HomeMy WebLinkAbout4824-1L NOTES:
1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA
STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS
FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK"), ALL REFERENCE SPECIFICATIONS
AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED.
2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT
CAN NOT 9E RESOLVED AY REFERENCE TO PRECEDENCE PROVSIONS IN THE "GREEN
BOOK", THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY
ENGINEER FOR RESOLUTION.
3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER.
4. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY
DEVELOPMENT DEPARTMENT, ENGINEER DIVISION PRIOR TO THE START OF ANY WORK.
INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR
TO THE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL
(909) 350-7610.
5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND
PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS,
LATEST NON -METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC
ENGINEER.
6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES,
DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES.
7. THE CONTRACTOR SHALL, OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH
WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE
DIVISION OF INDUSTRIAL SAFETY.
8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH
SHALL BE GUARDED BY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED
MEANS PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF
THE STATE OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE
GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT.'
9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT-OF-WAY WITHOUT
OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE.
10. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE
INFORMATION, HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
DETERMINE, IN THE FIELD, THE TRUE LOCATION AND ELEVATION OF ANY EXISTING
UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE
CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600
TWO WORKING DAYS BEFORE EXCAVATION.
11. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES
INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION,
LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER,
STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY COMPANIES SHALL BE
GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND_ THEIR FACILITIES.
12. THE CONTRACTOR SHALL NOT OPERATE OPERATE ANY FIRE HYDRANT OR WATER MAIN
VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE
WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS.
13. CURVE DATA REFERS TO THE FACE OF CURB.
14. STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED.
15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO
ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND
CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION.
16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES
OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER.
17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY
MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED
CML ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE
DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE
CONTRACTOR SHALL! NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO
IMANT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE
M NUM L
18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT
ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE
CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES.
19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST
CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES.
20. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES
EXCEED 25 MILES PER HOUR.
21. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS
TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT-OF-
WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL
22. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY
INSPECTOR.
23. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO
OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE
WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED.
24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM
UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY
ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING
IMPROVEMENTS.
25. THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE
APPROVED AT THE TIME OF CONSTRUCTION AND SHALL CONFORM TO THE CITY OF
FONTANA STANDARD DETAILS.
26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR
AND FINISH TO MATCH EXISTING CONCRETE.
27. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB
AT THE LOCATION OF THE SEWER LATERAL
28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING
STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED.
29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED
PRIOR TO PAVING OF STREETS.
30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT
PRIOR TO PLACEMENT.
31. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO
REVISION AND APPROVAL OF THE CITY ENGINEER AS DETERMINED BY SOILS
TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING.
32. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL
FOR STRUCTURAL STREET SECTIONS SHALL BE RECOMMENDED BY A
GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANAFOR
APPROVAL UPON COMPLETION OF ROUGH GRADING.
33. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE
RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON
COMPLETION OF PAVING.
34. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL
SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO
THE SATISFACTION OF THE CITY TRAFFIC ENGINEER,
35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING,
SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUCTION TO THE
SATISFACTION OF THE CITY ENGINEER.
36. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE
ENGINEER OR RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE
CITY ENGINEER.
