HomeMy WebLinkAbout5647-1GENERAL STREET NOTES
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH CITY OF RIALTO STANDARD DRAWINGS,
STANDARD SPECIAL PROVISIONS, AND THE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR
PUBLIC WORKS CONSTRUCTION, WITH SUPPLEMENTS. ANY VARIATION FROM OR EXCEPTION TO THE
STANDARDS OR FOLLOWING GENERAL NOTES MUST BE APPROVED BY THE CITY ENGINEER.
2. ALL EXISTING IMPROVEMENTS INCLUDING CURB AND GUTTERS, SIDEWALKS,
ASPHALT/CONCRETE OR P.C.C. PAVING, WHICH ARE BEING JOINED OR MATCHED SHALL BE DONE
TO THE SATISFACTION OF THE CITY ENGINEER, INCLUDING NECESSARY SAW CUTTING, REMOVAL
REPLACEMENT AND CAPPING.
3. ANY EXISTING TRAVEL WAYS IN WHICH AN EXCAVATION IS MADE IN CONJUNCTION WITH THIS
PROJECT SHALL BE COVERED BY PERMIT. THIS AREA SHALL BE PROPERLY POSTED AND LIGHTED
IN CONFORMANCE WITH THE STATE MANUAL OF WARNING SIGNS, LIGHTS, AND DEVICES FOR USE
IN PERFORMANCE OF WORK UPON HIGHWAYS IN ORDER TO ELIMINATE ANY HAZARDS. STREET
SHALL BE SURFACED WITH A MINIMUM OF 2" OF ASPHALT AT THE END OF EACH WORKING DAY.
4. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND SHALL NOTIFY THE CITY
FIELD INSPECTORS AT LEAST 48 HOURS PRIOR TO STARTING EACH PHASE OF CONSTRUCTION AND
PRIOR TO REQUIRING INSPECTION.
5. ALL UTILITIES SHALL BE INSTALLED PRIOR TO PAVING OF THE STREETS. ALL TRENCHES
SHALL BE FULLY COMPACTED TO THE SATISFACTION OF THE CITY ENGINEER. ALL MANHOLES AND
VALVE BOX FRAMES SHALL BE ADJUSTED TO FINISHED GRADES AFTER COMPLETION OF
CONSTRUCTION.
6. THE CONTRACTOR SHALL DETERMINE THE TRUE LOCATION OF ANY UNDERGROUND UTILITY
PRIOR TO LAYING ANY LINES WHICH ARE TO CONNECT THE EXISTING SEWER, WATER, OR STORM
DRAINS. THESE LINES SHALL BE EXPOSED AND JOIN ELEVATIONS VERIFIED. ANY CHANGE IN
GRADE OR DEVIATION FROM THE PLANS MUST BE APPROVED BY THE CITY ENGINEER.
7. ADVERTISING SIGNS WILL NOT BE PERMITTED WITHIN THE STREET RIGHT-OF-WAY.
8. TREES SHALL BE PLANTED WITHIN THE STREET RIGHT-OF-WAY IN ACCORDANCE WITH THE
CITY OF RIALTO REQUIREMENTS.
9. STRUCTURAL SECTION OF PAVEMENT SHALL BE DETERMINED BY THE PRIVATE SOILS
ENGINEER. THE PRIVATE SOILS ENGINEER SHALL FURNISH THE RESULTS OF R -VALUE TESTS AND
STRUCTURAL SECTION CALCULATIONS TO THE CITY ENGINEER FOR APPROVAL. IN NO CASE SHALL
THE STRUCTURAL SECTION BE LESS THAN IS REQUIRED BY CITY OF RIALTO STANDARD DRAWING
NO. S-100.
10. COMPACTION TESTING SHALL BE PERFORMED BY THE SOILS ENGINEER TO THE SATISFACTION
OF THE CITY ENGINEER. THE SUBGRADE SHALL BE COMPACTED TO 90% WITH THE TOP 6 INCHES
BELOW THE ASPHALT PAVING COMPACTED TO 95%. IF THE AGGREGATE BASE IS THICKER THAN
ONE FOOT, THE ENTIRE THICKNESS OF THE BASE MATERIAL SHALL BE COMPACTED TO 95%.
11. SEWER MAIN AND LATERALS SHALL BE CONSTRUCTED, BACKFILL COMPACTED, AND TESTED
PRIOR TO CONSTRUCTION OF CURB AND GUTTER.
