PIPE FLUSH OR NOT TO PROJECT MORE THAN 4"FROM FACE OF WALL FINISHED GRADE ALONG CENTERLINE OF PIPE. (ASPHALT) 4 3. 6"PVC PIPE ELBOW.BOTTOM OF ELBOW SHALL BE ELEVATION 30.0. II4. FOR DESCRIPTION,MATERIALS AND CONSTRUCTION METHOD,SEE SPECIFICATIONS. F14-3/4"DIA.TYPE 316STAINLESS STEEL STUD PROVIDE 2'-0° Q.x6°TH r 5. PRECAST CONCRETE H-20 LOADING. 3000 PSI CONCRETE PAD TYPE CONCRETE ANCHORS TELESCOPING STAINLESS STEEL TOP SECTION BEVELED WASHER PROVIDE EXTENSION OD FRAME PRECAST CONCRETE CATCHBASIN W/2°OPERATING NUT 6" MORTAR IL BELOW GRADE WHEN VALVE CENTERLINE IS OVER 4'-0" /fJj a.. WITH FLAT SLAB TOP BELOW FINISHED GRADE IT if NOT TO SCALE ADJUSTABLE ISSUE/REVISION POST o PRECAST REINFORCED CONCRETE = BACKFILL MH CONE BASE BOTTOM SECTION BRICK OR BLOCK m BRICK OR BLOCK 4-3/4"DIA. PIPE MASONRY MH WALL PIPE MASONRY MH WALL TYPE 316 RUBBER RING WATER STOP BEDDING MATERIAL STAINLESS STEEL STUD TYPE :>4::o•°"• :04 CONCRETE ANCHORS ° .:;a;:' �� I/R DATE DESCRIPTION STAINLESS STEEL D•.. BEVELED WASHER I I I I o I I I IVt FRAME I I I I o PROJECT NUMBER MORTAR I I I ?? a` I 40 O° I I MAX.OPENING I I ' 'O.D.+4"IF fit'• 60501489 0 CUT IN FIELD '`' Desi ned B T.SHEA z ° NON-SHRINK ;'• - - 9 Y 0 MORTAR ROUGHEN PIPE w? °J SURFACE 4: �':^ Drawn By: S,NAPOLITANO •°o°a° �s Dept Check: C.BENZIGER w •-•• Proj Check: R.ADAMS PRECAST REINFORCED CONCRETE PLAN SECTION ul Date: AUGUST2019 o MH FLAT SLAB TOP II II III a Scale: AS NOTED _A NON-SHRINK MORTAR JOINTS DISCIPLINE FOR CONNECTING PIPES TO NOTE:SEE NOTE 5 ON SHEET 00 C-103. CIVIL m ANCHOR BOLT DETAILS FOR SHEET TITLE a FRAMES FOR MANHOLE TOPS BRICK OR BLOCK MASONRY MANHOLES BURIED GATE VALVE DETAILS II IN UNPAVED AREAS NOT TO SCALE WITH POST INDICATOR a-a w� a w LL NOT TO SCALE NTS w o w SHEET NUMBER a a LL D o u O99 a`;a C-502 5 4 3 2 1 5 ° 4 ° 3 ° 2 ° 1 AECOM PROJECT STRAND OF RIVERSIDE PUMP BARBED WIRE STATION AT GATE POST STANDBY GENERATOR D EXTENSION 1 5/8"O.D. CP-1 ROUND CONCRETE FILL 1'—O"(TYPICAL) ARM TOP RAIL TIES 1'-2"O.C.(MAX.) 0 RIVERVIEW STREET PAINT POST NORTH ANDOVER,MA 01845 INTERNATIONAL FACE OF POSTS YELLOW W/2-4" STRUCTURE MAXIMUM SPACING CLIENT BLACK BANDS WIRE 9 RI WOVEN LINE POSTS 2 SPACING O.D. WIRE FABRIC GREATER LAWRENCE 6"STEEL POST FILLED KNUCKLED SELVAGE a POSTS 2CORNER AND PULL WITH CONCRETE "' 1 5/8"'O.D.TOP RAIL GATEm. w SANITARY DISTRICT WIDTH 1 7/8"O.D. GATE FRAME m 240 CHARLES STREET PAVEMENT OR w FINISHED GRADE 3 STRANDS BARBED WIRE NORTH ANDOVER,MA 01845 10'MAX. 978.685.1612 tel 978.685.7790 fax �0 3/8"STEEL POST SPACING 2 3/8"O.D.LINE POSTS TRUSS ROD TYP. BARBED SELVAGEA 1 5/8"O.D. CONSULTANT ( ) TOP RAIL CORNER O.D. PULL POSTS 7 TENSION WIRE— FINISH GRADE AECOM TECHNICAL SERVICES,INC. 18"DIAM. 250 APOLLO DRIVE CONCRETE a o \/ / M CHELMSFORD,MA 01824 2"x2"x9 GA.WOVEN p o PHONE:(978)905-2100 WIRE FABRIC www.aecom.com FOOTING SEE D p FOOTING 4000 PSI CONCRETE E POST SCHEDULE FENCE SECTION GAT 3'-0"LINE POSTS 3'-6"END,CORNER 1 5/8"O.D. GATE WIDTH POST O.D. PULL AND GATE POSTS PLUNGER ROD&CATCH BOTTOM RAIL <6 2 7/8" D° D C 6'-13' 4" D GUARD POST 13'-18' 6 5/8" FOOTING SEE SECTION 03300 N.T.S. 6"+POST O.D. W HEIGHT CHAIN LINK 7 GA.TENSION WIRE. MINIMUM DIAMETER DOUBLE LEAF GATE 2-1.4542 TOCA2E15-94) W HEIGHT CHAIN LINK CHAIN LINK FENCE SECTION 41/2"t x 12"f FENCE ELEVATION WITH BARBED WIRE GRANITE CURB NOT TO SCALE NOT TO SCALE 6"QEV FINISHED GRADE PAVEMENT REGISTRATION COMPACTED 4 „ GRAVEL SUBBASEi n GRANITE EDGING v �BIB NOT TO SCALE 2-1.43.1(REV.12-15-94) ISSUE/REVISION METAL EDGE STRIPS LINE OF GENERATOR PAD AND STAKES,AS 2'-0"MIN.WIDTH SPECIFIED WIDTH OF INFILTRATION TRENCH EDGE OF EXISTING 1-1/2"TOP COURSE PAVEMENT 3"BINDER COURSE SAW CUT EXISTING 3"BITUMINOUS CONCRETE PAVEMENT I/R DATE DESCRIPTION 24"CRUSHED STONE, 2'-0"MIN. —1 1/2"TOP COURSE PAVEMENT(MATCH GRADE) —1 1 FIN.GRADE 1„ AS SPECIFIED 1'-0" PAINT EXPOSED FACE /2"BINDER COURSE PROJECT NUMBER SAME ELEV. MIN. WITH ASPHALT CEMENT AS TOP OF 60501489 0 STEEL EDGING o NEW B�° �°� ° /�1 EXISTING Designed By: T.SHEA 1 ° s° ° ° Drawn By: S.NAPOLITANO TOPSOIL Dept Check: C.BENZIGER w 22" Proj Check: R.ADAMS EXISTING BASE AND SUBBASE 8"MIN.PROCESSED GRAVEL Date: AUGUST 2019 BASE COURSE,AS SPECIFIED 0 NON—WOVEN GEOTEXTILE 10"GRAVEL Scale: AS NOTED z A FABRIC COMPACTED SUBGRADE BASE COURSE w a COMPACTED SUBGRADE z� Q NOTES: DISCIPLINE r o NOTE: 1. SLOPE PAVEMENT TO CATCH BASIN. � 1.MATERIALS SPECIFIED IN SPECIFICATION SECTION 02210. ' TYPICAL FORMAT OF CIVIL 2. PROVIDE TACK COAT BETWEEN BINDER AND TOP COURSE OF PAVEMENT. SHEET TITLE PAVEMENT MATCHING DETAIL DETAILS III INFILTRATION TRENCH(CRUSHED STONE) N.T.S. SPILL CONTAINMENT AREA PAVEMENT SECTION a NTS a w�z NOT TO SCALE a w LL w o w SHEET NUMBER a a LL D o N 99 C-503 a<a 5 ° 4 ° 3 ° 2 ° 1 5 4 3 2 1 MANHOLE AND DUCT BANK NOTES PULL BOX CWS(TYPICAL) P"=Com #5 0 12"TOP 10" 6'-0" 10" 1. ALL CONCRETE INSERTS,FITTINGS AND ACCESSORIES ARE TO BE FABRICATED FROM HEAVY-DUTY STAINLESS