HomeMy WebLinkAbout4939-1F
GENERAL NOTES
ALL TIMES.
I.
ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE
25. THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES AND/OR STRUCTURES
CITY OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS
SHALL BE APPROVED AT THE TIME OF CONSTRUCTION AND SHALL
SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS.
AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS
CONFORM TO THE CITY OF FONTANA STANDARD DETAILS.
THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED BY THE CONTRACTOR,
CONSTRUCTION ("GREEN BOOK"). ALL REFERENCE SPECIFICATIONS
THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD,
SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR GRADE
AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE
26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE,
OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE
NOTED.
COLOR AND FINISH TO MATCH EXISTING CONCRETE.
2.
WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT
27. THE SEWER CONTRACTOR SHALL STAMP AN -S° IN THE FACE OF
LINES NOT ON RECORD OR NOT SHOWN ON THESE PLANS.
DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO
THE CURB AT THE LOCATION OF THE SEWER LATERAL
CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED
PRECEDENCE PROVISIONS IN THE "GREEN BOOK', THE CONTRACTOR
OF THE CITY INSPECTOR.
CONSTRUCTION PRACTICES, HE WILL BE REQUIRED TO ASSUME
SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER
28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING
SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE
FOR RESOLUTION.
STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED.
3.
ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE
29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND
PROPERTY. THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND
CITY ENGINEER.
APPROVED PRIOR TO PAVING OF STREETS.
4.
CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF
30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT
AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY
FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING
PAVEMENT PRIOR TO PLACEMENT.
AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF
DIVISION PRIOR TO THE START OF ANY WORK.
WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE
INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO
31. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT
OF THE DESIGN PROFESSIONAL.
WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC
TO REVISION AND APPROVAL OF THE CITY ENGINEER AS DETERMINED
RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610.
BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING.
5.
THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL
32. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL
POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE STATE OF
FOR STRUCTURAL STREET SECTIONS SHALL BE RECOMMENDED BY A
THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR OR LIABLE
CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC
GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA
FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE
EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER.
FOR APPROVAL UPON COMPLETION OF ROUGH GRADING.
6.
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN
33. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES
BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES.
SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR
UPON COMPLETION OF PAVING.
7.
THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION
OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH
34. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE
FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY.
ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC
8.
THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5)
CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER.
FEET IN DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF THE
35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING,
GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS
SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUCTION
OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA.
TO THE SATISFACTION OF THE CITY ENGINEER.
TRENCHES LESS THAN FIVE (5) FEET SHALL. ALSO BE GUARDED WHEN
THE POTENTIAL FOR GROUND MOVEMENT EXISTS.
36. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO
THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS
9.
NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC
TO THE CITY ENGINEER.
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
CITY OF FONTANA. UTILITY NOTIFICATION LIST
OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE
LOCATION AND ELEVATION OF ANY EXISTING UTILITIES, AND TO
CITY OF FONTANA AT&T
EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE
8353 SIERRA AVE 22311 BROOKHURST ST SUITE 203
CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT
FONTANA, CA 92335 HUNTINGTON BEACH, CA 92646
1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION.
(909) 350-6632 (714) 963-7964
11.
THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL
SO. CALIF. GAS COMPANY SPRINT
UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS,
1981 W. LUGONIA AVE 2592 DUPONT OR
TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING,
REDLANDS, CA 92374 IRVINE, CA 92612
(909) 335-7967 (800) 659-9698EMERGENCIES:
LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER,
(800) 427-2200
STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY
TIME WARNER CABLE
COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO
SO. CALIF. EDISON COMPANY 1500 AUTO CENTER DR
WORK AROUND THEIR FACILITIES.
300 N. PEPPER AVE ONTARIO, CA 91761
12.
THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER
RIALTO, CA 92376 (909) 975-3439
MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION.
909 820-5598 - UNDERGROUND SUNESYS, LLC
909 875-5100 - TRANSMISSION
CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER
1325 PICO ST #106
213 637-1233 -PIPELINES
COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS.
CORONA, CA 92881
909 357-6505 - DISTRIBUTION
(951) 278-0400
13.
CURVE DATA REFERS TO THE FACE OF CURB.
UNDERGROUND SERVICE ALERT
(800) 422-4133
14.
STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT
WHERE OTHERWISE NOTED.
FONTANA WATER COMPANY
15966 ARROW BOULEVARD
15.
ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE
FONTANA, CA 92335
ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK
(909) 822-2201
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 BENCHMARKS WITHOUT PRIOR NOTIFICATION TO
1J .
THE CITY ENGINEER.
INDICATES PROPOSED A.C. PAVEMENT
17.
REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING
SURVEY MONUMENTS, MONUMENT TIES AND BENCHMARKS, SHALL BE DONE
- INDICATES CENTERLINE
BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR.
