2025 Residential Street Improvement Project - ST00021.25.pdf
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- Attached to
- 2025 Residential Street Improvement Project
- Solicitation number
- ST00021.25
- Issued by
- Kern County, Santa Monica City, California
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C om m er ce W ay
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PLANS FOR THE CONSTR8CTION OF THE
ST00021.25 - 2025 RESIDENTIAL STREET
IMPROVEMENT PROJECT
KEY MAP - NO SCALE
NTS
STATE HW
Y 43
LERDO HWY
LOS ANGELES AVE
CENTRAL A
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GENERAL NOTES:
1. THESE PLANS ARE TO BE USED IN CONJUNCTION WITH THE CORRESPONDING CITY OF
SHAFTER SPECIFICATIONS AT THE DATE OF BID.
2. IT IS THE INTENTION THAT THE PLANS, SPECIFICATIONS, AND BIDDING DOCUMENTS COINCIDE
AND AGREE IN ALL PARTICULARS. IF ANY MATTER OR THING BE SHOWN IN ONE AND NOT IN
THE OTHER IT SHALL BE OF THE SAME FORCE AND AFFECT AS IF INCORPORATED IN BOTH;
AND ALL THINGS MUST BE DONE BY THE CONTRACTOR WHICH MAY BE SHOWN IN EITHER.
3. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR
JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING
THE SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY
CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; THAT THE CONTRACTOR
SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER, ENGINEER, AND THE CITY OF SHAFTER
HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE
PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING THE LIABILITY ARISING FROM THE
SOLE NEGLIGENCE OF THE OWNER/ENGINEER/CITY OF SHAFTER.
4. ALL EXISTING PUBLIC & PRIVATE IMPROVEMENTS AND UTILITIES, (STREET, PAVING, CURB, GUTTER, SIDEWALK, CROSS GUTTER, FENCING, IRRIGATION STRUCTURES, CANALS, PRIVATE
ROADS, PIPELINES, SWALES, ETC.) THAT ARE REMOVED, DAMAGED OR UNDERCUT SHALL BE
REPAIRED OR REPLACED AS DIRECTED BY THE CITY ENGINEER. ALL EXISTING PAVING AND
SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE REPLACED IN ACCORDANCE PER
THE CITY ENGINEER. IRRIGATION STRUCTURES SHALL BE RETURNED TO A FULLY
OPERATIONAL CONDITION BY THE END OF THE DAY FOR EACH DAY OF WORK.
5. PRIOR TO THE START OF ANY PROJECT OF CONSTRUCTION THE CITY OF SHAFTER SHALL BE GIVEN 24 HOURS NOTICE (PHONE: (661) 746-5004). 24 HOUR NOTICE REQUIRED FOR TESTING
AND INSPECTION.
6. THE UTILITY LOCATIONS SHOWN ON THE PLANS ARE APPROXIMATE AND FOR INFORMATION
PURPOSES ONLY. UNDERGROUND SERVICE ALERT (USA) SHALL BE NOTIFIED AT LEAST 2
WORKING DAYS BEFORE CONSTRUCTION IN ANY GIVEN AREA. TELEPHONE (800) 642-2444.
7. UNDERGROUND FACILITIES KNOWN TO EXIST ARE SHOWN ON THE PLANS BASED ON
AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION,
LOCATION, PROTECTION, AND REPAIR (IF DAMAGED DURING CONSTRUCTION) OF SAID
FACILITIES. SHOULD UNDERGROUND FACILITIES BE ENCOUNTERED WHICH ARE NOT SHOWN
ON THE PLANS OR DEVIATE FROM THE LOCATION SHOWN, THE CONTRACTOR SHALL
PROMPTLY NOTIFY THE OWNER OF THAT FACILITY (IF APPROPRIATE) AND THE ENGINEER FOR
POSSIBLE DESIGN CHANGES.
8. CITY STANDARDS: CITY SUBDIVISION ENGINEERING AND DESIGN STANDARDS ARE AVAILABLE
ONLINE AT WWW.SHAFTER.COM OR FROM THE CITY ENGINEERING OFFICE.
BENCHMARK: BM1 - NAIL AND TIN HAMMERED INTO ASPHALT 2' OFF NORTH LIP OF GUTTER
LOCATED 15' EAST OF THE INTERSECTION OF REIKER ST. AND ASH AVE. ELEV. = 336.17'
BM2 - NAIL AND TIN HAMMERED INTO ASPHALT 2' OFF NORTH LIP OF GUTTER LOCATED 10' EAST
OF THE INTERSECTION OF REIKER ST. AND VILLAGE AVE. ELEV. = 339.11'
COORDINATE SYSTEM: COORDINATE SYSTEM IS NAD83, CALIFORNIA ZONE V. COORDINATES
SHOWN ARE FOR STAKING AND ARCHIVING PURPOSES ONLY.
BIDDERS / CONTRACTORS ATTENTION IS DIRECTED TO THE GENERAL CONDITIONS, SPECIAL
PROVISIONS, AND TECHNICAL SPECIFICATIONS FOR THIS PROJECT.
LIST OF SHEETS
SHEET 01 COVER SHEET
SHEET 02 SOUTH REIKER STREET IMPROVEMENTS
SHEET 03 SOUTH REIKER STREET IMPROVEMENTS CONT.
SHEET 04 WEST MARENGO AVENUE IMPROVEMENTS
SHEET 05 DETAILS
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PROJECT LOCATION
SECTION A
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DESCRIPTION
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DATE
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REV#
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PLOTTED: 8/8/2025 3:53:26 PM8/8/2025 3:53:26 PM
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(EXISTING SLOPE 1.9%%% - 3.2%%%)
AutoCAD SHX Text 0.20' TYPE A, " HOT MIX ASPHALT PG 64-10 OVER 12" HOT MIX ASPHALT PG 64-10 OVER 0.33' CLASS II AGGREGATE BASE COMPACTED TO 95% 12" SUBGRADE COMPACTED TO 90%
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2% MIN.