STEEL. #6 0 6"BOT. I PROJECT 2. ALL CONCRETE FOR MANHOLES AND DUCT RUNS TO BE CLASS"A"(4000 PSI)AS PER THE STRUCTURAL SPECIFICATIONS. PULL BOX 3. ALL CONDUIT AND OTHER EQUIPMENT IN MANHOLES SHALL BE BONDED WITH A N0.4,STRANDED COPPER CABLE(MINIMUM). GALVANIZED RIGID RIVERSIDE PUMP _4---------- � STEEL CONDUIT STATION 4. ALL 4"OR LARGER STEEL CONDUIT BENDS SHALL HAVE A 36"RADIUS(MINIMUM). STANDBY GENERATOR 5. ALL CABLES SHALL BE TAGGED WITH A PROTECTED PLASTIC TAG OF DISTINCTIVE COLOR AND MARKING FOR EACH VOLTAGE.THE TAGS CONDUIT EXPANSION D WILL GIVE VOLTAGE AND CIRCUIT NUMBER ASSIGNED BY THE CONTRACT DRAWING CONDUIT AND WIRE SCHEDULE. FITTING(TYP.) CP-1 6. CONTRACTOR TO SIZE THE CIRCULAR OPENINGS IN THE MANHOLE ROOF FROM FRAMES ACTUALLY FURNISHED. DAP CONCRETE DUCT BANK WALL ELECTRICAL(CP-2) 7. PLASTIC DUCT SPACERS SHALL BE INSTALLED ON 4 FT.CENTERS.JOINTS ARE TO BE STAGGERED BETWEEN TIERS TO PROVIDE NOT i ,)O GRADE 0 RIVERVIEW STREET LESS THAN 12 INCH LONGITUDINAL SEPARATION BETWEEN JOINTS IN ANY TWO ADJOINING CONDUITS. ° #5 0 12"TOP CIVIL(CP-1) NORTH ANDOVER,MA 01845 p 8. THE SIZE OF A MANHOLE WINDOW DEPENDS ON THE NUMBER OF CONDUITS IN THE INCOMING DUCTLINE.TO DETERMINE THE ACTUAL #6 0 6"BOT. PVC CONDUIT CLIENT (NP) STAINLESS STEEL CONCRETE WINDOW SIZE AND LOCATION,SEE THE DUCT SECTION.THE WINDOW OPENING MUST ALSO BE A MINIMUM OF ONE FOOT ABOVE ANCHORS(TYP.),(MIN.OF 4) GREATER LAWRENCE MANHOLE FLOOR AND/OR ONE FOOT BELOW MANHOLE ROOF.EACH MANHOLE WINDOW SHOULD BE OFFSET FROM THE CENTER OF a a v CEMENT/EPDXY FILL(TYP.). THE WALL SO THAT ONE VERTICAL EDGE 15 CLOSE TO THE INTERSECTION OF TWO WALLS. a FLOOR REFER TO STRUCTURAL DETAILS. SANITARY DISTRICT 9. ALL STEEL CONDUIT SHALL BE TERMINATED IN MANHOLES WITH CONDUIT GROUNDING BUSHINGS. L -J pap o o I J a p a a a s 240 CHARLES STREET 10. MANHOLE COVER SHALL HAVE THE WORD"ELECTRIC"CAST ON THE COVER. NORTH ANDOVER,MA 01845 PVC TO STEEL ADAPTER(TYP.) 978.685.1612 tel 978.685.7790 fax 11. INSTALL TWO PULLING-IN IRONS OPPOSITE CENTER OF EACH ENTERING DUCT RUN.ONE 6"BELOW ROOF AND ONE 6"ABOVE FLOOR. 12. ALL DUCTS SHALL DRAIN FROM HIGH POINT TO MANHOLE WITH A SLOPE OF NOT LESS THAN 4"PER 100 FEET. CONSULTANT AECOM TECHNICAL SERVICES,INC. TOP PLAN 250 APOLLO DRIVE 1 CHELMSFORD,MA 01824 PHONE:(978)905-2100 C-0" SQUARE MANHOLE www.aecom.com NTS CONDUIT ENTRANCE SEAL IN FINISHED GRADE WALL WITH PULL BOXES axA #4 0 18" L 1 NTS 5"MIN. C #4 0 7 1/2"T.&B. MANHOLE FRAME AND COVER RATED FOR 5"MIN. CONT. 2"CLEAR(TYP) A.A.S.H.T.O.HS-20 WHEEL LOADING . N 3"MINIMUM FINISHED GRADE 2'-6"FOR MANHOLES _ (PAVED AREA) #4 DOWELS X z SPACING TO MATCH a /2 FINISHED GRADE(UNPAVED AREA) DUCTBANK REINF. DUCTBANK REINFORCING INTERMEDIATE TYPE GROUT PLASTIC SPACER 0 4'-0"SPACING O O O ADJUST TO REQUIRED GRADE WITH 12"17 1/2"7 1/?"1 12" _ MINIMUM OF TWO COURSES OF BRICK � MASONRY OR REINFORCED CONCRETE BASE TYPE PLASTIC \Z g 0 3'-0" '' o GRADING RINGS SPACER 0 4'-0" OPENING a SPACING O O O e END BELL-\ O O Oa... Z tV T T T � 3"MINIMUM 4-1/2"DIA.STEEL BOLTS THROUGH MANHOLE FRAME, BRICK CHIMNEY AND MANHOLE ROOF COMPLETE WITH 000 #4 E.S.CONT. LOCK WASHERS&DOUBLE NUTS. EXOTHERMIC WELD 3"CLEAR CONC. 2„ GROUND CONDUCTOR TO END OF BOLT. REGISTRATION COVER FOR SET CONDUIT SUPPORT SPACERS ON O O O WATER STOP REINFORCEMENT 7 1/2 7 1/2 PRECAST CONCRETE BLOCK BAR MINIMUM MINIMUM SUPPORTS MANHOLE FRAME AND COVER F (TYP.) `. NOTE: NTS o.:J 1 BACKFILL DUCT BANK IN LAYERS AND MANUALLY TAMP OR"PUDDLE"CONCRETE FILL. PROVIDE YELLOW DUCT BANK MARKER TAPES,READING"CAUTION-ELECTRICAL LINES BELOW",OVER ENTIRE LENGTH OF DUCTLINE.LOCATE TAPES 12 INCHES BELOW GRADE. CONSTRUCTION CONDUIT(TYP.) /¢ PROVIDE A TAPE FOR EVERY 12 INCHES OF WIDTH OF DUCTLINE. JOINT(TYP.) 7 I t I B ELEVATION SECTION STANDARD DUCT BANK SECTION FINISHED GRADE 3,-0„ SEE MANHOLE FRAME& ENTRANCE TO MANHOLE UNDER ROADWAY AND PAVED AREA OPENING COVER DETAIL THIS SHEET GENERATOR /� NTS FEEDERS (PVC CONDUIT 8 8 PULLING IRON(TYP.) o 0 10" NTS (TYP.) ISSUE/REVISION o ------------ WATERSTOP(TYP.) 1 L——— — 1 FOR OPENING SEE J FINISHED GRADE ---- CONDUIT ENTRANCE DETAIL Oo 0000 (D(D 3 1/2" 3 1/2" OOO CLEVIS AND PIN TYPE, 2 8/8/19 REVISED DETAIL STAINLESS STEEL DETAIL MV1 1 8/6/19 DELETED DETAIL REF. #4 0 18'T.&B. 12"CLEAR(TYP.) HEAVY CABLE RACK N1'-0"MINIMU� FEEDERSOR " " I/R DATE DESCRIPTION 3/4"DIAMETER SELF DRILLINGMINIMUM ------ PROJECT NUMBER STAINLESS STEEL INSERT \ • • • • N , HEAVY-DUTY UNDERGROUND 1'-01,MINIMUM 60501489 a STAINLESS STEEL SUPPORT o O O 4 @ 7 1/2"T.&B. ,n ; RACK WITH INSULATORS a BASE TYPE + + + # / � 2" 2" 2" 2" Designed By: J.DIETZ PLASTIC SPACER CONT. o * * 1 t —— F_ ——_1 r—————__1 Drawn By: J.DIETZ m N N N0.4 AWG BARE • • • COPPER GROUND WIRE GENERATOR Dept Check: Y.RIZK c p (MIN.) 2" 2" 2" 2" 2" 2" I 4" 4" FEEDERS 4" 4" L-----J L-----J Proj Check: R.ADAMS 1'-0"DEEP SUMP *RGS *RGS *RGS Date: AUGUST2019 o A NOTE: 7 1/2 7 1/2 Scale: AS NOTED w z a GROUND LOOP o M a BACKFILL DUCT BANK IN LAYERS AND MANUALLY TAMP OR"PUDDLE"CONCRETE FILL 1 P1 DISCIPLINE a M PROVIDE YELLOW DUCT BANK MARKER TAPES,READING"CAUTION-ELECTRICAL LINES CABLE(N0.4/0) DETAIL DETAIL S1 DETAIL MV/S1 DETAIL MV/S2 BELOW",OVER ENTIRE LENGTH OF DUCTLINE.LOCATE TAPES 12 INCHES BELOW GRADE. EXOTHERMIC WELD 0 C-10 0 C-10 0 C-10 0 C-10 CIVIL o PROVIDE A TAPE FOR EVERY 12 INCHES OF WIDTH OF DUCTLINE. 