REVISIONSAPPRDATENO2134567
02/03/2026AS SHOWNJTVJTVBLS
10OFDATE:SCALE:DESIGN:DRAWN:CHECKED:
CITY OF ALAMEDASTREETLIGHT CONDUIT REPLACEMENT - CORNELLDRIVE & THOMPSON AVENUE, MORELAND DRIVE FROMFERNSIDE BOULEVARD TO BUENA VISTA AVENUESchaaf WheelerCONSULTING CIVIL ENGINEERS2200 RANGE AVENUE, SUITE #201SANTA ROSA, CA 95403(707) 528-4848 BENJAMINL.No. 68813CILIVSTATEOFAINROFILACREGISTEREDPROFREENIGNELANOISSESHICK 1SCALE: 1" = 150'VICINITY MAP
SUBMITTED__________________________________________SCHAAF & WHEELERBENJAMIN L. SHICK, RCE 68813CITY ENGINEER'S APPROVAL__________________________________________SCOTT WIKSTROM, RCE 56266CITY ENGINEERCITY OF ALAMEDA
TITLE SHEET
CITY OF ALAMEDASTREETLIGHT CONDUIT REPLACEMENT - CORNELLDRIVE & THOMPSON AVENUE, MORELAND DRIVE FROMFERNSIDE BOULEVARD TO BUENA VISTA AVENUEALAMEDA, CALIFORNIAPROJECT NO. PW 03-25-05 T-1
SITE ADDRESSSITE IS LOCATED AT:MORELAND DRIVE, CORNELL DRIVE & THOMPSONAVENUE, ALAMEDA, CA.
SHEET INDEXPAGE #SHEET #TITLE1 T1TITLE SHEET2E1.0SYMBOLS & ABBREVIATIONS3E2.0SITE PLAN4E2.1PARTIAL SITE PLAN5E2.2PARTIAL SITE PLAN6E2.3PARTIAL SITE PLAN7E3.0ELECTRICAL DETAILS8E4.0SINGLE LINE DIAGRAMS9E5.0ELECTRICAL DETAILS10E5.1ELECTRICAL DETAILS
GIBBONS DRIVEMORELAND DRIVEVERSAILLES AVENUELINCOLN AVENUEPEARL STREET
TREGLOAN COURTBROADWAYFERNSIDE BOULEVARDWINDSOR DRIVE
HARVARD DRIVEFREMONT DRIVECAMBRIDGE DRIVE
HIGH STREET
CORNELL DRIVEYALE DRIVE
BUENA VISTA AVENUE
EAGLE AVENUE
PROJECT EXTENTS
YOSEMITE AVENUE
PROJECT EXTENTS
2/03/2026
REVISIONSAPPRDATENO2134567
02/03/26AS SHOWNT.P.C.L.T.P.
10OFDATE:SCALE:DESIGN:DRAWN:CHECKED:
CITY OF ALAMEDASTREETLIGHT CONDUIT REPLACEMENT - CORNELLDRIVE & THOMPSON AVENUE, MORELAND DRIVE FROMFERNSIDE BOULEVARD TO LINCOLN AVENUESchaaf WheelerCONSULTING CIVIL ENGINEERS2200 RANGE AVENUE, SUITE #201SANTA ROSA, CA 95403(707) 528-4848 EMAIL: [email protected]: (831) 359-3299 FE JOB No.24047.00CONSULTING ELECTRICAL ENGINEERSFEHR ENGINEERINGInc.COMPANY, INC.
TECCRIR
ETSTAOFCOFILAAIN EXP. 30 JUNE 27EALK
ISNo. 014906LEERGOMTHAA PSERETDS.EROFEPNINSIONEENTORREGINLSYMBOLS & ABBREVIATIONS E1.0
(F)FUTURE
P/OPART OFCONNECTIONPOCPOINT OFB.C.BARE COPPERFINISHED GRADEAFGABOVEEQUIPMENTCONTRACTOR INSTALLEDOWNER FURNISHEDOFCINEW NIGHT LIGHT
SWITCHPHASE
NOTEDUNDERGROUNDTELEPHONETELEVISIONTERMINALSWITCHBOARD
UNLESS OTHERWISE
NOT IN CONTRACT
TRANSFORMER WEATHERPROOF
CIRCUITCONDUIT ONLYCONCRETECONDUIT ARCHITECT
FIRE ALARMGROUND (ELEC)
DISCONNECT EXISTINGEMERGENCYELECTRICALCONTRACTORCKTC.O.C. CONC.ARCH. (E)DISC.ELEC.F.A.EMG, GND.
CONTR.
ABBREVIATIONS
MECHANICALISOLATED GND.INTERRUPTGFIMECH.ISO GND.GROUND FAULTXFMRWP T.,TELE.SWBD
UONTVUGTERM.
NL PH.SW
(N)NIC
MCPMOTOR CIRCUITPROTECTOR
TSPTWISTEDSHIELDED PAIR
9 OCT. 03
CONDUIT/WIRINGLIGHT FIXTURESDISREGARD THOSE WHICH DO NOT APPEAR ON THE PLANSSYMBOLS & ABBREVIATIONS SHOWN ARE FOR GENERAL USE MISCELLANEOUSFEEDER TAG; SEE FEEDER SCHEDULE SHEET NOTE TAG GRADE.b2NUMBER+48"3bS
CONDUIT STUB-OUTEQUIPMENT INDICATED UNDER SLABS OR UNDERGROUND HOMERUN TO PANEL, TERMINAL OR
CONDUIT UP OR DOWN-AS NOTED
EXPOSED
GROUND ROD-DIRECT BURIED
TRANSFORMER PAD MOUNT OR DRY TYPE
GROUND ROD-WITH ACCESSIBLE BOXINDICATES (E) TO BE REMOVED FIGURE INDICATES BRANCH CIRCUIT SUBSCRIPT LETTER INDICATES CONTROLOF DEVICE OR EQUIP. ABOVE FINISHED
SWITCHGEAR OR MCC
SYMBOLS AND ABBREVIATIONS
INDICATES MOUNTING HEIGHT TO CENTER
ELECTRODE CONDUCTORGECGROUNDING KILO AMPERE KA
1.THE OVERALL SCOPE OF WORK FOR THIS PROJECT IS TO RE-WIRE AND RECONNECT EXISTING STREETLIGHTLUMINARIES USING NEW UNDERGROUND RACEWAY INSTALLED AS DETAILED.2.WORK HOURS ARE LIMITED BETWEEN 7:00 A.M. AND 5:00 P.M. NO LANE CLOSURE OR NOISE GENERATED PRIORTO 8:00 A.M.3.INFORMATION CONCERNING EXISTING UTILITIES IS NOT GUARANTEED. LOCATIONS SHOWN ON THE PLANS AREAPPROXIMATE ONLY. CONTRACTOR SHALL REQUEST THAT UNDERGROUND FACILITIES BE LOCATED AND MARKED INTHE FIELD A MINIMUM OF 48 HOURS PRIOR TO THE START OF CONSTRUCTION BY CALLING UNDERGROUNDSERVICE ALERT (U.S.A.) AT 800-227-2600. CONTRACTOR SHALL NOTIFY THE CITY OF ANY POTENTIAL CONFLICTWITH EXISTING UTILITIES PRIOR TO CONSTRUCTION.4.AT LEAST 72 HOURS PRIOR TO BEGINNING WORK ON A SECTION OF STREET, CURB OR SIDEWALK THAT WILLAFFECT USE OF THE PARKING LANE. THE