West Ripon Road Overlay Project

SHEET INDEX:
1. COVER SHEET
2. OVERVIEW
GENERAL NOTES 3. TREATMENT OUTLINE
CITY OF RIPON
4. STRIPING
1. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE
5. DETAILS
RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF
THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS
WEST RIPON ROAD
REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING
HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE CITY
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
RESURFACING
SOLE NEGLIGENCE OF THE CITY OF RfP ON.
2. THE CONTRACTOR SHALL NOTIFY MEMBERS OF THE UNDERGROUND SERVICE ALERT
(U.S.A.) 48 HOURS IN ADVANCE OF PERFORMING EXCAVATION WORK BY CALLING THE
PROJECT
TOLL-FREE NUMBER {800-642-2444).
3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATION OF ALL EXISTING
FACILITIES INCLUDING LAMPHOLES. MANHOLES, HYDRANT MARKERS, SURVEY MONUMENTS,
AND WATER VALVES, CT., WITHIN THE CONSTRUCTION AREA.
4. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY FIELD CHANGES MADE
WITHOUT WRITTEN AUTHORIZATION FROM THE CITY ENGINEER.
5. THE CONTRACTOR SHALL EXPOSE EXISTING STORM DRAINS, SANITARY SEWERS, AND
WATER LINES WHERE CONNECTION IS TO BE MADE SO THAT HE CAN VERIFY EXISTING
FLOWLINES AND LOCATIONS BEFORE THE START OF CONSTRUCTION.
6. THE CONTRACTOR SHALL CHECK WITH THE UTILITY COMPANIES AND VERIFY ALL UTILITY
LOCATIONS. IT SHALL BE THE CONTRACTOR'S SOLE RESPONSIBILITY TO PROTECT ALL
EXISTING UTILITIES SO THAT NO DAMAGE RESULTS TO THEM DURING THE PERFORMANCE
OF THIS CONTRACT. THE CONTRACTOR SHALL BE REQUIRED TO COOPERATE WITH OTHER
CONTRACTORS AND UTILITY COMPANIES INSTALLING NEW STRUCTURES, UTILITIES AND
SERVICES TO THE DEVELOPMENT.
7. THE CONTRACTOR SHALL PROVIDE ALL LIGHTS, SIGNS, BARRICADES, FLAGMEN OR
OTHER DEVICES NECESSARY TO PROVIDE FOR PUBLIC SAFETY IN ACCORDANCE WITH THE
CURRENT ISSUE OF "MANUAL OF TRAmc CONTROLS WARNING SIGNS, LIGHTS AND
DEVICES" FOR USE IN PERFORMANCE OF WORK UPON HIGHWAYS PUBLISHED BY THE
STATE OF CALIFORNIA BUSINESS AND TRANSPORTATION AGENCY.
8. CONTRACTOR SHALL REMOVE ALL EXISTING BERMS, STRUCTURES AND BARRICADES,
PAVING AND/OR OIL SCREENINGS WITHIN SPECIFIC AREAS TO BE IMPROVED.
9. THE omcE OF THE CITY ENGINEER SHALL BE NOTIFIED AT LEAST 48 HOURS IN
ADVANCE OF ANY WORK.
10. ALL MATERIALS, WORKMANSHIP, AND CONSTRUCTION SHALL BE DONE IN ACCORDANCE
WITH THE REQUIREMENTS OF THE CITY OF RfP ON, DEPARTMENT OF PUBLIC WORKS
STANDARD PLANS AND SPECIFICATIONS, AND THE LATEST EDITION OF THE STATE OF
CALIFORNIA, DEPARTMENT OF TRANSPORTATION, STANDARD SPECIFICATIONS.
11. CAS AND ELECTRICAL UTILITIES, TELEPHONE AND CABLE TV UNDERGROUND WORK
SHALL BE COMPLETED PRIOR TO CONSTRUCTION OF THE CURB, GUTTER, SIDEWALK
12 IF REQUIRED, THE CONTRACTOR SHALL ADE QUA TEL Y DEWATER THE TRENCH AREA IN
ADVANCE OF TRENCHING FOR UTILITIES, ETC. LOCATION OF WELLS FOR USE IN
DEWATER/NG MUST BE APPROVED BY THE ENGINEER.
13. THE CITY OF RIPON OR ASSOCIATED UTILITY COMPANY AND RESIDENCES TO BE
AFFECTED SHALL BE NOTIFIED IMMEDIATELY UPON ANY UTILITY SERVCI E DISRUPTION.
A 48-HOUR NOTICE SHALL BE GIVEN FOR ANY PLANNED DISRUPTION.