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(EXISTING SLOPE 2.7%%% - 3.3%%%)
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2% MIN.
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CONTRACTOR TO GRADE ROAD SECTION TO 2%
AutoCAD SHX Text EXISTING SECTION: SOUTH REIKER STREET .15' HOT MIX ASPHALT OVER .15' OIL SAND WEST MARENGO AVENUE .15' HOT MIX ASPHALT OVER .5' OIL SAND
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00
399 100B 100A 126 356 357
411 400 401 221 233 4036+
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DESCRIPTION
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DATE
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REV#
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PLOTTED: 8/8/2025 3:58:01 PM8/8/2025 3:58:01 PM
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QUANTITY
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ENGINEER'S ESTIMATED QUANTITIES
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ITEM:
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2025 RESIDENTIAL STREET IMPROVEMENT PROJECT - S REIKER ST QUANTITIES:
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UNITS
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LEGEND
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NOTES:
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SEWER MANHOLE
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WATER VALVE
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FIRE HYDRANT
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ENCASED SURVEY MONUMENT
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UTILITY POLE
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ROAD CENTERLINE
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EXISTING PRIVATE FENCE
AutoCAD SHX Text 1.9%
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EXISTING ROAD SLOPE
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W LERDO HWY
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ROSALEE AVE
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W EUCLID AVE
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ANN AVE
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W MARENGO AVE
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VILLAGE AVE
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SOUTH REIKER STREET
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HOT MIX ASPHALT OVER CLASS II AGGREGATE BASE - SEE SECTION
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PROPOSED CONCRETE IMPROVEMENT
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EXISTING CONCRETE IMPROVEMENT TO REMAIN
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DEMO EXISTING CONCRETE IMPROVEMENT
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6" RETAINING CURB AS NEEDED, 8" MAX
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WATER METER BOX
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1. ROAD SURFACING SHALL NOT BE DEMOLISHED UNTIL ALL CONCRETE CURB & GUTTER, SPANDRALS, AND CROSS GUTTERS ARE PLACED AND ROAD SURFACING SHALL NOT BE DEMOLISHED UNTIL ALL CONCRETE CURB & GUTTER, SPANDRALS, AND CROSS GUTTERS ARE PLACED AND ALLOWED TO CURE FOR A MINIMUM OF 3 DAYS. SIDEWALK AND WHEELCHAIR RAMP CONSTRUCTION CAN OCCUR AFTER PAVING IS COMPLETE. 2. CONTRACTOR SHALL NOTIFY INDIVIDUAL HOMEOWNERS 24 HOURS IN ADVANCE THAT THEIR DRIVE APPROACH WILL BE DEMOLISHED. HOME CONTRACTOR SHALL NOTIFY INDIVIDUAL HOMEOWNERS 24 HOURS IN ADVANCE THAT THEIR DRIVE APPROACH WILL BE DEMOLISHED. HOME OWNERS SHALL BE ALLOWED TO TEMPORARILY PARK THEIR VEHICLES IN THE STREET UNTIL THE REPLACEMENT DRIVE APPROACH CURES. 3. CONTRACTOR SHALL PROVIDE TEMPORARY RAMPS FOR EACH RESIDENTIAL DRIVE APPROACH AND ENSURE HOME OWNERS HAVE ACCESS TO CONTRACTOR SHALL PROVIDE TEMPORARY RAMPS FOR EACH RESIDENTIAL DRIVE APPROACH AND ENSURE HOME OWNERS HAVE ACCESS TO THEIR DRIVEWAYS DURING PAVING RECONSTRUCTION PHASE. 4. CONTRACTOR IS RESPONSIBLE FOR RELOCATING, REPLACING, AND/OR RESTORING ANY PRIVATELY OWNED LANDSCAPING SPRINKLERS OR CONTRACTOR IS RESPONSIBLE FOR RELOCATING, REPLACING, AND/OR RESTORING ANY PRIVATELY OWNED LANDSCAPING SPRINKLERS OR PIPING AS NECESSARY. 5. CONTRACTOR TO PROTECT IN PLACE EXISTING STREET MONUMENTS. NEW G-5 CHRISTY BOX ENCASEMENT SHALL BE SUPPLIED BY THE CONTRACTOR TO PROTECT IN PLACE EXISTING STREET MONUMENTS. NEW G-5 CHRISTY BOX ENCASEMENT SHALL BE SUPPLIED BY THE CONTRACTOR. MONUMENTS DAMAGED DURING CONSTRUCTION SHALL BE PROVIDED BY THE CONTRACTOR. NEW MONUMENTS WILL BE SET BY A LICENSED SURVEYOR AND APPROPRIATE RECORDS OF SURVEY SHALL BE FILED. 6. CONTRACTOR SHALL PROVIDE NEW G-5 CHRISTY BOX FOR ALL WATER VALVES AND MONUMENTS WITHIN THE PAVING LIMITS. CONTRACTOR SHALL PROVIDE NEW G-5 CHRISTY BOX FOR ALL WATER VALVES AND MONUMENTS WITHIN THE PAVING LIMITS. 7. CONTRACTOR SHALL PROVIDE NEW FRAME AND COVER FOR ALL SEWER MANHOLES WITHIN THE PAVING LIMITS. SEE CITY DETAIL SW-06. CONTRACTOR SHALL PROVIDE NEW FRAME AND COVER FOR ALL SEWER MANHOLES WITHIN THE PAVING LIMITS. SEE CITY DETAIL SW-06. 8. WATER METER BOXES IN SIDEWALK ARE TO BE RAISED/LOWERED TO GRADE OF NEW SIDEWALK. WATER METER BOXES IN SIDEWALK ARE TO BE RAISED/LOWERED TO GRADE OF NEW SIDEWALK. 9. CONTRACTOR TO RESTRIPE USING LEAD FREE WATERBORNE TRAFFIC PAINT STRIPING MATERIALS CONFORMING TO CALIFORNIA STANDARD CONTRACTOR TO RESTRIPE USING LEAD FREE WATERBORNE TRAFFIC PAINT STRIPING MATERIALS CONFORMING TO CALIFORNIA STANDARD SPECIFICATION 84-2. 10. STRIPING PERSONNEL SHALL LAYOUT ALL TRAFFIC STRIPES AND MARKINGS AND HAVE APPROVAL BY THE CITY INSPECTOR BEFORE STRIPING STRIPING PERSONNEL SHALL LAYOUT ALL TRAFFIC STRIPES AND MARKINGS AND HAVE APPROVAL BY THE CITY INSPECTOR BEFORE STRIPING IS PERFORMED. 11. STRIPING SHALL OCCUR AFTER FOG SEAL HAS CURED. STRIPING SHALL OCCUR AFTER FOG SEAL HAS CURED. 12. ALL STRIPING SHOWN SHALL BE REPLACED AFTER CONSTRUCTION HAS COMPLETED WHETHER IMPACTED BY CONSTRUCTION OR NOT. ALL STRIPING SHOWN SHALL BE REPLACED AFTER CONSTRUCTION HAS COMPLETED WHETHER IMPACTED BY CONSTRUCTION OR NOT. 13. STOP BARS, STOP LEGENDS, CROSSWALKS, AND CENTERLINE STRIPING SHALL BE PER THE CALIFORNIA MUTCD, LATEST EDITION. STOP BARS, STOP LEGENDS, CROSSWALKS, AND CENTERLINE STRIPING SHALL BE PER THE CALIFORNIA MUTCD, LATEST EDITION. 14. PROVIDE BLUE REFLECTORIZED RAISED PAVEMENT MARKER FOR EACH FIRE HYDRANT LOCATED ON THE STREET. RAISED MARKER SHALL BE PROVIDE BLUE REFLECTORIZED RAISED PAVEMENT MARKER FOR EACH FIRE HYDRANT LOCATED ON THE STREET. RAISED MARKER SHALL BE INSTALLED 1FT FROM YELLOW STRIP TOWARDS THE SIDE OF THE ROAD THE HYDRANT IS LOCATED ON.
