DEPARTMENT OF PUBLIC WORKS
CITY OF HUNTINGTON BEACH
%%UNOTICE TO THE CONTRACTOR
CONTRACTOR AGREES TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE
CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT MUST APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE
CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE AGENCY AND THE ENGINEER
HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE
PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE AGENCY OR THE ENGINEER.
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS ARE BASED ON A SEARCH OF THE AVAILABLE RECORDS. UTILITY SURFACE FEATURES ARE BASED ON FIELD OBSERVATION. THE CONTRACTOR SHALL TAKE DUE
PRECAUTIONARY MEASURES TO PROTECT ALL UTILITY LINES, SHOWN OR NOT SHOWN ON THESE PLANS.
PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR MUST COMPLETE AND SUBMIT TO THE
AGENCY THE UNDERGROUND SERVICE ALERT IDENTIFICATION FORM WHICH HAS BEEN PROVIDED IN THE PROJECT SPECIFICATIONS.
ALL WORK SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE AGENCY'S STANDARD PLANS, PROJECT PLANS, SPECIFICATIONS, AND CONTRACT DOCUMENTS. THE CONTRACTOR SHALL KEEP A COPY OF THIS INFORMATION ON THE JOB SITE.
A PRE-CONSTRUCTION MEETING SHALL BE HELD A MINIMUM OF 48 HOURS PRIOR TO THE COMMENCING OF WORK.
THE CONTRACTOR SHALL NOTIFY THE AGENCY'S CONSTRUCTION MANAGER, AT (714) 536-5430, A MINIMUM OF 5 WORKING DAYS PRIOR TO THE START OF CONSTRUCTION AND 48 HOURS IN ADVANCE FOR PROJECT INSPECTION. SURVEY STAKING SHALL BE PROVIDED BY THE CONTRACTOR.
PROJECT STATIONING REFERS TO THE CENTERLINE OF STREET.
STOCKPILING OF REMOVAL MATERIAL WILL NOT BE ALLOWED IN OR AROUND THE PROJECT SITE
DOORKNOB NOTIFICATION OF RESIDENTS AND BUSINESS OWNERS DIRECTLY AFFECTED BY CONSTRUCTION AND THE POSTING OF "NO PARKING" NOTIFICATION SIGNS SHALL OCCUR A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION.
PUBLIC AND/OR PRIVATE IMPROVEMENTS TO BE PROTECTED IN PLACE ARE NOT LIMITED TO THOSE SPECIFICALLY CALLED OUT ON THE PLANS. ALL EXISTING IMPROVEMENTS WHICH ARE NOT IDENTIFIED
FOR REMOVAL AND/OR RECONSTRUCTION ON THE PLANS AND/OR SPECIFICATIONS SHALL BE PROTECTED IN PLACE AT THE CONTRACTOR'S EXPENSE PER SECTION 7-9 OF THE SPECIFICATIONS. %%UNPDES GENERAL NOTES:
%%UGENERAL NOTES:
BRLO-5181(174)
BRIDGE No. 55C-0282
ADMIRALTY DRIVE BRIDGE REHABILITATION
DIRECTOR OF PUBLIC WORKS
SEAN CRUMBY, P.E.
APPROVED:
DATE
C.C. No. 1450
(OVER QUEEN ELIZABETH PASSAGE)
1. 2.
3. 4.
5. 6.
7. 8.
9. OR PUBLIC RIGHT OF WAY.
VENTURE DR
HUNTINGTON
HARBOUR
SUNSET
COUNTY BEACH
SOMERSET LN
NORTH PACIFIC AVEPACIFIC COAST
HWY
MORITZ DRFRANCOIS DR
LAZARE LNMARTIN LNBORDEAUX LN
BOUNTY CIR
MAIDEN CIR
PEALE LNDEVON CIR
EASTER CIR
CHANNEL LNADMIRALTY DR
GRIMAUD LN
TOPAZ LN
BAYVIEW DR
TYPHOON LN
WALRUSE LN
SEA BRIDGE
PARK
SUNSET
ISLAND
%%UPROJECT AREA
%%ULOCATION MAP
N.T.S.
PROJECT
SAYBROOK LN.
GOLDEN WEST
SPRINGDALE
BOLSA CHICA
HAMILTON
HWY.
AVE.
INDIANAPOLIS
FWY.14THORANGE
%%uVICINITY MAP
N.T.S.
BEACH
NEWLANDATLANTA
OCEAN
AVE.
PACIFICPACIFIC
ST.
ALGONQUIN
HEIL
GARFIELD
GOLDENWESTELLIS
COAST
ST.
ADAMS17TH
YORKTOWN
ST.