12. THE CURB AND GUTTER SHALL BE "ETCHED" SHOWING LATERAL LOCATIONS "S" FOR SEWER,
"G" FOR GAS, "E" FOR ELECTRICAL AND "W" FOR WATER.
13. TRAFFIC CONTROL AND SAFETY DEVICES SHALL BE PLACED AND MAINTAINED PER THE STATE
OF CALIFORNIA DEPARTMENT OF TRANSPORTATION MANUAL OF WARNING SIGNS LIGHTS, AND
DEVICES FOR USE IN PERFORMANCE OF WORK UPON HIGHWAYS AND TO THE SATISFACTION OF
THE CITY ENGINEER.
14. NOTICE TO CONTRACTORS: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY
PIPES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE
RECORDS. APPROVAL OF THESE PLANS BY THE CITY OF RIALTO DOES NOT CONSTITUTE A
REPRESENTATION AS TO THE ACCURACY OR COMPLETENESS OF THE LOCATION OR EXISTENCE OR
NON-EXISTENCE OF ANY UNDERGROUND UTILITY PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS
PROJECT. THE CONTRACTOR IS REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEANS TO PROTECT
THE UTILITY LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS.
15. PRIVATE ENGINEERS NOTICE: PRIOR TO CONSTRUCTION, SEWER AND WATER CONTRACTORS
SHALL ASCERTAIN THE CORRECTNESS OF WATER SERVICES AND SEWER LATERAL LOCATIONS WITH
THE DEVELOPER. ANY DEVIATION FROM LOCATIONS SHOWN ON THESE PLANS SHALL BE
REPORTED TO THE ENGINEER FOR ADJUSTMENT PRIOR TO CALLING FOR ANY CONSTRUCTION
STAKING REQUIRED.
16. PRIOR TO THE CITY RELEASING THE BOND FOR THE PUBLIC IMPROVEMENTS, THE ENGINEER
OF RECORD SHALL SUBMIT A COMPLETE SET OF "AS BUILT" PLANS ON MYLAR TO THE CITY
ENGINEERING SECTION AND THE TIE SHEETS FOR NECESSARY MONUMENTATION SHALL ALSO BE
SUBMITTED TO THE CITY.
17. STATE LAW (SB 3019) REQUIRES THE CONTRACTOR TO CONTACT UNDERGROUND SERVICE
ALERT AND OBTAIN AN IDENTIFICATION NUMBER PRIOR TO THE ISSUANCE OF THE CITY'S
ENCROACHMENT PERMIT, THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT TWO
FULL WORKING DAYS (48 HOURS MINIMUM) IN ADVANCE OF ANY CONSTRUCTION ACTIVITIES,
INCLUDING PAVEMENT REMOVAL. EXCAVATION AND A.C. OVERLAY, WHICH COULD AFFECT ANY
UNDERGROUND UTILITY.
18. PRIOR TO ANY CONSTRUCTION WORK, THE CONTRACTOR SHALL OBTAIN A CITY BUSINESS
LICENSE AND PERMIT.
19. PRIOR TO TAKING ANY WATER FROM A FIRE HYDRANT, THE CONTRACTOR SHALL MAKE
ARRANGEMENTS TO OBTAIN A FIRE HYDRANT WATER METER.
20. ALL STREET TRENCHING, BACKFILLING AND PAVEMENT REPAIRS SHALL BE DONE IN
ACCORDANCE WITH CITY STANDARD DRAWING NO. SC -231.
21. ALL IRRIGATION LINES TO BE REMOVED, RELOCATED OR RECONSTRUCTED AS SHOWN AND/OR
AS DIRECTED BY THE PUBLIC WORKS INSPECTOR IN THE FIELD.
22. CONTRACTOR SHALL REMOVE AND/OR INSTALL PAVEMENT MARKINGS AND STRIPING.
PLACEMENT AND SCHEDULING TO BE DETERMINED BY INSPECTOR IN THE FIELD.
23. THE CONTRACTOR SHALL NOT ORDER OR PLACE ANY PORTLAND CEMENT CONCRETE OR
ASPHALT CONCRETE PAVING UNTIL THE FORMS AND SUBGRADE AND/OR AGGREGATE BASE HAVE
BEEN INSPECTED AND APPROVED BY THE CITY INSPECTOR IN THE FIELD.
24. STRICT ADHERENCE TO DUST CONTROL REQUIREMENTS SHALL BE ENFORCED, AND ALL DUST
SHALL BE CONTROLLED BY WATERING, UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER.
