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EXISTING SURVEY MONUMENTATION
ALL EXISTING SURVEY MONUMENTS WHICH MAY BE DISTURBED BY THIS PROJECT SHALL BE REFERENCED
BY THE CITY CONSTRUCTION SURVEYOR IN ACCORDANCE WITH SECTION 8771 OF THE CALIFORNIA
SURVEYORS ACT, PRIOR TO THE START OF CONSTRUCTION. ALL MONUMENTS DESTROYED BY THE
CONTRACTOR'S OPERATIONS WILL BE RESET BY THE CITY'S CONSTRUCTION SURVEYOR. THIS WORK WILL
BE PERFORMED AT THE CITY'S EXPENSE.
PERMITS FROM SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT:
THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS FROM THE SAN BERNARDINO COUNTY FLOOD
CONTROL DISTRICT FOR ENTRY INTO THEIR RIGHT -OF -WAY TO CONDUCT WORK
GENERAL NOTES:
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA STANDARD
DRAWINGS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION- 2012 EDITION, CALTRANS
STANDARD PLANS, MAY 2010 EDITION, SHALL BE UTILIZED WHEN CALLED OUT ON PLANS. CONTRACTOR SHALL BE
FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS.
2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, VALVES, FIRE
HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT -OF -WAY LIMITS OR IN ADJACENT
AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE PROTECTED IN PLACE AS REQUIRED AT NO COST
r. TO THE CITY OF RANCHO /CUCAMONGA.
3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL
BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM
HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL PUBLIC AND PRIVATE UTILITIES AND SUBSTRUCTURES
WITHIN THE CONSTRUCTION LIMITS OF THIS PROJECT AND SHALL BE RESPONSIBLE FOR ANY DAMAGE AS A RESULT
OF THE CONSTRUCTION OPERATIONS.
5. THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT AT 1-800-422-4133 TWO (2) WORKING DAYS PRIOR
TO START OF CONSTRUCTION OR ANY PROBLEMS.
6. THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES AS REQUIRED 48 HOURS PRIOR TO START OF EXCAVATION.
7. PROVIDED FOR CONTRACTOR'S CONVENIENCE ARE THE FOLLOWING:
A. SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT ....... (626) 969 -7911
............................... ...............................
CONTACT MR. DAVE JOHNSON FOR BASE LINE RD.
1402 N. VOSBURG DRIVE
CA 91702
AZUSA,
B. VERIZON ........................................................................................................ ............................... (760) 245 -0330
C. SOUTHERN CALIFORNIA GAS COMPANY •.•••••••••••• ................••••••••••••.•.......••.••• ..................•..••.•.••••• (909) 335 -7583
P.O. BOX 3003 (909) 335 -3919
REDLANDS, CA 92373
D. CUCAMONGA VALLEY WATER DISTRICT ..... (213) 217 -7807
................................................. ...............................
10440 ASHFORD STREET
RANCHO CUCAMONGA, CA 91730
E. CHARTER COMMUNICATIONS CORPORATION ................................................... ............................... (951) 343 -5171
4240 N. HALLMARK PARKWAY
SAN BERNARDINO, CA 92407
F. SOUTHERN CALIFORNIA EDISON COMPANY .......•.• (909) 357 -6221
................. ...............................
7951 REDWOOD AVENUE
FONTANA, CA 92336
8. THE CONTRACTOR SHALL NOTIFY THE CITY OF RANCHO CUCAMONGA POLICE DEPARTMENT, THE CITY OF RANCHO
CUCAMONGA FIRE DEPARTMENT AND ANY AFFECTED SCHOOL DISTRICT, 72 HOURS PRIOR TO CONSTRUCTION INDICATING
ANY DETOUR AND /OR ROAD CLOSURES.
9. FOR INSPECTION OF THIS PROJECT, THE CONTRACTOR SHALL CONTACT THE PUBLIC WORKS SECTION AT
(909)477 -2740, MONDAY - THURSDAY, AND AT LEAST TWO WORKING DAYS PRIOR TO THE CONSTRUCTION START DATE.
10. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PRIOR TO ANY CONSTRUCTION OR ENCROACHMENT
WITHIN ANY CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHTS -OF -WAY.
11. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON THE PLANS AT THE SITE PRIOR TO COMMENCEMENT
OF ANY WORK. ALL DISCREPANCIES SHALL BE REPORTED FOR DIRECTION IMMEDIATELY TO THE CITY.
12 WORK SITE AND EXTERIOR STREETS SHALL BE KEPT IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE, THROUGHOUT
CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR.
13. THE FINAL SURFACE LAYER OF ASPHALT CONCRETE PAVEMENT SHALL NOT BE PLACED UNTIL ALL UTILITIES AND UTILITY
LATERALS WITHIN THE ROADWAY HAVE BEEN INSTALLED AND ALL UNACCEPTABLE PARKWAY AND ROADWAY IMPROVEMENTS ARE
REMOVED AND REPLACED TO THE SATISFACTION OF THE CITY ENGINEER.
JUN 3- -- 2014
:T .�i
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� Exp. 03 -31 -15 -:D
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NOTES:
1 . THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD ELEVATIONS
AND DIMENSIONS BEFORE OIRDEIRING OR FABRICATING ANY MATERIAL.
2. ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN.
3. THE CONTRACTOR SHALL CALL UNDERGROUND SERVICE ALERT (USA) AT
(800) 227 - 2000, TWO WORKING DAYS PRIOIR TO START OF DIGGING.