CONTRACTOR SHALL NOTIFY, BY "NO PARKING - TOW AWAY" SIGNS ONBARRICADES. ALL AFFECTED PROPERTY OWNERS, RESIDENTS, BUSINESSES AND AGENCIES ADJACENT TO THATSECTION OF STREET. SIGNS MUST BE OBTAINED FROM THE CITY'S DEPARTMENT OF PUBLIC WORKS AND POSTED72 HOURS IN ADVANCE.5.DRAWING ARE SCHEMATIC ACTUAL BOX LOCATIONS AND EXISTING UTILITIES ARE TO BE VERIFIED IN THE FIELD.COORDINATE WITH CITY PROJECT MANAGER.6.THE CONTRACTOR SHALL PROCURE ALL LICENSES, INCLUDING CITY OF ALAMEDA BUSINESS LICENSES AND PAY ALLCHARGES AND FEES.7.THE CONTRACTOR IS RESPONSIBLE FOR ALL TRAFFIC CONTROL INCLUDING POSTING OF ADEQUATE SIGNAGE.WHERE POSSIBLE A TRAFFIC LANE MUST BE OPEN AT ALL TIMES. WHERE WORK REQUIRES ENTIRE STREET BLOCKTO BE CLOSED THE CONTRACTOR SHALL PROVIDE BARRIERS AND ADEQUATE SIGNAGE AT INTERSECTIONS.TRAFFIC CONTROL PLAN SHALL BE SUBMITTED DURING THE PRE-CONSTRUCTION MEETING.8.SWEEPS IN AND OUT OF THE BOXES ARE PART OF THE INSTALLATION COST OF THE BOXES. ADJUSTMENT ANDINTERCEPTING CONDUITS ARE PART OF BOX INSTALLATION COST. CONDUIT WILL BE PAID BASE ON WALL TO WALLFOOTAGES. THE NUMBER OF BENDS IS UNKNOWN CONSIDER THIS UNKNOWN WHEN BIDDING FOR CONDUITS ASNO ADDITIONAL COMPENSATION WILL BE PAID.9.THE CONTRACTOR AFTER AWARD OF CONTRACT MAY PROPOSE TO CITY ALTERNATIVE METHODS OTHER THAN ASSHOWN IN THIS DRAWING INCLUDING NEW TRENCH OR DIRECTIONAL DRILLING ROUTES AND CONDUIT INSTALLATIONMETHODS. THE PROPOSAL WILL BE REVIEWED AND SUBJECT TO APPROVAL BY CITY. THE COST WILL BE BASED ONTHE SUBMITTED ORIGINAL BID.10.ALL WORK MUST BE COMPLETED IN COMPLIANCE WITH MATERIAL AND INSTALLATION CRITERIA FOR STREETLIGHTING SYSTEM OF THE CITY OF ALAMEDA. APPLICABLE LOCAL STATE AND FEDERAL CODES AND LAWS WHICHPERTAIN TO SUCH WORK.11.ALL CONDUITS NOT TERMINATED IN A SPLICE BOX MUST BE CAPPED AT THE END. EMPTY CONDUITS BETWEENPULLBOXES SHALL BE PROVIDED WITH PULL ROPE.12.ALL CHANGES IN GRADE ARE TO BE ACCOMPLISHED WITH LONG GENTLE SLOPES. ABRUPT CHANGES IN GRADE ARENOT PERMISSIBLE.13.FINAL ACCEPTANCE OF THE WORK WILL BE MADE BY CITY OF ALAMEDA INSPECTORS AFTER ALL THE STREETIMPROVEMENTS AND REPAIRS HAVE BEEN COMPLETED. ANY DAMAGED CONDUIT, STREET LIGHT AND/OR SERVICEBOX SHALL BE REPLACED BY THE CONTRACTOR AT THE CONTRACTORS EXPENSE.14.BIDS SHALL INCLUDE COST OF DEWATERING AND SHORING.15.ALL CONDUIT SHALL BE MANDRELLED WITH A MANDREL APPROVED BY THE CITY INSPECTOR AFTER FINALCOMPACTION HAS BEEN COMPLETED. IT SHALL INCLUDE ALL EXISTING CONDUITS THAT ARE TO BE INTERCEPTED BYNEW CONDUITS OR BOXES. ALL CONDUITS SHALL BE PROVIDED WITH 2500LB LUBRICATED PULL TAPE.16.ALL MAJOR FIELD CHANGES TO THE DESIGN SHALL BE DONE THROUGH A CHANGE ORDER FORM APPROVED BYBOTH INSPECTOR AND ENGINEER. ALL OTHER MINOR FIELD CHANGES TO THE DESIGN TO BE APPROVED BY THECITY INSPECTOR AND RECORDED ON THE RECORD DOCUMENTS.17.WHERE CONCRETE PULLBOXES ARE ABANDONED IN PLACE REMOVE (E) CONDUIT & CONDUCTORS FROM WITHINBOX AND REMOVE TOP 6"± OF THE BOX. BACKFILL REMAINING BOX WITH SAND TO WITHIN 4" OF (E) GRADE.BACKFILL REMAINING 4" WITH MATCHING SURROUNDING MATERIAL (EARTH, CONCRETE, ASPHALT, ETC.). SEEELECTRICAL SPECIFICATION.18.ALL WORK SHALL BE SUBJECT TO CITY OF ALAMEDA AND ALAMEDA MUNICIPAL POWER INSPECTION.19.CONTRACTOR SHALL COMPLY WITH CITY OF ALAMEDA URBAN RUN-OFF AND STORM WATER POLLUTIONPREVENTION (SWPP) PROGRAM.20.BID PRICE SHALL INCLUDE AN ITEMIZED UNIT PRICE TO REMOVE (E) STREET LIGHT FOUNDATIONS AND REPLACEWITH (N) STREET LIGHT FOUNDATIONS DETAILED ON SHEET E5.0 DETAILS SL50 (1 OF 2 & 2 OF 2). THE UNITPRICING SHALL INCLUDE REMOVAL OF (E) STREET LIGHT & POLE FROM (E) FOUNDATION & RE-INSTALLING (E) STREETLIGHT & POLE ON (N) FOUNDATION. IF DURING CONSTRUCTION ANY POLE FOUNDATION IS DEEMED UNUSABLE PER THEPROJECT PLAN THE CONTRACTOR SHALL CONSULT WITH THE CITY TO REPLACE SAID FOUNDATION. REPLACEMENT COST FORSAID FOUNDATION SHALL BE BASED ON THE UNIT PRICE INCLUDED IN THE CONTRACTORS BID AND ADJUSTED FOR ANYUNFORESEEN CONDITIONS. PRIOR TO PROCEEDING WITH FOUNDATION REPLACEMENT WORK THE CITY WILL ISSUE A WRITTENCHANGE ORDER WHICH INCLUDES ANY CHANGE IN THE CONTRACT PRICE.21.ELECTRICAL SPECIFICATION (BOOK FORMAT) PART OF CONTRACT DOCUMENTS; REVIEW ELECTRICAL SPECIFICATIONS ANDCOORDINATE.