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S-12B RESIDENTIAL DRIVE APPROACH MODIFIED W/ 3'-APPROACH
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S-05 INSTALL NEW SPANDRELS AND CROSS GUTTER
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S-12B RESIDENTIAL DRIVE APPROACH MODIFIED W/ 2.5'-APPROACH & 3'-SIDEWALK
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S-01 DEMO & REPLACE 8" CURB & GUTTER
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S-13A COMMERCIAL DRIVE APPROACH
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S-18 ADA RAMP, TYPE-C
AutoCAD SHX Text S-08 LOWER SMALL UTILITIES & ADJUST TO GRADE AFTER PAVING IS COMPLETE, SEE NOTE 5 & 6
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S-16 INSTALL NEW SIDEWALK
AutoCAD SHX Text S-08 LOWER LARGE UTILITIES & ADJUST TO GRADE AFTER PAVING IS COMPLETE, SEE NOTE 7
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S-12C RESIDENTIAL DRIVE APPROACH
AutoCAD SHX Text 22.9'
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167 SF
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11.6' BOW TO BOW
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110 SF
AutoCAD SHX Text 20.5'
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161 SF
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12.0' BOW TO BOW
AutoCAD SHX Text 18.0'
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90 SF
AutoCAD SHX Text 26.8'
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198 SF
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17.1' BOW TO BOW
AutoCAD SHX Text 24.1'
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187 SF
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14.1' BOW TO BOW
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S-01 DEMO & REPLACE 6" CURB & GUTTER
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247.4 LF
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40.0 LF
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63.6 LF
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247.3 LF
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241.0 LF
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269.6 LF
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240.8 LF
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259 SF
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36 SF
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116 SF
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139 SF
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50 SF
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329 SF
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176 SF
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185 SF
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45 SF
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44 SF
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383 SF
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411 SF
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407 SF
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354 SF
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292 SF
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254 SF
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333 SF
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150 SF
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643 SF
AutoCAD SHX Text 4.8%
AutoCAD SHX Text 1.3%
AutoCAD SHX Text 4.1%
AutoCAD SHX Text 2.8%
AutoCAD SHX Text 4.8%
AutoCAD SHX Text 1.2%
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EXISTING BUILDING FOOTPRINT
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CONSTRUCTION NOTES:
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PAVEMENT BOUNDARY TO EXTEND A MINIMUM OF 2' INTO THE INTERSECTION
AutoCAD SHX Text AT THE CURB RETURN, SIDEWALK WIDENS FROM 4' TO 4.5' TO INCORPORATE A 4' WALK IN THE RAMP
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SET NEW STREET MONUMENT
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PAINT NEW STOP LEGEND (TYPE 4)
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PAINT NEW CENTERLINE (DETAIL 21, DBL SOLID YELLOW)
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2' PATCHBACK (MATCH SECTION A, SHT 01)
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INSTALL NEW CONTINENTAL CROSSWALK (YELLOW)
HMA, 1/2 IN TYPE A, PG64-10 796 TONS 796 TONS TONS FULL DEPTH GRIND & REMOVE SECTION (.30' DEPTH) 51,342 SF 51,342 SF SF SUBGRADE PREP (INCLUDES DIRT WORK, HAUL ON/OFF) 51,342 SF 51,342 SF SF CLASS II AGGREGATE BASE 628 CY 628 CY CY FOG SEAL 51,342 SF 51,342 SF SF DEMO EXISTING CONCRETE (SIDEWALK/DRIVE APPROACHES/RAMPS) 8,715 SF 8,715 SF SF SIDEWALK 8,082 SF 8,082 SF SF RESIDENTIAL DRIVE APPROACH 319 SF 319 SF SF COMMERCIAL DRIVE APPROACH 1,207 SF 1,207 SF SF TYPE-C ADA RAMP 14 EA 14 EA EA RETAINING CURB @ BACK OF SIDEWALK 33 LF 33 LF LF DEMO & REPLACE 6" CURB & GUTTER 1,135 LF 1,135 LF LF DEMO & REPLACE 8" CURB & GUTTER 861 LF 861 LF LF DEMO & REPLACE CROSS GUTTER 5 EA 5 EA EA DEMO & REPLACE SPANDREL (INCLUDES CURB) 10 EA 10 EA EA ADJUST FACILITIES TO GRADE (SMALL) 13 EA 13 EA EA ADJUST FACILITIES TO GRADE (LARGE) 6 EA 6 EA EA INSTALL NEW STREET MONUMENT 3 EA3 EAEA
7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00
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40.0'
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R30.0' R30.
