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SCALE: VERT: 1 "=4'
HORIZ: 1"=40'
10+00 2 11+00 12+00 13+00 14+00 15+00 2 16+00 L 17+00
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vW FACE AT SIDEWALK ~
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1 00 �� 11+00 12+00 _ 13+00 co co rn �. -o U_ 15+00 EXIST AC 16+00 � 10 17+00
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Q o W o+ APN: 0236-11-31 L= 23.56' I co i L 23.56' ooi N Lf) z> o>
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I cn a_
co ii BEGIN ZERO CURB Q a <r i
7 GRIND 0.10' MIN. EXIST. ' 1' FACE AT SIDEWALK j Q Q 0 Z Z
BEGIN ZERO CURB PAVEMENT AND 7 TYP -
FACE AT SIDEWALK OVERLAY o 10' MIN. -----5 < 0 ZMIN MIN SAW TAND REMOVE ( ) 7 co a_ W O
(TYP) EXIST. AVEMENT
EXIST. EDGE OF RELOCATE EXIST
INTERSTATE 10 PAVEMENT STREET SIGN
BOYLE AVE WEST
EAST
R/W rt ALMOND AVE R/W
SLOVER AVE SLOVER AVEw
-- ---- 31' 1 Z 34'
PROJECT EXISTING j
N LOCA77ON w PAVEMENT
22
> ' V 22' 12'
Q < Q >_ o NEW PAVEMENT 8,cn
5.010.5'
5.0
V) a a Z z o 1
Q m o 0 w ETAIL n ,
CAMEO DR NO SCALE
Q --------I-, I 1%
a ________ - ----�
--
SANTA ANA AVE SANTA ANA AVE i �- - I
o
V/C/H/TY MAP EXIST AC 5 1
N. T. S. 40 20 0 40 80 120
TYPICAL SECTION
NO SCALE
SCALE: -1" = 40'
BASIS OF BEARINGS
� � SHOULD CONSTRUCTION OF THE REQUIRED
THE CENTER LINE OF ALMOND AVENUE (S 0°00'20" W) PER RECORD Lj
OF SURVEY RECORDED IN R.S. 50/49 IMPROVEMENTS NOT COMMENCE WITHIN TWO
_ YEARS OF THE DATE OF APPROVAL SHOWN HEREON
BENCHMARK
CHISELED 1:1 ON CONCRETE SIDEWALK 50 FT EAST AND 18 FT
NORTH OF INTERSECTION OF ALMOND AVENUE AND SLOVER
AVENUE. CITY OF FONTANA
BENCH MARK NO. B-22 ELEV. 999.485
TOLL FREE -800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
AND CARRIED FORTH IN A DILIGENT MANNER, THE
Q REVLON ON NEW CURB NORTH OF NORTH DRIVEWAY 3.28.2013 CITY ENGINEER MAY REQUIRE REVISIONS TO T H E
REV. PLANS TO BRING THEM INTO CONFORMANCE WITH
REVISION DESCRIPTION DATE I ENGR. CITY DATE STANDARDS IN EFFECT.'
.......... GENERAL NOTES
...�._
- 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRACt � ROVISIONS 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 SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING 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. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE.
_ 9. 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 8-1-1 TWO WORKING DAYS BEFORE EXCAVATION.
10. 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.
11. THE CONTRACTOR SHALL NOT 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.
12. CURVE DATA REFERS TO THE FACE OF CURB.
13. STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED.
14. 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.
...........
- 15. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY
- ENGINEER.
.................16. REMOVAL AND REPLACEMENT OF EXISTING SURVEYCONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE
BY A REGISTERED CIVIL 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 THAT TIES TO
-- .........
MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT.
17• 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.
...- 18. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES.
19. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES PER HOUR.
20. 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.
-- 21. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR.
22. 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.
23. 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.
24. 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. ,
25. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE.
26. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED.
27. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS.
28. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT.
29. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY ENGINEER AS DETERMINED BY SOILS
QTESTS TAKEN AFTER COMPLETION OF ROUGH GRADING.
30. 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.
> 31. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON
COMPLETION OF PAVING.
-i
'n 32. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES
TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER.
33. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUCTION TO THE
SATISFACTION OF THE CITY ENGINEER.
34. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY
ENGINEER.
CONSTRUCTION SYMBOLS & ENGINEER'S ESTIMATES OF QUANTITIES
1D --PCC COMBINED CURB AND GUTTER PER CITY OF FONTANA STD PLAN NO. 1000 ----------------------------------- 420 LF
( -CONSTRUCT SIDEWALK DRAIN PER CITY OF FONTANA STD PLAN 3001, SIZE PER PLAN ----- -----3 EA
3�-SAWCUT TO FORM SMOOTH JOIN----------------------------------------------------------------------------------------------------726 LF
®-REMOVE EXISTING AC PAVEMENT--------------------------------------------------------------------------------1830 SF
CONSTRUCT FULL DEPTH AC PAVEMENT PER CITY OF FONTANA STANDARD (4.5" AC ON
95% COMPACTED NATIVE)-------------------------------------------------------------------...-.--------------------------------- ----4200 SF
6�CONSTRUCT 4" THICK & 5' WIDE PCC SIDEWALK PER CITY OF FONTANA STD PLAN NO. 1006 ------------------ 2560 SF
0REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT COMMERCIAL DRIVEWAY PER CITY
OF FONTANA STD PLAN NO. 1002, WIDTH = 4' ---------- . - - 2178 SF
8&RELOCATE EXISTING BACKFLOW DEVICE (BFD)-------------------------------•-•-.-.-.---.------•--.---.--------•-•-----------• 1 EA
a -EXIST POWER POLE, PROTECT IN PLACE
10 EXISTING FIRE HYDRANT, PROTECT IN PLACE
15 --EXIST WATER METER AND VALVES, PROTECT IN PLACE
12 PARKWAY AREA
13 EXISTING UTILITY PEDESTAL, PROTECT IN PLACE
14 GRIND AND OVERLAY AC PAVING TO FORM SMOOTH JOIN PER DETAIL "A" HEREON ---------------------------- 1680 SF
15 EXISTING WATER METER, ADJUST TO GRADE
16 EXISTING BACKFLOW DEVICE, PROTECT IN PLACE ASP NO. 12-008
OfESSiONq Prepared Under The Supervision of CITY OF FONTANA CALIFORNIA
cRUi JOHN M. CRUiKSHANK STREET IMPROVEMENT PLAN
y y CONSULTANTS, INC.
411 N. HARBOR BLVD, SUITE 201 DRAWN ST: ALMOND AVENUE SCALE:
AS SHOWN
E 9-30- 13 SAN PEDRO, CA 90731 DESIGNED BY: STREET PLANS
No. 50792 310.241.6550 CE CONSTRUCTION NOTES & QUANTITY ESTIMATES DATE:3/14/13 14 13
clvI\_ Fp���p Date - CHECKED BY: APPRO ED j DRAWING NO.:
OF CA�� JOH M. CRUIKSHMlK R.C.E. 50792 LJ D4ATE6/t 65004 2 2
IEER