25. IF ANY EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED
IMPROVEMENTS, WORK SHALL STOP AND THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY.
26. THE FINAL OR SURFACE LAYER OF ASPHALT CONCRETE SHALL NOT BE PLACED UNTIL ALL
ON-SITE IMPROVEMENTS HAVE BEEN COMPLETED, INCLUDING ALL GRADING AND UNTIL ALL
UNACCEPTABLE CONCRETE AND/OR ASPHALT WORK HAS BEEN REMOVED AND REPLACED, UNLESS
OTHERWISE APPROVED BY THE ENGINEER.
27. ALL PERMANENT TRAFFIC CONTROL SIGNS AND DEVICES SHALL BE LOCATED AS SPECIFIED IN
THE FIELD BY THE CITY ENGINEER PRIOR TO FINAL APPROVAL OF IMPROVEMENTS.
28. REPAIR OR REPLACE ANY DAMAGED OR ALTERED EXISTING IMPROVEMENTS WITHIN PUBLIC
RIGHT-OF-WAY AS DIRECTED BY THE ENGINEER IN THE FIELD.
29. ALL SURVEY MONUMENTS SHALL BE PROTECTED AND PERPETUATED IN PLACE ANY
DISTURBED OR COVERED MONUMENTS SHALL BE RESET BY A QUALIFIED REGISTERED CIVIL
ENGINEER OR A LICENSED LAND SURVEYOR.
30. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE THEMSELVES
WITH THE WORK SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING
FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM THEIR OPERATIONS, WHETHER OR NOT SUCH
FACILITIES ARE SHOWN ON THESE PLANS.
31. CARE SHOULD BE TAKEN TO PREVENT GRADED DITCHES AND SWALES FROM UNDERMINING
STREET IMPROVEMENTS. UPON INSPECTION OF THE SITES, THE CITY ENGINEER MAY REQUIRE
TEMPORARY GUNITE SWALES, ENTERING OR LEAVING IMPROVEMENTS.
32. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE ENGINEER
AND THE APPLICANT FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS
DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL
BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL.
33. MANHOLE FRAMES AND COVERS TO BE CONSTRUCTED BY THE CONTRACTOR 6" BELOW
FINISH GRADE. UPON COMPLETION OF PAVING, THE PAVING CONTRACTOR SHALL ADJUST TOP OF
MANHOLE TO FINISH GRADE.
34. ALL AREAS TO BE PAVED SHALL BE STERILIZED AS DIRECTED BY THE CITY ENGINEER PRIOR
TO PAVING.
35. A SEAL COAT OF SS1 H WILL BE REQUIRED ON ALL NEW ASPHALT CONCRETE APPLIED AT
THE RATE OF 0.075 GALLS PER SQUARE YARD.
CIN OF RIALTO CONSTRUCTION INSPECTION HOURS
7:OOA.M. TO 5:OOP.M. - MONDAY THROUGH THURSDAY
STR T lMF:>F:30V M NT F=' ANS
FOR
RENAISSANCE PARKWAY AND PALMETTO AVENUE
IN THE CITY OF RIALTO
J-210 FREEWAY
SW 1/4 OF SW 1/4 OF
SEC -r101\1 29, T, 1 1N , R,5W., S,B,tV1.
SHEET 3 CALTRANS PROPOSED
R/W R/W PROPOSED
-------------------------------_-------------T---------_---------- R/W �CALTRANS
- - _ R/W
LIMITS OF CITY OF R=[ALTQ====_____-----___
2 SURVEY CONSTRUCTION EX. CONSCTRUCTION SURVEY
CL
_ _ _ R/W
SOUTH HIGHLAND AVENUE FUTURE I ISSANCE P
LIMITS OF CITY OF Ej0kTnNIA C&G ARKWAY14 Fl
A.B.
AGGREGATE BASE
FS
FINISH SURFACE
A.C.
ASPHALT CONCRETE
H.P.
HIGH POINT
A.D.A.
AMERICAN DISABILITIES ACT
INV.
INVERT ELEVATION
B.C.
BEGINNING OF CURVE
L.P.
LOW POINT
B.C.R.
BEGINNING OF CURVE RETURN
M.V.C.
MIDDLE OF VERTICAL CURVE
B.V.C.
BEGINNING OF VERTICAL CURVE
N.T.S.