0'
R29 .0'
R30.0'
R15.0' R2 9.0
R30.0'R2 9.0
HORIZONTAL SCALE: 1"=30'
15 30 60
VERTICAL SCALE: 1"=1'
.5 1 2
B
BB
5'
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9 9 9 9
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A 01
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
REV#
AutoCAD SHX Text
PLOTTED: 8/8/2025 3:53:48 PM8/8/2025 3:53:48 PM
AutoCAD SHX Text
ANN AVE
AutoCAD SHX Text
SOUTH REIKER STREET
AutoCAD SHX Text
W ASH AVE
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CURTIS AVE
AutoCAD SHX Text 22.6'
AutoCAD SHX Text
172 SF
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13.4' BOW TO BOW
AutoCAD SHX Text 22.2'
AutoCAD SHX Text
171 SF
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13.3' BOW TO BOW
AutoCAD SHX Text 19.6'
AutoCAD SHX Text
151 SF
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10.9' BOW TO BOW
AutoCAD SHX Text 21.7'
AutoCAD SHX Text
119 SF
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13.0' BOW TO BOW
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W EUCLID AVE
AutoCAD SHX Text
QUANTITY
AutoCAD SHX Text
ENGINEER'S ESTIMATED QUANTITIES
AutoCAD SHX Text
ITEM:
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2025 RESIDENTIAL STREET IMPROVEMENT PROJECT - S REIKER ST QUANTITIES:
AutoCAD SHX Text HMA, 1/2 IN TYPE A, PG64-10 796 TONS 796 TONS TONS FULL DEPTH GRIND & REMOVE SECTION (.30' DEPTH) 51,342 SF 51,342 SF SF SUBGRADE PREP (INCLUDES DIRT WORK, HAUL ON/OFF) 51,342 SF 51,342 SF SF CLASS II AGGREGATE BASE 628 CY 628 CY CY FOG SEAL 51,342 SF 51,342 SF SF DEMO EXISTING CONCRETE (SIDEWALK/DRIVE APPROACHES/RAMPS) 8,715 SF 8,715 SF SF SIDEWALK 8,082 SF 8,082 SF SF RESIDENTIAL DRIVE APPROACH 319 SF 319 SF SF COMMERCIAL DRIVE APPROACH 1,207 SF 1,207 SF SF TYPE-C ADA RAMP 14 EA 14 EA EA RETAINING CURB @ BACK OF SIDEWALK 33 LF 33 LF LF DEMO & REPLACE 6" CURB & GUTTER 1,135 LF 1,135 LF LF DEMO & REPLACE 8" CURB & GUTTER 861 LF 861 LF LF DEMO & REPLACE CROSS GUTTER 5 EA 5 EA EA DEMO & REPLACE SPANDREL (INCLUDES CURB) 10 EA 10 EA EA ADJUST FACILITIES TO GRADE (SMALL) 13 EA 13 EA EA ADJUST FACILITIES TO GRADE (LARGE) 6 EA 6 EA EA INSTALL NEW STREET MONUMENT 3 EA3 EAEA
AutoCAD SHX Text
LEGEND
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NOTES:
AutoCAD SHX Text
SEWER MANHOLE
AutoCAD SHX Text
WATER VALVE
AutoCAD SHX Text
FIRE HYDRANT
AutoCAD SHX Text
ENCASED SURVEY MONUMENT
AutoCAD SHX Text
UTILITY POLE
AutoCAD SHX Text
ROAD CENTERLINE
AutoCAD SHX Text
EXISTING PRIVATE FENCE
AutoCAD SHX Text 1.9%
AutoCAD SHX Text
EXISTING ROAD SLOPE
AutoCAD SHX Text
HOT MIX ASPHALT OVER CLASS II AGGREGATE BASE - SEE SECTION
AutoCAD SHX Text
PROPOSED CONCRETE IMPROVEMENT
AutoCAD SHX Text
EXISTING CONCRETE IMPROVEMENT TO REMAIN
AutoCAD SHX Text
DEMO EXISTING CONCRETE IMPROVEMENT
AutoCAD SHX Text
WATER METER BOX
AutoCAD SHX Text