- - - - INDICATES RIGHT-OF-WAY LINE
SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF
- - - - INDICATES EXISTING IMPROVEMENTS
THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL
--0300}- INDICATES EXISTING CONTOUR UNE
NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO
THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER
°-' STREET LIGHTS
REPLACEMENT OF THE MONUMENT.
DIRECTION OF FLOW
L U.A. LIMITED USE AREA
18.
THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS
LO.C. LENGTH ON CURVE
AND BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL
LO.S. UNE OF SIGHT
BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR
RESIDENTS AND EMERGENCY VEHICLES.
P.U.E. PUBLIC UTILITY EASEMENT
19.
THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE
MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT
TO
EESWJDSIC�APE
I YOU DIG �N YUU DIU I
Toll FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
i
REV.
REVISION DESCRIPTION
DATE I ENGR. I DATE I CITY
SHOULD CONSTRUCTION OF REQUIRED
IMPROVEMENTS NOT COMMENCE WITHIN
TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A
DILIGENT MANNER, THE CITY ENGINEER MAY
REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH
CONDITIONS AND STANDARDS IN EFFECT
CITY OF FONTANA
TRACT N0. 18676-I
STREET IMPROVEMENT PLANS
INDEX MAP
SCALE ,•=,00'
BASIS OF BEARINGS
BASIS OF BEARINGS: TAKEN FROM THE CENTERLINE OF LIME AVENUE AS SHOWN
ON TRACT NO. 16271-1, M.B. 297/15-18. BEING N 00@01'12" W
ORIGINAL BENCHMARK (SINCE DESTROYED)
PREPARED FOR: CITY OF FONTANA BENCHMARK NO. 361 RAILROAD
SPIKE IN NORTH FACE OF POWER POLE
PJRJ LIME INVESTMENTS LLC NO. 1536697E AT THE S.W. CORNER OF SULTANA
AVENUE AND BASELINE AVENUE. ELEVATION: 1365.01
10370 TRADEMARK STREET
RANCHO CUCAMONGA, SITE BENCHMARK
CALIFORNIA 91730SAN BERNARDINO COUNTY BENCHMARK NO. 7-15
(909) 291-7600 "1970" BRASS CAP IN CONCRETE ABUTMENT, LOCATEED
FAX (909) 291-7630 34' NORTH OF CENTERLINE OF FOOTHILL BLVD.
AND 131' WEST OF CENTERLINE OF LIME AVENUE.
ADJUSTM SHAT101t 12
AD" LANE
5
I 0.5'
F
2X
PROJECT �
LOCATION
WALNUT
ALL TIMES.
MATE EWNEER'S NOTICE m COMRACTOR:
20.
ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES AND/OR STRUCTURES
WIND VELOCITIES EXCEED 25 MILES PER HOUR.
SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS.
AVENUE
THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED BY THE CONTRACTOR,
21.
THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD,
SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR GRADE
SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY
OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE
BASELINE
ADJACENT TO THE RIGHT-OF-WAY DURING CONSTRUCTION WITHOUT
PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER
PRIOR WRITTEN APPROVAL.
LINES NOT ON RECORD OR NOT SHOWN ON THESE PLANS.
22.
NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL
CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED
OF THE CITY INSPECTOR.
CONSTRUCTION PRACTICES, HE WILL BE REQUIRED TO ASSUME
SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE
OF CONSTRUCTION OF THE PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND
23.
A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION.
PROPERTY. THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND
ARROW
FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE
NOT BE LIMITED TO NORMAL WORKING HOURS. CONSTRUCTION CONTRACTOR FURTHER
RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED
AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY
DENSITY IS OBTAINED.
AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF
S.A.N.B.A.G.
WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE
24.
CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES
OF THE DESIGN PROFESSIONAL.
J
FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE
SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODABLE
UNAUTHORIZED CHMIGES AND USES
SWALES ENTERING OR LEAVING IMPROVEMENTS.
THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR OR LIABLE
FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE
PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS.
I YOU DIG �N YUU DIU I
Toll FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
i
REV.
REVISION DESCRIPTION
DATE I ENGR. I DATE I CITY
SHOULD CONSTRUCTION OF REQUIRED
IMPROVEMENTS NOT COMMENCE WITHIN
TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A
DILIGENT MANNER, THE CITY ENGINEER MAY
REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH
CONDITIONS AND STANDARDS IN EFFECT
CITY OF FONTANA
TRACT N0. 18676-I
STREET IMPROVEMENT PLANS
INDEX MAP
SCALE ,•=,00'
BASIS OF BEARINGS
BASIS OF BEARINGS: TAKEN FROM THE CENTERLINE OF LIME AVENUE AS SHOWN
ON TRACT NO. 16271-1, M.B. 297/15-18. BEING N 00@01'12" W
ORIGINAL BENCHMARK (SINCE DESTROYED)
PREPARED FOR: CITY OF FONTANA BENCHMARK NO. 361 RAILROAD
SPIKE IN NORTH FACE OF POWER POLE
PJRJ LIME INVESTMENTS LLC NO. 1536697E AT THE S.W. CORNER OF SULTANA
AVENUE AND BASELINE AVENUE. ELEVATION: 1365.01
10370 TRADEMARK STREET
RANCHO CUCAMONGA, SITE BENCHMARK
CALIFORNIA 91730SAN BERNARDINO COUNTY BENCHMARK NO. 7-15
(909) 291-7600 "1970" BRASS CAP IN CONCRETE ABUTMENT, LOCATEED
FAX (909) 291-7630 34' NORTH OF CENTERLINE OF FOOTHILL BLVD.
