HomeMy WebLinkAbout5650-1GENERAL 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 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 SHAT. 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 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 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 BENCHMARKS WITHOUT PRIOR NOTIFICATION TO
THE CITY ENGINEER.
17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING
SURVEY MONUMENTS, MONUMENT TIES AND BENCHMARKS, 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.
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 SWAL.ES
FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE
SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODABLE
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.
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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 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 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 OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS
TO THE CITY ENGINEER.
CITY OF FONTANA, UTILITY NOTIFICATION LIST
CITY OF FONTANA AT&T
8353 SIERRA AVE 22311 BROOKHURST ST SUITE 203
FONTANA, CA 92335 HUNTINGTON BEACH, CA 92646
(909) 350-6632 (714) 963-7964
SO. CALIF. GAS COMPANY SPRINT
1981 W. LUGONIA AVE 2592 DUPONT DR
REDLANDS, CA 92374 IRVINE, CA 92612
(909) 335-7967 (800) 659-9698
EMERGENCIES: (800) 427-2200
TIME WARNER CABLE
SO. CALIF. EDISON COMPANY 1500 AUTO CENTER DR
300 N. PEPPER AVE ONTARIO, CA 91761
RIALTO, CA 92376 (909) 975-3439
909 820-5598 - UNDERGROUND SUNESYS, LLC
909 875-5100 - TRANSMISSION 1325 PICO ST #106
213 637-1233 - PIPELINES CORONA, CA 92881
909 357-6505 - DISTRIBUTION (951) 278-0400
WEST VALLEY WATER DISTRICT UNDERGROUND SERVICE ALERT
ATTN: ENGINEERING DEPARTMENT (800) 422-4133
855 W. BASELINE ROAD
RIALTO, CA. 92376
(909) 875-1804
PRIVATE ENGINEER'S NOTICE TO CONTRACTOR:
CITY OF FONTANA
STREET IMPROVEMENT PLANS
NORTH
FRONTAGE
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES AND/OR STRUCTURESBASIN
SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS.
L
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54
THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED BY THE CONTRACTOR,
SHEET 3 -
SIERRA LAKES PARKWAY
SHEET 4 -
SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR GRADE
o
REDSTONE WAY & STAR PASS WAY
SHEET 6 -
WELLSTONE WAY & LARKSTONE STREET
OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE
CANDLENUT WAY & GOLD FINCH WAY
SHEET 8 -
CAPSTONE STREET
PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER
LARKSTONE STREET
}
LINES NOT ON RECORD OR NOT SHOWN ON THESE PLANS.
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DRAWN BY:
CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED
SHOWN HEREON AND CARRIED FORTH IN A
CONSTRUCTION PRACTICES, HE WILL BE REQUIRED TO ASSUME
SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE
DBW/HMG
OF CONSTRUCTION OF THE PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND
AS NOTED
PROPERTY. THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND
LEGEND:
NOT BE LIMITED TO NORMAL WORKING HOURS. CONSTRUCTION CONTRACTOR FURTHER
Fontana, California 92335 0 No. 85349
a
AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY
TITLE SHEET
AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF
D PROPOSED A.C. PAVEMENT
WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE
REQUIRE REVISIONS TO THE PLANS TO
OF THE DESIGN PROFESSIONAL.
GRIND EXISTING AC AND OVERLAY
(909) 356-1815 Fax (909) 365-1795 Exp. 6/30/18
®
REMOVE EXISTING AC
UNAUTHORIZED CHANGES AND USES:
AVE ENTND
THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR OR LIABLE
- - - INDICATES CENTERLINE
FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE
---- INDICATES RIGHT-OF-WAY LINE
PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS.