NOT TO SCALE
C&G
CURB & GUTTER
P.C.C.
PORTLAND CEMENT CONCRETE
C.F.
CURB FACE
P.C.V.C.
POINT OF COMPOUND VERTICAL CURVE
C.F.S.
CUBIC FEET PER SECOND
P.R.C.
POINT OF REVERSE CURVE
C.M.B.
CRUSHED MISCELLANEOUS BASE
P.R.V.C.
POINT OF REVERSE VERTICAL CURVE
E.C.
END OF CURVE
R.C.B.
REINFORCED CONCRETE BOX
E.C.R.
END OF CURVE RETURN
R/W
RIGHT OF WAY
ESMT.
EASEMENT
S/W
SIDEWALK
E.V.C.
END OF VERTICAL CURVE
TAN
TANGENT
FL
FLOWLINE
TC
TOP OF CURB
INDEX OF SHEETS
SHEET 1
TITLE SHEET - NOTES
& QUANTITIES
SHEET 2
SECTION SHEET
SHEET 3
RENAISSANCE PARKWAY
PLAN & PROFILE
SHEET 4
RENAISSANCE PARKWAY
PLAN & PROFILE
SHEET 5
RENAISSANCE PARKWAY
PLAN & PROFILE
SHEET 6
PALMETTO AVE PLAN
SHEET 7
RENAISSANCE PARKWAY
SIDEWALK
PLAN
LEGEND
SAWCUT EXISTING A.C. PAVEMENT
(1525.90)
EXISTING ELEVATION -""
FLOWLINE
1525.90
DESIGN ELEVATION
PROPOSED R/W
--
a.-
DIRECTION OF FLOW -
- EXIST. R/W
PAVEXNT L.EGEI>
- CONSTRUCT NEW AC PAVEMENT
- COLD PLANE AND OVERLAY
- PCC REMOVAL
CITY OF FIALTO WORKING HOURS
MONDAY TO FRIDAY -FROM 7:00 AM TO 5:30 PM
SATURDAY -------FROM 8:00 AM TO 5:00 PM
SUNDAY --------NO WORK ALLOWED
NOTE=
THE CITY OF RIALTO INSPECTION HOURS FOR
CONSTRUCTION INSPECTION ARE MONDAY
THRU THURSDAY FROM 7:00 AM TO 5:00 PM.
CONTRACTORS SHALL MAKE APPROPRIATE
ARRANGEMENTS WITH THE CITY FOR INSPECTION
DURING OTHER TIMES
EXIST. UTILITY LINE
I
Cfl I c_
L5 u
W 2
V)
TIC
I
I
I �
a
CONSTRUCT NEW PCC PAVEMENT
CONSTRUCT NEW PCC SIDEWALK
- AC REMOVAL
OWNER/DEVELOPER.
MP RIALTO, LLC.
C/O WESTERN REALCO
500 NEWPORT CENTER DRIVE, SUITE 630.
NEWPORT BEACH, CA 92660
PHONE: 949-720 3787
NORCAL ENGINEERING
10641 HUMBOLT STREET
LOS ALAMITOS, CA 90720
PH: 562-799-9469
DATED: 12/15/2015
PROJECT NO. 18565-15
----------i-------------------------___
PROPOSED
I R/W
I
I
IV -W
PARCEL 1
x230 AC. (GROSS)
11.222 AC. (NET)
INDEX MAP
SCALE • 1"=100'
�'•I,-, *,,'1!X I, I #.`t&I
FOUND 2" BRASS DISK, STAMPED "CALIF. DEPT. OF TRANSPORTATION, 29128
TIN, R5W, 2005-, FLUSH, PER C.R. 274/102, ACCEPTED AS 33233
NORTHEAST CORNER, SECTION 332.
2❑- FOUND 1 1/2" BRASS DISK, STAMPED "TIN, R5W, S.B. CO. SURV, 1/4 532
1967"0 DOWN 0.2' PER CSFB 4049/874, ACCEPTED AS NORTH 1/4
CORNER, SECTION 32.
FOUND 1 " IRON PIPE, TAGGED "LS 5750", DOWN 0.5" NO REFERENCE, 0.42'
S 55' 50' 00" E FROM ESTABLISHED CORNER.
