HomeMy WebLinkAboutAPPROVED STREET IMPROVEMENT PLAN DWG. 6149 - ELPC21-000012 - NEC BASELINE RD & PALMETTO AVE1. 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 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
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,
Z?FOR GAS, 'E?FOR ELECTRICAL AND V?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 CITY15
ENCROACHMENT 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 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.
TOLL FREE -qqm�' 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
MARK
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
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.
CITY OF RIALTO CONSTRUCTION INSPECTION HOURS
7:OOA.M. TO 5:OOP.M. ? MONDAY THROUGH THURSDAY
CITY W FMMA STET 0093W. NOTE
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
BOOKI. 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 SHUT
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 SFWl 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 SHUT 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 EXISTS 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 BENCH MARKS
WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER.
17 REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, 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.
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 SWALES FROM UNDERMINING STREET
IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY
NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS.
DESIGNED BY: DSK DRAWN BY: DSK CHECKED BY: AM
CITY OF RIALTO, CALIFORNIA
BASE LINE ROAD AND ALDER AVENUE
PUBLIC IMPROVEMENT PLAN
25 THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THE TIME OF
` L I I T CIW IVUAICT IJ I.LN I tKLINL ur DAJLLIIVt INUAU
CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS.
TOPOGRAPHY NOTE:
26 ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING
TOPOGRAPHY AND CONTOURS SHOWN HEREON ARE BASED ON 1' CONTOUR
CONCRETE.
INTERVALS FROM AERIAL PHOTOGRAMETRY.
27 THE SEWER CONTRACTOR SHALL STAMP AN V IN THE FACE OF THE CURB AT THE LOCATION. OF THE SEWER
LATE
SURVEY MONUMENT NOTE:
28 NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED
AND APPROVED_
ALL EXISTING SURVEY MONUMENTS OR SURVEY TIE MONUMENTS SHALL BE
29 ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS.
PROTECTED IN PLACE. IF CONSTRUCTION ACTIVITIES NECESSITATE DISPOSITION OF
EXISTING SURVEY MONUMENTS, ALL MONUMENT SHALL BE REPLACED IN
30 APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT.
ACCORDANCE WITH COUNTY SURVEY STANDARDS. APPLICABLE CORNER RECORDS
AND TIE NOTES TO BE SUBMITTED AS REQUIRED BY COUNTY SURVEYOR.
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
ADDRESS:
SFWl BE RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR
NE CORNER OF PALMETTO AND BASELINE RIALTO CA 92376
APPROVAL UPON COMPLETION OF ROUGH GRADING.
SEWER NOTE:
33 ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE
PAVING CONTRACTOR UPON COMPLETION OF PAVING.
PROJECT IS PROPOSED TO GRAVITY SEWER TO THE EXISTING OFF SITE SEWER
SYSTEM PER CITY STANDARDS
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.
WATER NOTE:
35 CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY
PROJECT IS PROPOSED TO BE SERVED BY SAN GABRIEL WATER COMPANY.
THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER.
EXISTING WATER LINES ARE CURRENTLY ADJACENT TO THE EXISTING SITE.
36 AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL
PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER.
APPR. I DATE I IPREPAR
CITY OF FONTANA, CALIFORNIA
STREET IMPROVEMENT PLAN
DRAWN BY: BASELINE ROAD SCALE:
DSK AS SHOWN
DESIGNED BY. P LM ETTO AVENFROM 0 STA 13+48 DATE: 10 12 2021
DSK
CHECKED BY: PP VED DRAWING NO.: 1
AM CI ER ENGINER.C.E. 51152 6149 2
VUNTHE SUPERVISION OF:
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R -APPROVAL BY WILDAN ENGINEERING:
-WTr_
11-9 Z)
DATE OF SURVEY:
12/15/18
TAX ASSESSOR'S PARCEL NO.:
APN: 0240-181-13, 14,16, 28 & 29
WE KV
SCALE:1 "=80'
INDEX OF STA
1 TITLE SHEET
2 BASELINE ROAD PLAN AND PROFILE
3 PALMETTO AVENUE PLAN AND PROFILE
4 BASELINE ROAD SEWER IMPROVEMENT PLAN
5 SEWER NOTES
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1. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN
ON THESE 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 LINES 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 REQUIREMENTS. 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.
ELECTRICITY:
SOUTHERN CALIFORNIA EDITON CO.
DISTRIBUTION PLANNING
7951 REDWOOD AVENUE
RIALTO, CA 92335
PHONE: (909) 357-6221
CONTACT: JOHN RUSSELL
Gr4S:
SOUTHERN CALIFORNIA GAS CO.