_ - - - INDICATES EXISTING IMPROVEMENTS
CONSTRUCTION STAKING NOTICE
-(1300-- INDICATES EXISTING CONTOUR LINE
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RKA DATE: (w 8 5650
DIRECTION OF FLOW
THESE IMPROVEMENT PLANS HAVE BEEN PREPARED WITH THE INTENT THAT THE FIRM OF
(expires 6/30/2018)
ALLARD ENGINEERING WILL BE PERFORMING THE CONSTRUCTION STAKING FOR THE COMPLETE
PROJECT. IF, HOWEVER ANOTHER ENGINEERING AND/OR SURVEYING FIRM SHOULD BE
EMPLOYED TO USE THESE PLANS FOR THE PURPOSE OF CONSTRUCTION STAKING, NOTICE
Filename: I:\Walker\DWGS\FINAL DESIGN\STREETS\STREET SHT 1.dwQ
IS HEREBY GIVEN THAT THE FIRM OF ALLARD ENGINEERING INCORPORATEDWILL NOT ASSUME
ANY RESPONSIBILITY FOR ERRORS OR OMISSIONS, IF ANY, WHICH MIGHT OCCUR AND WHICH
COULD HAVE BEEN AVOIDED, CORRECTED OR MITIGATED IF ALLARD ENGINEERING COMPANY
HAD PERFORMED THE STAKING WORK.
SOILS ENGINEER
LEIGHTON AND ASSOCIATES, INC.
10532 ACACIA STREET, SUITE B-6
RANCHO CUCAMONGA, CA 91730-5455
TEL (909) 484-2205
FAX (909) 484-2170
SHEETINDEX
SHEET 1 -
TITLE SHEET
SHEET 2 -
SAN SEVAINE ROAD
SHEET 3 -
SIERRA LAKES PARKWAY
SHEET 4 -
HEMLOCK AVENUE & SIERRA LAKES PARKWAY
SHEET 5 -
REDSTONE WAY & STAR PASS WAY
SHEET 6 -
WELLSTONE WAY & LARKSTONE STREET
SHEET 7 -
CANDLENUT WAY & GOLD FINCH WAY
SHEET 8 -
CAPSTONE STREET
SHEET 9 -
LARKSTONE STREET
SHEET 10
- CASEY WAY
SHEET 11
- SIGNING AND STRIPING PLAN
REVISION DESCRIPTION
ENGR. I DATE I CITY I DATE
TRACT NO. 18987
INDEX MAP A
SCALE: 1 "=120'
PROP. PROP.
P R/W 40'
EXISTING IMPROVEMENTS
10 34 34
LOT "D" ' 12 22 22
5' 6.5PROPOSED AC
PAVEMENT
5 ' ` PROPOSED CURB 6
& GUTTER
PROP. S/W
COLLECTOR STREET - 68' R/W
HEMLOCK AVENUE
T.I.=6.5
N.T.S.
104'
52'
FUTURE IMPROVEMENTS BY OTHERS
12' 40'
40
33
52'
FUT. MEDIANPROPOSED AC
14' PAVEMENT
PRIMARY HIGHWAY - 104' R/W
SIERRA LAKES PARKWAY -104' R/W
EXIST.
12' '
6.5' 5'
' 0.5'
R/W.
12, ; LOT "C"
5.5' 6' _ 10'
0.5'
PROP. S/W
PROPOSED CURB
& GUTTER
T.I.=10.0
N.T.S.
PROP. PROP.