15 FOUND 2" BRASS DISK, STAMPED "CALIF. DEPT. OF TRANSPORTATION, CL
IMP. ", PORTIONS ILLEGIBLE, FLUSH, PER R4, ACCEPTED AS INTERSECTION OF
CENTERLINE IMPROVEMENTS ALDER AVENUE AND RENAISSANCE PARKWAY
(EASTON STREET), PER R4.
16 FOUND 2" BRASS DISK, STAMPED "CALIF. DEPT. OF TRANSPORTATION, EC CL
IMP. EASTON 281+50.786", UP 0.05', ACCEPTED AS END CURVE CENTERLINE
IMPROVEMENTS RENAISSANCE PARKWAY (EASTON STREET).
FOUND 2" BRASS DISK, STAMPED "CALIF. DEPT. OF TRANSPORTATION, BC CL
IMP. EASTON 278+7.3.022" FLUSH, PER R4, ACCEPTED AS BEGIN CURVE
CENTERLINE IMPROWEMENTS RENAISSANCE PARKWAY (EASTON STREET).
18 FOUND 2" BRASS DISK, STAMPING ILLEGIBLE, FLUSH, ACCEPTED AS END
CURVE CENTERLINE IMPROVEMENTS RENAISSANCE PARKWAY (EASTON STREET),
PER R4.
CONTRACTOR AGREES THAT HE SHALL 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 OF WORK ON THIS PROJECT,
EXCEPT FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR
THE ENGINEER.
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES
SHOWN ON THESE PLANS WERE OBTAINED BY A DILIGENT SEARCH OF ALL
AVAILABLE RECORDS. THE CONTRACTOR IS REQUIRED TO TAKE ALL
PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN AND ANY OTHER
LINES OR STRUCTURES SHOWN OR NOT SHOWN ON THESE PLANS, AND IS
RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR
STRUCTURES.
I
PROPOSED
LOTLINE
EX.
R/W
PROPOSE
LOTLINE
PARCEL 2
4.103 AC. (GROSS)
4.074 AC. (NET)
\ \ ♦ ♦ PROPOSED
R/W
a
VICINI TY MAP
N.T.S.
♦ ` �� �8 C FUTURE
♦ � /� MEDIAN ♦ `
PROPOSED � � � � � � �
R FUTURE
C&G
EX. �♦ \�� �� �� /
R/W
PARC,
2.870 AC.
2.846 AC.
L 3
3ROSS)
VET)
Q
00
C) o FUTURE �
C&G
�o ♦ /
z
Z o��
CDL_
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ao
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CD
CONSTRUCTION NOTES QUANTITY
OPROTECT EXISTING ITEM IN PLACE AS NOTED.
OCONSTRUCT 5" A.C. OVER 6" CLASS II A.B. OR C.M.B. (RENAISSANCE PARKWAY) 72,852 SF
O CONSTRUCT 8" CURB PER CITY OF RIALTO STD. SC- 202. N/A
0 CONSTRUCT 8" CURB AND GUTTER PER CITY OF RIALTO STD. SC -200. 2,679 LF
OCONSTRUCT 6" CURB ONLY PER RIALTO STD. NO. SC -202. 2,655 LF
OCONSTRUCT MODIFIED COMMERCIAL DRIVEWAY APPROACH PER CITY OF RIALTO STD. SC -213. 617 SF
UTILITY OOMPANES� SEE PLANS FOR WIDTH.
SEWER O CONSTRUCT MODIFIED COMMERCIAL DRIVEWAY APPROACH PER CITY OF RIALTO STD. SC -214. 2,583 SF
CITY R RIALTO SEE PLANS FOR WIDTH, SEE DETAIL ON SHEET 2.
150 S. PALM AVENUE O SAW -CUT & REMOVE EXISTING AC BERM. 72 LF
CA 9236
PH:LTO ((909) 8207 2546 O SAW -CUT & REMOVE EXISTING ASPHALT PAVEMENT. 56,909 SF
AW TER:10 SAW -CUT & REMOVE EXISTING SIDEWALK. 396 SF
SAN GABRIEL WATER COMPANY
15966 ARROW ROUTE 11 SAW -CUT & REMOVE EXISTING CURB AND GUTTER. 66 LF
FONTANA, CA 92335
PH: (909) 201-7375 12 CONSTRUCT FULL DEPTH AC PAVEMENT TO MATCH EXISTING PAVEMENT. 66 SF
SCHOOL: 13 CONSTRUCT CURB RAMP PER CITY OF RIALTO STD. SC -215 TYPE 5. 1 EA
RIALTO UNIFIED SCHOOL DISTRICT
182 E. WALNUT AVE. RIALTO, CA 9237614 RELOCATE EXISTING TRAFFIC SIGN OUTSIDE OF TRAVELED WAY. N/A
ELECTRIC:
SOUTHERN CALIFORNIA EDISON 15 CONSTRUCT DETECTABLE WARNING SURFACE PER CITY OF RIALTO STD. SC -215. 138 SF
7951 REDWOOD AVE. FONTANA , CA 92376
PH: 1-800-684-8123 16 CONSTRUCT RAISED MEDIAN LANDSCAPING PER LANDSCAPE PLANS. 17,826 SF
GAS -
SOUTHERN CALIFORNIA GAS COMPANY 17 CONSTRUCT 90.0' MEDIAN TAPER PER CALTRANS HIGHWAY DESIGN MANUAL, TABLE 405,2A.