DISTRIBUTION PLANNING
16231 VALLEY BOULEVARD
RIALTO CA, 92335
PHONE: (909) 428-8411
CONTACT: GREG GASPER
ADELPHIA COMMUNICATIONS:
1260 DUPONT STREET
ONTARIO, CA 91761
PHONE: (909) 390-4738
CONTACT: LEWIS MCDONALD
SEWED
CITY OF RIALTO
RIALTO, CA
PHONE: (909) 820-2602
WATT
SAN GABRIEL WATER COMPANY
15966 ARROW BLVD.
FONTANA, CA
PHONE: (909) 822-2201
M TECHNOLOGIES ANC
CIVIL, ENGINEERING
LAND PLANNING AND SURVEYING
1 VENTURE STE 130
IRVINE, CALIFORNIA 92618
PHONE (949) 339-5331
FAX (866) 426-2201
BENCHMARK: CITY OF RIALTO BM 052-88, CITY OF RIALTO BRASS DISC SET IN TC 4 FEET EAST OF
EAST END OF N/E CURB RETURN. 55 FEET EAST CENTERLINE TAMARIND 48 FEET
SOUTH CENTERLINE BASELINE.
NOT TO SCALE
MARKS CABLEVISION:
8= aEm3m v(�#
FIBER -OPTICS
4240 HALLMARK PARKWAY
NORCAL ENGINEERING
SAN BERNARDINO, CA 92407
10641 HUMBOLT STREET
PHONE: (909) 880-0220
LOS ALAMOS CA 90720
CONTACT: JOE DEARMAN
PHONE: (562) 799-9469
FAX: (562) 799-9459
VERIZON CALIFORNIA. INC..
13911 PARK AVENUE
SUITE 200
VICTORVILLE, CA 92392-2407
PHONE: (760) 245-0846
CONTACT: IVAN ROBIDOUX
WILTEL, INC.:
FIBER-OPTIC TELECOMMUNICATIONS
LAS VEGAS, NEVADA TO LOS ANGELES, CA
UPLAND, CA 91786
P.O. BOX 21348, MD 26-3
TULSA, OK 74121
PHONE: (918) 588-3397
PHONE: (909) 947-9441 (LOCAL CONTACT)
LOCAL CONTACT: JERRY KENNEDY
PATRIOT PARTNERS
5710 CRESCENT PARK EAST STE 429
PLAYA VISTA, CA 90094
PHONE: 858-952-4135
CONTACT: KEVIN RICE
(S)
PROPOSED SEWER LINE
PROPOSED WATER LINE
PROPOSED STORM DRAIN LINE
CENTER LINE
PROPERTY LINE
EXISTING CURB AND GUTTER
EXISTING SIDEWALK
EXISTING SEWER LINE
EXISTING WATER LINE
EXISTING STORM DRAIN LINE
EXISTING GAS LINE
EXISTING TELEPHONE LINE
EXISTING ELECTRIC LINE
EXISTING VALVE
EXISTING MANHOLE
FIRE HYDRANT
STREET LIGHT
PROPOSED ASPHALT PAVEMENT
AB
I EQEM
AGGREGATE BASE
WILY
NORTHERLY
AC
ASPHALTIC CONCRETE
N
NORTH
BC
BEGIN CURVE
NTS
NOT TO SCALE
BCR
BEGIN CURB RETURN
OC
ON CENTER
CL
CENTER LINE
O/L
OVERLAY
CB
CATCH BASIN
PCC
PORTLAND CEMENT CONCRETE
CONTR
CONSTRUCT
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
FIG
FINISHED GRADE
SF
SQUARE FEET
FL
FLOW LINE
S'LY
SOUTHERLY
FNC
TOP OF FENCE
SS
SANITARY SEWER
FS
FINISHED SURFACE
STA
STATION
FW
FIRE WATER
STD
STANDARD
HP
HIGH POINT
TIC
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
CITY OF RIALTO
PARCEL MAP # 20107
STREET IMPROVEMENT PLANS
TITLE SHEET
BASELINE ROAD AND PALMETTO AVENUE
FOR: PATRIOT PARTNERS I PPD NO. 2019-0035
OF 5 SHEETS
PLAN No S o
GRAD AT 40' LT
HOR: 1 "=30'
SCALE: VER: 1 "=3'
5
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28+08.76 CL PALMETTO
1415
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fMI.1ME,
TOLL FREE `=�- 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT DESIGNED BY: DSK
DRAWN BY: DSK CHECKED BY: AM
wpm
BASELINE ROAD: PROFILE
CONSTRUCTION NOTES:
FULL DEPTH SAW CUT AND REMOVE.
2 INSTALL CITY OF RIALTO STD CURB RAMP PER SC-215.
a INSTALL CITY OF RIALTO STD SC-214 DRIVE APPROACH, WIDTH AS SHOWN.
4O- CONST. 4" THICK PCC SIDEWALK PER CITY OF RIALTO STDS. SC-204.
INSTALL 5" AC OVER 6" CL-2 BASE PER R VALUE AND SOILS REPORT, TI 10.