14. DUST SHALL BE CONTROLLED PER SECTION 10 OF THE STATE OF CALIFORNIA,
DEPARTMENT OF TRANSPORTATION, STANDARD SPECIFICATIONS AND THE CITY OF RIPON'S
SPECIF/CATIONS.
15. AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE CITY OF RfP ON,
DEPARTMENT OF PUBLIC WORKS, OR ANY OTHER APPLICABLE AGENCIES PRIOR TO N
COMMENCEMENT OF WORK WITHIN EXISTING CITY RIGHT-OF-WAY.
16. THE CONTRACTOR SHALL SECURE A TRENCH PERMIT FROM THE CALIFORNIA DIVISION
OF INDUSTRIAL SAFETY PRIOR TO EXCAVATION OF ANY TRENCH OVER FIVE FEET IN
17. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF THE REMOVAL OR RELOCATION OF
ANY DESIGNATED UTILITIES WITH RESPECTIVE UTILITY COMPANIES.
18. SECTION 1540 (a) (1) OF THE CONSTRUCT/ON SAFETY ORDERS (TITLE B CALIFORNIA
ADMINISTRATION CODE SECTION 1540), ISSUED BY THE OCCUPATIONAL SAFETY AND
HEALTH STANDARDS BOARD PURSUANT TO THE CALIFORNIA OCCUPATIONAL SAFETY AND
HEALTH ACT OF 1913, AS AMENDED, WHICH STATES:
SACRAMENTO
"PRIOR TO OPENING AN EXCAVATION EFFORT SHALL BE MADE TO DETERMINE
WHETHER UNDERGROUND INSTALLATION, I.E., SEWER, WATER, FUEL, ELECTRIC
LINES, ETC., WILL BE ENCOUNTERED AND, IF SO, WHERE SUCH UNDERGROUND RIPON
INSTALLATIONS ARE LOCATED. WHEN THE EXCAVATION APPROACHES THE
APPROXIMATE LOCATION OF SUCH AN INSTALLATION, THE EXACT LOCATION
SHALL BE DETERMINED BY CAREFUL PROBING OR HAND DIGGING AND WHEN IT
IS UNCOVERED, ADEQUATE PROTECTION SHALL BE PROVIDED FOR THE
EXISTING INSTALLATION. ALL KNOWN OWNERS OF UNDERGROUND FACILITIES CALIFORNIA
IN THE AREA CONCERNED SHALL BE ADVISED OF PROPOSED WORK AT LEAST
48 HOURS PRIOR TO THE START OF ACTUAL EXCAVATION'.
19. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND, ALL DAMAGE OCCURRED TO EXISTING
UNDERGROUND LATERALS, PfP ELINES, Etc.
CALL USA TOLL FREE
1-800-642-2444
BEFORE PLANTING TREES, TRENCHING, DIGGING FENCE POST HOLES,
BLASTING, GRADING, EXCAVATING, DRILLING, PIPE PUSHING, CT.,
CALL UNDERGROUND SERVICE ALERT FOR UNDERGROUND CLEARANCE.
USA WILL PROVIDE INFORMATION ABOUT, OR LOCATE ANY AND MARK
UNDERGROUND FACILITIES FOR YOU.
SEINl(j.S
CITY OF RIPON
REVISIONS JOB/- SHEET
APPROVED BY.* CITY OF RIPON
2026 WEST RIPON ROAD RESURFACE PROJECT
NO. DESCRIPTION DATE BY DATE: 1
SCALE.*
259 N. WILMA AVE
CA 95366 DRAWN BY: COVER SHEET OF-
RIPON,
CITY ENGINEER
5
CHECKED BY.*
TELEPHONE: (209) 599-2108
FILEV:14_Slmits\W. Ripon flood Overlay Project\Design\Drowings\PDF\Bid Set

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1. UNDER WA/ER QUALITY ORDER 99-08-DWQ, IT IS THE OWNER/DEVELOPER'S
RESPONSIBILITY TO COMPLY WITH THE STA TE OF CALIFORNIA NPDES REGULATIONS.
Spillway, 1-bag high Gravel begs 6" A.G.
NOTES:
2. THESE PLANS FOR SEDIMENT AND EROSION CONTROL MEASURES, TO BE USED, AND 2-bags high A SINGLE RING OF PROTECTION
SHOWN ON SAID PLANS WILL BE INSTALLED UPON PROJECT COMMENCEMENT AND MAINTAINED IN USED WHEN CB/DI/INLET OR MANHOLE
OPERABLE CONDITION AT ALL TIMES. IS ON AN EXISTING HARD SURFACE, E.G.