GENERAL NOTES:1.ALL DISTURBED IRRIGATION SHALL BE REPLACED IN KIND.2.ALL IRRIGATION HEADS SURROUNDING THE PROPOSED IMPROVEMENTS SHALL BE REPLACED OR ADJUSTED SOTHAT SPRAY IS LIMITED TO THE LANDSCAPED AREAS AND DOES NOT HIT THE PROPOSED IMPROVEMENTS.3.EXISTING IRRIGATION EQUIPMENT (PIPES, HEADS, CONDUIT, WIRES, ETC.) LOCATED UNDER PROPOSEDIMPROVEMENTS SHALL BE RE-ROUTED AROUND CONCRETE PADS. A ONE FOOT MINIMUM CLEARANCE SHALL BEPROVIDED FROM IMPROVEMENTS (CONCRETE PADS, FENCES, ETC.) TO IRRIGATION EQUIPMENT. ALL IRRIGATIONLINES REQUIRED TO BE UNDER CONCRETE SHALL BE SLEEVED WITH 2" SCH 40 CONDUIT.4.NEW IRRIGATION HEADS MAY BE REQUIRED TO PROVIDE COVERAGE FOR IRRIGATION HEADS REMOVED FORIMPROVEMENTS.
IRRIGATION NOTES:
1.CONTRACTOR SHALL NOTE THAT THE PROJECT IS LOCATED WITHIN STREETS THAT ARE LINED WITH LARGE TREES THAT HAVEEXTENSIVE ROOT STRUCTURES. THE PROPOSED WORK HAS BEEN LOCATED IN AN ATTEMPT TO MITIGATE IMPACTS TO THE TREESAND ROOTS TO THE EXTENT FEASIBLE; HOWEVER, THE CONTRACTOR SHOULD EXPECT TO ENCOUNTER ROOTS WHERE WORKOCCURS WITHIN THE DRIP ZONE OF EXISTING TREES.·WORK WITHIN AND ADJACENT TO CURBS AND SIDEWALKS WILL ENCOUNTER THE GREATEST DENSITY OF ROOTS AND WILL REQUIREHAND TRENCHING AND TUNNELING.IT MAY BE NECESSARY TO ADJUST THE LOCATION OF PULLBOXES AS NECESSARY TO AVOID IMPACT TO TREES AND ROOTS. THECONTRACTOR SHALL REVIEW THE FIELD CONDITIONS WITH THE CITY DURING CONSTRUCTION. CONTRACTOR SHALL ADJUSTCONDUIT BURIAL DEPTHS AS REQUIRED TO AVOID INTERFERENCE WITH TREE ROOTS, COORDINATE ALL WORK ASSOCIATED WITHTHE TREES WITH THE CITY ARBORIST.2.CONTRACTOR SHALL NOTIFY CITY 72 HOURS IN ADVANCE OF ANY WORK REQUIRING DIGGING AROUND OR WITHIN THE DRIP LINE OFEXISTING TREES.3.ROOTS LARGER THAN 2 INCHES IN DIAMETER SHALL NOT BE DAMAGED OR CUT AT ANY TIME WITHOUT APPROVAL FROM THE CITY'SARBORIST. CONTRACTOR SHALL HAND TRENCH AND TUNNEL UNDER ROOTS LARGER THAN 2 INCHES IN DIAMETER. NEW CONDUITSSHALL BE INSTALLED SUCH THAT A 2 INCH CLEARANCE TO THE TREE ROOT IS PROVIDED.4.IF INJURY SHOULD OCCUR TO ANY TREE DURING CONSTRUCTION, IT MUST BE REPORTED TO THE CITY PROJECT ARBORIST WITHIN 6HOURS SO THAT APPROPRIATE TREATMENTS CAN BE APPLIED. THE CITY ARBORIST/PROJECT ARBORIST SHALL BE THE SOLE JUDGEOF THE CONDITION OF ANY TREE.5.CONTRACTOR MUST MEET ANSI 300 PART 8 AND PROVIDE A MITIGATION PLAN WHEN WORKING WITHIN SIX TIMES THE DIAMETERAT BREAST HEIGHT OF ALL TREES. THE PLAN MAY REQUIRE REMOVAL. THE FOLLOWING ASSOCIATED COSTS OF TREE REMOVALNEED TO BE ESTABLISHED PRIOR TO TRENCHING OR DAMAGE TO THE EXISTING TREES.a.REMOVAL COST.b.REPLACEMENT COST.c.ASSET VALUE COMPENSATION COST. 6.MEANS OF ROOT PRUNING SHALL BE IDENTIFIED TO LEAVE SMOOTH ROOT SURFACES, NO ALTERNATIVE IS ACCEPTABLE (FRAYING).
ARBORIST NOTES AND TREE PRESERVATION:
MUNICIPAL POWERALAMEDAAMP
STREET LIGHT-EXISTING 15'±POLE TOP FIXTURE1234= AMP POLE NUMBER (OBSOLETE)YYY= AMP TYPE (OBSOLETE) EXISTING CONCRETE PULLBOX;11" X 17" X 24"D. UON ON PLANS
PULLBOXPBSTREET LIGHTSL
#12345 - CITY POLE NUMBER
ELECTRICAL SECONDARY CONCRETE PULLBOX; 17" X30" X 26"D. UON ON PLANSEXISTING STEEL STORM DRAIN MANHOLE; 36" X 36"UON ON PLANS
EXISTING CONDUIT
2 BOUNDARY LINE
REVISIONSAPPRDATENO2134567
02/03/26AS SHOWNT.P.C.L.T.P.
10OFDATE:SCALE:DESIGN:DRAWN:CHECKED:
CITY OF ALAMEDASTREETLIGHT CONDUIT REPLACEMENT - CORNELLDRIVE & THOMPSON AVENUE, MORELAND DRIVE FROMFERNSIDE BOULEVARD TO LINCOLN AVENUESchaaf WheelerCONSULTING CIVIL ENGINEERS2200 RANGE AVENUE, SUITE #201SANTA ROSA, CA 95403(707) 528-4848 EMAIL: [email protected]: (831) 359-3299 FE JOB No.24047.00CONSULTING ELECTRICAL ENGINEERSFEHR ENGINEERINGInc.COMPANY, INC.