1. ROAD SURFACING SHALL NOT BE DEMOLISHED UNTIL ALL CONCRETE CURB & GUTTER, SPANDRALS, AND CROSS GUTTERS ARE PLACED AND ROAD SURFACING SHALL NOT BE DEMOLISHED UNTIL ALL CONCRETE CURB & GUTTER, SPANDRALS, AND CROSS GUTTERS ARE PLACED AND ALLOWED TO CURE FOR A MINIMUM OF 3 DAYS. SIDEWALK AND WHEELCHAIR RAMP CONSTRUCTION CAN OCCUR AFTER PAVING IS COMPLETE. 2. CONTRACTOR SHALL NOTIFY INDIVIDUAL HOMEOWNERS 24 HOURS IN ADVANCE THAT THEIR DRIVE APPROACH WILL BE DEMOLISHED. HOME CONTRACTOR SHALL NOTIFY INDIVIDUAL HOMEOWNERS 24 HOURS IN ADVANCE THAT THEIR DRIVE APPROACH WILL BE DEMOLISHED. HOME OWNERS SHALL BE ALLOWED TO TEMPORARILY PARK THEIR VEHICLES IN THE STREET UNTIL THE REPLACEMENT DRIVE APPROACH CURES. 3. CONTRACTOR SHALL PROVIDE TEMPORARY RAMPS FOR EACH RESIDENTIAL DRIVE APPROACH AND ENSURE HOME OWNERS HAVE ACCESS TO CONTRACTOR SHALL PROVIDE TEMPORARY RAMPS FOR EACH RESIDENTIAL DRIVE APPROACH AND ENSURE HOME OWNERS HAVE ACCESS TO THEIR DRIVEWAYS DURING PAVING RECONSTRUCTION PHASE. 4. CONTRACTOR IS RESPONSIBLE FOR RELOCATING, REPLACING, AND/OR RESTORING ANY PRIVATELY OWNED LANDSCAPING SPRINKLERS OR CONTRACTOR IS RESPONSIBLE FOR RELOCATING, REPLACING, AND/OR RESTORING ANY PRIVATELY OWNED LANDSCAPING SPRINKLERS OR PIPING AS NECESSARY. 5. CONTRACTOR TO PROTECT IN PLACE EXISTING STREET MONUMENTS. NEW G-5 CHRISTY BOX ENCASEMENT SHALL BE SUPPLIED BY THE CONTRACTOR TO PROTECT IN PLACE EXISTING STREET MONUMENTS. NEW G-5 CHRISTY BOX ENCASEMENT SHALL BE SUPPLIED BY THE CONTRACTOR. MONUMENTS DAMAGED DURING CONSTRUCTION SHALL BE PROVIDED BY THE CONTRACTOR. NEW MONUMENTS WILL BE SET BY A LICENSED SURVEYOR AND APPROPRIATE RECORDS OF SURVEY SHALL BE FILED. 6. CONTRACTOR SHALL PROVIDE NEW G-5 CHRISTY BOX FOR ALL WATER VALVES AND MONUMENTS WITHIN THE PAVING LIMITS. CONTRACTOR SHALL PROVIDE NEW G-5 CHRISTY BOX FOR ALL WATER VALVES AND MONUMENTS WITHIN THE PAVING LIMITS. 7. CONTRACTOR SHALL PROVIDE NEW FRAME AND COVER FOR ALL SEWER MANHOLES WITHIN THE PAVING LIMITS. SEE CITY DETAIL SW-06. CONTRACTOR SHALL PROVIDE NEW FRAME AND COVER FOR ALL SEWER MANHOLES WITHIN THE PAVING LIMITS. SEE CITY DETAIL SW-06. 8. WATER METER BOXES IN SIDEWALK ARE TO BE RAISED/LOWERED TO GRADE OF NEW SIDEWALK. WATER METER BOXES IN SIDEWALK ARE TO BE RAISED/LOWERED TO GRADE OF NEW SIDEWALK. 9. CONTRACTOR TO RESTRIPE USING LEAD FREE WATERBORNE TRAFFIC PAINT STRIPING MATERIALS CONFORMING TO CALIFORNIA STANDARD CONTRACTOR TO RESTRIPE USING LEAD FREE WATERBORNE TRAFFIC PAINT STRIPING MATERIALS CONFORMING TO CALIFORNIA STANDARD SPECIFICATION 84-2. 10. STRIPING PERSONNEL SHALL LAYOUT ALL TRAFFIC STRIPES AND MARKINGS AND HAVE APPROVAL BY THE CITY INSPECTOR BEFORE STRIPING STRIPING PERSONNEL SHALL LAYOUT ALL TRAFFIC STRIPES AND MARKINGS AND HAVE APPROVAL BY THE CITY INSPECTOR BEFORE STRIPING IS PERFORMED. 11. STRIPING SHALL OCCUR AFTER FOG SEAL HAS CURED. STRIPING SHALL OCCUR AFTER FOG SEAL HAS CURED. 12. ALL STRIPING SHOWN SHALL BE REPLACED AFTER CONSTRUCTION HAS COMPLETED WHETHER IMPACTED BY CONSTRUCTION OR NOT. ALL STRIPING SHOWN SHALL BE REPLACED AFTER CONSTRUCTION HAS COMPLETED WHETHER IMPACTED BY CONSTRUCTION OR NOT. 13. STOP BARS, STOP LEGENDS, CROSSWALKS, AND CENTERLINE STRIPING SHALL BE PER THE CALIFORNIA MUTCD, LATEST EDITION. STOP BARS, STOP LEGENDS, CROSSWALKS, AND CENTERLINE STRIPING SHALL BE PER THE CALIFORNIA MUTCD, LATEST EDITION. 14. PROVIDE BLUE REFLECTORIZED RAISED PAVEMENT MARKER FOR EACH FIRE HYDRANT LOCATED ON THE STREET. RAISED MARKER SHALL BE PROVIDE BLUE REFLECTORIZED RAISED PAVEMENT MARKER FOR EACH FIRE HYDRANT LOCATED ON THE STREET. RAISED MARKER SHALL BE INSTALLED 1FT FROM YELLOW STRIP TOWARDS THE SIDE OF THE ROAD THE HYDRANT IS LOCATED ON.