AVE.
TALBERT
EDWARDS
GRAHAM
WARNER
SLATER
BLVD.
AVE.
GOTHARD
AVE.
AVE.
AVE.
BROOKHURST
AVE.
AVE.AVE.
BANNING
AVE.
MAGNOLIABUSHARD
ST.
AVE.
ST.
ST.
AVE.
WARD
ST.
405p
ST.
RANCHO RD.SAN DIEGOAVE.
AVE.
ST.
ST.
ST.BOLSA
Mc FADDEN
EDINGER
ST.
ST.
AVE.
AREA
ADMIRALTY
DR
%%UBID ITEM
%%UQUANTITY
1. 2.
3. 4.
5. 6.
7. 8.
9. 10.
11. 12.
13. 14.
15. 17.
18. 19.
20. MOBILIZATION
PREPARE STORM WATER POLLUTION PREVENTION PLAN
WATER POLLUTION CONTROL
TEMPORARY TRAFFIC CONTROL SYSTEM
INSTALL STRIPING AND PAVEMENT MARKINGS
REMOVE AND CONSTRUCT 4" PCC SIDEWALK
REMOVE AND CONSTRUCT 9" CURB AND 2' GUTTER
REMOVE 8" WATER PIPE AND CONSTRUCT 8" SS 316 WATER PIPE
INSTALL BARRIER MOUNTED STREET LIGHT
INSTALL STREET LIGHT PULL BOX
REMOVE UNSOUND CONCRETE
BRIDGE REMOVAL (PORTION), LOCATION A
RAPID SETTING CONCRETE (PATCH)
DRILL AND BOND DOWELS (CHEMICAL ADHESIVE)
REPLACE BEARING (ASSEMBLY)
JOINT SEAL (MR 1")
BAR REINFORCING STEEL (EPOXY COATED) (BRIDGE)
S4676
9/30/22
P R OFES SIO
NA
R
E
G
I
S
TERED
EN
GI
N
E
E
R
M
I
CH A
AE TH
ARUT
S TR U C
Exp.
No.
S
A
M
O
ETA
TS
FO
AI
NROFIAC
REFERENCES
Call: 811
REVISIONS
DRAWN BY:
DESIGNED BY:CHECKED BY:
DATEREV. BY APP'V'D
DESCRIPTION
C
A
G
D
UOYEROFEB
TWO WORKING DAYS BEFORE YOU DIG
SHEET NO.
OF
CITY OF HUNTINGTON BEACH
DEPARTMENT OF PUBLIC WORKS
Underground Service Alert
STRUCTURAL ENGINEERS
714-550-4665
Orange, California 92868
500 So. Main St, Suite 400
DATE
DATE
PREPARED UNDER THE SUPERVISION OF:
R.S.E. NO.: EXP. DATE:
APPROVED BY:
R.C.E. NO.: EXP. DATE:
CITY OF HUNTINGTON BEACH
DEPARTMENT OF PUBLIC WORKS
DATE
CITY ENGINEER:
R.C.E. NO.: EXP. DATE:
RIGHT-OF-WAY
PT + L
CONSTRUCTION
WATER ENG.
STREET DESIGN
DEVELOPMENT
TRANSPORTATION
UTILITIES
REVIEWED BY DATE
(4/7/22)PLAN CHECK SET/NOT FOR CONSTRUCTION
(2010211D1_T1) 2010211
TITLE SHEET
ADMIRALTY DR BRIDGE REHABILITATION
(OVER QUEEN ELIZABETH PASSAGE)
STA. 10+37.85 TO STA. 13+82.00FLO 4/5/22
KRK 4/9/21
MAL 4/15/22
1 25
ADMIRALTY DR BRIDGE REHABILITATIONC.C. No. 1450
T1
Michael A. Thomas PRINCIPAL S.E.
S4676 9/30/22
Chris Tanio, PRINCIPAL C.E.
C82756 9/30/22
Thomas M. Herbel P.E.
C53300 6/30/23
1 LS
1 LS
1 LS
1 LS
1 LS
1525 SF
62 LF
195 LF
4 EA
10 EA
1 LS
1 LS
8 CF
42 LF
28 EA
104 LF
71700 LB
21. 22.
23. CLEAN AND PAINT STRUCTURAL STEEL (EXISTING BRIDGE)
TUBULAR HANDRAILING
CONCRETE BARRIER (TYPE 732SW) (MODIFIED)
1 LS
310 LF
310 LF
LEAD COMPLIANCE PLAN 1 LS
SCAFFOLDING 1 LS
STRUCTURAL CONCRETE, BRIDGE (POLYMER FIBER) 188 CY
1. STRUCTURAL CONTROLS AS DICTATED BY PROJECT SPECIFIC STORM WATER POLLUTION PLAN (SWPPP) OR WATER POLLUTION CONTROL PLAN (WPCP).