3/4"X 10'-0°LONG SECTION 12" SHEET TITLE oCOPPER CLAD° GROUND ROD STEEL DETAILS IV-ELECTRICAL a m STANDARD SINGLE LAYER 2 DUCT BANK SECTIONS DUCT BANK SECTION MANHOLE SECTION WITH MEDIUM NOTES: DUCTBANK AND MANHOLE w LL NTS 1. CP-1 CONTRACTOR IS RESPONSIBLE FOR DUCT BANKS AND CONDUIT INSTALLATION.CP-2 CONTRACTOR TO DETAILS z a w VOLTAGE CABLE SUPPORT PULL ALL WIRES AND MAKE TERMINATIONS. w o SHEET NUMBER o NTS O 2. UNDERGROUND CONDUIT IN DUCTBANK SHALL BE PVC SCHEDULE 40 UNLESS OTHERWISE INDICATED. 99 C-504 o a a a 5 4 3 2 1 5 4 3 2 1 8" 5'-4" 8° AECOM MANHOLE, HANDHOLE AND DUCT BANK NOTES 4'-0" PROJECT 1. ALL CONCRETE INSERTS,FITTINGS AND ACCESSORIES ARE TO BE FABRICATED FROM HEAVY—DUTY STAINLESS RIVERSIDE PUMP STEEL. oo TAT N 2. ALL CONCRETE FOR MANHOLES AND DUCT RUNS TO BE 40DO PSI AS PER THE STRUCTURAL SPECIFICATIONS. STANDBY GENERATOR D 3. ALL CONDUIT AND OTHER EQUIPMENT IN MANHOLES SHALL BE BONDED WITH A NO.4,STRANDED COPPER CP-1 CABLE(MINIMUM). --- --- 4. ALL 4"OR LARGER STEEL CONDUIT BENDS SHALL HAVE A 36"RADIUS(MINIMUM). 5. ALL CABLES SHALL BE TAGGED WITH A PROTECTED PLASTIC TAG OF DISTINCTIVE COLOR AND MARKING FOR EACH --- GROUND ROD ___ 0 RIVERVIEW STREET VOLTAGE.THE TAGS WILL GIVE VOLTAGE AND CIRCUIT NUMBER ASSIGNED BY THE CONTRACT DRAWING CONDUIT --- --- NORTH ANDOVER,MA 01845 AND WIRE SCHEDULE. CLIENT 6. HAND HOLE COVER SHALL HAVE THE WORD"ELECTRIC'CAST ON THE COVER. END BELL(TYP) PVC CONDUIT GREATER LAWRENCE REINFORCED 7 CONCRETE DUCTBANK SANITARY DISTRICT 240 CHARLES STREET PLAN NORTH ANDOVER,MA 01845 978.685.1612 tel 978.685.7790 fax SEE MANHOLE FRAME AND COVER DETAIL THIS SHEET CONSULTANT 2#5 T.&B. FINISHED GRADE AECOM TECHNICAL SERVICES,INC. TYP.4 SIDES 250 APOLLO DRIVE CHELMSFORD,MA 01824 GROUT(PAVED AREA) PHONE:(978)9'05-2100 x 1 1/2"CLloq ° ° ":.': www.aecom.com ---------------- I o N PVC CONDUIT(TYP) I END3,_0" 1 XLlX 2 1/2" BUS _PER 2'-6" C GROUNDU z #4 DOWELS X SPACING TO MATCH DUCTBANK REINF. EXOTHERMIC WELD #5®10"IN CENTER (TYP.4 WALLS) 3/4"X 10'-0"LONG CRUSHED STONE ROD COPPER CLAD STEEL GROUND ROD NO.6 BARE COPPER SECTION GROUND CABLE 4'-0" SQUARE HANDHOLE (PVC CONDUIT NTS #5®10 5'-4" REGISTRATION 0 8" 4'-0" 8" 2'-0" G ¢ --- GROUND ROD — --- aa ---_- 8 STEEL CONDUIT ISSUE/REVISION REINFORCED CONCRETE DUCTBANK PLAN SEE MANHOLE FRAME AND COVER DETAIL THIS SHEET 4#5 T.&B. FINISHED GRADE I/R DATE DESCRIPTION TYP.4 SIDES PROJECT NUMBER GROUT(PAVED AREA) x 1 1/2"cL o o:::;::;. 60501489 m ______ N m Designed By: J.DIETZ o I oSTEEL CONDUIT(TYP.) N Drawn By: J.DIETZ GRO ND NG Dept Check: Y.RIZK 4„ w BUSHING 2'-6° Proj Check: R.ADAMS o z G #4 DOWELS X'o Date: AUGUST 2019 a A - SPACING TO MATCH Scale: AS NOTED w a a DUCTBANK REINF. w o EXOTHERMIC #5 0 10"IN CENTER DISCIPLINE o a WELD(TYP.) (TYP.4 WALLS) CIVIL o 3 4"X 10'-0"LONG CRUSHED STONE / SECTION SHEET TITLE COPPER CLAD STEEL NO.6 BARE COPPER a, GROUND ROD GROUND CABLE DETAILS V-ELECTRICAL a 4'-0" SQUARE HANDHOLE (STEEL CONDUIT) HANDHOLE DETAILS ~4 NTS a W LL SHEET NUMBER w o a 7❑ o 99 C-505 a a a 5 4 3 2 1 5 4 3 2 A=COM PROJECT v GENERATOR v v RIVERSIDE PUMP ENCLOSURE GENERATOR WALL STATION ENCLOSURE WALL TO CO STANDBY GENERATOR D GENERATOR ENTRANCENDUIT GENERATOR CP—1 TO CONDUIT ENCLOSURE ENTRANCE ENCLOSURE 0 RIVERVIEW STREET NORTH ANDOVER,MA 01845 CLIENT ........................ .................. ....................... ...................... .............. .............................. .......... ........I I I I I I I I I i '' "I',,"","..................................... ...................................... ........ ......... ...... ........ ....... ........ ...... ........ ........................................ GREATER LAWRENCE ....... ............... ........ ................. ................. ...... 141 BASE .......BASE'.'.'.'GENERATORBASE GENERATOR BASE ........... ......... ..... .................................... ... SANITARY DISTRICT .............. ........................ .... ....................................... ........... .............. ............................................ .............. ................................................. ........................................................... 240 CHARLES STREET .......... ............ ......................... ................................................................. ................................................................... NORTH ANDOVER,MA 01845 ..................... ........................................................................................... ...................................................................... .................... ................................. ............................................................ ..... ......................... 978.685.1612 tel 978.685.7790 fax CONSULTANT CONDUIT -11, CONDUIT CAP END OF /ENTRANCE�/ CAP END OF ENTRANCE CONDUIT 4 AECOM TECHNICAL SERVICES,INC. THROUGH CONDUIT THROUGH (TYP.) 250 APOLLO DRIVE FUEL TANK F—TAN (TYP.) FUEL TANK TANK CHELMSFORD,MA 01824 CP-2 CP-2 PHONE:(978)905-2100 www.aecom.com o FUEL TANK CP-1 FINISHED FINISHED GRADE GRADE 4 4, 4 4 1 '4 4 4 4 4 4 4 C 4 4 4 4, 4 4: 2"RGS STAINLESS STEEL V4 V CONDUIT 4 4 oe CONCRETE ANCHORS 4. : I" ... ..4 4 4: (TYP.),(MIN.OF 8) 4 4 2"RGS 2 4 4 CONCRETE RGS A GENERATOR CONDUIT 4 CONDUIT 4"RGS CEMENT/EPDXY PAD CONDUIT FILL(TYP.) STAINLESS STEEL .4 2"PVC 4. CONCRETE ANCHORS . CONDUIT (TYP (MIN.OF 4) 4 Fol CONCRETE GENERATOR 4"RGS PAD 4 4 � 4 CONDUIT 4 DUCTBAN 4 4 4 4' \--DUCTBANK 4 .4 PVC TO STEEL 2"PVC ADAPTER(TYP.) CONDUIT REGISTRATION PVC TO STEEL 4"PVC ADAPTER(TYP.) HELICAL PILE(TYP.) HELICAL PILE(TYP.) CONDUIT—// R M B ISSUE/REVISION 1 1 8/8 19 1 NEW DRAWING I/R DATE I DESCRIPTION PROJECT NUMBER 60501489 Designed By: J.DIETZ Drawn By: M.STEWART Dept Check: C.BENZIGER 2-4"DIA SCHEDULE 40 PVC CONDUITS(4.5"O.D.)AND 2-4"DIA SCHEDULE 40 PVC CONDUITS(4.5"O.D.)AND Proj Check: R.ADAMS 6-2"DIA.SCHEDULE 40 PVC CONDUITS(2.25"O.D.) 6-2"DIA.SCHEDULE 40 PVC CONDUITS(2.25"O.D.) Date: AUGUST 2019 0 < Scale: AS NOTED w WITH 36"RADIUS BENDS WITH 36"RADIUS BENDS DISCIPLINE CIVIL LOOKING SOUTH EAST LOOKING SOUTH WEST SHEET TITLE SCALE 3/4"=V-0" SCALE 3/4"=V-0" DETAILS VI CONDUIT STUB UP DETAILS 0 1 2 3 4 3/4"=l'—O SCALE FEET SHEET NUMBER 99 C-506 5 4 3 2 1 5 4 3 2 1 GENERAL FOUNDATION CONCRETE CONCRETE ANCHORS ABBREVIATIONS: AECOM 1. ALL WORK SHALL CONFORM TO THE MASSACHUSETTS STATE BUILDING 1. FOUNDATION DESIGNS ARE BASED UPON THE PILE CAPACITIES INDICATED ON 1. CONCRETE WORK SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR 1. EXPANSION TYPE ANCHORS SHALL CONFORM TO THE REQUIREMENTS OF ASTM AB ANCHOR BOLT CODE,780 CMR NINTH EDITION,THE INTERNATIONAL BUILDING CODE THE FOUNDATION PLANS. STRUCTURAL CONCRETE(ACI 301). E 488,'STANDARD TEST METHODS FOR STRENGTH OF ANCHORS IN CONCRETE ADDL ADDITIONAL PROJECT AND TO OTHER CODES AND REFERENCES INDICATED OR SPECIFIED. AND MASONRY ELEMENTS'AND ICED ES AC-193,'ACCEPTANCE CRITERIA FOR ALT ALTERNATE IN CASE OF CONFLICT,THE MORE STRINGENT REQUIREMENT SHALL 2• PERCENT COMPACTION IS DEFINED AS THE RATIO OF THE FIELD DRY DENSITY, 2. USE NORMAL WEIGHT CAST-IN-PLACE CONCRETE WITH ASTM C 150,TYPE II MECHANICAL ANCHORS IN CONCRETE AND ELEMENTS'. ALUM ALUMINUM GOVERN. DETERMINED BY ASTM D-1556,TO THE MAXIMUM DRY DENSITY,DETERMINED CEMENT FOR ALL CONCRETE WORK. ARCH ARCHITECTURAL RIVERSIDE PUMP BY ASTM-D 1557(MODIFIED PROCTOR). 2. ADHESIVE TYPE ANCHORS SHALL CONFORM TO THE REQUIREMENTS OF ASTM E ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS 2. DESIGN LOADS: 3. PROVIDE CONCRETE HAVING A 28-DAY COMPRESSIVE STRENGTH OF 5,000 PSI 488,'STANDARD TEST METHODS FOR STRENGTH OF ANCHORS IN CONCRETE ASTM ASTM INTERNATIONAL STATION 3. COMPACT BACKFILL UNDER FOUNDATION MATS,BASE SLABS,FOOTINGS,AND AND A MAXIMUM WATER-CEMENT RATIO OF 0.45. PROVIDE CONCRETE ' BM BEAM FLOOR LIVE LOAD:MINIMUM 100 PSF SLABS ON GRADE TO A MINIMUM OF 95 PERCENT. COMPACT EMBANKMENTS ATTAINING SPECIFIED 28-DAY DESIGN STRENGTH IN FIVE(5)DAYS(HIGH AND MASONRY ELEMENTS',ASTM 1512, STANDARD TEST METHODS FOR BOT,B BOTTOM STANDBY GENERATOR AND BACKFILL NOT SUPPORTING STRUCTURES TO A MINIMUM OF 90 PERCENT. EARLY STRENGTH MIX). TESTING BOND PERFORMANCE OF ADHESIVE-BONDED ANCHORS',ICBO ES CJ CONSTRUCTION JOINT D A. SNOW LOAD: PLACE AND COMPACT ALL BACKFILL IN 8-INCH MAXIMUM LAYERS. AC-AND3ACI'ACCEPTANCE FICRITERIAATION OFOR POST-INSTALLED NSTALLED ANCHORSE ANCHORS' CIL,N CONCRETE'. CL,CELR CENTERLINE CP-1 CLEAR 4. AIR-ENTRAIN ALL CONCRETE EXCEPT INTERIOR SLABS AND SLABS ON GRADE. GROUND SNOW LOAD(PG):50 PSF 4. COMPACT THE BOTTOM SURFACE OF EXPOSED EXCAVATIONS WITH A COL COLUMN VIBRATORY STEEL DRUM ROLLER OR VIBRATORY PLATE TO ACHIEVE A NEAR 5. REINFORCING BARS SHALL CONFORM TO ASTM A 615,GRADE-60. 3. PROVIDE SIZE,TYPE AND EMBEDMENT OF ANCHOR INDICATED INSTALLED TO CONC CONCRETE SNOW EXPOSURE FACTOR(CE):1.00 FLAT ROOF SNOW LOAD(PF): PSF SURFACE DENSITY OF AT LEAST 95 PERCENT. DEVELOP THE MAXIMUM CAPACITY FOR THE EMBEDMENT,TYPE AND ANCHOR CONT CONTINUOUS 0 RIVERVIEW STREET SNOW LOAD IMPORTANCE FACTOR(IS):1.10 6. WELDING REINFORCING BARS IS PROHIBITED. SIZE WITH A MINIMUM SAFETY FACTOR OF FOUR. DEG DEGREE NORTH ANDOVER,MA 01845 5. PROVIDE FOUNDATION PREPARATION AS INDICATED ON THE STANDARD DETAIL DIET DETAIL CLIENT SNOW THERMAL FACTOR(CT):1.20 UNDER ALL FOUNDATION SLABS,MATS AND FOOTINGS. 