1981 WEST LUGONIA AVE. REDLANDS, CA 9237
PH: 1-800-427-2000 18 CONSTRUCT SIDEWALK PER CITY OF RIALTO STD. SC -203. 248 SF
MONITORING WELL
MONITORING
ASSOCIATES 19 CONSTRUCT SIDEWALK PER CITY OF RIALTO STD. SC -204. 13,946 SF
GEO2777 E. GUASTIE ROAD, SUITE 120 CONSTRUCT REDWOOD HEADER PER DETAIL ON SHEET NO. 2. 987 LF
ONTARIO, CA 91761
PH: 909-383-8728 COLD MILL AND CONSTRUCT VARIABLE THICKNESS AC OVERLAY (2" MIN.)
FAX: 909-3873-8732 21 SEE DETAIL SHEET 2. 27,948 SF
CALL 1 WEEK BEFORE CONSTRUCTION 22 ADJUST ELECTRIC MANHOLE TO GRADE. 2 EA
Imo::=�•1� ��_�:�I>`��?
THE BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF
HIGHLAND AVENUE BEING N 8942'01 " E AS PER TRACT MAP NO. 16441
M.B. 29,3/87-88, IN THE CITY OF RIALTO, RECORDS OF THE COUNTY
OF SAN BERNARDINO, STATE OF CALIFORNIA.
Last Update: 10/31/17
0:\3400-3499\3428\STREET\3428ST01.dwg
CITY OF FONTANA
CITY OF FONTANA
DWG. N0. 5647CITY ENGINEER DATE
SEAL -DESIGN ENGINEER PREPARED UNDER THE SUPERVISION OF: � CITY 0 F RIALTO
UNDERGROUND SERVICE ALERT QROFESS/pNI/ 10-31-11 0 Thienes Engineerin�, Inc.
RD S Fy REINHARD STENZEL RCE NO. 56155 DATE P/7CIVIL ENGINEERING LAND SURVEYING PARCEL MAP 19754 1
T
CALL:TOLL FREE��'� F'�� ?, RECOMMENDED FOR APPROVAL BY LOCKWOOD ENGINEERING: 14349 FIRESTONE BOULEI/ARD STREET IMPROVEMENT PLA N
-soo * R.C.E. N0.56155 *
r0j
(Ml� DA, �AUFOR(� 4)5264873 RENAISSANCE PARKWAY 8c PALMETTO AVENUE of SHEETS
227-2600
Exp. 12-31-18 Q CARLETON W. LOCKWOOD JR. R C NO. 45935 DATE
MARK REVISIONS APPR. DATE l' CITY OF RU1LT0 BENCH MARK: NO. 052-88 TITLE SHEET
TWO WORKING DAYS BEFORE YOU DIG 9j c/V 1� �� APPROVED BY: CITY OF RIALTO BRASS DISC SET IN TOP OF CURB, 4 FEET EAST OF THE EAST END , NORTH-EAST CURB
DESIGNED BY: HL DRAWN BY: VC CHECKED BY: RS F OF C A`\FO RETURN, 55 FEET EAST OF CENTERLINE TAMARIND AVE. AND 48 FEET SOUTH OF CENTERLINE BASELINE RD. FOR: c/0 WESTERN LLC.
(2 ORDER -2 CLASS, 500 NEWPORT DRIVE, SUITE 630. PPD NO. 2453 PLAN No.
ROBERT G. EISENBEISZ, PUBLIC WORKS DIRECTOR CITY ENGINEER, RCE 54931 ALCO
DATE = 1411.723 9 0RFArNFWPOR _H