TYPICAL PROTECTION FOR INLET ON SUMP ROAD , CONCRETE ECT., DOUBLE RING
3. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES OF PROTECTION SHALL BE USED WHEN PAVEMENT REPAIR
DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT FIBER ROLL CB/DI/MANHOLE IS LOCATED AND
CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN SURROUNDED BY EXISTING LOOSE
GROUND/ EARTH.
IS IMMINENT.
4. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE
CITY ENGINEER. *
5. THE CONTRACTOR SHALL INSTALL ALL EROS/ON/SEDIMENT CONTROL DEVICES TO WORKING ORDER TO
THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. r Fa= of Curt, /Inlet
6. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED
7---Flow
BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN
"" 2" THK 3/4" A.B.
CIRCUMSTANCES WHICH MAY ARISE. (typ.)
7.
THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO
Spillway, 1-bag high
PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A HAZARDOUS Gravel bags
CONDITION. 2-bags high
SEE NOTES STAKES PLACED AT CORNERS
8. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PIAN SHALL BE BELOW (TYP.) AND ENDS TO HOLD IN PLACE
INCORPORATED HEREON. ON EXISTING GROUND.
TYPICAL PROTECTION FOR INLET ON GRADE
9. GRADED AREAS AROUND THE PROJECT PERIMETER MUST BE DRAINED AWAY FROM THE FACE OF
SLOPE AT THE CONCLUSION OF EACH WORKING DAY.
10. ALL REMOVAL PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING
DAY WHEN THE FIVE-DAY RAIN PROBABILITY FORECAST EXCEEDS 40%.
NATIVE GROUND
11. THE CITY WILL PREPARE A STORM WATER POLLUTION PREVENTION PIAN (SWPPP) FOR THE [
NOTES: UNDISTURBED
PROJECT. THE SWPPP WILL INCLUDE CONSIDERATION OF STORM WATER BEST MANAGEMENT
PRACTICES WHICH SHOULD BE INCORPORATED INTO THE PROJECT DESIGN AS WELL AS
MEASURES WHICH WILL BE IMPLEMENTED DURING THE ONGOING USE OF THE PROPOSED 1. Intended for short-term use.
PROJECT IN ORDER TO MINIMIZE URBAN RUNOFF OR OTHER CONTAMINATION.
2. Use to inhibit non-storm water flow.
3. Allow for proper maintenance and cleanup.
12. THE CITY WILL FILE A NOTICE OF INTENT WITH THE REGIONAL WATER QUALITY BOARD.
4. Bags must be removed after adjacent operation is completed.
5. Not applicable in areas with high silts and clays without filter fabric.
1. CONTRACTOR AND CITY INSPECTOR SHALL MARK
NOTES: FOLLOW MANUFACTURES SPECS ON JOINING AND APPLYING FIBER ROLLS,
OTHERWISE USE THE ABOVE GUIDELINES. ENDS SHALL BE ABUTTED TOGETHER ALL AREAS TO BE REPAIRED IN FIELD PRIOR
RATHER THEN OVERLAPPED.
SCALE: NONE TO WORK BEGINNING.
NO. REVISED BY GENERAL SWPPP NO. REVISED BY STORM DRAIN INLET NO. REVISED BY RELDINLET NO. REVISED BY ASPHALT DEEP
PROTECnON NOTES 58093 PROTECnON 58093 MANHOLE PROTECnON 58093 LIFT REPAIR
CITY ENGINEER CITY ENGINEER CITY ENGINEER
7-5-05 07-20-04 7-5-05
DRAWN BY: AJM DATE: DRAWN BY: AJM DATE: DRAWN BY: AJM DATE:
CITY OF RIPON SWPPP-1 CITY OF RIPON SWPPP-2 CITY OF RIPON SWPPP-5 CITY OF RIPON
CHECKED BY: CHECKED BY: CHECKED BY:
STANDARD NO. STANDARD NO. STANDARD NO. STANDARD NO.
SCALE: NONE SCALE: NONE SCALE: NONE
4'-; ,>"
APPLY ARUOR-BONO (PAl?T NO.
ADA-8125) STRIX:TIJIIAJ.
DETAIL 1 J4 DOMES O 7.67 NOM. SPACING O C
P APPL ERIME7ER Y ARUOR SEAIA//7 -SEAL A { l PA PERIIJ l?f NO ITER . ADA OF -S 1 TIL 25} -l ::::: :::: ::::Jl[t
EP- ---,P---1 [ADIIES1VE
THROUGH CENTER
AT PERI MElER
OF Tll
ANO
EA CH
] WAY ON BOSSED .MEAS VE
AFTER INSTALLING FNERS. TOOL SMOOTH TO i:::::; PROPOSED GRADE OF MANHOLE FRAME
BLEND T1L EDGE WlrH ADJACENT SURFACE VAL BOX FRAME, OR MONUMENT 1" THICKNESS OF 3/8" A.C.
