HomeMy WebLinkAbout4782-18I0lcLqjmmffiL NOTED
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 BE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS 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 SWILL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY
DEVELOPMENT DEPARTMENT, ENGINEER DIVISION PRIOR TO THE START OF ANY WORK.
INSPECTION COORDINATION SHWA. 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 RESPONSE 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 EXCAVATKMIS GREATER THAN FIVE (5) FEET IN DEPTH
SK41 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 CAIFORWk TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE
GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT
9. NO MATERIAL OR EQUIPMENT SWILL 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 RESPONSIBLITY OF THE CONTRACTOR TO
mmmmr, IN TIS FIELD, THE TRUE LOCATION AND ELEVATION OF MY 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 FACIITIES.
12. THE CONTRACTOR SHALL NOT OPERATE OPERATE MY 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 DC14M TO
EINABIE 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, MC)MMENT TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED
CML DMEER OR LICENSE) LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE
DESTROYED AS A RESULT OF THIS CONSTRUCTION SWILL BE REPLACED. THE
CONTRACTOR SWILL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUC'TTON SO
A%LL TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE
18. THE CONTRACTOR SHIM MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT
ALL TIMES. A MINIMUM 12 FOOT LANE SWILL 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 SHILL 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 SWILL 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-ERODEABI E SWA ES 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
MND FINISH TO MATCH EXISTING CONCRETE.
27. THE SEINER 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 SWILL BE INSTALLED, TESTED AND APPROVED
PRIOR TO PAVING OF STREETS.
30. APPROVED SOIL STERILANT IS REWIRED UNDER ALL NEW ASPHALT PAVEMENT
PRIOR TO PLACEMENT.
31. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE kMiIIMUM 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 FONTANA FOR
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
SIG", STRIPING. BARRICADES, MIN OTHER TRAFFIC CONTROL DEVICES TO
THE SA71SFACTIO N OF THE CITY TRAFFIC ENGINm,
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 EE PROVIDED BY THE CONTRACTOR TO THE
ENGINEER OR RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE
CITY ENGINEER.
37. CONTRACTOR SHALL, AT ITS SOLE COST AND EXPENSE. ENTER INTO A RIGHT
OF ENTRY AGREEMENT WITH SOUTHERN CALIFORNIA REGINAL RAIL AUTHORITY
(SCRRA) PRIOR TO PERFORMING ANY ACTIVITY ON RAILWAY PROPERTY.
38. CONTRACTOR SWILL CONTACT SCRRA'S MAINTENANCE OF WAY OFFICE AT (909) 392-4506
TO ARRANGE FOR AN EMPLOYEE IN CHARGE (EIC) PRIOR TO WORKING WITHIN 20 FT OF THE NEAREST RAIL,
OPERATING WITHIN OR ADJACENT TO RAILROAD R/W, PERFORMING ANY EARTHWORK, OR DURING MY
CONDITION THAT MAY REQUIRE TEMPORARY TRAFFIC CONTROL WITHIN THE VICINITY OF THE RAILROAD CROSSING.
BENCHMARK:
TOP OF FIRE HYDRANT AT SOUTHEAST
CORNER OF SIERRA do CERES
ELEV.=1 244.00(PUBUSHED)
BASIS OF BEARINGS:
S 89'46'30" W ALONG THE CENTERLINE OF
CERES AVE. AS SHOWN ON A MAP OF TRACT
NO. 2754, MB 38/52-53
PREPARED BY:
CONSULTING, INC.
CIVIL ENGINEERING
LAND PLANNING a SURVEYING
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CITY OF FONTANA, CALIFORNIA
STREET IMPROVEMENT PLAN
PARCEL MAP 17977
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THE CITY ENGINEER'S SIGNATURE ON THESE PLANS DOES NOT CONSTITUTE APPROVAL
OF ANY OF THE FOLLOWING NOTES, AND THE CITY SHALL NOT BE HELD RESPONSIBLE
FOR THEIR ENFORCEMENT:
1. NEITHER THE OWNER NOR THE ENGINEER WILL ENFORCE SAFETY MEASURES OR
REGULATIONS. THE CONTRACTOR SHALL DESIGN, CONSTRUCT, AND MAINTAIN ALL SAFETY
DEVICES, INCLUDING TRENCH SHORING AND TRAFFIC CONTROL, AND SHALL BE SOLELY
RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE, AND FEDERAL SAFETY AND
HEALTH STANDARDS, LAWS, AND REGULATIONS.