60-- CONST. 8" CURB & GUTTER PER CITY OF RIALTO STD, PLAN SC-200.
7 - INSTALL SPPWC STD 151-2 UNDERWALK DRAIN, W=4'
O8 -- PROPOSED STREET LIGHT , PER SEPARATE PLAN AND PERMIT.
99 CONST. 8" CURB ONLY PER CITY OF RIALTO STD. PLAN SC-200.
10 INSTALL 4" SCH 40 CONDUIT TO BE PLACED IN PARKWAY LOCATION TO
BE APPROVED BY CITY INSPECTOR.
11 CONST. AND EXTEND PCC CROSS GUTTER TO CITY OF RIALTO STANDARD SC 216.
12 REMOVE EXISTING PAVEMENT AND REPLACE WITH MIN. PAVEMENT SECTION OF
4" AC PAVEMENT OVER 6" CAB WITH A MIN. SUBGRADE OF 24" AT 95%
RELATIVE COMPACTION. SECTION TO BE CONFIRM BY INFIELD R-VALUE TESTING
TREE AID LANIMIOAPE NOTE-
SEE LANDSCAPE PLANS FOR PROPOSED STREET TREES,
IRRIGATION AND SOFTSCAPE WITHIN THE PUBLIC RIGHT
OF WAY
10VA►L NOTES
AA SAVE AND PROTECT, ITEM AS NOTED
FB ADJUST TO FINISH GRADE, ITEM AS NOTED
C REMOVE ITEM AS NOTED
❑D RELOCATE PER PURVEYOR ITEM AS NOTED
QEIiff LAL NOTES
1. FOR DISPOSITION OF ALL SHRUBS, TREES AND OTHER
VEGETATION, REFER TO LANDSCAPE PLANS.
2. THE CONTRACTOR SHALL TAKE ANY TEMPORARY
MEASURES TO INSURE THAT IRRIGATION SYSTEMS
OUTSIDE THE DISTURBED AREA ARE OPERABLE DURING
CONSTRUCTION.
3. EXISTING GAS, WATER AND SEWER LINE
APPURTENANCE SHOWN IN PLAN TO BE PROTECTED IN
PLACE ALL TIMES DURING CONSTRUCTION.
4. ALL EXISTING FACILITIES TO BE PROTECTED IN PLACE
UNLESS OTHERWISE NOTED.
WILY
RR%W CITY OF RIALTO 110' CITY OF FONTANA
8' LANDSCAPE EASEMENT rt
2% SLOPE
50 60
i 14' 36' 47'
CONSTRUCT VARIES EX. PAVEMENT
6' SIDEWALK 7•
v J REMOVE AND REPLACE '
27MAX AC PAVEMENT 1' WIDE FULL DEPTH AC
CITY OF FONTANA, CALIFORNIA
PROP, AC PVMT PROPOSED STAMPED PCC SEE
STREET IMPROVEMENT PLAN WIDENING LANDSCAPE PLANS
1' WIDE FULL DEPTH AC
DRAWN BY:7PA
BASELINE ROAD SALE: BASELINE ROAD SECTION
DSK FROM AS SHOWN
DESIGNED BY: DATE: N.T.S.
TTO AVE U E TO STA 13+48 10/12/2021 TI=s
DSK
CHECKED BY: A ROVE BY: AA// DRAWING NO.: 2
AM ITV ENGINEER R.C.E. 51g2�0 � 6149 2
PREPARED NDE THE SUPERVISION OF:
A M N HI H, RCE 676T4-, EXP. 06 30 ZOZ3 DA
RECOMMENDED OR AP ROVAL BY WILDAN ENGINEERING:
ROKALD J. STEIN, JR.,RCE 86877 DATE
AP t
�Y
4k-
DAV D S. ITY ENGINEER, RCE 43976 1 tDATEZ
M TECHNOLOGIES WC
CIVIL ENGINEERING
LAND PLANNING AND SUPVEMG
1 VENTURE M 130
1RVR4F, CALIFORNa 92618
PHONE (949) 339-5331
FAX (866) 426-2201
BENCHMARK: CITY OF RIALTO BM 052-88, CITY OF RIALTO BRASS DISC SET IN TC 4 FEET EAST OF
EAST END OF N/E CURB RETURN. 55 FEET EAST CENTERLINE TAMARIND 48 FEET
SOUTH CENTERLINE BASELINE.