TECCRIR
ETSTAOFCOFILAAIN EXP. 30 JUNE 27EALK
ISNo. 014906LEERGOMTHAA PSERETDS.EROFEPNINSIONEENTORREGINLSITE PLAN E2.0 1"=100'-0"SITE PLAN100'1"=100'-0"50'0100'200'NORTH3
POWER PEDESTAL ELEVATIONNO SCALE
TVTVTVTVTVTVTVTVTVTVTVTV
NORTHWOOD
BUENA VISTA AVENUE
TREGLOAN CT.
EAGLE AVE.
PEARL STREET
MORELAND DRIVE
CAMBRIDGE DRIVE
JOHNSON AVE.
GIBBONS DRIVE
DRIVE
SCHOOL
SOUTHWOOD
DRIVE
YOSEMITE AVENUE
FERNSIDE BLVD.
THOMPSON AVE.
VERSAILLES AVE.
LINCOLN AVENUE
GIBBONS DRIVE
EDISON
VERSAILLES AVE.
FREMONT DR.
WINDSOR DR.
HARVARD DR.YALE DR.
CORNELL DR.
NORTHWOOD DR.
SOUTH
CORNELL
FAIRVIEW AVE.
BAYO VISTA AVE.
GIBBONS DRIVEFERNSIDE BLVD.
THOMPSON AVE.
HIGH ST.
CAMBRIDGE DR.
DR.
DR.WOOD HARVARD DR.
LINCOLN AVE.
JOHNSON AVE.
AVE.
THOMPSONCORNELL DR.
FAIRVIEW AVE.
NORTHWOOD
BUENA VISTA AVENUE
TREGLOAN CT.
EAGLE AVE.
PEARL STREET
MORELAND DRIVE
CAMBRIDGE DRIVE
JOHNSON AVE.
GIBBONS DRIVE
DRIVE
SCHOOL
SOUTHWOOD
DRIVE
YOSEMITE AVENUE
FERNSIDE BLVD.
THOMPSON AVE.
VERSAILLES AVE.
LINCOLN AVENUE
GIBBONS DRIVE
EDISON
VERSAILLES AVE.
FREMONT DR.
WINDSOR DR.
HARVARD DR.YALE DR.
CORNELL DR.
NORTHWOOD DR.
SOUTH
CORNELL
FAIRVIEW AVE.
BAYO VISTA AVE.
GIBBONS DRIVEFERNSIDE BLVD.
THOMPSON AVE.
HIGH ST.
CAMBRIDGE DR.
DR.
DR.WOOD HARVARD DR.
LINCOLN AVE.
JOHNSON AVE.
AVE.
THOMPSONCORNELL DR.
FAIRVIEW AVE.
FAIRVIEW AVE.
1E2.1
1E2.2
1E2.3
12.00"±
50.00"±
2.00" MIN.
TO POWER SOURCE; SEE PLANSELEVATION VIEW
PLAN VIEW
TYPICAL
TYPICAL
4" TYPICAL U.O.N.8"±
20"±
LANDINGLUGSMAIN CB
DETAIL NOTES: (DETAIL 2/E2.0) 1.BOLT TO PAD USING AMP REQUIREMENTS; SEE SHEET E5.1. 2.SECTION HEATER; 250W MINIMUM 120V; PROVIDE THERMOSTAT CONTROL.3.NOTE NOT USED.4.CONCRETE EQUIPMENT PAD & EQUIPMENT ANCHORAGE SHALL BE AS PER AMP REQUIREMENTS; SEESHEET E5.1. 5.B.C. SERVICE GROUND BOND NEUTRAL TO SERVICE GROUND; SEE DETAIL 2/E4.0. 6.NOTE NOT USED.7.POWER PEDESTAL SHOWN WITH EXTERIOR DOORS OPENED; SEE ELECTRICAL SPECIFICATION & SHEETE5.1; THE CONTRACTOR SHALL SELECT THE PEDESTAL TO COMPLY WITH AMP DETAIL 1-L-541 (ASEDITED) SHEET E5.1 AND THE ELECTRICAL SPECIFICATION; PROVIDE SUBMITTAL FOR APPROVAL.8.BOND TO REBAR #8 BC.9.PRIOR TO PEDESTAL INSTALLATION; COORDINATE WITH CITY FOR EXACT INSTALLATION LOCATION. 1 4
97 52
4 8
REVISIONSAPPRDATENO2134567
02/03/26AS SHOWNT.P.C.L.T.P.
10OFDATE:SCALE:DESIGN:DRAWN:CHECKED:
CITY OF ALAMEDASTREETLIGHT CONDUIT REPLACEMENT - CORNELLDRIVE & THOMPSON AVENUE, MORELAND DRIVE FROMFERNSIDE BOULEVARD TO LINCOLN AVENUESchaaf WheelerCONSULTING CIVIL ENGINEERS2200 RANGE AVENUE, SUITE #201SANTA ROSA, CA 95403(707) 528-4848 EMAIL: [email protected]: (831) 359-3299 FE JOB No.24047.00CONSULTING ELECTRICAL ENGINEERSFEHR ENGINEERINGInc.COMPANY, INC.
TECCRIR
ETSTAOFCOFILAAIN EXP. 30 JUNE 27EALK
ISNo. 014906LEERGOMTHAA PSERETDS.EROFEPNINSIONEENTORREGINLPARTIAL SITE PLAN E2.1 PARTIAL SITE PLAN
1.(E) POWER SOURCE CONCRETE PULLBOX; REPLACE (E) CONCRETE PULLBOX WITH (N) 22" X 12"CONCRETE PULLBOX; SEE DETAIL 1/E3.0 SIMILAR. MAKE PEDESTAL POWER CONNECTION; SEEDETAIL 1/E4.0. 2.EXTEND POWER CIRCUIT INTO FIXTURE (E) PULLBOX & RECONNECT (E) FIXTURE.3.FIXTURES SHOWN IN THE AREA OF WORK ARE (E); SEE DETAIL 1/E4.0. 4.REMOVE (E) PULLBOX.5.INTERCEPT (E) LIGHT FIXTURE CONDUIT; INSTALL (N) PULLBOX; SEE DETAIL 1/E3.0. 6.NOTE NOT USED.7.REMOVE (E) POLE & FIXTURE FROM (E) FOUNDATION & DEMOLISH (E) FOUNDATION; INSTALL (N)FOUNDATION PER CITY STANDARD DETAIL SL50(-1 & -2 AS APPLICABLE); SHEET E5.0. 8.INSTALL (N) CONCRETE PULLBOX & RACEWAY TO LIGHT FIXTURE; SEE DETAIL 1/E3.0 SIMILAR. 9.APPROXIMATE PATHS OF (E) UNDERGROUND UTILITIES ARE SHOWN IN AREA OF WORK;COORDINATE WITH CITY FOR EXACT LOCATIONS; WHERE UNCERTAIN LOCATIONS EXIST OR ATCITY REQUEST BE PREPARED TO LOCATE UNDERGROUND UTILITIES; SEE PROJECTSPECIFICATION.10.PROJECT SCOPE OF WORK IS LIMITED TO WITHIN THE BOUNDARY LINES SHOWN.11.(N) POWER DISTRIBUTION PEDESTAL. SEE DETAIL 2/E4.0; COORDINATE WITH CITY FOR EXACTMOUNTING LOCATION.12.REMOVE (E) BOX; PRIOR TO REMOVAL, COORDINATE WITH CITY TO CONFIRM REMOVAL.