7. LAP CONTINUOUS BOTTOM REINFORCEMENT AT SUPPORTS AND CONTINUOUS 4. ANCHORS SHALL HAVE STANDARD UNC THREADS,UNLESS OTHERWISE DIA,4 DIAMETER TOP REINFORCEMENT AT THE CENTER OF A SPAN IN SLABS AND BEAMS, INDICATED. DIR DIRECTION GREATER LAWRENCE B. WIND LOAD: 6. DO NOT PLACE FOUNDATION CONCRETE IN WATER OR ON FROZEN OR UNLESS OTHERWISE INDICATED. DN DOWN DISTURBED GROUND. 5. ANCHOR INSTALLATION SHALL CONFORM TO THE MANUFACTURER'S CURRENT DWG DRAWING SANITARY DISTRICT ULTIMATE DESIGN WIND SPEED:134 MPH 8. PROVIDE REINFORCING BAR SUPPORTS,SPACERS,AND ACCESSORIES AS PRINTED INSTRUCTIONS. DWL DOWEL RISK CATEGORY:III 7. A UNIT WEIGHT OF SOIL OF 120 PCF WAS USED IN THE DESIGN. RECOMMENDED IN ACI 315. PROVIDE PLASTIC BOOTED ACCESSORIES IN EA EACH CONTACT WITH EXPOSED SURFACES.PROVIDE MINIMUM#5 SUPPORT BARS. 6. REMOVE DUST AND DEBRIS FROM DRILLED HOLES USING COMPRESSED AIR OR EF EACH FACE 240 CHARLES STREET C. SEISMIC LOAD: VACUUM AT BOTTOM OF HOLE. IMMEDIATELY REMOVE STANDING WATER AND EJ EXPANSION JOINT NORTH ANDOVER,MA 01845 PILES 9. SET AND MAINTAIN REINFORCEMENT AT THE CLEAR DISTANCES FROM THE THOROUGHLY DRY HOLES TO RECEIVE ADHESIVE ANCHORS. EL ELEVATION 978.685.1612tel 978.685.7790fax COMPONENT SEISMIC IMPORTANCE FACTOR(IE):1.50 SURFACE OF CONCRETE AS SHOWN IN THE STANDARD DETAIL UNLESS EW EACH WAY RISK CATEGORY:N/A 7. DO NOT HAMMER IN ANCHORS. INSTALL ANCHORS USING A ROTARY HAMMER EXIST EXISTING MAPPED SPECTRAL RESPONSE COEFFICIENTS 1. FOR THE INSTALLATION PERTAINING TO THE FURNISHING AND INSTALLATION OTHERWISE INDICATED. DRILL AS RECOMMENDED BY ANCHOR MANUFACTURER. THE USE OF HAMMER FD FLOOR DRAIN CONSULTANT OF THE PILES,REFER TO THE SPECIFICATIONS. S(S): 0.250 S(1): 0.076 10.PROVIDE EMBEDMENT AND SPLICES OF REINFORCEMENT AS SHOWN IN THE IN TYPE ADHESIVE CAPSULES IS PROHIBITED. FF FAR FACE SPECTRAL RESPONSE COEFFICIENTS STANDARD DETAILS UNLESS OTHERWISE INDICATED. FIN FINISH AECOM TECHNICAL SERVICES,INC. S(DS):0.417 S(D1):0.177 8. PROVIDE EXPANSION TYPE ANCHORS WITH NUT AND WASHER. EXPANSION FL FLOOR 250 APOLLO DRIVE SITE CLASS:CLASS E 11.PROVIDE ADDITIONAL REINFORCEMENT ALONG EACH SIDE OF OPENINGS AS TYPE ANCHORS SHALL BE: FTG FOOTING CHELMSFORD,MA01824 INDICATED IN THE STANDARD DETAILS UNLESS OTHERWISE INDICATED. GALV GALVANIZE(HOT-DIP) PHONE:(978)905-2100 GENERATOR A. HILTI:KWIK-BOLT TZ; HORIZ,H HORIZONTAL www.aecom.com BASIC FORCE RESISTING SYSTEM:GENERATORS,BATTERIES, 12.PROVIDE CONSTRUCTION AND EXPANSION JOINTS WHERE INDICATED. DO NOT HP HIGH POINT INVERTERS,SWITCH GEAR,INSTRUMENTATION CABINETS, OMIT OR ADD JOINTS. B. ITW REDHEAD/RAMSET:TRUBOLT+; IF INSIDE FACE AND OTHER COMPONENTS CONSTRUCTED OF SHEET METAL C. POWERS FASTENERS:POWERSTUD+SD1; LG LONG FRAMING 13.PROVIDE 3/4-INCH CHAMFER ON ALL EXPOSED CORNERS OF CONCRETE D. SIMPSON:STRONG BOLT 2; LLH LONG LEG HORIZONTAL DESIGN BASE SHEAR: 148 KIP ELEMENTS. E. OR APPROVED EQUAL. LLV LONG LEG VERTICAL SEISMIC RESPONSE COEFFICIENT,C(S):N/A LP LOW POINT RESPONSE MODIFICATION FACTOR,R:2.5 14.BROOM FINISH EXTERIOR CONCRETE PLATFORMS,STAIRS AND LOADING DOCKS 10,PROVIDE ADHESIVE TYPE ANCHORS CONSISTING INJECTABLE ADHESIVE MAX MAXIMUM ANALYSIS PROCEDURE:SEISMIC DESIGN REQUIREMENTS FOR UNLESS OTHERWISE INDICATED OR SPECIFIED. CARTRIDGES AND THREADED ANCHOR BOLTS SUPPLIED AS A SYSTEM BY ONE MECH MECHANICAL C NON-STRUCTURAL COMPONENTS MANUFACTURER. PROVIDE EACH ANCHOR WITH NUT AND WASHER. AFTER MFR MANUFACTURER EMBEDDED CONDUIT: INSTALLATION,DO NOT DISTURB OR LOAD ANCHORS BEFORE THE SPECIFIED MIN MINIMUM 3. PROTECT ALL STRUCTURES AGAINST HYDRAULIC UPLIFT UNTIL CURING TIME ELAPSES(MAY VARY WITH TEMPERATURE). ADHESIVE NTS NOT TO SCALE STRUCTURES ARE COMPLETED AND BACKFILLED. MAXIMUM 1. SUBMIT PLAN OF EMBEDMENTS TO THE ENGINEER FOR REVIEW AND OC ON CENTER GROUNDWATER AT THE SITE IS LOCATED AT GRADE. 100-YEAR ANCHORING SYSTEM SHALL BE: OF OUTSIDE FACE FLOOD ELEVATION AT THE SITE IS EL.33.40 FEET. APPROVAL. OPNG OPENING 2. ALUMINUM CONDUITS SHALL NOT BE EMBEDDED IN CONCRETE. A. HILTI:HIT-HY 20OR; PC PIECE 4. FROST DEPTH AT THE SITE IS 4'-00"BELOW FINISHED GRADE. B. ITW REDHEAD/RAMSET:EPCON G5; PCF POUNDS PER CUBIC FEET 3. CONDUITS EMBEDDED WITHIN A SLAB SHALL SATISFY THE FOLLOWING: C. POWERS FASTENERS:PE1000+; PJF PREMOLDED JOINT FILLER 5. DO NOT SCALE DRAWINGS TO OBTAIN DIMENSIONAL INFORMATION. D. SIMPSON:STRONG-TIE SET-XP; PROJ PROJECTION MISSING OR CONFLICTING DIMENSIONS SHALL BE BROUGHT TO THE A. CONDUITS SHALL NOT BE LARGER IN OUTSIDE DIMENSION THAN 1/3 THE E. OR APPROVED EQUAL. PSF POUNDS PER SQUARE FEET ATTENTION OF THE ENGINEER. OVERALL THICKNESS OF THE SLAB IN WHICH THEY ARE EMBEDDED. PSI POUNDS PER SQUARE INCH SECT SECTION 6. DIMENSIONS AND ELEVATIONS INDICATED ON EXISTING STRUCTURES B. CONDUITS SHALL NOT BE SPACED CLOSER THAN 3 TIMES THE OUTSIDE SPECS SPECIFICATIONS HAVE BEEN OBTAINED FROM EXISTING DRAWINGS. VERIFY ALL DIAMETERS OF THE CONDUIT ON CENTER. SQ SQUARE DIMENSIONS AND ELEVATIONS THAT ARE REQUIRED FOR FABRICATION SSPC STEEL STRUCTURES PAINTING COUNCIL AND INSTALLATION OF ADDITIONS TO EXISTING STRUCTURES WITH FIELD C. CONDUITS SHALL BE PLACED WITHIN THE MIDDLE THIRD OF THE ELEMENT STD STANDARD MEASUREMENTS. AND BETWEEN REINFORCEMENT LAYERS. DO NOT INSTALL RUNS OF STL STEEL PIPING OR CONDUIT BETWEEN FORMWORK AND REINFORCEMENT. STRUCT STRUCTURAL 7. REFER TO CIVIL DRAWINGS AND SPECIFICATIONS FOR LOCATIONS AND SYM SYMMETRICAL DIMENSIONS OF CHASES,SLOTS,INSERTS,CURBS,OPENINGS, D. DO NOT CROSS PIPES AND CONDUIT IN CONCRETE. T TOP SLEEVES,ANCHOR RODS,FLOOR PITCHES,ANGLE FRAMES,GATE TOC TOP OF CONCRETE REGISTRATION FRAMES,AND OTHER PROJECT REQUIREMENTS NOT INDICATED ON TOS TOP OF STEEL STRUCTURAL DRAWINGS. 