HomeMy Public PortalAbout1994 Base Failure Repair and Street Improvements - Phase I, Project No. 90-8912W
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LIST OF PROJECT LOCATIONS
LOCATION A: ALAMEDA DE LAS PULGAS - 39TH AVE. TO HILLSDALE BLVD.
LOCATION B: ELDORADO STREET - E. THIRD AVE. TO FOURTH AVE.
LOCATION C: N. AMPHLETT BLVD. - PENINSULA AVE. TO POPLAR AVE.
LOCATION D: DE ANZA BLVD. - S.R. 92 FREEWAY TO POLHEMUS RD.
LOCATION E: NORFOLK ST/LOS PRADOS - HILLSDALE BLVD. TO EL PARQUE CT.
LOCATION F: E. THIRD AVENUE - SAN MATEO CREEK TO EAST CITY LIMITS
LOCATION G: E. POPLAR AVENUE - EL CAMINO REAL TO SAN MATEO DRIVE
LOCATION H: SAN MATEO DRIVE - TILTON AVE. TO MONTE DIABLO AVE.
LOCATION I: BASE FAILURE - CITY WIDE
DIETERICH POST REORDER N0. 135756
PROJECT LOCATION MAP
SCALE: I" 1200'
1994 BASE FAILURE REPAIR
AND STREET IMPROVEMENTS
PHASE I
GENERAL NOTES:
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE APWA-AGC STANDARD SPECIFICATIONS FOR
PUBLIC WORKS CONSTRUCTION 1991 EDITION AS AMENDED WITH THE 1992 AND 1993 SUPPLEMENT.
2. ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOT KNOWN OR
IN A LOCATION DIFFERENT FROM THAT WHICH IS SHOWN ON THE PLANS OR IN THE SPECIAL
PROVISIONS. THE CONTRACTOR SHALL ASCERTAIN THE EXACT LOCATION OF ALL UNDERGROUND
FACILITIES PRIOR TO DOING WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR
SERVICE.
BEFORE COMMENCING WORK, THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT
(USA) -- CALL 1-800-642-2444.
3. CONTRACTOR SHALL COMPLY WITH ALL STATE, COUNTY AND CITY LAWS AND ORDINANCE AND
REGULATIONS OF THE DEPARTMENT OF INDUSTRIAL RELATIONS, O.S.H.A. AND INDUSTRIAL ACCIDENT
COMMISSION RELATING TO SAFETY AND CHARACTER OF WORK, EQUIPMENT AND LABOR PERSONNEL.
4. PRIOR TO CONSTRUCTION, P.G. & E. AND CALIFORNIA WATER COMPANY WILL RELOCATE ANY OF THEIR
UTILITIES IN CONFLICT WITH THIS PROJECT. IN THE EVENT THAT UNFORESEEN CONFLICTS ARE
DISCOVERED, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE HIS ACTIVITIES
WITH THE APPROPRIATE UTILITY COMPANY IF ADDITIONAL RELOCATION IS REQUIRED.
5. THE CONTRACTOR SHALL PROVIDE ALL LIGHTS, SIGNS, BARRICADES, FLAGMEN, OR OTHER DEVICES
NECESSARY TO PROVIDE FOR PUBLIC SAFETY AND IN ACCORDANCE WITH THE STATE OF CALIFORNIA
DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATION 1992 EDITION.
6. BASE FAILURE REPAIRS AS SHOWN ON PLANS ARE APPROXIMATE ONLY. ACTUAL LOCATIONS ARE, OR
WILL BE, FIELD MARKED DURING CONSTRUCTION.
TABLE OF CONTENTS
SHEET I - TITLE, GENERAL NOTES, PROJECT LOCATION MAP
SHEET 2 - TRENCH DETAIL, ALAMEDA DE LAS PULGAS DETAILS,
SLOT REPAIR ON E.THIRD AVE. DETAIL, A.C. OVERLAY
DETAILS, BASE FAILURE REPAIR DETAIL
SHEET 3 -
J. HART CLINTON DR. ( E. THIRD AVE.) AT SEAL SLOUGH
PLAN , MEDIAN COBBLESTONE PAVING DETAIL AND
HILLSDALE BLVD AT NORFOLK PLAN
DESCRIPTION
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Oct, Bruning, Inc. 81062 Form 10414
A.C. COMPACT
IN 2 LIFTS
SAND OR SLURRY
I" WIRE LINE
I- 1/2" WATER LINE
2-1/2" SLEEVING
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TRENCH DETAIL
NOT TO SCALE
397W AVE.