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AGGREGATE BASE
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E 111
NORTH
THE CITY ENGINEER'S SIGNATURE ON THESE PLANS DOES NOT CONSTITUTE APPROVAL
BEGIN CURVE
NTS
NOT TO SCALE
to
BEGIN CURB RETURN
OC
ON CENTER
CL
OF ANY OF THE FOLLOWING NOTES, AND THE CITY SHALL NOT BE HELD RESPONSIBLE
OD
OUTSIDE DIAMETER
CB
CATCH BASIN
PCC
CSP
FOR THEIR ENFORCEMENT:
R
RADIUS
DW
i
RCP
REINFORCED CONCRETE PIPE
I
EACH
1. NEITHER THE OWNER NOR THE ENGINEER WILL ENFORCE SAFETY MEASURES OR!�1
RIGHT
EC
END CURVE
RW
RECLAIMED WATER
ECR
END CURB RETURN
R/W
REGULATIONS. THE CONTRACTOR SHALL DESIGN, CONSTRUCT, AND MAINTAIN ALL SAFETY
ETLY
EASTERLY
S
SOUTH
EX
SD
STORM DRAIN
DEVICES, INCLUDING TRENCH SHORING AND TRAFFIC CONTROL, AND SHALL BE SOLELY
FINISHED GRADE
SF
SQUARE FEET
FL
S'LY
RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE, AND FEDERAL SAFETY ANDME
FNC
TOP OFFENCE
,;
SANITARY SEWER
FS
FINISHED SURFACE
HEALTH STANDARDS, LAWS, AND REGULATIONS.Sl-
STATION
j q ti
- .
FIRE WATER
STD
2. THE CONTRACTOR SHALL ADJUST ALL EXISTING FACILITIES TO FINAL GRADE AT NO
HP
HIGH POINT
-
ADDITIONAL COST TO THE CITY.
ID
INSIDE DIAMETER
3. THE CONTRACTOR SHALL REMOVE, REPLACE, AND/OR RELOCATE ALL EXISTING
L
INV
FACILITIES THAT INTERFERE WITH THE WORK HEREON AT NO ADDITIONAL COST TO THE
- ____a _ _ __
CITY OR DEVELOPER.
JS
4. THE CONTRACTOR SHALL REMOVE, REPLACE, AND/OR RELOCATE ALL EXISTING
TRW
LANDSCAPE, HARDSCAPE, IRRIGATION SYSTEMS, UTILITIES, AND/OR RELATED
LT
IMPROVEMENTS WHICH CONFLICT IN ANY WAY WITH THE INSTALLATION OR FUNCTION OF
TS
TOP OF SLOPE
THE PROPOSED IMPROVEMENTS AT NO ADDITIONAL COST TO THE CITY.
MINIMUM
TYP
OVER090UMD UT Jn.M + 8i'FiUCTUITEs
INDEX MAP
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN
IN THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST
OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON
THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES
TO PROTECT THE UTILITIES SHOWN, AND IS RESPONSIBLE FOR THE PROTECTION OF, AND
ANY DAMAGE TO THESE LINES OR STRUCTURES.
"CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR,
OR LIABLE FOR , UNAUTHORIZED CHANGES OR USES OF THESE PLANS. ALL CHANGES
TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF
THESE PLANS."
C UANTTI•Y NCM
THE ESTIMATES OF IMPROVEMENT QUANTITIES AS SHOWN HEREON ARE PROVIDED ONLY
FOR THE PURPOSE OF SATISFYING CITY PLAN INFORMATION REQUIREMENTS. THE
CONTRACTOR SHALL PERFORM AN INDEPENDENT ESTIMATE OF EARTHWORK AND
IMPROVEMENT QUANTITIES AND SHALL USE SAME AS A BASIS FOR HIS BID(S) AND
CONTRACT(S).
CNS ENO,� 3 NOTXM TO CONMCTM.
1. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THEIR PLANS ARE
OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF MY KNOWLEDGE, THERE ARE NO EXISTING UTILITIES
EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTION- ANY MEASURES TO
PROTECT THE UTILITIES AND STRUCTURES SHOWN AND ANY OTHER LINES OR STRUCTURES NOT OF RECORD OR NOT SHOWN
ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO, THESE LINES OR STRUCTURES.