AutoCAD SHX Text
S-12B RESIDENTIAL DRIVE APPROACH MODIFIED W/ 3'-APPROACH
AutoCAD SHX Text
S-05 INSTALL NEW SPANDRELS AND CROSS GUTTER
AutoCAD SHX Text
S-12B RESIDENTIAL DRIVE APPROACH MODIFIED W/ 2.5'-APPROACH & 3'-SIDEWALK
AutoCAD SHX Text
S-01 DEMO & REPLACE 8" CURB & GUTTER
AutoCAD SHX Text
S-13A COMMERCIAL DRIVE APPROACH
AutoCAD SHX Text
S-18 ADA RAMP, TYPE-C
AutoCAD SHX Text S-08 LOWER SMALL UTILITIES & ADJUST TO GRADE AFTER PAVING IS COMPLETE, SEE NOTE 5 & 6
AutoCAD SHX Text
S-16 INSTALL NEW SIDEWALK
AutoCAD SHX Text S-08 LOWER LARGE UTILITIES & ADJUST TO GRADE AFTER PAVING IS COMPLETE, SEE NOTE 7
AutoCAD SHX Text
S-12C RESIDENTIAL DRIVE APPROACH
AutoCAD SHX Text
S-01 DEMO & REPLACE 6" CURB & GUTTER
AutoCAD SHX Text
241.0 LF
AutoCAD SHX Text
CONSTRUCTION NOTES:
AutoCAD SHX Text
PAVEMENT BOUNDARY TO EXTEND A MINIMUM OF 2' INTO THE INTERSECTION
AutoCAD SHX Text AT THE CURB RETURN, SIDEWALK WIDENS FROM 4' TO 4.5' TO INCORPORATE A 4' WALK IN THE RAMP
AutoCAD SHX Text
SET NEW STREET MONUMENT
AutoCAD SHX Text
EXISTING BUILDING FOOTPRINT
AutoCAD SHX Text
PAINT NEW STOP LEGEND (TYPE 4)
AutoCAD SHX Text
PAINT NEW CENTERLINE (DETAIL 21, DBL SOLID YELLOW)
AutoCAD SHX Text
2' PATCHBACK (MATCH SECTION A, SHT 01)
AutoCAD SHX Text
411 SF
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183 SF
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168 SF
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1609 SF
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49 SF
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49 SF
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45 SF
AutoCAD SHX Text
45 SF
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643 SF
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238 SF
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93 SF
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48 SF
AutoCAD SHX Text
45 SF
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461 SF
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79 SF
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316 SF
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50 SF
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45 SF
AutoCAD SHX Text
45 SF
AutoCAD SHX Text
247.3 LF
AutoCAD SHX Text
415.6 LF
AutoCAD SHX Text
231.3 LF
AutoCAD SHX Text 2.6%
AutoCAD SHX Text 2.5%
AutoCAD SHX Text 2.1%
AutoCAD SHX Text 5.2%
AutoCAD SHX Text 3.5%
4.2%
0+00 1+00 2+00 3+00 4+00 5+00
482 480 478 472 456
438 430 420 408
417425435443457475479481489
420 408
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SCALE: 1"=20'
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SHEET
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TYP. ALL TYPE C RAMPS
SEE SHT 02, 03, & 04 FOR LOCATIONS
SCALE: 1" = 10'
R VARIES,
SEE PLAN VIEW
C om m er ce fte r, 2 2 2 2 2 21
1 1
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9 9 9
9 9 9
9 9 9
7 7 7 7 7
7 7
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AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
REV#
AutoCAD SHX Text
PLOTTED: 8/8/2025 3:53:59 PM8/8/2025 3:53:59 PM
AutoCAD SHX Text
QUANTITY
AutoCAD SHX Text
ENGINEER'S ESTIMATED QUANTITIES
AutoCAD SHX Text
ITEM:
AutoCAD SHX Text
2025 RESIDENTIAL STREET IMPROVEMENT PROJECT - W MARENGO AVE QUANTITIES:
AutoCAD SHX Text
UNITS
AutoCAD SHX Text HMA, 1/2 IN TYPE A, PG64-10 344 TONS 344 TONS TONS FULL DEPTH GRIND & REMOVE SECTION (.65' DEPTH) 22,208 SF 22,208 SF SF SUBGRADE PREP (INCLUDES DIRT WORK, HAUL ON/OFF) 22,208 SF 22,208 SF SF CLASS II AGGREGATE BASE 271 CY 271 CY CY FOG SEAL 22,208 SF 22,208 SF SF DEMO EXISTING CONCRETE (SIDEWALK/DRIVE APPROACHES/RAMPS) 1,794 SF 1,794 SF SF SIDEWALK 3,437 SF 3,437 SF SF RESIDENTIAL DRIVE APPROACH 2,057 SF 2,057 SF SF TYPE-C ADA RAMP 4 EA 4 EA EA DEMO & REPLACE 6" CURB & GUTTER 437 LF 437 LF LF DEMO & REPLACE CROSS GUTTER 2 EA 2 EA EA DEMO & REPLACE SPANDREL (INCLUDES CURB) 4 EA 4 EA EA ADJUST FACILITIES TO GRADE (SMALL) 1 EA1 EAEA
AutoCAD SHX Text
135 SF
AutoCAD SHX Text
384 SF
AutoCAD SHX Text 2.0%
AutoCAD SHX Text 3.1%
AutoCAD SHX Text
S SCHNAIDT AVE
AutoCAD SHX Text
S REIKER ST
AutoCAD SHX Text 7.5%
AutoCAD SHX Text
1.5% EACH DIR
AutoCAD SHX Text
4' MIN
AutoCAD SHX Text
RETAINING CURB, 6" MAX
AutoCAD SHX Text 5.0'
AutoCAD SHX Text 7.5%
AutoCAD SHX Text
90 SF
AutoCAD SHX Text 18.0'
AutoCAD SHX Text 17.3'
AutoCAD SHX Text 21.0'
AutoCAD SHX Text 14.9'
AutoCAD SHX Text 18.5'
AutoCAD SHX Text 17.4'
AutoCAD SHX Text 24.0'
AutoCAD SHX Text 20.0'
AutoCAD SHX Text 17.6'
AutoCAD SHX Text 16.1'
AutoCAD SHX Text 15.9'
AutoCAD SHX Text 15.8'
AutoCAD SHX Text 24.3'
AutoCAD SHX Text 18.1'
AutoCAD SHX Text 15.3'
AutoCAD SHX Text 24.6'
AutoCAD SHX Text 15.1'
AutoCAD SHX Text 17.6'
AutoCAD SHX Text 18.2'