2. 3.
SHALL BE IMPLEMENTED TO MINIMIZE TRANSPORT FROM THE SITE TO STREETS, DRAINAGE
FACILITIES, OR ADJOINING PROPERTY BY WIND OR RUNOFF AS REQUIRED BY THE PROJECT SPECIFIC SWPPP/WPCP.
4. AND MUST NOT BE DISCHARGED TO RECEIVING WATERS OR TO THE LOCAL STORM DRAIN SYSTEM.
5. THE REQUIRED BEST MANAGEMENT PRACTICES AND GOOD HOUSEKEEPING MEASURES FOR THE PROJECT SITE AND ANY ASSOCIATED CONSTRUCTION STAGING AREAS.
6. MATERIALS SHALL BE COLLECTED AND PROPERLY DISPOSED IN TRASH OR RECYCLE BINS.
7. 8.
SPILLS, WASTES FROM PAINTS, STAINS, SEALANTS, SOLVENTS, DETERGENTS, GLUES, LIME,
PESTICIDE, HERBICIDE, FERTILIZERS, WOOD PRESERVATIVES AND ASBESTOS FIBERS, PAINT FLAKES OR STUCCO FRAGMENTS; FUELS, OILS, LUBRICANTS, AND HYDRAULIC, RADIATOR OR BATTERY FLUIDS; CONCRETE, AND RELATED CUTTING OR CURING RESIDUES; FLOATABLE WASTES; WASTES FROM ENGINE / EQUIPMENT STEAM CLEANING OR CHEMICAL DEGREASING; WASTES FROM
CONTROLLED, TEMPORARY AREA ON-SITE AND PHYSICALLY SEPARATED FROM POTENTIAL
9. STREET CLEANING; AND SUPER-CHLORINATED POTABLE WATER FROM LINE FLUSHINGS AND TESTING.
STORMWATER RUNOFF, WITH ULTIMATE DISPOSAL IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL REQUIREMENTS.
10. HAS INFILTRATED INTO THE CONSTRUCTION SITE IS PROHIBITED. DISCHARGING OF CONTAMINATED SOILS VIA SURFACE EROSION IS ALSO PROHIBITED. DISCHARGING NON-CONTAMINATED
GROUNDWATER PRODUCED BY DEWATERING ACTIVITIES REQUIRES A DE MINIMUS DISCHARGE PERMIT FROM THE STATE REGIONAL WATER QUALITY CONTROL BOARD.
11. CONSTRUCTION REQUIREMENTS ON THE PROJECT SITE, AS SHOWN IN THE LATEST EDITION OF THE "CONSTRUCTION RUNOFF GUIDANCE MANUAL"
SEDIMENT FROM AREAS DISTURBED BY CONSTRUCTION SHALL BE RETAINED ON SITE USING
APPROPRIATE BMPS FOR CONSTRUCTION-RELATED MATERIALS, WASTES, SPILLS OR RESIDUES
RUNOFF FROM EQUIPMENT AND VEHICLE WASHING SHALL BE CONTAINED AT CONSTRUCTION SITES
ALL CONSTRUCTION CONTRACTOR AND SUBCONTRACTOR PERSONNEL ARE TO BE MADE AWARE OF
AT THE END OF EACH DAY OF CONSTRUCTION ACTIVITY, ALL CONSTRUCTION DEBRIS AND WASTE
CONSTRUCTION SITES SHALL BE MAINTAINED IN SUCH A CONDITION THAT A STORM DOES NOT POTENTIAL POLLUTANTS INCLUDE, BUT ARE NOT LIMITED TO: SOLID OR LIQUID CHEMICAL
DURING CONSTRUCTION, DISPOSAL OF SUCH MATERIALS SHOULD OCCUR IN A SPECIFIED AND
DISCHARGING CONTAMINATED GROUNDWATER, PRODUCED BY DEWATERING GROUNDWATER THAT NOTICE: ALL CONTRACTORS AND CONSTRUCTION PERSONNEL SHALL MEET THE REGULATORY ORANGE COUNTY STORMWATER PROGRAM .
16. 26.