** 4 COVER FRAME.
0.25" x 1.5" LG COLOR f---\'-c-c--,Uiiif
:accoct=@(C)cao
MATCHED EXPANSION ANCHOR
J BODOUOGCf ::t D s O *- D -- O --- U --- G 0 ,,,- G ---,. (PART NO. ADA-F406-") * * ,r 4
4
4
-1/2" WIDE, 0.03" DEEP BOSS Al . ,4
-- - UNDERSIDE OF 711.E FOR STRUCTURAL +-- CLASS "B" CONCRETE
El,- 4-- -<I..--, U
PI.AN-Tl.E ADIIES1VE Al PERIMETEII ANO 7HROUGH COLLAR AROUND FRAME
Cll7ER OF TIL 6" (MIN.)
ro RISER RING
DR/11. 0.25" HOLE
J.5" DEEP-----..
ELEVATION OF FRAME SHALL MATCH RN/SH
NOTES: +
' NSTALJ.ATION DETAI..
'
GRN!E OF ADJACENT PAVEMENT 1/8'.
00000 000000000000 ATTl.EPElaETER
,...!!!I 0 0 0 0 0 0 0 0 0 O 0 O 0 0 O 0 0 O 0 0 O 0 0 Q 0 '0 O ' 0 O ' , O - --:- 000 - - . ADJUSTING EXISTING FRAMES
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0 0 0 0 '0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 l so* P VA R L O POS B ED OX G FRA RAD M E E, O O F R M M AN O H N O U L M E E N F T RA ME SOLDIER COURSE SHALL BE INSTALLED AROUND
00 000 POINTS MANHOLE OR AS DIRECTED BY CITY ENGINEER
0 0 0.045" HIGH I
00 0 0 (
000 00 00 0 C'.45" 80MM CONCRETE PAVER
FIEW LEVEL JIICRO-TEXTURE 41 P. C. C. COLLAR BETWEEN
POINTS PER SQUARE INCH
QETAL 1 DETAIL 2 BOSS AROUND PERIMETEII FRAME &- ECCENTRIC CONE VARIES
ANO AT CENTER OF TIL SOUND-ON-CANE AJ./PUFYING
SISmf TYPICAL THROUGHOUT
[ GAI..ZANIZED OR STAINLESS STEEL
SEC1g\lA -A O.OJ" :x 0.875" DIA. TYP. 0 6" {MIN.}
ANCHOR BOLTS
1.51/1.75" 0/C OFFSET
NOTES:
ELEVATION OF FRAME SHALL MATCH RN/SH
t
OF ANCHOR BOLTS USED.
mr mr GR,4J)E OF ADJAJ CENT PAVEMENT 1/8'.
MINIMUM MUST BE
PJAN FCT1DN ADJUSTING NEW FRAMES
TRUNf,ATFQ DQMf FAS1FNf8 IOCA TIONAET AL I TRUNf.ATED DOME FASTENER LOCATION
NO. REVISED NO. REVISED
BY TRUNCATED DOMES APPROVED BY TRUNCATED DOMES APPROVED NO. REV/SEO BY Adjusting street
A TTA CHING TO EXISTING A TTA CHING TO EXISTING
Facilities to Grade
CONCRETE DETAIL CONCRETE DETAIL
1f, CITY ENGINEER RCE-64107 1f, CITY ENGINEER RCE-64107 CITY ENGi
DRAWN BY: DATE: DRAWN BY: DATE: DRAWN BY: MCP DATE: 2-2-99
CITY OF RIPON ST-29a CITY OF RIPON ST-29b CITY OF RIPON M-6
CHECKED BY: CHECKED BY: CHECKED BY: DJR
STANDARD NO. STANDARD NO. STANDARD NO.
SCALE: NONE SCALE: NONE SCALE: NONE
l CITY OF RIPON
REVISIONS SHEET
CITY OF RIPON
APPROVED BY.* JOB
2026 WEST RIPON ROAD RESURFACE PROJECT
NO. DESCRIPTION DATE BY DATE: 5
259 N. WILMA AVE
SCALE: DETAILS or-
BY.*
CITY ENGINEER RIPON, CA 95366 DRAWN 5
CHECKED BY.*
TELEPHONE: (209) 599-2108
RLEV:/U_Slreels\W. Ripon Road Ovetloy Projecl\Oesign\Drowings\POFjBid Set