AutoCAD SHX Text 16.8'
AutoCAD SHX Text
87 SF
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93 SF
AutoCAD SHX Text
87 SF
AutoCAD SHX Text
120 SF
AutoCAD SHX Text
100 SF
AutoCAD SHX Text
94 SF
AutoCAD SHX Text
112 SF
AutoCAD SHX Text
102 SF
AutoCAD SHX Text
80 SF
AutoCAD SHX Text
79 SF
AutoCAD SHX Text
90 SF
AutoCAD SHX Text
88 SF
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98 SF
AutoCAD SHX Text
159 SF
AutoCAD SHX Text
97 SF
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117 SF
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107 SF
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122 SF
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2' WINGS W/ 1' CURB SEPARATION
AutoCAD SHX Text
166 SF
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368 SF
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202 SF
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36 SF
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401 SF
AutoCAD SHX Text
15 SF
AutoCAD SHX Text
34 SF
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104 SF
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259 SF
AutoCAD SHX Text
132 SF
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184 SF
AutoCAD SHX Text
78 SF
AutoCAD SHX Text
208 SF
AutoCAD SHX Text
164 SF
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5 SF
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126 SF
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370 SF
AutoCAD SHX Text
91 SF
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35 SF
AutoCAD SHX Text
TRANSITION FROM 5' WIDE SIDEWALK TO 4.5' AT CURB RETURN
AutoCAD SHX Text
17.6 LF
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16.1 LF
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48.5 LF
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14.9 LF
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18.5 LF
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44.4 LF
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21.0 LF
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20.0 LF
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104.2 LF
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18.1 LF
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45.5 LF
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15.1 LF
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17.6 LF
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16.8 LF
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18.2 LF
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5.5' CURB SEPARATION
AutoCAD SHX Text
3' CURB SEPARATION
AutoCAD SHX Text
2' CURB SEPARATION
AutoCAD SHX Text 2.2%
AutoCAD SHX Text 3.0%
AutoCAD SHX Text 1.8%
AutoCAD SHX Text 3.9%
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17 SF
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48 SF
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LEGEND
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NOTES:
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SEWER MANHOLE
AutoCAD SHX Text
WATER VALVE
AutoCAD SHX Text
FIRE HYDRANT
AutoCAD SHX Text
ENCASED SURVEY MONUMENT
AutoCAD SHX Text
UTILITY POLE
AutoCAD SHX Text
ROAD CENTERLINE
AutoCAD SHX Text
EXISTING PRIVATE FENCE
AutoCAD SHX Text 1.9%
AutoCAD SHX Text
EXISTING ROAD SLOPE
AutoCAD SHX Text
HOT MIX ASPHALT OVER CLASS II AGGREGATE BASE - SEE SECTION
AutoCAD SHX Text
PROPOSED CONCRETE IMPROVEMENT
AutoCAD SHX Text
EXISTING CONCRETE IMPROVEMENT TO REMAIN
AutoCAD SHX Text
DEMO EXISTING CONCRETE IMPROVEMENT
AutoCAD SHX Text
WATER METER BOX
AutoCAD SHX Text
1. ROAD SURFACING SHALL NOT BE DEMOLISHED UNTIL ALL CONCRETE CURB & GUTTER, SPANDRALS, AND CROSS GUTTERS ARE PLACED AND ROAD SURFACING SHALL NOT BE DEMOLISHED UNTIL ALL CONCRETE CURB & GUTTER, SPANDRALS, AND CROSS GUTTERS ARE PLACED AND ALLOWED TO CURE FOR A MINIMUM OF 3 DAYS. SIDEWALK AND WHEELCHAIR RAMP CONSTRUCTION CAN OCCUR AFTER PAVING IS COMPLETE. 2. CONTRACTOR SHALL NOTIFY INDIVIDUAL HOMEOWNERS 24 HOURS IN ADVANCE THAT THEIR DRIVE APPROACH WILL BE DEMOLISHED. HOME CONTRACTOR SHALL NOTIFY INDIVIDUAL HOMEOWNERS 24 HOURS IN ADVANCE THAT THEIR DRIVE APPROACH WILL BE DEMOLISHED. HOME OWNERS SHALL BE ALLOWED TO TEMPORARILY PARK THEIR VEHICLES IN THE STREET UNTIL THE REPLACEMENT DRIVE APPROACH CURES. 3. CONTRACTOR SHALL PROVIDE TEMPORARY RAMPS FOR EACH RESIDENTIAL DRIVE APPROACH AND ENSURE HOME OWNERS HAVE ACCESS TO CONTRACTOR SHALL PROVIDE TEMPORARY RAMPS FOR EACH RESIDENTIAL DRIVE APPROACH AND ENSURE HOME OWNERS HAVE ACCESS TO THEIR DRIVEWAYS DURING PAVING RECONSTRUCTION PHASE. 4. CONTRACTOR IS RESPONSIBLE FOR RELOCATING, REPLACING, AND/OR RESTORING ANY PRIVATELY OWNED LANDSCAPING SPRINKLERS OR CONTRACTOR IS RESPONSIBLE FOR RELOCATING, REPLACING, AND/OR RESTORING ANY PRIVATELY OWNED LANDSCAPING SPRINKLERS OR PIPING AS NECESSARY. 