R/W 64' R/W
32' 32'
i
12 20 20 12 '
5' _ 65' PROPOSED AC 6.5' 5'
0.5' _ ; PROP. PROP. PAVEMENT I ; - 0.5'
S/W L/S PROPOSED
& GUTTER
PROJECT SUMMIT AVENUE
LOCATION STEM WES PN"AY
STATE ROUTE
210 FREEWAY
L0
�Q- Z Z � �
a a a
fn
h BASELINE AVENUE
FONTANA JN
_z,L
10 FREEWAY
VICINITY MAP
CONSTRUCTION NOTES QUANTITY ESTIMATES
1 _SAWCUT EXISTING A.C. PAVEMENT 1,385 LF
\.\
(D _ CONSTRUCT 4.5" AC PAVEMENT OVER 4.0" CLASS AGGREGATE BASE OVER 12" OF 957
COMPACTED NATIVE SOIL PER SOILS REPORT RECOMMENDATION (SEE GENERAL NOTE 31 & 32)- 3,818 SF
(D -CONSTRUCT 6.5" AC PAVEMENT OVER 4.0" CLASS 2 AGGREGATE BASE OVER 12" OF 95%
COMPACTED NATIVE SOIL PER SOILS REPORT RECOMMENDATION (SEE GENERAL NOTE 31 & 32)- 53,267 SF
4 ONSTRUCT 6" PCC CURB ONLY PER CITY STD. PLAN NO. 1000 42 LF
5 ONSTRUCT 5.0" AC PAVEMENT OVER 12" OF 957 COMPACTED
NATIVE SOIL PER SOILS REPORT RECOMMENDATION (SEE GENERAL NOTE 31 & 32) 160,049 SF
6& -CONSTRUCT 8" PCC CURB & GUTTER PER CITY STD. PLAN NO. 1000 2,453 LF
7 -CONSTRUCT 6" PCC CURB & GUTTER PER CITY STD. PLAN NO. 1000 8,014 SF
PEBBLE_ _ o -CONSTRUCT 8' WIDE CROSS GUTTER PER CITY STD. PLAN NO. 403 6 EA (4,618 SF)
-SANE g�CONSTRUCT 4" PCC SIDEWALK PER CITY STD. PLAN NO. 106, W=5' 43,055 SF
10 ONSTRUCT PCC DRIVE APPROACH PER SITY STD. PLAN NO. 1002, 103 EA
W=16' UNLESS NOTED OTHERWISE
--ADJUST MANHOLE FRAME & COVER TO GRADE PER CITY STD. PLAN 2000 16 EA
12 ONSTRUCT 10' WIDE CROSS GUTTER PER CITY DWG. PLAN NO. 403. 2 EA (2,483 SF)
813 :�
ONSTRUCT ACCESS RAMP PER CITY STD. PLAN NO. 1003 22 EA
14 ONSTRUCT LOCAL DEPRESSION PER CITY STD. PLAN NO. 3003, 5 EA
PER LOCAL DEPRESSION DETAIL
15 NSTALL STOP SIGN PER CITY STD. PLAN NO. 4003 5 EA
16 NSTALL STREET NAME SIGN PER CITY STD. PLAN NO. 4003 5 EA
9_ 17 NSTALL STOP BAR AND LEGEND STRIPING PER CA MUTCD 8 EA
C 18 ONSTRUCT COBRA HEAD LUMINAIRE LED STREET LIGHT (41 WATT1 14 EA
SEE PART NO. 10205809 PER CITY STD. 404
19 ONSTRUCT COBRA HEAD LUMINAIRE LED STREET LIGHT (90 WATT) 1 EA
SEE PART NO. 10205811 PER CITY STD. 404
20 ONSTRUCT COBRA HEAD LUMINAIRE LED STREET LIGHT (90 WATT) 5 EA
SEE PART NO. 10205811 PER CITY STD. 404
ONSTRUCT 4" PCC SIDEWALK PER CITY STD. PLAN NO. 106 W=6' 8,901 SF
22 EMOVE EXISTING AC PAVEMENT 7,051 SF
23 RIND EXISTING AC PAVEMENT (MIN. 0.1') AND OVERLAY (MIN. 0.1') 11,207 SF
24 A
21NDBLASTT EXISTING CONFLICTING STRIPING 1,260 LF
25 EMOVE EXISTING STOP SIGN FROM POST 2 EA
26 PPLY 4" SOLID WHITE LINE PER DETAIL 278 IN PAINT 1,356 LF
27 EFRESH STOP BAR AND LEGEND STRIPING PER CA MUTCD 2 EA
28 APPLY STANDARD MARKING AS SHOWN 1 EA
29 NSTALL W3-1 SIGN ON POST 1 EA
30 PPLY 4" DOUBLE YELLOW LINE PER DETAIL 22 4,176 LF
31 NSTALL R1-3 4 -WAY SIGN PER CA MUTCD 1 EA
E'LY R/W P
34' 10'
12' 22 12 I L& ""B"
5.5' 6'
PROPOSED AC ' PROPOSED AC 0.5'
PAVEMENT I PAVEMENT PROPOSED CURB '~
& GUTTER
COLLECTOR STREET PROP. S/W
SAN SEVAINE ROAD
T.I.=6.5
PROP. N.T.S. PROP.