S'LY
R%W
13'
CURVE TABLE
CURVE #
LENGTH
RADIUS
DELTA
Cl
5.77'
2.00'
163'30'07"
C2
13.93'
50.00'
15'57'41 "
C3
13.93'
50.00'
15'57'41 "
C4
78.40'
50.00'
89*50' 19"
C5
52.11'
35.00'
85'18'36"
C6
24.46'
35.50'
39'28'31 "
C7
23.07'
20.00'
66'05'27"
C8
31.61'
40.00'
45'16'52"
CITY OF RIALTO
PARCEL MAP # 20107
STREET IMPROVEMENT PLANS
BASE LINE ROAD IMPROVEMENTS
BASELINE ROAD AND PALMETTO AVENUE
FOR: PATRIOT PARTNERS PPD NO. 2019-0035
I&
SCALEi 1'=30'
1-0% N�m I
0 15 30 60
OF 5 SHEETS
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10+00 11+00
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14+00
BASELINESEWER: PROFILE
SEWSH bf ROVEMEW 9MM& NOTES
1 . ALL WORK SHALL BE DONE IN ACCORDANCE WITH CITY OF RIALTO STANDARD DRAWINGS, STANDARD SPECIAL PROVISIONS,
AND THE LATEST EDITION OF 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.
2. ALL MAINLINE SEWERS SHALL BE VCP BELL AND SPIGOT. RESIDENTIAL LATERALS SHALL BE 4"VCP BELL AND SPIGOT.
COMMERCIAL LATERALS SHALL BE 6"MINIMUM VCP BELL AND SPIGOT. NO SUBSTITUTIONS ALLOWED.
3. THE CONTRACTOR SHALL NOTIFY THE CITY OF RIALTO DEVELOPMENT SERVICES DEPARTMENT AT LEAST 48 HOURS PRIOR TO
THE START OF ANY PHASE OF CONSTRUCTION AND 24 HOURS PRIOR TO THE NEED OF INSPECTION.
4. EXCAVATION AND TRENCH WORK SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE STATE CONSTRUCTION SAFETY
x
0� 0
ORDERS. THE CONTRACTOR SHALL BE REQUIRED TO SHOW THAT A PERMIT FROM THE DIVISION OF INDUSTRIAL SAFETY HAS
BEEN OBTAINED BEFORE SEWER CONSTRUCTION PERMIT CAN BE ISSUED.
5. MANHOLE COVERS SHALL BE LEFT AT LEAST 6" BELOW SUB GRADE AND BROUGHT TO FINAL GRADE UPON COMPLETION OF
PAVING.
L
6. FOUR -INCH (4") V.C.P. SEWER LATERAL CONNECTIONS SHALL BE LAID TO GRADE AS ESTABLISHED BY THE ENGINEER SO
6.90 INV
PROP. R/W
I/W
THAT THE 4" V.C.P. WILL HAVE A MINIMUM COVER OF FOUR (4') TO THE TOP OF PIPE AT PROPERTY LINE AND SHALL HAVE A
MINIMUM GRADE OF 2%. ALL SEWER LATERALS SHALL BE LAID 90 DEGREES TO THE MAIN LINE. CONSTRUCTION SHALL BE
PER CITY STANDARD DRAWING NO LATERAL SHALL BE PLACED UNDER ANY DRIVEWAY APPROACH OR DRIVEWAY.
7. ALL COMPACTION SHALL BE PERFORMED AS SHOWN ON CITY OF RIALTO STANDARD NO. 1 1 0 AND THE STANDARD
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, CURRENT EDITION AND ADDENDUMS.
0 141
S 00'07'41" E
60.42���-----
8. ALL VITRIFIED CLAY PIPE JOINTS TO BE TYPE D OR TYPE G AS SPECIFIED IN THE STANDARD SPECIFICATIONS FOR PUBLIC
OOD
WORKS CONSTRUCTION, CURRENT ADDITION.
12+44.78
EX. SEWER MH
M-ff 14.70 R', 53
13.95 RIM
9. FINAL AIR TESTING FOR PIPELINE LEAKAGE SHALL BE MADE IN THE PRESENCE OF THE CITY INSPECTOR AFTER BACKFILL
AND COMPAC11ON HAVE BEEN COMPLETED BY THE CONTRACTOR AND INSPECTED, APPROVED AND ACCEPTED BY THE CITY.
----------
5.54 INY
3L
437 INV Al
10. ALL SEWER LINES TO BE BALLED IN THE PRESENCE OF THE CITY INSPECTOR AFTER FINAL TESTING AND MANHOLE COVERS
51
41
N
89*42'36' E -IrEX. MEDIAN
4.39 INV
8" SS
N OF PAVING. BALLING MUST BE COMPLETED TO THE SATISFACTION OF THE
"�EX.
CITY ENGINEER PRIOR TO OCCUPANCY RELEASES BEING ISSUED.
11+00
P"
00
�5�
1: W'
1 1. THE DEVELOPER'S ENGINEER SHALL. FURNISH A COMPLETE SET OF "AS-BUILT'PLANS ON ORIGINAL MYLARS TO THE CITY AT
10 00
THE COMPLETION OF THE SEWER WORK AND PRIOR TO PAVING OF STREETS, SHOWING LOCATION OF WYES AND END OF HOUSE
LATERALS AT THE PROPERTY LINE.