2. THE CONTRACTOR AGREES THAT HE WILL 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 SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE
CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL
LIABILITY REAL OR ALLEGED IN CONNECTION WITH THE PERFORMANCE OR WORK ON THIS PROJECT, EXCEPTING FOR
LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER, OR ANY PUBLIC AGENCY,
3. THE ESTIMATES OF IMPROVEMENT QUANTITIES AS SHOWN HEREON ARE PROVIDED ONLY FOR THE PURPOSE OF
SATISFYING DISTRICT PLAN INFORMATION REQUIREMENTS. THE CONTRACTOR SHALL PERFORM AN INDEPENDENT ESTIMATE
OF ALL IMPROVEMENT QUANTITIES AND SHALL USE SAME AS A BASIS FOR HIS BID(S) AND CONTRACT(S) .
4. CONTRACTOR TO VERIFY CLEARANCE AT ALL UTILITY CROSSINGS. IF INTERFERENCE OCCURS, OTHER THAN NOTED ON
PLAN, CONTRACTOR TO CONTACT DESIGN ENGINEER FOR POSSIBLE REDESIGN. IF REDESIGN IS UNFEASIBLE, CONTRACTOR
TO RELOCATE UTILITY AT NO EXPENSE TO ENGINEER.
SCALE:1 "=100'
AB
O
AGGREGATE BASE
NTY
NORTHERLY
AC
ASPHALTIC CONCRETE
N
NORTH
BC
BEGIN CURVE
NTS
NOT TO SCALE
BCR
BEGIN CURB RETURN
OC
ON CENTER
CL
CENTER LINE
OD
OUTSIDE DIAMETER
CB
CATCH BASIN
PCC
PORTLAND CEMENT CONCRETE
CSP
CORRUGATED STEEL PIPE
R
RADIUS
DW
DOMESTIC WATER
RCP
REINFORCED CONCRETE PIPE
EA
EACH
RT
RIGHT
EC
END CURVE
RW
RECLAIMED WATER
ECR
END CURB RETURN
R/W
RIGHT OF WAY
ETLY
EASTERLY
S
SOUTH
EX
EXISTING
SD
STORM DRAIN
FG
FINISHED GRADE
SF
SQUARE FEET
FL
FLOW LINE
S'LY
SOUTHERLY
FNC
TOP OFFENCE
SS
SANITARY SEWER
FS
FINISHED SURFACE
STA
STATION
FW
FIRE WATER
STD
STANDARD
HP
HIGH POINT
TC
TOP OF CURB
ID
INSIDE DIAMETER
TF
TOP OF FOOTING
INV
INVERT
TG
TOP OF GRATE
JS
JUNCTION STRUCTURE
TRW
TOP OF RET. WALL
LT
LEFT
TS
TOP OF SLOPE
MIN
MINIMUM
TYP
TYPICAL
MISC
MISCELLANEOUS
W/
WEST/WITH
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MANHOLE
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WITH
W'LY
WESTERLY
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C) ZD 66
ORANGE WAY
CERES AVE
MERRILL AVE
VALLEY BLVD
10
VICINITY MAP
NTS
UTAJTY PLIR'MYOW
TITLE SHEET
ELECTRICITY:
ADELPHIA COMMUNICATIONS:
SOUTHERN CALIFORNIA EDISON CO.
1260 DUPONT STREET
DISTRIBUTION PLANNING
ONTARIO, CA 91761
7951 REDWOOD AVENUE
PHONE: (909) 390-4738
FONTANA, CA 92335
CONTACT: LEWIS MCDONALD
PHONE: (909) 357-6221
MARKS CABLEVISION:
CONTACT: JOHN RUSSELL
FIBER -OPTICS/ TRUNK LINK THROUGH PROJECT
GAS:
4240 HALLMARK PARKWAY
SOUTHERN CALIFORNIA GAS CO.