8. ADDITIONAL REINFORCEMENT WITH AN AREA NOT LESS THAN D.D02 TIMES TR TREADS AREA OF CONCRETE SECTION SHALL BE PROVIDED PERPENDICULAR TO PIPING TYP TYPICAL 8. COORDINATE DIMENSIONS AND VERIFY LOCATION OF STRUCTURAL OR CONDUIT AT A MAXIMUM SPACING OF 12 INCHES. UNO UNLESS NOTED OTHERWISE VER ELEMENTS WITH PURCHASED EQUIPMENT. ANCHOR BOLTS SHALL BE VERT,V VERTICAL SIZED AND FURNISHED BY THE EQUIPMENT SUPPLIER UNLESS 9. CONDUIT SHALL BE SO FABRICATED AND INSTALLED THAT CUTTING,BENDING, WS WATERSTOP,WATER SURFACE OTHERWISE INDICATED. WWF WELDED WIRE FABRIC OR DISPLACEMENT OF REINFORCEMENT FROM ITS PROPER LOCATION WILL NOT DIRECTION IN WHICH BARS EXTEND BE REQUIRED. 9. STANDARD DETAILS AS SHOWN ON THE STRUCTURAL STANDARD DETAIL SHEETS ARE APPLICABLE TO ALL STRUCTURAL WORK EXCEPT WHERE 10.CLOSE ENDS OF CONDUITS EMBEDDED IN CONCRETE WITH CAPS OR PLUGS W-AENFANT B A SPECIFIC SECTION OR DETAIL IS SHOWN OTHERWISE PRIOR TO CONCRETE PLACEMENT. uT No.45440 AaLIR�L g� �� YET ISSUE/REVISION 1 8/6/19 REMOVED 100%DRAFT I/R DATE DESCRIPTION PROJECT NUMBER 60501489 0 Designed By: M.BOGLE Drawn By: M.MALENFANT Dept Check: M.MALENFANT w Proj Check: R.ADAMS 0 Date: AUGUST 2019 a A Scale: AS NOTED z�N Q DISCIPLINE g STRUCTURAL o- SHEET TITLE STRUCTURAL NOTES AND ABBREVIATIONS a a w o W w SHEET NUMBER �a �o N° 00 S-001 a�a 5 4 3 2 1 5 4 3 2 1 9'D"V— =Com 0„ 6" 8'-6" 1'-0„41'-3" 0 PROJECT 27'-4" RIVERSIDE PUMP "P)L PILE STATION TY 1'-0" 1'-0" 6'-4" 6'-4" 6'-4" 6'-4" -1 1 TOC EL.HS E OT STANDBY GENERATOR D 0' r` REINF.#7®12" o TOP AND BOT.E.W. CP_l 4/0k2I -� `I 0 RIVERVIEW STREET 01 5-101 'L'n NORTH ANDOVER,MA 01845 o CLIENT GREATER LAWRENCE I - SANITARY DISTRICT HELICAL PILE CONTAINMENT TANK FOUNDATION PAD 240 CHARLES STREET o01845 SCALE:1/4"=1'—O" NORTH A612 tel ,MA 685.7 (NP') 978.685.1612 tel 978.685.7790 fax DESIGN LIVE LOAD=410 PSF SERVICE LEVEL DESIGN PILE CAPACITY:52 KIPS VERTICAL,3.0 KIPS HORIZONTAL 3'-0"THICK SLAB CONSULTANT ro TOC EL.34.00 NOTE:TOP OF CONCRETE ELEVATION TO SUIT PURCHASED CONTAINMENT TANK ELEVATION REINF.#7®12" AECOM TECHNICAL SERVICES,INC. TOP AND BOT.EAV 250 APOLLO DRIVE 01824 6,-7j„ 2,6„ PHONE: 905-2100 1 N --—-—-—---—-—-—-— N www.aecom.com.com 01 5-101 CONDUIT S1 UB—UP I SECTION 2 SCALE:1/4"=1'—O" o1 S-101 - GENERATOR PAD FOUNDATION PLAN PRECAST VAULT SCALE:1/4"=1'—O" a a DESIGN LIVE LOAD=215 PSF SERVICE LEVEL DESIGN PILE CAPACITY:52 KIPS VERTICAL,3.0 KIPS HORIZONTAL a 1—3/4"S.S.TYPE 316 CONC.ENCASE 10, a CONCRETE ANCHOR 4 3/4" REGISTRATION ANCHORAGE 9"MIN. MIN.EMBEDMENT WIDTH(TYP.) 4 4 4. aKALINFINT nia STRUCTURAL B a ro ° ho.ssaao AL ISSUE/REVISION SEALANT SEE NOTE 2 2„ SECTION �1� 5 3/4"x 5 1/2"WIDE io BENT PLATE 2 8/8/19 REVISED EL.8c LAYOUT SCALE:1/4"=1'—O" 01 S-101 S.S.TYPE 316 1 8/6/19 REMOVED 100%DRAFT I/R DATE DESCRIPTION 1—3/4"DIA. S.S.TREADED PROJECT NUMBER ROD TYPE 316. 6 3/4"MIN. 60501489 o EMBEDMENT 0 SEE NOTE 1 PILE Designed By: M.BOGLE Drawn By: M.MALENFANT CONTAINMENT TANK HOLD DOWN DETAIL Dept Check: M.MALENFANT w NOT TO SCALE Proj Check: R.ADAMS N NOTES: Date: AUGUST 2019 o 1. PROVIDE TWO HOLD DOWN ANCHORS PER FACE OF CONTAINMENT TANK. Scale: AS NOTED A 2. PROVIDE A CLEAN AND DRY HOLE FOR THREADED ROD AS REQUIRED.GROUT SOLID WITH NEAT EPDXY BONDING AGENT.EPDXY TO BE TWO—COMPONENT,100 PERCENT SOLIDS,100 w a PERCENT REACTIVE EPDXY RESIN SYSTEM.EPDXY TO ENCIRCLE ENTIRE ROD WITHIN HOLE. DISCIPLINE a m a 3. 3/4"WIDE X 1"DEEP REGLET FOR SIKAFLEX—2C SEALANT ALL AROUND CONCRETE ENCASEMENT(TOP,BOTTOM,AND SIDES).MANUFACTURED BY SIKA CHEMICAL CORPORATION STRUCTURAL o OF LINDHURST,N.J.OR AN APPROVED EQUAL. SHEET TITLE GENERATOR FOUNDATION R PLANS AND SECTIONS a a a F w o F SHEET NUMBER J d o a g a 01 S-101 5 4 3 2 1 5 4 3 2 1 REINFORCING BAR DEVELOPMENT AECOM PER ACI 318 REINFORCING BAR SPLICES PER ACI 318 CLEAR CONCRETE COVER OVER REINFORCEMENT f'c=5,000 psi fy=60,000 psi PROJECT FOR CAST—IN—PLACE CONCRETE(INCHES) f'c=s,000 psi fy=60,000 psi BAR SIZE BASIC TENSION TOP BAR COMPRESSION STANDARD HOOK BAR SIZE CLASS"B"SPLICE COMPRESSION RIVERSIDE PUMP EXPOSURE CONDITIONS DEVELOPMENT DEVELOPMENT DEVELOPMENT DEVELOPMENT (METRIC) TOP BARS OTHER BARS SPLICE STATION MEMBER AIR WEATHER AIR OVER EARTH OR LIQUIDS LIQUID STONE #3(10) 1'-1" 1'-5" 8" 6" #3(10) r-9" 1'-5" 1'-0" STANDBY GENERATOR D FOOTINGS AND 2"* 2"* _ 2 11* 2"* 4 13 1'-5" 1'-10" 9" 8" CP-1 FOUNDATION MATS 3"• # ( ) #4(13) 