10+00 CL BASELINE 28+08.76
WDW4 02V
EX. WATi R"
CL PALMETTO
12. SAND BEDDING SHALL BE S.E. MIN. 30, 4"UNDER THE PIPE, AND 12"OF COLORED SAND OVER THE TOP OF PIPE UNLESS
OTHERWISE NOTED ON PLANS. COLOR TO BE APPROVED BY FIELD INSPECTOR PRIOR TO LAYING.
I 4 1 5 10+47.74 CL BASELINE
13. THE CURB AND GUTTER SHALL BE "ETCHED" SHOWING LATERAL LOCATIONS: "S"FOR SEWER, "G"FOR GAS, E"FOR
0
---------
ELECTRICAL; AND "W" FOR WATER.
14. STATE LAW (SB3019) REQUIRES THE CONTRACTOR TO CONTACT UNDERGROUND SERVICE ALERT (USA) AND OBTAIN AN
. ......
I 11 ION NUMBER IOR TO THE ISSUANCE OF THE CITYS ENCROACHMENT PERMIT. THE CONTRACTOR SHALL NOTIFY USA
TWO FULL WORKING DAYS (48 HOURS MINIMUM) IN ADVANCE OF ANY CONSTRUCTION ACTIVITIES.
--------- -
D w DENSE
15. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL OBTAIN A PERMIT TO WORK WITHIN THE PUBLIC RIGHT OF WAY, FROM
CONC,
---------
>
D Alt�'�
THE CITY OF RIALTO DEVELOPMENT SERVICES DEPARTMENT.
16. DRIVE APPROACH CENTERLINES SHALL BE STAKED WHEN SEWER LINES ARE STAKED.
17. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY'S INSPECTOR.
18. STREET TRENCHING, BACKFILLING AND PAVEMENT REPAIRS SHALL BE IN ACCORDANCE WITH CITY OF RIALTO STANDARD
CONSTRUCTION NOTES:
DRAWING NO. 64.
JOIN TO EXISTING STUB, POT HOLE PRIOR
TO CONNECTION.
CONFIRM
19. APPROVAL OF THESE PLANS BY THE C11Y OR ITS AGENTS DOES NOT RELIEVE THE ENGINEER AND THE APPLICANT FROM
OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST,
LOCATION AND ELEVATION.
INSTALL 8" VCP SEWER LINE TO THE INVERT
ELEVATIONS
AS SHOWN. ALL
I ISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL.
20. ALL NEW SANITARY SEWERS SHALL BE VIDEOTAPED, WITH TAPE SUPPLIED TO CITY ENGINEER, PRIOR TO CITY'S ACCEPTANCE
EPAIRED FOR ALL TRENCHING
PER
GREEN BOOK STANDARDS.
OF ANY NEW SEWER.
INSTALL CITY OF RIALTO STD MANHOLE PER
SS-202.
21. ALL SANITARY SEWER APPURTENANCES SHALL BE ABANDONED, RELOCATED AND/OR UPGRADED PER THE DIRECTION OF THE
SCALEt 1'=30'
(��Y-INSTALL CITY OF RIALTO STD 6" LATERAL PER SS-206.
CITY INSPECTOR, PER CITY OF RIALTO STANDARDS, REGARDLESS IF SHOWN ON PLANS OR NOT.
CITY OF RIALTO CONSTRUCTION INSPECTION HOURS
7:OOA.M. TO 5:OOP.M. -MONDAY THROUGH THURSDAY
0 15 30 60
0
MARK
APIDR,
DATE
r HI
PRE A UN R THE SUPERVISION OF:
10115,17,
M TKMOLOGIB WC
CIVIL FNGINFUUNG
CITY OF RIALTO
4
l-EH,
RCE
67674, E 121
DATE_
LANI)
I
PLANNING
VENTURE STE W
AND SUPEYING
STREET IMPROVEMENT
PLANS
OF 5 SHEETS
RE I
ROVAL BY WILDAN ENGINEERING:
'A L I G
C W674
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IRVR-4F., CALWORNIA 9X18
PHONE (%9) 3N-5n
BASE LINE SEWER
IMPROVEMENTS
-
BEFORE RE
[D
xp. 023
R"Llk J. TO j
RCE 86877
DATE
PALMETTO
AVENUE
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C/Vkv
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FAX
(866) 426-2201
APP D
IULL L 1-800-227-2600
A PI RVICE BY T
DESIGNED BY: DSK DRAWN
BY:
DSK
CAL\j
BENCHMARK:
CITY OF RIALTO BM 052-88, CITY OF RIALTO BRASS DISC SET IN TC 4 FEET EAST OF
URN. 55 FEET EAST CENTERLINE TAMARIND 48 FEET
FOR:
PATRIOT PARTNERS
PLAN
DAVID S. HAMMER, CITY
ENGINEER, RC
DATE
1
SOUTH CENTERLINE BASELINE.