2. THE CONTRACTOR SHALL ADJUST ALL EXISTING FACILITIES TO FINAL GRADE AT NO
ADDITIONAL COST TO THE CITY.
3. THE CONTRACTOR SHALL REMOVE, REPLACE, AND/OR RELOCATE ALL EXISTING
FACILITIES THAT INTERFERE WITH THE WORK HEREON AT NO ADDITIONAL COST TO THE
CITY OR DEVELOPER.
4. THE CONTRACTOR SHALL REMOVE, REPLACE, AND/OR RELOCATE ALL EXISTING
LANDSCAPE, HARDSCAPE, IRRIGATION SYSTEMS, UTILITIES, AND/OR RELATED
IMPROVEMENTS WHICH CONFLICT IN ANY WAY WITH THE INSTALLATION OR FUNCTION OF
THE PROPOSED IMPROVEMENTS AT NO ADDITIONAL COST TO THE CITY.
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.'
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).
INDEX MAP
SCALE: 1'=80'
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 LINER 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 REQUIREMENT'S. 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.
LAIN 'T>B(3fIIWOI WY, 9M 54
RrAMC L 9M
T. 919 &.,"
F. 9493W-6606
V#V WjCVAC-fW_,NFr
TOLL FREE `�"1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
UTImmmmum
ELECTRICITY:
SOUTHERN CALIFORNIA EDISON CO.
ADELPHIA COMMUNICATIONS:
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
SzAa;
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
VICTORVILLE, CA 92392-2407
WATER:
PHONE: (760) 245-0846
FONTANA WATER COMPANY
CONTACT- IVAN ROBIDOUX
8440 NUEVO AVENUE
WILTEL. INC.:
FONTANA CA, 92334
PHONE: (909) 882-2201
FIBER-OPTIC TELECOMMUNICATIONS
. . . . . . . . . ° . . . . . . . . . . 1
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
FONTANA CA, 92335
PHONE: (918) 588-3397
PHONE: (909) 350-6632
PHONE: (909) 947-9441 (LOCAL CONTACT)
12
LOCAL CONTACT: JERRY KENNEDY
EUM
AB AGGREGATE BASE
NTY NORTHERLY
AC ASPHALTIC CONCRETE
N NORTH
BC BEGIN CURVE
NTS NOT TO SCALE
BCR BEGIN CURB RETURN
OC ON CENTER
C_ 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
E'LY EASTERLY
S SOUTH
EX EXISTING
SD STORM DRAIN
FG FINISHED GRADE
SF SQUARE FEET
FL FLOW LINE
STY SOUTHERLY
FNC TOP OF FENCE
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
MH MANHOLE
W WITH
W'LY WESTERLY
1 TITLE SHEET
2 SIERRA AVENUE STREET IMPROVEMENT PLAN
3-4 ORANGE WAY STREET IMPROVEMENT PLAN
5 STRUCTURAL DETAILS AND NOTES
1kF
VICINITY MAP
UP
SHOULD CONSTRUCTION OF THE REQUIRED QauFEssAo�
IMPROVEMENTS NOT COMMENCE WITHIN TWO������� W- sf%
YEARS OF THE DATE OF APPROVAL SHOWN HEREON _ s
AND CARRIED FORTH IN A DILIGENT MANNER, THE > No. 3 20
CITY ENGINEER MAY REQUIRE REVISIONS TO THE p. 6/30/201
PLANS TO BRING THEM INTO CONFORMANCE WITHCA`1���`!
aF_VI'w7D INTLZR.!5QfTI0N; SUTs Z 13 1-09 1lrs STANDARDS IN EFFECT.