4, CONTRACTOR SHALL TRIM, ADJUST, REMOVE, RESTORE AND MATCH UP
ADJACENT IMPROVEMENTS IN LIKE KIND, SUCH AS COBBLESTONE, AC
PAVEMENT, LANDSCAPING AND IRRIGATION TO MATCHUP TO PROPOSED
IMPROVEMENTS.
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LIMITS OF "CLEAN BRIDGE AND APPROACH SLAB" AND
"METHACRYLATE RESIN TREATMENT ".
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* *Each driveway approach shall be
constructed to maximize drivable width
necessary to accommodate Flood Control
District vehicular access, and shall be field
coordinated with the District's inspector to
ensure that the reconstructed driveways
sufficiently provide District access as
commensurate with the pre- existing
access widths as possible.
CONSTRUCTION NOTES
O SAWCUT AND REMOVE EXISTING IMPROVEMENTS THAT ARE IN CONFLICT WITH
THE PROPOSED WORK.
CONSTRUCT 5 INCHES OF ASPHALT CONCRETE PAVEMENT OVER 6 INCHES
OF CRUSHED AGGREGATE BASE.
CONSTRUCT P.C.C. CURB AND GUTTER PER CITY STANDARD PLAN N0. 104)
W AS SHOWN ON PLANS.
4 CONSTRUCT P.C.C. DRIVE APPROACH PER CITY STANDARD PLAN NO. 101.
TYPE R -2, 8" THICK, WIDTH PER PLAN AND AS NOTED * *.
5 CONSTRUCT P.C.C. SIDEWALK PER CITY STANDARD PLAN NOS. 101 AND 103.
8" THICK BEHIND DRIVEWAYS.
6 CONSTRUCT LOCAL DEPRESSION, CASE E, K =5 FEET, G =2 FEET,
PER CITY STANDARD PLAN NO. 307.
CLEAN BRIDGE AND APPLY METHACRYLATE RESIN TREATMENT.
� ADJUST UTILTY BOX AND CODER TO FINISH GRADE.
(�)_ CONSTRUCT 4" AC DRIVEWAY OVER COMPACTED NATIVE
10 PRIOR TO CLEAN BRIDGE DECK, REMOVE UNSOUND CONCRETE AND
PATCH WITH RAPID SETTING CONCRETE PER DETAIL ON THIS SHEET
RAPID SETTING
CONCRETE PATCH
(USE PAVEMEND SL BY CERATECH
OR APPROVED EQUAL)
SAW CUT VERTICAL EDGE
I" DEEP MAX. (TYP)
EXISTING
REINFORCEMENT
TO REMAIN
EXISTING
CONCRETE
DECK
SURFACE
APPROXIMATE [
SURFACE A
REMOVING UNSOUND
CONCRETE AND CLEANING
2"
JOINT SPALL REPAIR DETAIL
-- 711\
JUN 3. 2014
'OFIESS Al
AS SUILT
N
No. 38893 Z
1 Exp. 03 -31 -15 rr7
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IV
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* *Each driveway approach shall be
constructed to maximize drivable width
necessary to accommodate Flood Control
District vehicular access, and shall be field
coordinated with the District's inspector to
ensure that the reconstructed driveways
sufficiently provide District access as
commensurate with the pre- existing
access widths as possible.
CONSTRUCTION NOTES
O SAWCUT AND REMOVE EXISTING IMPROVEMENTS THAT ARE IN CONFLICT WITH
THE PROPOSED WORK.
CONSTRUCT 5 INCHES OF ASPHALT CONCRETE PAVEMENT OVER 6 INCHES
OF CRUSHED AGGREGATE BASE.
CONSTRUCT P.C.C. CURB AND GUTTER PER CITY STANDARD PLAN N0. 104)
W AS SHOWN ON PLANS.
4 CONSTRUCT P.C.C. DRIVE APPROACH PER CITY STANDARD PLAN NO. 101.
TYPE R -2, 8" THICK, WIDTH PER PLAN AND AS NOTED * *.
5 CONSTRUCT P.C.C. SIDEWALK PER CITY STANDARD PLAN NOS. 101 AND 103.
8" THICK BEHIND DRIVEWAYS.
6 CONSTRUCT LOCAL DEPRESSION, CASE E, K =5 FEET, G =2 FEET,
PER CITY STANDARD PLAN NO. 307.
CLEAN BRIDGE AND APPLY METHACRYLATE RESIN TREATMENT.
� ADJUST UTILTY BOX AND CODER TO FINISH GRADE.
(�)_ CONSTRUCT 4" AC DRIVEWAY OVER COMPACTED NATIVE
10 PRIOR TO CLEAN BRIDGE DECK, REMOVE UNSOUND CONCRETE AND
PATCH WITH RAPID SETTING CONCRETE PER DETAIL ON THIS SHEET
RAPID SETTING
CONCRETE PATCH
(USE PAVEMEND SL BY CERATECH
OR APPROVED EQUAL)
SAW CUT VERTICAL EDGE
I" DEEP MAX. (TYP)
EXISTING
REINFORCEMENT
TO REMAIN
EXISTING
CONCRETE
DECK
SURFACE
APPROXIMATE [
SURFACE A
REMOVING UNSOUND
CONCRETE AND CLEANING
2"
JOINT SPALL REPAIR DETAIL
-- 711\
JUN 3. 2014
'OFIESS Al
AS SUILT
N
No. 38893 Z
1 Exp. 03 -31 -15 rr7
s� C
IV
�TF CF CALF
k
If
NO SCALE