PPD
NO.
2019-0035
N 0
THE USE OF PLASTIC PIPES IS GOVERNED BY THE FOLLOWING CRITERIA:
COMPOSITE PIPE (TRUSS PIPE)
DIRECT BURIAL CLOSED PROFILE WOUND PE
SEWER MATERIALS AND STRUCTURES
0. PLASTIC PIPES CAN BE BID AS AN ALTERNATE TO VCP OR RCP.
COMPOSITE PIPE IS A PLASTIC PIPE CONSISTING OF TWO CONCENTRIC TUBES WITH A "TRUSS"
DIRECT BURIAL CLOSED PROFILE WOUND PE PIPE MAY BE USED FOR MAIN LINE SEWERS
THE CITY S EXISTING WASTEWATER COLLECTION SYSTEM CONSISTS PRIMARILY OF VITRIFIED CLAY
CONNECTING THE TWO CONCENTRIC TUBES. THE PIPE BETWEEN THE CONCENTRIC TUBES IS
PROVIDED THE PRODUCT IS ON THE ENGINEER OF DESIGN'S APPROVED PIPE AND PIPE
PIPE (VCP) AND REINFORCED CONCRETE PIPE (RCP) WITH PLASTIC LINER PLATE. THERE ARE
b. PLASTIC PIPES SHALL NOT BE PERMITTED WHERE CONCENTRATED DISCHARGES OF
FILLED WITH CEMENTITIOUS SLURRY OR INERT MATERIALS. THE PLASTIC TUBES SHALL BE
PRODUCT SUPPLIER'S LIST.
SOME UNLINED CONCRETE PIPES, PLASTIC PIPES, BRICK ARCHES, CLAY TILE -LINED REINFORCED
INDUSTRIAL OR COMMERCIAL SEWAGE EXIST. WHERE THIS CANNOT BE AVOIDED THE
ACRYLONITRILE-BUTADIENE-STYRENE (ABS). THE REQUIREMENTS FOR THIS PIPE ARE SET
CONCRETE PIPE AND ARCHES. EXISTING STRUCTURES ARE PRIMARILY BRICK WITH CEMENT MORTAR
SEWER SHALL NOT BE PERMITTED TO BE CONSTRUCTED OF PLASTIC MATERIALS.
FORTH IN ASTM D2680 AND MODIFIED BY THE GREENBOOK. THIS PIPE MAY BE USED FOR
OTHER'S PLASTIC PIPES
OR REINFORCED CONCRETE LINED WITH PLASTIC LINER PLATE.
C. PLASTIC PIPE MAY BE USED WHEN ABRASIVE ACTION IN THE SEWER IS NOT ANTICIPATED.
MAIN LINE AND HC SEWERS.
THE DEPARTMENT OF PUBLIC WORKS/CITY ENGINEER CONTINUES TO REVIEW AND INVESTIGATE
FLOW VELOCITIES AND THE AMOUNT AND TYPES OF SOLIDS GENERATED SHALL BE
ABS SOLID WALL PIPE
PLASTIC PIPES FOR USE AS MAIN LINE SEWERS. ANY PIPE LISTED ON THE UPDATED
SEWER PIPE
CONSIDERED TO DETERMINE ABRASIVE ACTION. GENERALLY, VELOCITIES SHOULD NOT
APPROVED PIPE AND PIPE PRODUCT SUPPLIER'S LIST MAY BE USED.
EXCEED 12 FPS.
ABS PIPE MAYBE USED FOR BOTH MAIN LINE AND HC SEWERS. REQUIREMENTS ARE SET
SEWER PIPE MATERIALS AND CONSTRUCTION METHODS ARE SPECIFIED IN DETAIL IN THE SEWER
FORTH IN THE GREENBOOK.
CORRUGATED STEEL PIPE
POLICY PAPER AND THE STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION,
d. PLASTIC PIPE SEWERS SHALL BE LIMITED IN SIZE TO:
PVC SOLID WALL PIPE
CORRUGATED STEEL PIPE (CSP), ALSO KNOWN AS CORRUGATED METAL PIPE SHALL NOT
GREENBOOK. THE STRUCTURAL ENGINEER SHALL CHECK SEWER PIPE STRENGTH REQUIREMENTS.
1. MAIN LINE: 8 INCH TO 15 INCH.
USED FOR SEWER PIPE EXCEPT FOR TEMPORARY AND EMERGENCY SITUATIONS SUCH AS
ALL SEWER PIPES SHALL BE INSTALLED IN ACCORDANCE WITH THE PROJECT PLANS AND
PVC PIPE MAY BE USED FOR BOTH MAIN LINE AND HC SEWERS PROVIDED THE FOLLOWING
SPECIFICATIONS. ALL PIPE SIZES REFER TO THE NOMINAL INSIDE DIAMETER OF PIPE.