SAN BERNARDINO, CA 92407
DISTRIBUTION PLANNING
PHONE: (909) 880-0220
16231 VALLEY BOULEVARD
CONTACT: JOE DEARMAN
FONTANA CA, 92335
VERIZON CALIFORNIA. INC.:
PHONE: (909) 428-8411
13911 PARK AVENUE
CONTACT: GREG GASPER
SUITE 200
40 -EXISTING
VICTORVILLE, CA 92392-2407
WATER:
PHONE: (760) 245-0846
FONTANA WATER COMPANY
CONTACT: IVAN ROBIDOUX
8440 NUEVO AVENUE
. . . . . . . . . . . . N/A
FONTANA CA, 92334
WILTEL. INC.:
PHONE: (909) 882-2201
FIBER-OPTIC TELECOMMUNICATIONS
66
LAS VEGAS, NEVADA TO LOS ANGELES, CA
SEWER:
UPLAND, CA 91786
CITY OF FONTANA
P.O. BOX 21348, MD 26-3
8353 SIERRA AVENUE
TULSA, OK 74121
P.O. BOX 518
INSTALL CITY OF FONTANA STD 1002 RESIDENTIAL APPROACH, WIDTH AS SHOWN;
FONTANA CA, 92335
PHONE: (918) 588-3397
D9
INSTALL CITY OF FONTANA CURB OPENING CATCH BASIN, SEE PUBLIC STORM DRAIN PLANS .. . .
PHONE: (909) 350-6632 PHONE. (909) 947-9441 (LOCAL CONTACT)
LOCAL CONTACT: JERRY KENNEDY
RYOa OF S- MM
1
TITLE SHEET
1
EA
2
VALLEY BLVD PLAN AND PROFILE
ITEM TO BE RELOCATED PER PURVEYORS STANDARDS .. . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . N/A
3
JUNIPER STREET PLAN AND PROFILE
14
ITEM TO BE REMOVED AND ABANDONED PER PURVEYORS STANDARDS .. . . . . . . . . . . . . . . . . . . .
STREET IMPROVEMENT NOTES:
QUANTITY ESTIMATES
1
INSTALL TALL CITY OF FONTANA STD 1000 8" CURB AND GUTTER .. . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . 996
LF
2O-
INSTALL 4" THICK PCC SIDEWALK TO CITY OF FONTANA STANDARD 1006. • • • • • • • . • . . .
. . . . . . . . . . . . . . . • • . 5124
SF
O3
INSTALL 4.5" MIN ASPHALT PAVEMENT OVER 12" MIN OF 95% COMPACTED NATIVE IN ,
. . . . . . . . . . . . . . . 8828
SF
SAWCUT AND REMOVE EX AC PAVEMENT AND ADJACENT CURB AND -,GUTTER. JOIN
ACCORDANCE TO THE SOILS REPORT.
LF
``
40 -EXISTING
LOCATION OF STREET LIGHT ATTACHED TO ITEM TO BE RELOCATED .. . . . . . . . . . .
. . . . . . . . . . . . . . . . . 2
EA
TITLE SHEET
PER SEPERATE PLAN
PROTECT ITEM AS NOTED .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . N/A
55
INSTALL CITY OF FONTANA STANDARD STREET LIGHT, SEE STREET LIGHT PLAN .. . . . . . . . . .
. . . . . . . . . . . . . . . . . 6
EA
66
INSTALL CITY OF FONTANA STD 1003 CURB RETURN ACCESS RAMP .. . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . 1
EA
77
INSTALL CITY OF FONTANA STD 1002 COMMERCIAL DRIVEWAY, WIDTH AS SHOWN.. . . .
. . . . . . . . . . . . . . . . • 726
SF
88 -
INSTALL CITY OF FONTANA STD 1002 RESIDENTIAL APPROACH, WIDTH AS SHOWN;
143
SF
D9
INSTALL CITY OF FONTANA CURB OPENING CATCH BASIN, SEE PUBLIC STORM DRAIN PLANS .. . .
. . . . . . . . . . . . . . . . . . 4
EA
10
INSTALL CITY OF FONTANA STD 3003 LOCAL DEPRESSION .. . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . 4
EA
1
10ELECTRICAL
POLE AND APPURENTANCE TO BE REMOVED AND INSTALLED UNDERGROUND .. . . . .