SHEET NOTES
1"=30'-0"30'1"=30'-0"15'030'60'NORTH
CITY POLE NUMBERS THIS SHEET:20 FIXTURES THIS SHEET.#1433#1730#2813#03557#03558#04336#08221#08288#08522#08524#08525#08526#08527#08550#08551#08552#08553#08554#14397#14398 4 GENERAL SHEET NOTES (APPLICABLE TOWITHIN AREA OF WORK, SEE PLANS FOR AREA OF WORK):A.IN THE AREA OF WORK REMOVE EXISTING STREET LIGHTINGCONCRETE PULL BOXES UNLESS NOTED OTHERWISE; INSTALL NEWPULL BOXES TO REPLACE REMOVED PULL BOXES, SEE DETAIL1/E3.0; RE-USE EXISTING RACEWAY TO REMAINING LIGHT FIXTURE.B.EXISTING LIGHT FIXTURES APPROXIMATE LOCATION SHOWN;CONTRACTOR SHALL FIELD VERIFY EXACT LOCATION PRIOR TOBIDDING. #08554#14398
#14397#08553
#08552#03558
#03557
#2813
#08221#08288
#08522
#08525
#08527#08526
#08524#04336
#08551
#1433
#1730
#08550
AREA OF WORK1
3TYPICAL UON
YOSEMITE AVENUEMORELAND DRIVE
YOSEMITE AVENUEMORELAND DRIVE
VERSAILIES AVENUE
CAMBRIDGE DRIVE
FERNSIDE BOULEVARD
5 5
5 84
4 78
1E2.2F003TYPICALUON F001
PEDESTAL
2E3.0TYPICAL UON
2 9TYPICAL 4
10 7
1112
12 F002
REVISIONSAPPRDATENO2134567
02/03/26AS SHOWNT.P.C.L.T.P.
10OFDATE:SCALE:DESIGN:DRAWN:CHECKED:
CITY OF ALAMEDASTREETLIGHT CONDUIT REPLACEMENT - CORNELLDRIVE & THOMPSON AVENUE, MORELAND DRIVE FROMFERNSIDE BOULEVARD TO LINCOLN AVENUESchaaf WheelerCONSULTING CIVIL ENGINEERS2200 RANGE AVENUE, SUITE #201SANTA ROSA, CA 95403(707) 528-4848 EMAIL: [email protected]: (831) 359-3299 FE JOB No.24047.00CONSULTING ELECTRICAL ENGINEERSFEHR ENGINEERINGInc.COMPANY, INC.
TECCRIR
ETSTAOFCOFILAAIN EXP. 30 JUNE 27EALK
ISNo. 014906LEERGOMTHAA PSERETDS.EROFEPNINSIONEENTORREGINLPARTIAL SITE PLAN E2.2 PARTIAL SITE PLAN
1.(E) POWER SOURCE CONCRETE PULLBOX; REPLACE (E) CONCRETE PULLBOX WITH (N) 22" X12" CONCRETE PULLBOX; SEE DETAIL 1/E3.0 SIMILAR. MAKE PEDESTAL POWERCONNECTION.2.EXTEND POWER CIRCUIT INTO FIXTURE (E) PULLBOX & RECONNECT (E) FIXTURE; SEE DETAIL4/E3.0. 3.FIXTURES SHOWN IN THE AREA OF WORK ARE (E); SEE DETAIL 1/E4.0. 4.REMOVE (E) PULLBOX.5.NOTE NOT USED.6.NOTE NOT USED.7.NOTE NOT USED.8.NOTE NOT USED.9.LOCATE (E) CONDUIT STUBBED OUT FROM PULLBOX & EXTEND & CONNECT (N) CONDUIT ASINDICATED.10.NOTE NOT USED.11.DUPLICATE CITY POLE NUMBER.12.RE-USE (E) CONCRETE PULLBOX AS INDICATED.13.APPROXIMATE PATHS OF (E) UNDERGROUND UTILITIES ARE SHOWN IN AREA OF WORK;COORDINATE WITH CITY FOR EXACT LOCATIONS; WHERE UNCERTAIN LOCATIONS EXIST ORAT CITY REQUEST BE PREPARED TO LOCATE UNDERGROUND UTILITIES; SEE PROJECTSPECIFICATION.14.PROJECT SCOPE OF WORK IS LIMITED TO WITHIN THE BOUNDARY LINES SHOWN.15.EXTEND POWER CIRCUIT INTO FIXTURE (E) PULLBOX & RECONNECT (E) FIXTURE.16.CITY POLE NUMBERS THAT ARE LINED OUT ARE OUTSIDE THE WORK AREA AND ARERETAINED FOR FUTURE REFERENCE.17.(N) POWER DISTRIBUTION PEDESTAL. SEE DETAIL 2/E4.0; COORDINATE WITH CITY FOREXACT MOUNTING LOCATION.18.REMOVE (E) BOX; PRIOR TO REMOVAL, COORDINATE WITH CITY TO CONFIRM REMOVAL.19.REPLACE (E) LID WITH (N) LID; MATCH (E).
SHEET NOTES
1"=30'-0"30'1"=30'-0"15'030'60'NORTH
CITY POLE NUMBERS THIS SHEET:20 FIXTURES THIS SHEET#1645#08488#08489#08490#08501#08529#08530#08531#08532#08536#08537#08538#08538#08540#08541#08542#08543#08546#08548#08549 11 5
16TYPICAL
GENERAL SHEET NOTES (APPLICABLE TOWITHIN AREA OF WORK, SEE PLANS FOR AREA OF WORK):A.IN THE AREA OF WORK REMOVE EXISTING STREET LIGHTINGCONCRETE PULL BOXES UNLESS NOTED OTHERWISE; INSTALL NEWPULL BOXES TO REPLACE REMOVED PULL BOXES, SEE DETAIL1/E3.0; RE-USE EXISTING RACEWAY TO REMAINING LIGHT FIXTURE.B.EXISTING LIGHT FIXTURES APPROXIMATE LOCATION SHOWN;CONTRACTOR SHALL FIELD VERIFY EXACT LOCATION PRIOR TOBIDDING. #1645
#08543#08542
#08541#08540
#08538#08538
#08537#08536#08488
#08489
#08490
#08549#08548
#08546
#08532
#08531#08530
#08529
AREA OF WORKVERSAILLES AVENUE
MORELAND DRIVE
MORELAND DRIVE
LINCOLN AVENUE
BUENA VISTA AVENUE
BUENA VISTA AVENUE
F001
15F001
1E2.1
2 12F001
9 F001
4 1
#08501
2E3.0TYPICAL UON
15 PEDESTAL
1111
3 F003
TYPICAL UON
TYPICAL UON
13TYPICAL
14AREA OF WORK
17 1819
F002
REVISIONSAPPRDATENO2134567
02/03/26AS SHOWNT.P.C.L.T.P.