2. HOUSE CONNECTIONS: 6 INCH MINIMUM.
REQUIREMENTS ARE MET:
BYPASSING SEWAGE AROUND CURRENT CONSTRUCTION WORK. SINCE THE CSP ROUGHNESS
FACTOR (n) WILL SIGNIFICANTLY DIFFER FROM THE EXISTING SEWER PIPE AND AIR LINE
VITRIFIED CLAY PIPE
e. THE MAXIMUM DESIGN DEFLECTION FLATTENING FOR PLASTIC PIPE SHALL BE 3
0. ONLY PIPE CONFORMING TO ASTM D3034 IS APPROVED.
ROUGHNESS FACTORS, ANY DESIGN SHALL BE CHECKED THOROUGHLY TO ENSURE ADEQUATE
PERCENT FOR PVC COMPOSITE PIPE AND 5 PERCENT FOR SOLID WALL PVC AND
b. MINIMUM WALL THICKNESS SHALL CONFORM TO STANDARD DIMENSION RATIO (SDR) 35.
FLOW CAPACITY AND CONTINUITY DURING CONSTRUCTION.
VCP SEWER PIPE MAY BE SPECIFIED IN SIZES 6 INCH THROUGH 42 INCH. EXCEPT AS MODIFIED
ABS PIPE. TO ASSURE THAT SOLID WALL PLASTIC PIPE HAS SUFFICIENT STIFFNESS,
C. FILLERS IN THE RESIN SHALL NOT EXCEED 10 PARTS PER 100 PARTS OF RESIN BY
DUCTILE IRON PIPE
BY THE GREENBOOK, VCP AND FITTINGS SHALL BE EXTRA STRENGTH MANUFACTURED IN
THE MINIMUM WALL THICKNESS SDR (STANDARD DIMENSION RATIO OF PIPE
WEIGHT OF THE PVC RESIN.
ACCORDANCE WITH ASTM C 700.
OUTSIDE DIAMETER TO WALL THICKNESS) SHALL BE 35 FOR PVC.
DUCTILE IRON PIPE (DIP) IS SUPERIOR IN STRENGTH, RESISTANCE TO ELECTROLYTIC
d. ALL REQUIREMENTS SET FORTH IN THE SSPWC AND GREENBOOK ARE MET.
CORROSION, AND IT IS CONSIDERED SPARKPROOF. THESE QUALITIES SHALL BE CONSIDERED
f. SINCE CONCRETE WILL NOT BOND TO MOST PLASTICS, SOME FORM OF SEAL OR
WHEN HIGH STRENGTH SEWER PIPE OR PRESSURE PIPE IS REQUIRED. DIP IS PRIMARILY
REINFORCED CONCRETE PIPE
WATER STOP IS REQUIRED TO PROVIDE A WATERTIGHT MAINTENANCE HOLE
PE SOLID WALL PIPE
USED FOR FORCE MAINS BUT MAY USED FOR GRAVITY SEWERS WHEN WARRANTED.
CONNECTION. A MAINTENANCE HOLE COUPLING, CAN BE CAST DIRECTLY INTO THE
RCP SHALL BE USED FOR SEWERS LARGER THAN 42 INCH. EXCEPT AS MODIFIED BY THE
MAINTENANCE HOLE OR BASE OR GROUTED INTO PRECAST CONCRETE MAINTENANCE
PE PIPE MAY BE USED FOR BOTH MAIN LINE AND HC SEWERS PROVIDED THE FOLLOWING
GREENBOOK, RCP SHALL BE MANUFACTURED IN ACCORDANCE WITH ASTM C 76. PLASTIC LINER
HOLES. AS AN ALTERNATIVE, A RUBBER ADAPTOR RING CAN BE PLACED AROUND
REQUIREMENTS ARE MET:
PLATE CIRCUMFERENTIAL REQUIREMENTS SHALL BE DETERMINED AND SHOWN ON THE PLANS.
THE PIPE STUB TO BE CAST INTO THE MAINTENANCE HOLE WALL.
PLASTIC LINERS SHALL BE POLYVINYL CHLORIDE (PVC) CONFORMING TO THE GREENBOOK,
A. ONLY PIPE CONFORMING TO ASTM D 3350 IS APPROVED.
AND STANDARD PLANS. THE LINER PLATE SHALL EXTEND A MINIMUM OF 2 INCHES BELOW THE
g. UNLESS SPECIFIED, THE DESIGN CRITERIA SHALL BE THE SAME AS CURRENTLY
HYDRAULIC GRADE LINE AT MINIMUM FLOW.
USED FOR CLAY PIPE SEWERS.