2'-5" 1'-10" 1'-3" PILE CAPS■ 2"* 2"* — 2"* 2"* #5(16) 1_9 2'-4" 11" 11" #5(16) 3'-0" 2'-4" 1'-7" 0 RIVERVIEW STREET NORTH ANDOVER,MA 01845 WALLS 2" 2" 2" 2" 2" #6(19) 2'-2" 2'-9" 1'-2" V-1" #6(19 3'-7" 2'-9" 1'-11'. CLIENT JOISTS,BEAM STIRRUPS 1 1/2" 2" 2" 2* 2" #7(22) 3'-1° 4'-0" V-4' V-3" #7 22) GREATER LAWRENCE AND COLUMN TIES 3"• SANITARY DISTRICT FRAMED SLABS—EACH FACE 1°' 2" 2" 2"♦ 2" #8(25) 3'-6" 4'-8" 1'-6" 1'-5" #8(26) 6'-0" 4'-8" 2'-6' 240 CHARLES STREET NORTH ANDOVER,MA 01845 SLABS ON GROUND 1° 2" — 2"♦ 2" #9(29) 4'-0" 5'-2" 1'-8" 1'-7" #9(29) 6'-9° 5'-2° 2'-10° 978.685.1612 tel 978.685.7790 fax *TOP FACE AND SIDES #10(32) 4'-6" 5-10" V-11" V-10" #10(32) 7'-7" 5-10" 3'-2" CONSULTANT AECOM TECHNICAL SERVICES,INC. •BOTTOM FACE #11(36) 5'-0" 6'-6" 2'-1" 2'-0" #11(36) 8'-5" 6'-6" S-6" 250 APOLLO DRIVE ♦WHEN PLACED ON SAND—GRAVEL,WELL DRAINED COMPACTED FILL CHELMSFORD,MA01824 PHONE:(978)905-2100 ■BOTTOM COVER IS INDICATED ON DRAWINGS TABULATED VALUES ARE FOR UNCOATED BARS AND NORMAL WEIGHT CONCRETE. TABULATED VALUES ARE FOR NORMAL WEIGHT CONCRETE AND www.aecom.com UNCOATED BARS THAT HAVE AT LEAST 112'OF CLEAR CONCRETE TOP BARS ARE HORIZONTAL REINFORCEMENT PLACED SUCH THAT MORE THAN 12"OF COVER AND ARE SPACED AT LEAST 3"ON CENTER. CONCRETE IS PLACED BELOW THE BAR. TOP BARS ED CLEAR CONCRETE COVER OVER TABULATED VALUES ARE FOR BARS WHICH HAVE AT LEAST 12"'OF CLEAR CONCRETE MORE THANARE 112"OFIZONTAL CONCRETEEIISF PLACED NBELOWCTHESBAR THAT REINFORCEMENT FOR COVER AND ARE SPACED AT LEAST 3"ON CENTER. SPLICE LENGTHS FOR BARS NOT C CONFORMING TO EITHER OF THESE CONDITIONS SHALL BE INCREASED 50%. REINFORCING DAD SPLICES C CAST-IN-PLACE CONCRETE R f�l V BAR l NTS REINFORCING BAR DEVELOPMENT NTS (REV.12-18-13) NTS (REV.07-18-12) (REV.07-17-12) HOLE TO BE CLEAN AND DRY. GROUT DOWELS IN SOLID WITH NEAT CONCRETE FOOTING, EPDXY ADHESIVE.EPDXY TO BE TWO—COMPONENT,100 PERCENT MAT OR SLAB SOLIDS,100 PERCENT REACTIVE APPROXIMATE LIMIT OF EXCAVATION EPDXY RESIN SYSTEM.EPDXY TO ENCIRCLE ENTIRE BAR WITHIN HOLE. DIAMETER OF HOLE IN 12" 3/4"SCREENED GRAVEL ACCORDANCE WITH EPDXY MANUFACTURERS PRINTED REQUIREMENTS a REGISTRATION DEPTH IN ACCORDANCE WITH TOP OF SUBGRADE EPDXY MANUFACTURERS PRINTED REQUIREMENTS TO DEVELOP YEILD STRENGTH OF REINFORCING STEEL d GRADATION REQUIREMENTS DOWEL ANCHORAGE INTO sTT�ucRUC� Tus B PERCENTAGE BY No.45440 SIEVE WEIGHT PASSING EXISTING CONCRETE ���� ° AL � gq SIZE 3/4"SCREENED NTSr GRAVEL (REV.05-07-12) 1" 100 ISSUE/REVISION 3/4" 90—100 3 8" 20— 55 4 0— 10 #8 0— 5 1 8/6/19 REMOVED 100%DRAFT FOUNDATION PREPARATION IIR DATE DESCRIPTION ONE LAYER PROJECT NUMBER NOT TO SCALE 60501489 ° 2-9.1.1(REV.9-3-98) 0 Designed By: M.BOGLE Drawn By: M.MALENFANT Dept Check: M.MALENFANT w Proj Check: R.ADAMS 0 Date: AUGUST 2019 a A Scale: AS NOTED z�a Q DISCIPLINE a m �r N STRUCTURAL o SHEET TITLE �Qm STRUCTURALSTANDARD DETAILS a a w o W w SHEET NUMBER �a �o N 99 S-501 a�a 5 4 3 2 1 8 7 6 5 4 3 2 1 REVISIONS ZONE LTR DESCRIPTION DATE APP'D A REV'D STUB—UP&FITT,LOC.PER CUST, (MF) 08/07/12 MF B REVISED FOR PRODUCTION RELEASE (IDNICA) 09/27/12 MF C REVISED PER GENSET ARRIVAL(IDNICA,C.C.P.) 12/03/12 MF D REVISED CCB&NOTES (M.F.) 12/04/12 MF E REVISED PER CUST,REVIEW (IDNICA) 01/02/13 MF E F REVISED PER CUST.NOTES (MF) 3/11/13 MF E G REVISED ELECTRICAL (MF) 04/25/13 MF H REVISED AS BUILT (MF) 06/05/13 MF I ELECTRICAL CORRECTION (MF) 06/10/13 MF J I FIELD REQUEST,ELECTRICAL REVISION (MF) 06/21/13 MF NOTES: 1.SEE PRITCHARD BROWN SPEC,NO,2130 FOR ELECTRICAL PACKAGE: SYSTEM INTEGRATION DETAILS: SHIPPED LOOSE ITEMS: DETAILED DESIGN&CONSTRUCTION CRITERIA. IE PRITCHARD BROWN FURNISHED&WIRED N a PRITCHARD BROWN FURNISHED EQUIPMENT&SERVICES I—2'PRIMARY MAIN TANK VENT ASSEMBLY 2.ENCLOSURE USE—GENERATORi C175,3000 KW,4,160V w ALL WIRING IN SURFACE MOUNTED EMT A 1—SILENCER,20'LOW PROFILE CRITICAL GRADE ®I—2'SECONDARY MAIN TANK VENT ASSEMBLY © —DIMENSIONS,294 7/8'L.x 122 3/4'W.x 141 1/2% 1—100A,3PH,277/480V PANELBOARD 18 CKT w/MAIN LUG ONLY 4—EXHAUST FLEX/ELBOW I—2'PRIMARY DAY TANK VENT ASSEMBLY ap —WEIGHT,GENSET ONLY,54,700 LBS(WET) 1—30KVA,3PH,480-120/208V TRANSFORMER 1—EXHAUST ELBOW ®I—2'SECONDARY DAY TANK VENT ASSEMBLY ® 3.ESTIMATED SHIPPING WEIGHT,COMPLETE PACKAGE 1 126,000 LBS. 1—100A,3PH,120/208V LOAD CENTER W/MAIN BREAKER 1—EXHAUST RAINCAP 1—EXHAUST ELBOW W/RAINCAP ASSEMBLY —EST,ENCLOSURE WEIGHT,94,000 LBS. 10—INCANDESCENT LIGHTS(120VAC,VAPORTIGHT) 4—INSULATION BLANKET FOR EXHAUST FLEX/ELBOW 2—ALUMINUM PLATFORMS w/STAIRS&HANDRAIL —EST,DOUBLE WALL FUEL TANK WEIGHT,32,000 LBS(DRY) 2—LIGHT SWITCHES(3—WAY) 1—INSULATION BLANKET FOR EXHAUST 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W/THERMOSTAT&MOTOR OPERATED DAMPER©©1—(4)HOUR,0,8 PF LOAD TEST © 9.BASE TYPE,9,604 GALLON CAPACITY DOUBLE WALL FUEL TANK &EXTERNAL HOOD USABLE CAPACITY APPROX 8,074 GALLON(SHIPPED SEPARATELY) ®1—MOTOR OPERATED EXHAUST DAMPER 1—FIRE DETECTION&SUPPRESSION SYSTEM —DIAMOND