. . . . . . . . . . . . . . . . . . N/A
VINCENT W SCAR ATI P11 .E. 33520
12
ITEM TO BE ADJUSTED TO FINISH GRADE . . . . . . . . . . . . . . . . . . . . ._ .
1
EA
to
13
ITEM TO BE RELOCATED PER PURVEYORS STANDARDS .. . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . N/A
IN
r
14
ITEM TO BE REMOVED AND ABANDONED PER PURVEYORS STANDARDS .. . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . N/A
15
INSTALL SIGN, SEE SIGNING AND STIRPING PLAN UNDERSEPERATE COVER..
_ 5
EA
N
16
RELOCATED FIRE HYDRANT TO LOCATION APPROVED BY FIRE AND PURVEYOR .. . . . . . . . . . . . . . . .
. . . . . . . . . . . • 1
EA
17
SAWCUT AND REMOVE EX AC PAVEMENT AND ADJACENT CURB AND -,GUTTER. JOIN
. . . . . 996
LF
``
PER TYPICAL SECTION, SHEET 3.{
DRAWN BY:
DSK
TITLE SHEET
18
PROTECT ITEM AS NOTED .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . N/A
19
SEE ON SITE STORM DRAIN PLANS FOR PIPE INSTALLATION../
NA
DATE:
4/20/09
3
20
INSTALL 6.5" MIN ASPHALT PAVEMENT OVER 12" MIN OF 95% COMPACTED NATIVE IN . . . . . . . . . . . .
. . . . . . . . . . . . 4348
SF
�I
ACCORDANCE TO THE SOILS REPORT.
3 2013
VS
21
GRIND AND OVERLAY 0.1' MIN AND 5' WIDE FROM EDGE OF SAWCUT.. . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . 4980
SF
REV
REVISION DESCRIPTION
ATE
ENGR.
CITY
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VINCENT W SCAR ATI P11 .E. 33520
ITl' 'ENGINEER R.C.E. 51152
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BENCHMARK:
CHISELED SQUARE IN WEST CURB RETURN N.W.
CORNER SLOVER & CITRUS AVENUE ELEV
1067.73
PREPARED BY:
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CONSULTING INC. T. 949.760-6600
CIVIL ENGINEERING F. 949.760-6605
LAND PLANNING & SURVEYING WWW -INC=
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DIAL TWO WORKING
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BEFORE DAYS BEFORE
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TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
SHOULD CONSTRUCTION OF THE REQUIRED
IMPROVEMENTS NOT COMMENCE WITHIN TWO
YEARS OF THE DATE OF APPROVAL SHOWN HEREONAAIVVVVVVVVVVVVVVV,-~
AND CARRIED FORTH IN A DILIGENT MANNER THE
CITY ENGINEER MAY REQUIRE REVISIONS TO THE
PLANS TO BRING THEM INTO CONFORMANCE WITH
STANDARDS IN EFFECT.
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Prepared Under The Supervision Of
Date :Z p J
CITY OF FONTANA, CALIFORNIA
STREET IMPROVEMENT PLAN TM. (09 3
BASIS of BEARINGS:.{
THE CENTERLINE OF JUNIPER AVENUE SHOWN'
AS N 00.12'52" W, PER CITY OF FONTANA,
PARCEL MAP N0. 4778, RECORDED IN BOOK
63, PAGES 23-24, INCLUSIVE, OF
MISCELLANEOUS MAPS, IN THE OFFICE OF THE
COUNTY RECORDER OF SAN BERNARDINO
COUNTY.
DRAWN BY:
DSK
TITLE SHEET
SCALE:
AS SHOWN
DESIGNED BY:
DSK
DATE:
4/20/09
�I
(�,(,
3 2013
VS
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CHECKED BY:
VS
A>PRO D BY: ? _
DATE" ld
DRAWING NO.: 1
4824 3
REV
REVISION DESCRIPTION
ATE
ENGR.
CITY
DATE
VINCENT W SCAR ATI P11 .E. 33520
ITl' 'ENGINEER R.C.E. 51152