B. MINIMUM WALL THICKNESS SHALL CONFORM TO STANDARD DIMENSION RIALTO (SDR) 21,
C. PIPE AND FITTING SHALL BE MADE FROM PE RESING COMPLYING WITH ASTM D 1248.
CONCRETE PIPE
PRIOR TO THE PREPARATION OF ANY SEWER PLAN, THE ENGINEER SHALL INVESTIGATE AND
D. ALL REQUIREMENTS SET FORTH IN SSPWC AND GREENBOOK ARE MET.
DETERMINE IF PLASTIC PIPE IS SUITABLE FOR THE PROJECT AS AN ALTERNATIVE PIPE
UNREINFORCED CONCRETE PIPE IS NOT PERMITTED FOR USE IN CITY SEWERS.
MATERIAL. IF PLASTIC SEWER PIPE IS ACCEPTABLE, THE PLANS SHALL CALL FOR "SEWER
CCFRPM PIPE
ASBESTOS CEMENT PIPE (ACP)
PIPE". IF PLASTIC SEWER PIPE IS UNACCEPTABLE FOR THIS PROJECT, THE PLANS SHALL
"VCP" "RCP".
CCFRPM PIPE MAY BE USED FOR MAIN LINE SEWERS PROVIDED THE PIPE CONFORMS TO
CALL FOR OR
ASTM D 3262 AND ALL REQUIREMENTS SET FORTH IN SSPWC AND GREENBOOK ARE MET.
ACP IS NOT PERMITTED FOR USE IN CITY SEWERS.
PLASTIC PIPE
DIRECT BURIAL PROFILED WOUND PE
BECAUSE OF RAPIDLY CHANGING NATURE OF SEWER PIPE MATERIALS, THIS SUBSECTION IS
DIRECT BURIAL PROFILE WOUND PE PIPE MAY BE USED FOR MAIN LINE SEWERS PROVIDED
SUBJECT TO MODIFICATION. IN GENERAL, PLASTIC PIPE IS PERMITTED ON ANY SEWER AS LONG
THE PRODUCT IS ON THE ENGINEER OF DESIGN'S APPROVAL PIPE PRODUCT SUPPLIER'S
AS IT IS APPROVED BY THE DIRECTOR OF PUBLIC WORKS/CITY ENGINEER.
LIST.
APPROVED Wr }
SEWER
APPROVED W j
SEWER
:, -
APPROVED )
SEWER
.~.
- APPROVED -
SEWER
�'� 11 /25/14
F.W. -rOFVCmr Erg DATE GENERAL NOTES
/' t 11 /25/14
GENERAL NOTES
/'L"" 11 /25/14
PW. DFECIOPvcm ENOWEER DATE GENERAL NOTES
/I
, `1 a'' 11 /25/14
P.W. DATE GENERAL NOTES
P.W. D roR/cmr ENaWEER DATE
REYHOW CRY OF RIALTO, CAUFORMA
REVOONS CRY OF RIALTO, CALFORMA
REV181ONS CITY OF RIALTO, CALI`OF NA
REVOCINS
CITY OF RIALTO, CAUFORMA
DATE
BY
MARK
APPROVED
DATE BY MARK APPROVED PUBLIC WORKS DEPARTMENT
PUBLIC WORKS DEPARTMENT'
DATE BY MARK APPROVED PUBLIC WORKS DEPARTMENT
DATE BY MARK APPROVED PUBLIC WORKS DEPARTMENT
ENC* EEFiNVG DNISM
EJQMEEFING DMSION
EJQNtNEERING DMSION
ENGNEERNVG DIVISION
STANDARD NO. 88-200
SHT 2 OF 4
STANDARD NO. SS-200 SHT 1 OF 4
STANDARD NO. 88-200 SHT 3 OF 4
STANDARD NO. SS-200 I SHT 4 OF 4
TOLL FREE -qmmw'- 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
DESIGNED BY: DSK
DRAWN BY: DSK CHECKED BY: AM
m
SH
W_zll "I,: .,,IV
s �
C
XP. 06/30/2023
qlF 0.
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AL�F�
PREPARED UNDER_JHE SUPERVISION OF:
I_1
ENDER"FOR—APPROVAL BY vWILDAN� ENGINEERING:
(dDAT1.
E
W�
M TKIWOL01rims Mc
CIVIL ENGINEERING
LAND PLANNING AND SURVEYING
1 VENTURE STE 130
IRVINE, CALIFORNIA 92618
PHONE (949) 339-5331
FAX (866) 426-2201
BENCHMARK: CITY OF RIALTO BM 052-88, CITY OF RIALTO BRASS DISC SET IN TC 4 FEET EAST OF
EAST END OF N/E CURB RETURN. 55 FEET EAST CENTERLINE TAMARIND 48 FEET
SOUTH CENTERLINE BASELINE.
CITY OF RIALTO
PARCEL MAP # 20107
STREET IMPROVEMENT PLANS
SEWER NOTES
BASELINE ROAD AND PALMETTO AVENUE
FOR PATRIOT PARTNERS I
PPD NO, 2.019-0035
5
OF 5 SHEETS
PLAN No...>L0'