PLATED FINISHED FLOOR 2—BATTERY PAD HEATERS W/THERMOSTAT(LEAD ACID) ©1—25 START/STOP TEST PROCEDING THE 4 HOUR,100%LOAD TEST —4—PT,BASE LIFT PLATES 1—DIGITAL FUEL GAUGE,HIGH,LOW&RUPTURE CONTACTS 10.SILENCER—MAKE,GT EXHAUST SYSTEMS,INC. 2—INLET DAMPERS WIRED TO LOAD CENTER ©1—UV/IR DETECTOR(BFPE) —MODEL,516—C2-5120 1—ALARM EXTENDED TO TERMINAL STRIP IN EMCPIII ®©1—DEDUCT'FINAL ASSEMBLY'AND BILL UNDER WO 12138 —SIZE,(4)6'0 INLETS,(1)20'0 EXHAUST 1—1 1/4'EMPTY CONDUIT—STUB—UP TO PANELBOARD —BODY SIZE,88'x 90' 1—COMBO STARTER/DISCONNECT FOR DAY TANK N CUSTOMER FURNISHED EQUIPMENT,INSTALLED BY P.B.I —DEPTH,30' 1—60A,480V WELDING RECEPTACLE,(CROUSE—HINDS MODEL AR642) 1—GENSET —WEIGHT,2,115 LBS ®6—20A,SINGLE POLE,1 POLE,120V SPARE BREAKERS ®®12—M2SSH-1E-6500N VIBRATION ISOLATORS UNDER GENSET C ® 11.ISOLATORSi(12)UNDER GENSET ep 2—EXIT LIGHTS w/BATTERY BACKUP 1�>4—M2SSH-1E-6500N VIBRATION ISOLATORS UNDER RADIATOR —MAKE,THE VMC GROUP C —MODELS M2SSH-1E-6500N ©1—PB FABRICATION OF CABINET/WIREWAY FOR CTs 2—BATTERIES,RACK AND CABLES —OPERATING HEIGHTS 6 N 1—4-20MA RELAY CARD 2—BATTERY CHARGERS 1—RADIATOR W/MOUNTING&PIPING KIT —MOUNTING DISTANCE,14 1/4'x 2 1/4' CUSTOMER FURNISHED,WIRED BY P.B.l ®1—SIMPLEX DUAL FUEL FILTER —RATED LOAD,6,500 LBS 2—BATTERY CHARGER A,C,AND D,C, ® 11,ISOLATORS,(4)UNDER RADIATOR 2—BATTERY CHARGER ALARMS TO J—BOX OR GENSET —MAKE,THE VMC GROUP 1—GENERATOR STRIP HEATER —MODEL,M2SSH-1E-650ON 1—JACKET WATER HEATER W/CIRCULATION PUMP(480 V) —OPERATING HEIGHT,6 1/8' 1—NEUTRAL GROUNDING RESISTOR(5 KV)EXTERIOR MOUNTED&SHIPPED LOOSEi —MOUNTING DISTANCE,14 1/4'x 2 1/4' PB TO PROVIDE EMPTY CONDUIT,CABLE TO BE SUPPLIED&INSTALLED BY —RATED LOAD,6,500 LBS OTHERS 13.120 MPH WIND LOAD DESIGN ®1—120V 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DISCLOSED HEREON.THIS DRAWING IS ISSUED I FOR SALES INFORMATION ONLY AND MAY NOT BE REPRODUCED �J OR USED TO MANUFACTURE ANYTHING SHOWN HEREON NITHOUT LEGEND: PERMISSION FROM PRITCHARD—BRO"N,LLC TO TILE USER. 06/21/13 PRITCHARD-BROWN LLC�BALTIMOR_E,MD21205 DATE 07/31/12 A CFM—CUBIC FEET PER MINUTE A PSF—POUNDS PER SQUARE FEET a MPH—MILES PER HOUR NGR—NEUTRAL GROUNDING RESISTOR GFCI—GROUND FAULT CIRCUIT INTERRUPTER 4801 x 15 6"W x 15 2" INSIDE HEIGHT 9 PB—PRITCHARD BROWN LLC CT—CURRENT TRANSFORMER GENERATOR ENCLOSURE a AC—ALTERNATING CURRENT DC—DIRECT CURRENT GPM—GALLONS PER MINUTE DRW. 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EXHAUST HEIGHT r I I I I 'I I I I I F—1 I I 24'x 24'OP'G ABOVE r n I y FINISH I FL I I I ------�----------- ---II __--- _ I Ii Ii I I I'III II III lI O -----JI PANEL GRAB HANDLES WELDNG L-jI ------------- L LJ RECEPTACLE ---------------- FINISHED FLOOR 0 24 1/4' } Q J-- ---- ----- - -- ----- 215/8' y BASE C H LINE REF. ---------- ----- y-~ I PLENUM➢RAIN HEIGHT C 71/4' ------- ----- ------- ----------- - ------- ----------------------------------------------- ------------ + COMBO ♦ ♦ ♦ 6 5/8' c ♦I♦ • BASE Q I HEIGHT +I i i i LIFT PLATES i ii i INCLUDING 1,614 GALLON U•L 142 LISTED I II I ' " ' REMOVABLE �� 36' STARTER/ , , , 4 PLACES ''I' ' MTG, CHANNEL ® DOUBLE WALL FUEL TANK ' 'I' ' I'I__" I'�TAW LIFTING PLATES " FUEL TANK 4 ALUM.HOOD SUPPORTS a DISCONNECT C ♦ ♦ ♦ ♦ (USABLE CAPACITY ♦ ♦ r I'I II HEIGHT � BOLTED TO I B6.90 I I I I I'I I I I'I I ♦ 6 PLACES ENCLOSURE BASE& `' ' ' ' III APPROX.8,074 GALLONS) III i it I I I I I II I I II I N BRACED TO FUEL A r I SHIPPED SEPARATELY- , A TANK BASE *11 °A' °° °. a° n ° Q ° -1. ° . ° °.c• ° 'a ° d ° SEC SEETPAGE 12 OF 12 'Olde ° °• °° d a. q n °a d ^ "AS BUILT" DRAWING T> 103 3/4' 125 3/4' Q 0 THIS DRAWING IS THE LATEST REVISION AT TIME OF 4BO 5/8'OUT TO OUT OF CORNER'WRAP AROUND'CORNERS PRODUCTION, B "A" SIDE WALL ENTERGY - VERMONT YANKEE B (PLATFORM NOT SHOWN FOR CLARITY) 0 1� V 3 ,• y e In f14E I I,I,I,I,I,I,I,I I,I,I,I FD.e No. L SCALE 1N FEET MH15232 CUSTOMER: MILTON CAT REFERENCE: ENTERGY-VERMONT YANKEE TAD-ANGLE PROJECTION LOW LEVEL UNM REQ'D: (1)ONE SECONDARY DAYTANK ALARM PATENT NO.9,882.59E REVISION RUPTURE ALARM FUEL SUPPLY PRITCHARD—BROWN,LLC CLAIMS PROPRIETARY RIGHT IN THE MATERIAL DISCLOSED HEREON.TRW DRAWING IS ISSUED 3'NPT. FROM PUMP FOR SALES INFORMATION ONLY AND MAY NOT BE REPRODUCED SECONDARY DAYTANK SPARE OR USED TO MANUFACTURE ANYTHING SHOWN HEREON WITHOUT L FUEL EMERGENCY VENT PERMISSION FROM PRITCHARD—BROWN,LLC TO THE USER. 06/21/13 DIGIT GAUGE ASENDER TANK DRAIN Q 2'NPT 6501 ERDMAN AVE. DATE RUPTURE ALARM SECONDARY DAY THRU VENTROOF PRITCHARD-BROWN,LLC BALTIMORE,MD 21205 07/26/12 A FUEL SUPPLY A TO DAY TANK OVERFLOW 3'N'T, 2'NPT, FROM DAY TAN( PRIMARY DAYTANK PRIMARY DAYTANK© 4801 x 15 6"W x 15 2" INSIDE HEIGHT EMERGENCY VENT VENT THRU ROOF B LEGEND, GENERATOR ENCLOSURE PB-PRITCHARD BROWN LLC © TANK FITTINGS DETAIL ® DAYTANK FITTINGS DETAIL UL-UNDERWRITERS LABORATORIES DRW JOB SERIAL NO. . BJS/RG e C APPROX-APPROXIMATELY M 1210 61 APP. MS 0 ydy APP. 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