AND 131' WEST OF CENTERLINE OF LIME AVENUE.
ADJUSTM SHAT101t 12
AD" LANE
5
I 0.5'
F
2X
PROJECT �
LOCATION
WALNUT
AVENUE
AVENUE
BASELINE
MILLER c
AVENUE
FOOTHILL
BOULEVARD
ARROW
S.A.N.B.A.G.
LM.E
=
J
ce-
O
VICINITY MAP
NOT TO SCALE
THE QUANTITIES SHOWN HEREON ARE ESTIMATES ONLY. THE CONTRACTORS SHALL PREPARE THEIR
OWN QUANTITIES AND BID A COMPLETE JOB.
CONSTRUCTION NOTES ESTIMATE of QUANMES
�- CONSTRUCT 4- AC PAVEMENT (MIN) OVER 12, OF 95X COMPACTED NATIVE SOIL
(SEE GENERAL NOTE 31 & 32) PER SOILS REPORT 62,177 SF
2 CONSTRUCT 6- PCC CURB & GUTTER PER CITY STD. PLAN NO. 1000 2,970 LF
3 CONSTRUCT PCC CROSS GUTTER AND SPANDREL PER CITY STD. PLAN NO. 403, W=8' 1,992 SF
4 CONSTRUCT 4- PCC SIDEWALK PER CITY STD. PLAN NO. 1006, W=6' 17,820 SF
6 CONSTRUCT PCC DRIVE APPROACH PER CITY STD. PLAN NO. 1001, W=16' UNLESS NOTED
OTHERWISE 43 FA
9a- INSTALL 5800 LUMEN HPSV (70 WATT; #7) LUMINAIRE PER CITY STD. PLAN NO. 404 6 EA
11410 INSTALL STOP SIGN PER CITY STD. PLAN NO. 4003 5 EA
11 INSTALL STREET SIGN PER CITY STD. PLAN NO. 4003 6 EA
12 ADJUST MANHOLE FRAME & COVER TO GRADE PER CITY STD. PLAN 2000 7 EA
13 INSTALL STANDARD BARRICADE PER CITY STD. PLAN NO. 4000 3 EA
CONSTRUCT CURB ACCESS RAMP PER CITY STD. PLAN NO. 1003 6 EA
NOTE: NOTES # 5, 7 & 8 NOT USED ON THIS PLAN
20'
CL = TC -0.14
I
2% LEVEL UNE
TYPICAL SECTION
OLLECTOR STREET - 64R/W
SULTANA AVENUE
SEE CITY DWG, NO. 4943
NTS
T1= 6.5
L
9
12' �
5'4.
0.5'
2%
TVICAL SECTION
LOCAL STREET - 54RIW
SPICE LANE, WASABI WAY, AND CHIVE LANE, ADAMS LANE
LEMON PEPPER AVENUE STA 13#56.49 TO STA, 16#&49
NTS
TI=5.5
Prepared By:
QRpFESS/ON
ALLARD ENGINEERING a No
Civil Engineering - Land Surveying - Land Planning �<v y� Zc�
8253 Sierra Avenue o Z
Fontana, California 92335 No. 36052 m
(90) 356-181 Fax (909) 434-1820 Exp. 6/30/12
IV �
Raymond J. Allard, A.C.E. 36052 Date qTF CF OA1-�F�
(expires 6/30/2012)
TYPICAL SECTION
PRIMARY HIGHWAY -100' R/W
BEECH AVENUE
SEE CITY DWG NO.---
NIS
O_NTS
TI = 65
q
R/W I R/W
1 50, k5f 5' PUE 25' 25'
7 18' 18' 7'
CL = TC -0.01
0.5' 0.5'
LEVEL LINE c r
29L 2� _
IYPIG4l SECTION
LOCAL STREET • 50' R/IM
LEMON PEPPER AVENUE STA 16+8&49 TO STA 19►V.26
WS
n=ss
CIN OF FONTAN� CALIFORNIA
STREET IMPROVEMENT PLAN
DRAWN BY: : TRACT NO 18676.1 SCALE:
AS NOTED
DESIGNED BY: TITLE SHEET DATE:
JAB May, 2012
CHECKED BY: APP Y:
DRAWING NO.: �
RJA DATE: � �'l2 4939
CITY ENGINEER R.C.E. 51152 4
Filename: 1:\15947 Young Homes Lime I and II\Lime 11 Tr. 18676\ DWG's\ FINAL DESIGN\ streets\ Phase 1\ 18676-ST01.dwg