10OFDATE:SCALE:DESIGN:DRAWN:CHECKED:
CITY OF ALAMEDASTREETLIGHT CONDUIT REPLACEMENT - CORNELLDRIVE & THOMPSON AVENUE, MORELAND DRIVE FROMFERNSIDE BOULEVARD TO LINCOLN AVENUESchaaf WheelerCONSULTING CIVIL ENGINEERS2200 RANGE AVENUE, SUITE #201SANTA ROSA, CA 95403(707) 528-4848 EMAIL: [email protected]: (831) 359-3299 FE JOB No.24047.00CONSULTING ELECTRICAL ENGINEERSFEHR ENGINEERINGInc.COMPANY, INC.
TECCRIR
ETSTAOFCOFILAAIN EXP. 30 JUNE 27EALK
ISNo. 014906LEERGOMTHAA PSERETDS.EROFEPNINSIONEENTORREGINLPARTIAL SITE PLAN E2.3 PARTIAL SITE PLAN
1.(E) POWER SOURCE CONCRETE PULLBOX; REPLACE (E) CONCRETE PULLBOX WITH(N) 22" X 12" CONCRETE PULLBOX; SEE DETAIL 1/E3.0 SIMILAR. MAKE PEDESTALPOWER CONNECTION; SEE DETAIL 1/E4.0. 2.EXTEND POWER CIRCUIT INTO FIXTURE (E) PULLBOX & RECONNECT (E) FIXTURE; SEEDETAIL 4/E3.0. 3.FIXTURES SHOWN IN THE AREA OF WORK ARE (E); SEE DETAIL 1/E4.0. 4.DISCONNECT & REMOVE (E) CONDUCTORS TO LAST ACTIVE FIXTURE; SEE GENERALNOTES.5.FIXTURE FED FROM OVERHEAD SOURCE; COORDINATE WITH AMP FOR DISCONNECTION & CIRCUIT REMOVAL.6.APPROXIMATE PATHS OF (E) UNDERGROUND UTILITIES ARE SHOWN IN AREA OFWORK; COORDINATE WITH CITY FOR EXACT LOCATIONS; WHERE UNCERTAINLOCATIONS EXIST OR AT CITY REQUEST BE PREPARED TO LOCATE UNDERGROUNDUTILITIES; SEE PROJECT SPECIFICATION.7.PROJECT SCOPE OF WORK IS LIMITED TO WITHIN THE BOUNDARY LINES SHOWN.8.(N) POWER DISTRIBUTION PEDESTAL. SEE DETAIL 2/E4.0; COORDINATE WITH CITYFOR EXACT MOUNTING LOCATION; PEDESTAL IS TO BE LOCATED ADJACENT TO THEEXISTING FIXTURE AND AVOID THE EXISTING WATER METER WHICH IS LOCATED INTHIS AREA.9.REMOVE (E) BOX; PRIOR TO REMOVAL, COORDINATE WITH CITY TO CONFIRMREMOVAL.
SHEET NOTES
1"=20'-0"20'1"=20'-0"10'020'40'NORTH
CITY POLE NUMBERS THIS SHEET:8 FIXTURES THIS SHEET#08304#08323#08325#08326#08327#08337#08338#08339 6 GENERAL SHEET NOTES (APPLICABLE TOWITHIN AREA OF WORK, SEE PLANS FOR AREA OF WORK):A.IN THE AREA OF WORK REMOVE EXISTING STREET LIGHTINGCONCRETE PULL BOXES UNLESS NOTED OTHERWISE; INSTALL NEWPULL BOXES TO REPLACE REMOVED PULL BOXES, SEE DETAIL1/E3.0; RE-USE EXISTING RACEWAY TO REMAINING LIGHT FIXTURE.B.EXISTING LIGHT FIXTURES APPROXIMATE LOCATION SHOWN;CONTRACTOR SHALL FIELD VERIFY EXACT LOCATION PRIOR TOBIDDING.
AREA OF WORK#08323
#08325
#08327
#08326
#08304 #08339
#08338
#08337
TYPICAL EACH FIXTURE UON
CORNELL DRIVE
THOMPSON AVENUE
FAIRVIEW AVENUE
TYPICAL UON
1 25
5 4
3 5 4
F003TYPICAL UON2E3.0TYPICAL UON
6TYPICAL
7 F002PEDESTAL8
9 9
REVISIONSAPPRDATENO2134567
02/03/26AS SHOWNT.P.C.L.T.P.
10OFDATE:SCALE:DESIGN:DRAWN:CHECKED:
CITY OF ALAMEDASTREETLIGHT CONDUIT REPLACEMENT - CORNELLDRIVE & THOMPSON AVENUE, MORELAND DRIVE FROMFERNSIDE BOULEVARD TO LINCOLN AVENUESchaaf WheelerCONSULTING CIVIL ENGINEERS2200 RANGE AVENUE, SUITE #201SANTA ROSA, CA 95403(707) 528-4848 EMAIL: [email protected]: (831) 359-3299 FE JOB No.24047.00CONSULTING ELECTRICAL ENGINEERSFEHR ENGINEERINGInc.COMPANY, INC.