REV. REVISION DESCRIPTION DATE ENGR. OTY DATE
Prepared Under The Supervision Of :
Date 4{ -
W SCARPAR P.E. 33526
DRAWN BY:
DSK
DSK
VS
CITY OF FONTANA, CALIFORNIA
STREET IMPROVEMENT PLAN
TITLE SHEET
DATE:I ` L*
SCALE:
AS SHOWN
DATE:
1/20/09
DRAWING NO.: 1
4782 1/
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QUANTITY ESTIMATES
STREET CONSTRUCTION NOTES:
0-
SAWCUT AND REMOVE EXISTING PAVEMENT AS SHOWN . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . 1500
LF
O2 --
CONSTRUCT 6.5' MIN A.C. OVER 12' MIN. OF 95% COMPACTED SUBGRADE
3,670
SF
FINAL SECTION PER SOILS ENGINEER. . . . . . . . . . . .
O3 -
CONSTRUCT 8' CURB AND GUTTER PER CITY OF FONTANA STD. DETAIL 1000. • • • • • • • • • • • •
• • ° . . . ' ' ' ' ' ' ' ' ' ' ' ' ' ' 1,067
LF
O5 -
CONSTRUCT 4' THICK P.C.C. SIDEWALK PER CITY OF FONTANA STD. • • • • • • • •
• • • • • • • • • • • • • • • • • • • • 2582
SF
DETAIL 1006 MODIFIED AS SHOWN PER TYPICAL CROSS SECTION.
77
CONSTRUCT CURB RETURN WITH ACCESS RAMP PER CITY OF FONTANA STD. DETAIL 1003 .. . . . . .
. . . . . . . . . . . . . . . . . . . . 1
EA
80--
CONSTRUCT CITY STD 3004 CURB OPENING CATCH BASIN, W=14', V=2.15' ... . _ , , , , ° . . . . .
. . . . . . . . . ° . . . . . . . . . . 1
EA
G
CONSTRUCT 6' CROSS GUTTER PER CITY OF FONTANA STD DETAIL 403. • ° • • • • • • ° ° • • ° • •
• • • • ° . • • • • • • • • • ° • • ° • 490
SF
10
PROTECT IN PLACE AS NOTED.
11
EXISTING ELECTRICAL POLE AND APPURTENANCES TO BE REMOVED.
12
EXISTING ITEM TO BE REMOVED AS NOTED (UTILITIES BY OTHERS).
13
STREET LIGHT, SEE STREET LIGHT PLAN .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
10
EA
14
CONSTRUCT BOX CULVERT PER DETAIL B, SHEET 2.
16
RAISE TO GRADE PROPOSED IMPROVEMENT AS NOTED . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . 7
EA
17
CONSTRUCT DRIVEWAY PER CITY OF FONTANA STD. DETAIL 1001. WIDTH PER PLAN. . . . . . . . .
. . • . ° • • • • • • • ° • • • ° . • • 550
SF
18
CONSTRUCT MODIFIED LOCAL DEPRESSION PER CITY OF FONTANA STD 3003, CASE B . . . . . . . . .
. . . . ° , , . , , . . . . . . . . . . 1
EA
1 g
PER DETAIL A, SHEET 2.
CONSTRUCT CALTRANS STD ES -7P TYPE II PEDESTRIAN BARRICADE IN THE LOCATION.
1
EA
ATTACH TO BARRICADE PER ES -7P STD A R -9-3A SIGN.
20
INSTALL R9 -11A SIGN ON CITY STD APPROVED POST .. . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . 1
EA
SHOULD CONSTRUCTION OF THE REQUIRED QauFEssAo�
IMPROVEMENTS NOT COMMENCE WITHIN TWO������� W- sf%
YEARS OF THE DATE OF APPROVAL SHOWN HEREON _ s
AND CARRIED FORTH IN A DILIGENT MANNER, THE > No. 3 20
CITY ENGINEER MAY REQUIRE REVISIONS TO THE p. 6/30/201
PLANS TO BRING THEM INTO CONFORMANCE WITHCA`1���`!
aF_VI'w7D INTLZR.!5QfTI0N; SUTs Z 13 1-09 1lrs STANDARDS IN EFFECT.
REV. REVISION DESCRIPTION DATE ENGR. OTY DATE
Prepared Under The Supervision Of :
Date 4{ -
W SCARPAR P.E. 33526
DRAWN BY:
DSK
DSK
VS
CITY OF FONTANA, CALIFORNIA
STREET IMPROVEMENT PLAN
TITLE SHEET
DATE:I ` L*
SCALE:
AS SHOWN
DATE:
1/20/09
DRAWING NO.: 1
4782 1/
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