INSTALL CITY SUPPLIED
VALVE BOX ( TYPICAL)
FERNW00D S
IRRIGATION INSTALLATION
ALAMEDA DE LAS PULGAS - 39TH AVENUE TO LA CASA AVENUE
( SEE TRENCH DETAIL , THIS SHEET )
ALAMEDA DE LAS PULGAS
SCALE: I" 100'
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DESCRIPTION
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ALAMEDA DE LAS PULGAS
367W AVE.
INSTALL CITY SUPPLIED
VALVE BOX (TYPICAL)
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LA JOLLA ST.
38TH AVE.
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IRRIGATION INSTALLATION
ALAMEDA DE LAS PULGAS - HILLSDALE BOULEVARD TO 39TH AVENUE
SCALE: I" 100' ( SEE TRENCH DETAIL , THIS SHEET )
397W AVE.
0.11 KEY
VARIES
6'
0.11 A.C.
OVERLAY
VARIES BASE
FAILURE
REPAIR
WEDGE CUT
(TYP.)
EXISTING CURB,
GUTTER 8, SIDEWALK (TYP)
EXISTING A.C. PAVEMENT
0.11 A.C. OVERLAY DETAIL
VARIES
0.2' KEY
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PETROMAT
BASE
FAILURE
REPAIR
EXISTING CURB, GUTTER
AND SIDEWALK ( TYP. )
WEDGE CUT
(TYP.)
0.2' A.C.
OVERLAY
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0.2s A.C. OVERLAY DETAIL
NOT TO SCALE NOT TO SCALE
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EXCAVATE EXISTING STREET
AND REPLACE WITH A.C.
SLOT REPAIR
ON E.'TH I RD AVENUE
NOT TO SCALE
EXISTING A.C. PAVEMENT
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BASE FAILURE REPAIR
— EXISTING CURB, GUTTER d SIDEWALK (TYP.)
CITY WIDE BASE FAILURE REPAIR
NOT TO SCALE
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PROJECT NO. 90-8912
CASE
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SET
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SHEET 2 OF 3
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SEAL
SLOUGH
PCC BRIDGE DECK
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CONSTRUCT
COBBLESTONE MEDIAN
PER DETAIL
APPROACH SLAB
PCC BARRIER
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EXISTING COBBLESTONE MEDIAN
CURB AND GUTTER
(TYP)
✓. HART CLINTON DRIVE (E. THIRD AVE)
PLAN
4" MIN. MORTAR BED
NOTE: ROUND OFF CROWN AS SHOWN
AVOID SHARP POINTS
rega 'Tear
Palilt .at S!S'alga. idlianA
COMPACTED
SUBGRADE
NOTE : SET 3" TO 6" DIA. (APPROX.) WATER WORN STONE
( LYNN CREEK OR EQUAL) INTO MORTAR TO 2/ 3
THEIR THICKNESS IN A NEAT a CLEAN MANNER
WITH A MINIMUM OF MORTAR SHOWING.
INDICATES LOCATION ON PLANS
MEDIAN COBBLESTONE PAVING DETAIL
MEDIAN CURB
AND GUTTER
DESCRIPTION
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EXISTING
CROSSWALK LINES
TO BE REMOVED
(TYP)
PROPOSED
CROSSWALK LINES
( TYP
\ PROPOSED MEDIAN
1 CONSTRUCT NEW CURB
NORFOLK ST.
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SCALE 10'
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PROPOSED
NON -REFLECTIVE
WHITE MARKERS
20' OF MEDIAN
TO BE REMOVED AND
REPLACE WITH 8" A.C.
II
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PROJECT NO.
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SET
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SHEET 3 OF 3