TECCRIR
ETSTAOFCOFILAAIN EXP. 30 JUNE 27EALK
ISNo. 014906LEERGOMTHAA PSERETDS.EROFEPNINSIONEENTORREGINLELECTRICAL DETAILS E3.0 PULLBOX (NEW)NO SCALE TRENCH SECTION NO SCALE
TRENCH TYPESNO SCALE
S/SLMINIMUM CLEARANCESG12"6"PPHCF12"6"6"
PH12"0"12"0"0"
C12"0"12"0"0"
S/SL3"12"3"12"3"
P3"12"3"12"12"
24" IN SIDEWALK/DIRT 24" IN STREET30" IN SIDEWALK/DIRT/STREET24" IN SIDEWALK/DIRT 36" IN STREET24" IN SIDEWALK/DIRT 30" IN STREET TRENCH TYPES:A- TRENCH IN EXISTING ASPHALT STREET.B- TRENCH IN SIDEWALK/CONCRETE.UTILITIES:G-GASPH-TELEPHONE (AT&T)C-CABLE (COMCAST)F-AMP FIBERP-PRIMARYSL-STREET LIGHTW-WATERS-SEWER30" IN SIDEWALK/DIRT/STREET
PULLBOX (EXISTING) NO SCALE
MINIMUM COVER
7 (E) SIDEWALK
60±48± (E) CURB
(E) STREET GUTTER(E) STREET LIGHT BASESEE PLANS FOR REQUIREMENTSTUNNEL UNDER CURB ANDGUTTER OR CUT THROUGH ANDREPLACE CURB AND GUTTER(E) RACEWAY TO STREETLIGHT TO REMAIN RECIRCUIT AS NECESSARY (E) RACEWAY (STREETLIGHT) TO BEABANDONED IN PLACE(WHERE OCCURS)(E) RACEWAY (STREETLIGHT) TO BEABANDONED IN PLACE(WHERE OCCURS) AA
SECTION A-A(N) RACEWAY; SEE PLANS FOR REQUIREMENTS
(E) TO LIGHT POLE TO REMAIN RE-ARRANGECONDUIT TO ENTER AS INDICATED
GROUND ROD WHERECALLED FOR ON PLANS
(N) PULLBOX
1DETAIL NOTES:1.CIRCUIT (E) LIGHT PER PLANS; SPLICE CONDUCTORS USING "C"CLAMPS/TAPS; INSULATE SPLICE USING "SCOTCH CAST"WATERPROOF SEALING PACK; SEE DETAIL SL 57-3 (SIMILAR)SHEET E5.0. 2.WHERE SIDEWALK REQUIRES REPAIR OR REBUILDING COMPLETEREPAIR OR REBUILDING PER DETAIL ST 1-6 SHEET E5.0. 3.SEE DETAIL ST 6, SHEET E5.0 AND DETAIL SL 57-2, SHEET E5.0, SIMILAR EXCEPT CONDUITS SHALL ENTER PULLBOX AT 45°. 3 2
3 45° TYPICALALL CONDUITS
183"14"3" 6" WIDE CAUTION TAPE
AGGREGATE BASE 95% COMPACTION OR SEE NOTE 10 FORALTERNATE BACKFILL MATERIALPAVE ENTIRE OPENING WITH 4" OR ORIGINAL DEPTH OFPAVEMENT (WHICHEVER IS GREATER)CUT & REMOVE ADDITIONAL 1'-0" WIDTHOF PAVEMENT ON BOTH SIDES OF THETRENCH AFTER PLACEMENT OF BACKFILLAND PRIOR TO PAVING SAND 95% COMPACTION
TRENCH NOTES:1.ALL BACKFILL SHALL BE COMPACTED IN ONE FOOT LAYER WITH A MINIMUM OF 95% COMPACTIONFOR TRENCH TYPE A & 90% COMPACTION FOR TRENCH TYPE B. COMPACTION MAY BE SUBJECT TOTESTING. CLASS II AGGREGATE MATERIAL MAY BE USED FOR BACKFILLING THE TRENCH. AT THEOPTION OF CONTRACTOR, CONTROLLED DENSITY FILL (CDF) MAY BE USED AS BACKFILL MATERIAL.2.IF THE TRENCH BECOMES WIDER THAN SHOWN ON TRENCH CROSS SECTIONS, TO ENTER BOXES, TOINSTALL BENDS, ETC., THE COST SHALL BE INCLUDED IN PRICE OF TRENCH. NO ADDITIONAL COSTWILL BE CONSIDERED FOR WIDER TRENCH.3.TRENCH DEPTHS ON TRENCH SECTIONS ARE APPROXIMATE. NO ADDITIONAL COMPENSATION WILL BECONSIDERED FOR TRENCHES BUILT DEEPER THAN REQUIRED BY THE TRENCH SECTIONS.CONTRACTOR SHALL CONSIDER IN HIS BID DEEPER TRENCHES TO MEET CLEARANCE REQUIREMENTSWHEN CROSSING OTHER UTILITIES PER TABLE SHOWN ON THIS DRAWING.4.FOR ALL TRENCH WORK AND PULLBOX INSTALLATION SUBJECT TO ALAMEDA MUNICIPAL POWERINSPECTION, CALL AMP FOR INSPECTION BEFORE BACKFILLING TRENCH AND FOR INSPECTION OFPULLBOX.5.THE MARKING TAPE SHALL BE A MINIMUM OF 5.5 MLS THICK COMPOSED OF 3 MILS THICK METALFOR BACKING AND CLEAR MYLAR COATING ON BOTH SIDES. THE WIDTH SHALL BE 6 INCHES RED(ELECTRIC).6.SAND SHALL BE SUITABLE FOR THE PURPOSE INTENDED, AND SHALL BE OF SUCH SIZE THAT 90% TO100% WILL PASS A NO. 4 SIEVE AND NOT MORE THAN 5% WILL PASS A NO. 200 SIEVE.7.ALL TRENCH CROSSINGS AT EXISTING STORM DRAINAGE AND ARCH CULVERTS SHALL BE CAREFULLYTUNNELED TO AVOID DAMAGE TO THE STRUCTURES. THE CONTRACTOR SHALL BE RESPONSIBLE FORREPAIR OR REPLACEMENT OF ANY DAMAGE TO EXISTING.8.AT SIGNALIZED INTERSECTIONS, THE CONTRACTOR SHALL CALL CITY OF ALAMEDA MAINTENANCEDEPARTMENT TO LOCATE EXISTING TRAFFIC SIGNAL CONTROL SYSTEMS.9.SEE DETAIL 3/E3.0 FOR UTILITY CROSSING CLEARANCE REQUIREMENTS & COVER REQUIREMENTS.10.AS AN ALTERNATE BACKFILL MATERIAL USE CONTROLLED LOW STRENGTH MATERIAL (CLSM) ASSPECIFIED IN CITY OF ALAMEDA STANDARD DETAIL ST 7-5; SEE ALSO ALAMEDA STANDARD DETAIL ST7-2; COORDINATE EXACT DETAILS WITH CITY PROJECT MANAGER PRIOR TO BACKFILL.SEE TRENCH NOTES 3E3.0
(E) SIDEWALK
60±48± (E) CURB
(E) GUTTER(E) STREET LIGHT BASE
(E) PULLBOX
(N) RACEWAY; SEE PLANS FOR REQUIREMENTSTUNNEL UNDER CURB ANDGUTTER OR CUT THROUGH ANDREPLACE CURB AND GUTTER(E) 1"C. TO STREETLIGHT TO REMAIN RECIRCUIT AS NECESSARY (E) RACEWAY (STREETLIGHT) TO BE ABANDONEDIN PLACE(WHERE OCCURS)(E) RACEWAY (STREETLIGHT) TO BE ABANDONEDIN PLACE(WHERE OCCURS) AA
SECTION A-A(N) RACEWAY; SEE PLANS FOR REQUIREMENTS
(E) CONDUIT & CIRCUIT TO LIGHT POLE TOREMAIN & SHALL BE RE-USED IN (N) WORK (E) PULLBOX; REFURBISH AS REQUIRED
(E) GROUND RODWHERE OCCURS
(N) RACEWAY;SEE PLANS FOR REQUIREMENTS
2 1
DETAIL NOTES:1.CIRCUIT (E) LIGHT PER PLANS; SPLICE CONDUCTORS USING "C" CLAMPS/TAPS;INSULATE SPLICE USING "SCOTCH CAST" WATERPROOF SEALING PACK; SEEDETAIL SL 57-3 (SIMILAR) SHEET E5.0. 2.WHERE SIDEWALK REQUIRES REPAIR OR REBUILDING COMPLETE REPAIR ORREBUILDING PER DETAIL ST 1-6 SHEET E5.0. 3.SEE DETAIL SL 57-2, SHEET E5.0, SIMILAR EXCEPT CONDUITS SHALL ENTERPULLBOX AT 45°. 3 3
3 REVISIONSAPPRDATENO2134567
02/03/26AS SHOWNT.P.C.L.T.P.