R/W 68' R/W
34' 34'
' 22 22
5'6.5' PROPOSED AC i 6.5' 5'
0.5' _ ;PROP. PROP. PAVEMENT I ; - 0.5'
S/W PROPOSED CURB �
& GUTTER
ENTRY ROAD PROP. S/W
STAR PASS WAY & LARKSTONE STREET
T.I.=5.5
PROP. N.T.S. PROP.
R/W60, R/W
I- -1
30'
' 12 18 I� 18
I rSR
' 6.5' PROPOSED AC
0.5' _ 'PROP. PAVEMENT
L/S PROPOSED
& GUTTER
m
5'
::�; 0.5'
LOCAL STREET - 64' R/W
LOCAL STREET - 60' R/W
REDSTONE WAY, LARKSTONE STREET, CAPSTONE STREET, CASEY WAY
WELLSTONE WAY, CANDLENUT WAY, GOLD FINCH WAY
T.I.=5.5
N.T.S. T.I.=5.5
N.T.S.
BASIS OF BEARINGS:
Prepared By:
CITY OF FONTANA, CALIFORNIA
SHOULD CONSTRUCTION OF REQUIRED
IMPROVEMENTS NOT COMMENCE WITHIN
Prepared For:
THE SOUTH LINE OF THE NE 1/4 OF SECTION 26, T1N,
F
ALLARD ENGINEERING zOFESS/
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STREET IMPROVEMENT PLANS
TWO YEARS OF THE DATE OF APPROVAL
L E N N A R
R6W, S.B.M. PER RECORD OF SURVEY 88/36-42,
BEING: N 89'37'36" E
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Civil Engineering -Land Surveying -Land Planning ` O '1'
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DRAWN BY:
SCALE:
SHOWN HEREON AND CARRIED FORTH IN A
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16866 Seville Avenue
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DBW/HMG
TRACT N0. 18987
AS NOTED
DILIGENT MANNER, THE CITY ENGINEER MAY
980 MONTECITO DRIVE, SUITE 302
BENCHMARK:
Fontana, California 92335 0 No. 85349
a
TITLE SHEET
DESIGNED BY:
DATE:
REQUIRE REVISIONS TO THE PLANS TO
CORONA, CA 92879
(951) 817-3545
CALTRANS BENCHMARK #8-17
(909) 356-1815 Fax (909) 365-1795 Exp. 6/30/18
DBW
October, 2017
BRING THEM INTO CONFORMANCE WITH
FAX (951) 817-3650
BRASS DISK LOCATED IN S.C.E. TOWER LEG LOCATED_fpkv�
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CHECKED BY: APPROV BY: DRAWING NO.: 1
CONDITIONS AND STANDARDS IN EFFECT
343 N/0 1-210, 0.2 MILES WEST OF SAN SEVAINE RD.
ROBERT K. ALLARD, A. .E. 85349 DA F OF CAl �F
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RKA DATE: (w 8 5650
EL= 1428.609
(expires 6/30/2018)
CITY ENGINEER R.C.E. 51152 11
Filename: I:\Walker\DWGS\FINAL DESIGN\STREETS\STREET SHT 1.dwQ