27. FURNISH STRUCTURAL STEEL (BRIDGE)
ERECT STRUCTURAL STEEL (BRIDGE)
MISCELLANEOUS METAL (BRIDGE)
2145 LB
5810 LB
117 LB
28. HORIZONTAL DATUM: NAD-83
PROJECTION: CCS-83
AS BEING BETWEEN CALTRANS MONUMENT #2066 (N 2210715.433, E 6007115.082) DESCRIBED AS A BOAT SPIKE AND %%UBASIS OF BEARINGS
BRASS WASHER "CALTRANS", FOUND FLUSH AT THE CENTERLINE INTERSECTION OF PACIFIC COAST HIGHWAY AND HELD 10+00 AT THE CENTERLINE INTERSECTION OF ADMIRALTY DRIVE & CHANNEL LANE (NORTH) STATIONS INCREASE SOUTHWESTERLY.
%%UHORIZONTAL CONTROL:
%%UBENCH MARK
EPOCH: 1991.35
CALIFORNIA ZONE: 6
WITH TAG "RCE8348" DOWN 1.25 FEET IN A STANDARD WELL MONUMENT, FOUND AT THE INTERSECTION OF THE CENTERLINE OF ADMIRALTY DRIVE AND THE SOUTHWESTERLY LINE OF THE TRACT 4499.
ALL MEASUREMENTS SHOWN HEREON ARE IN U.S. SURVEY FEET.
ELEVATION: %%U10.256
VERTICAL DATUM: NAVD-88
BENCHMARK DESIGNATION: %%UG-978
LEVEL YEAR: 2005
DESCRIBED BY OCS 2003 - FOUND 3.75" USCGS BRONZED BENCHMARK DISK STAMPED "G 978 1964", SET IN THE SOUTHWESTERLY CORNER OF A CONCRETE BRIDGE SPANNING A SMALL FINGER CHANNEL OF HUNTINGTON HARBOR.
MONUMENT IS LOCATED IN THE SOUTHEASTERLY CORNER OF THE INTERSECTION OF PACIFIC COAST HIGHWAY AND BROADWAY, 14.4 FT. SOUTHERLY OF THE CENTERLINE OF BROADWAY, 75.5 FT. EASTERLY OF THE NORTHERLY LANES ALONG PCH AND 3.3 FT. NORTHWESTERLY OF THE SOUTHWESTERLY END OF THE GUARD RAIL ALONG THE BRIDGE.
MONUMENT IS SET LEVEL WITH THE SIDEWALK.
ADMIRALTY DRIVE, AND CALTRANS MONUMENT #2049 (N 2210921.583, E 6007488.040) DESCRIBED AS A 2" IRON PIPE T2 SITE PLAN
SHEET
T1
NO.
TITLE SHEET
DESCRIPTION
SHEET INDEX
TC1 TRAFFIC CONTROL GENERAL NOTES
DRAWING
NO.
1 3
2 5
TC2
U3 UTILITY RELOCATION PLAN 3
U4
6 UTILITY RELOCATION PLAN 4
TRAFFIC CONTROL PLAN 1
C1 CIVIL PLAN
18 WATER LINE IMPROVEMENT PLAN
19 S5 ABUTMENT LAYOUT & DETAILS
20 S6 BENT DETAILS
21 S7 TYPICAL SECTION
S8 GIRDER LAYOUT
S9
BEARING DETAILS No. 1S11
BEARING DETAILS No. 2
8 9
10 11
12 U1 UTILITY RELOCATION PLAN 1
U2 UTILITY RELOCATION PLAN 2
22 GIRDER DETAILS
S1224
25 TC3 TRAFFIC CONTROL PLAN 2
TC4 TRAFFIC CONTROL DETAIL SHEET
MISCELLANEOUS DETAILSS13
17 S4 UTILITY AND WARNING LIGHTS DETAILS16
S3 GENERAL NOTES15
S2 GENERAL PLAN No.214
S1 GENERAL PLAN No.1
L1 STREET LIGHTING PLAN4
DIAPHRAGM DETAILSS10
23 CARRY WASTES OR POLLUTANTS OFF THE SITE OR INTO THE CHANNEL. DISCHARGES OF
MATERIALS OTHER THAN STORMWATER (NON-STORMWATER DISCHARGES) ARE PROHIBITED EXCEPT AS AUTHORIZED BY AN INDIVIDUAL NPDES PERMIT.
STOCKPILES OF SOIL SHALL BE PROPERLY CONTAINED TO MINIMIZE SEDIMENT TRANSPORT FROM
THE SITE TO STREETS, DRAINAGE FACILITIES, THE CHANNEL, OR ADJACENT PROPERTIES VIA RUNOFF, VEHICLE TRACKING, OR WIND AS REQUIRED BY THE PROJECT SPECIFIC SWPPP/WPCP.
BRIDGE REMOVAL (PORTION), LOCATION B 1 LS
24. 25.
ASBESTOS COMPLIANCE PLAN 1 LS
13