5. CONTRACTOR TO PROTECT IN PLACE EXISTING STREET MONUMENTS. NEW G-5 CHRISTY BOX ENCASEMENT SHALL BE SUPPLIED BY THE CONTRACTOR TO PROTECT IN PLACE EXISTING STREET MONUMENTS. NEW G-5 CHRISTY BOX ENCASEMENT SHALL BE SUPPLIED BY THE CONTRACTOR. MONUMENTS DAMAGED DURING CONSTRUCTION SHALL BE PROVIDED BY THE CONTRACTOR. NEW MONUMENTS WILL BE SET BY A LICENSED SURVEYOR AND APPROPRIATE RECORDS OF SURVEY SHALL BE FILED. 6. CONTRACTOR SHALL PROVIDE NEW G-5 CHRISTY BOX FOR ALL WATER VALVES AND MONUMENTS WITHIN THE PAVING LIMITS. CONTRACTOR SHALL PROVIDE NEW G-5 CHRISTY BOX FOR ALL WATER VALVES AND MONUMENTS WITHIN THE PAVING LIMITS. 7. CONTRACTOR SHALL PROVIDE NEW FRAME AND COVER FOR ALL SEWER MANHOLES WITHIN THE PAVING LIMITS. SEE CITY DETAIL SW-06. CONTRACTOR SHALL PROVIDE NEW FRAME AND COVER FOR ALL SEWER MANHOLES WITHIN THE PAVING LIMITS. SEE CITY DETAIL SW-06. 8. WATER METER BOXES IN SIDEWALK ARE TO BE RAISED/LOWERED TO GRADE OF NEW SIDEWALK. WATER METER BOXES IN SIDEWALK ARE TO BE RAISED/LOWERED TO GRADE OF NEW SIDEWALK. 9. CONTRACTOR TO RESTRIPE USING LEAD FREE WATERBORNE TRAFFIC PAINT STRIPING MATERIALS CONFORMING TO CALIFORNIA STANDARD CONTRACTOR TO RESTRIPE USING LEAD FREE WATERBORNE TRAFFIC PAINT STRIPING MATERIALS CONFORMING TO CALIFORNIA STANDARD SPECIFICATION 84-2. 10. STRIPING PERSONNEL SHALL LAYOUT ALL TRAFFIC STRIPES AND MARKINGS AND HAVE APPROVAL BY THE CITY INSPECTOR BEFORE STRIPING STRIPING PERSONNEL SHALL LAYOUT ALL TRAFFIC STRIPES AND MARKINGS AND HAVE APPROVAL BY THE CITY INSPECTOR BEFORE STRIPING IS PERFORMED. 11. STRIPING SHALL OCCUR AFTER FOG SEAL HAS CURED. STRIPING SHALL OCCUR AFTER FOG SEAL HAS CURED. 12. ALL STRIPING SHOWN SHALL BE REPLACED AFTER CONSTRUCTION HAS COMPLETED WHETHER IMPACTED BY CONSTRUCTION OR NOT. ALL STRIPING SHOWN SHALL BE REPLACED AFTER CONSTRUCTION HAS COMPLETED WHETHER IMPACTED BY CONSTRUCTION OR NOT. 13. STOP BARS, STOP LEGENDS, CROSSWALKS, AND CENTERLINE STRIPING SHALL BE PER THE CALIFORNIA MUTCD, LATEST EDITION. STOP BARS, STOP LEGENDS, CROSSWALKS, AND CENTERLINE STRIPING SHALL BE PER THE CALIFORNIA MUTCD, LATEST EDITION. 14. PROVIDE BLUE REFLECTORIZED RAISED PAVEMENT MARKER FOR EACH FIRE HYDRANT LOCATED ON THE STREET. RAISED MARKER SHALL BE PROVIDE BLUE REFLECTORIZED RAISED PAVEMENT MARKER FOR EACH FIRE HYDRANT LOCATED ON THE STREET. RAISED MARKER SHALL BE INSTALLED 1FT FROM YELLOW STRIP TOWARDS THE SIDE OF THE ROAD THE HYDRANT IS LOCATED ON.
AutoCAD SHX Text
S-12B RESIDENTIAL DRIVE APPROACH MODIFIED W/ 3'-APPROACH
AutoCAD SHX Text
S-05 INSTALL NEW SPANDRELS AND CROSS GUTTER
AutoCAD SHX Text
S-12B RESIDENTIAL DRIVE APPROACH MODIFIED W/ 2.5'-APPROACH & 3'-SIDEWALK
AutoCAD SHX Text
S-01 DEMO & REPLACE 8" CURB & GUTTER
AutoCAD SHX Text
S-13A COMMERCIAL DRIVE APPROACH
AutoCAD SHX Text
S-18 ADA RAMP, TYPE-C
AutoCAD SHX Text S-08 LOWER SMALL UTILITIES & ADJUST TO GRADE AFTER PAVING IS COMPLETE, SEE NOTE 5 & 6
AutoCAD SHX Text
S-16 INSTALL NEW SIDEWALK
AutoCAD SHX Text S-08 LOWER LARGE UTILITIES & ADJUST TO GRADE AFTER PAVING IS COMPLETE, SEE NOTE 7
AutoCAD SHX Text
S-12C RESIDENTIAL DRIVE APPROACH
AutoCAD SHX Text
S-01 DEMO & REPLACE 6" CURB & GUTTER
AutoCAD SHX Text
EXISTING BUILDING FOOTPRINT
AutoCAD SHX Text
CONSTRUCTION NOTES:
AutoCAD SHX Text
PAVEMENT BOUNDARY TO EXTEND A MINIMUM OF 2' INTO THE INTERSECTION
AutoCAD SHX Text AT THE CURB RETURN, SIDEWALK WIDENS FROM 4' TO 4.5' TO INCORPORATE A 4' WALK IN THE RAMP
AutoCAD SHX Text
SET NEW STREET MONUMENT
AutoCAD SHX Text
PAINT NEW STOP LEGEND (TYPE 4)
AutoCAD SHX Text
PAINT NEW CENTERLINE (DETAIL 21, DBL SOLID YELLOW)
AutoCAD SHX Text
2' PATCHBACK (MATCH SECTION A, SHT 01)
AutoCAD SHX Text
EXISTING WATER METER BOX, REFER TO NOTE 8
10 SF
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C om m er ce fte r, AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
REV#
PLOTTED: 8/8/2025 3:54:03 PM8/8/2025 3:54:03 PM
| 2025 Residential Street Improvement Project-COVER |
| Sheets and Views |
| 2025 Residential Street Improvement Project-COVER |
| 2025 Residential Street Improvement Project-REIKER |
| Sheets and Views |
| 2025 Residential Street Improvement Project-REIKER |
| 2025 Residential Street Improvement Project-REIKER CONT. |
| Sheets and Views |
| 2025 Residential Street Improvement Project-REIKER CONT. |
| 2025 Residential Street Improvement Project-MARENGO |
| Sheets and Views |
| 2025 Residential Street Improvement Project-MARENGO |
| 2025 Residential Street Improvement Project-DETAILS |
| Sheets and Views |
| 2025 Residential Street Improvement Project-DETAILS |
File details come from the government source that posted it. Updated .