10OFDATE:SCALE:DESIGN:DRAWN:CHECKED:
CITY OF ALAMEDASTREETLIGHT CONDUIT REPLACEMENT - CORNELLDRIVE & THOMPSON AVENUE, MORELAND DRIVE FROMFERNSIDE BOULEVARD TO LINCOLN AVENUESchaaf WheelerCONSULTING CIVIL ENGINEERS2200 RANGE AVENUE, SUITE #201SANTA ROSA, CA 95403(707) 528-4848 EMAIL: [email protected]: (831) 359-3299 FE JOB No.24047.00CONSULTING ELECTRICAL ENGINEERSFEHR ENGINEERINGInc.COMPANY, INC.
TECCRIR
ETSTAOFCOFILAAIN EXP. 30 JUNE 27EALK
ISNo. 014906LEERGOMTHAA PSERETDS.EROFEPNINSIONEENTORREGINLSINGLE LINE DIAGRAMS E4.0 NO SCALENO SCALELIGHTING CIRCUIT SCHEMATIC DIAGRAM CIRCUIT aCIRCUITCONNECTED LOADFIXTURECOUNTCONNECTED LOAD(WATTS)15196AMPS @ 240VCIRCUIT bCIRCUIT c180228720.750.950.30REMARKCONDUIT AND CONDUCTORSFEEDER SCHEDULEFDR No.F001.. F002F003(E) 1-1/2" CONDUIT, (N) 2#8, 1#10 GND.2" CONDUIT, 2#8, 1#10 GND.1-1/2" CONDUIT, 2#8, 1#10 GND.8 CIRCUIT d960.40 8 NO SCALE
DETAIL NOTES: (DETAIL 2/E4.0) 1.PROVIDE SPACE FOR 10 (MINIMUM) SINGLE POLE CIRCUIT BREAKERS.2.1#6 BC GEC TO DRIVEN GROUND ROD; SEE DETAIL 2/E2.0. 3.PULL FEEDER TO AMP SECONDARY BOX AND PROVIDE 36"± FEEDER COILFOR SERVICE CONNECTION; COORDINATE WITH AMP. 4.RATE PEDESTAL EQUIPMENT AT 10 KAIC.5.FEEDER CIRCUIT(S) OUT OF PEDESTAL; SEE SITE PLANS FOR REQUIREMENTS.POWER PEDESTAL100A, 120/240V,1Ø, 3W
NO SCALESINGLE LINE DIAGRAM
SPARE20/11
F0022E2.0
2 3
20/1
Isc= 10 KAIC
SPARE
4TYP.
5 AMP FEEDER
(E) GRADE (TYPICAL)CONCRETE PULLBOX FORLIGHT POLE; TYPICAL (E) POLE; TYPICAL
(E) FIXTURE; LED; 12 WATT;120-277V DRIVER; PHOTOCELL CONTROL; TYPICAL TO AMP POWER SOURCE;COORDINATE WITH CITY
FIXTURE POWERCIRCUIT; TYPICALTO FIXTURES CONNECTEDIN PARALLEL; (WHERE OCCURS)
TO OTHER FIXTURES(WHERE OCCURS)
LANDINGLUGS2-PEDESTAL
F002
REVISIONSAPPRDATENO2134567
02/03/26AS SHOWNT.P.C.L.T.P.
10OFDATE:SCALE:DESIGN:DRAWN:CHECKED:
CITY OF ALAMEDASTREETLIGHT CONDUIT REPLACEMENT - CORNELLDRIVE & THOMPSON AVENUE, MORELAND DRIVE FROMFERNSIDE BOULEVARD TO LINCOLN AVENUESchaaf WheelerCONSULTING CIVIL ENGINEERS2200 RANGE AVENUE, SUITE #201SANTA ROSA, CA 95403(707) 528-4848 EMAIL: [email protected]: (831) 359-3299 FE JOB No.24047.00CONSULTING ELECTRICAL ENGINEERSFEHR ENGINEERINGInc.COMPANY, INC.
TECCRIR
ETSTAOFCOFILAAIN EXP. 30 JUNE 27EALK
ISNo. 014906LEERGOMTHAA PSERETDS.EROFEPNINSIONEENTORREGINLELECTRICAL DETAILS E5.0
9 1.CONDUIT ENTERING PULLBOX SHALL ENTER AT 45°; SEEDETAILS 1/E3.0 & 4/E3.0. SHEET NOTES 1 TYPICAL UON
CITY DETAIL SL 57-3 REMOVED FROMTHE PLANS, REFER TO ELECTRICALSPECIFICATIONS FOR SPLICING ANDCRIMPING REQUIREMENTS REVISIONSAPPRDATENO2134567
02/03/26AS SHOWNT.P.C.L.T.P.
10OFDATE:SCALE:DESIGN:DRAWN:CHECKED:
CITY OF ALAMEDASTREETLIGHT CONDUIT REPLACEMENT - CORNELLDRIVE & THOMPSON AVENUE, MORELAND DRIVE FROMFERNSIDE BOULEVARD TO LINCOLN AVENUESchaaf WheelerCONSULTING CIVIL ENGINEERS2200 RANGE AVENUE, SUITE #201SANTA ROSA, CA 95403(707) 528-4848 EMAIL: [email protected]: (831) 359-3299 FE JOB No.24047.00CONSULTING ELECTRICAL ENGINEERSFEHR ENGINEERINGInc.COMPANY, INC.
TECCRIR
ETSTAOFCOFILAAIN EXP. 30 JUNE 27EALK
ISNo. 014906LEERGOMTHAA PSERETDS.EROFEPNINSIONEENTORREGINLELECTRICAL DETAILS E5.110
1.POWER PEDESTAL SHALL BE SIMILAR TO DETAIL 1-L-541 ADJUSTED PER ALAMEDA PROJECTMANAGER'S DIRECTION; PEDESTAL SHALL NOT HAVE A METERING SECTION; SEE DETAIL 2/E2.0.2.AMP DETAILS FOR INSTALLATION OF AN AMP SERVICE; ALL DETAILS MAY NOT BE NECESSARYFOR THIS PROJECT. CONTRACTOR SHALL APPLY DETAILS AS NECESSARY IN CONJUNCTIONWITH THE PROJECT REQUIREMENTS.3.ACCEPTABLE MANUFACTURER'S OR APPROVED CALIFORNIA MOTOR CONTROLS EQUAL; THECITY'S PREFERRED PRODUCT IS THE STRONG BOX PWP SERIES; PROVIDE PRODUCT SUBMITTALFOR APPROVAL PRIOR TO ORDERING; COORDINATED WITH THE CITY.
SHEET NOTES
1 2TYP.
3