HomeMy WebLinkAboutLD23-7306Permit Number: LD23-7306
LD - Utilities/ Excavation - Parallel
Issued: 01/10/2024
Expired: 11/06/2024
Job Address: 28790 Pujol St
Legal Description:
City of Temecula - Land Development Division
41000 Main Street - Temecula, CA 92590
Mailing Address: P.O. Box 9033 Temecula, CA 92589-9033
Phone: (951) 308-6395 Fax: (951) 694-6475
Colin Koch
3200 Park Center Dr., Suite 1000
Costa Mesa, CA 92626
(310) 359-3108
Applicant:
Brookfield Socal Land Constructors Llc
3200 Park Cetner Dr, 1000
Costa Mesa, CA 92626
(714) 200-1563
Contractor:
Utility Work Order Number: H1912P
Description:
UPDATE 4/16/2024: Change in Work Hours per Inspector (JW)
Approved to work Monday - Friday, no holidays, 7:00am - 6:00pm
Altair - Wet Utilities (RCWD H1912P)
WORK HOURS SHALL BE MONDAY – FRIDAY, NO HOLIDAYS, 7:00am – 4:30pm
Location: Vincent Moraga Dr S/O Felix Valdez and First St W/O Pujol St
Proposed work:
Extension of RCWD lines per approved RCWD "ALTAIR TRACT 36959 DOMESTIC & RECLAIMED WATER
IMPROVEMENT PLANS"
All facilities shall be installed in accordance with City Standard Drawing 117.
Traffic Control shall be in accordance with approved Traffic Control Plan LD23-7306
Permittee shall comply with all applicable Traffic Control General Notes.
Safe pedestrian/bicycle traffic and driveway access shall be maintained at all times.
Concrete repair shall be in accordance with City Standards and the Greenbook.
Trench repair shall be in accordance with City Standard Drawing 407.
Final compaction test results shall be provided by a soils engineer.
Concrete curbs, walks, gutters, cross gutters and driveway approaches damaged during construction shall be
removed from joint to joint and reconstructed in accordance with City Standards and the Greenbook.
All disturbed landscaping and other improvements shall be removed/repaired and replaced to the satisfaction of
Public Works Inspector.
Page 1 of 3*****See Page 2 of this Permit for Permittee Responsibilities*****
Permit Number: LD23-7306
LD - Utilities/ Excavation - Parallel
Permittee shall contact LDInspections@temeculaca.gov a minimum of two (2) business days prior to any work.
Permittee must also request a final inspection, via LDInspections@temeculaca.gov, to verify completion of
project.
Permittee Responsibilities
This Permittee agrees to indemnify, defend and save the City, its authorized agents, officers, representatives and employees,
harmless from and against any and all penalties, liabilities or loss resulting from claims or court action and arising out of any
accident, loss or damage to persons or property happening or occurring as a proximate result of any work undertaken under
the permit granted pursuant to this application.
Trench repair shall be pursuant to City of Temecula Standard Drawing No. 407.
3.Traffic control devices shall be utilized to protect and control pedestrian and vehicular traffic in the construction
area in accordance with the latest revision of the “Manual of Uniform Traffic Control Devices for Streets and
Highways” (MUTCD). The contractor shall submit a specific traffic control plan for review and approval by the
City in accordance with City “Traffic Control Plan Guidelines” for all work within Major Circulation Element
streets.
2.BEFORE YOU DIG - CALL (TOLL FREE) 800-422-4133
A pre-construction meeting is required two (2) business days prior to any scheduled work. Permittee
shall contact LDInspections@TemeculaCA.gov to schedule a meeting.
1.
4.
Water Quality: Contractor shall remain in compliance with the City Water Pollution Control Ordinance.
Contractor is required to provide protection of the City storm drain system.
5.
Work hours shall be limited between 7:30 AM and 4:30 PM, Monday through Friday, unless otherwise noted.
No work shall be allowed during City-recognized holidays."
6.
THIS PERMIT IS ISSUED AND ACCEPTED SUBJECT TO THE FOLLOWING CONDITIONS AND ANY ATTACHED
PROVISIONS:
All U.S.A. mark outs shall be removed prior to completion of project.7.
8.All contractors and subcontractors shall have a valid City of Temecula business license and valid Certificate of
Liability prior to start of work.
9.Should there be any claim against the City and the property owner with the encroachment being the proximate
cause, the property owner shall be notified in writing to remove the encroachment within 30 days or the City will
remove and bill the owner.
10.Permission is hereby requested to encroach into public right of way to perform work as set forth above. It is
understood that this permit is limited to the work described herein and that all work is to be done in compliance
with the provisions attached to this permit and with all other applicable rules. Permittee shall be responsible
for said compliance, for acceptability of the work, for repair or replacement thereof if defective, and for repair or
replacement of any existing improvement damaged by the doing of the work
I hereby certify and agree on behalf of the Permittee that all laws, regulations and ordinances of the City of
Temecula and the State of California and the terms and conditions of the Permit shall be complied with whether
herein stated or not.
11.
12.I hereby warrant and represent to the City that I am authorized to execute this Permit Application on behalf of
the Permittee and bind the Permittee to the agreements contained herein and any conditions of the Permit.
******Contractor and all subcontractors shall be present at the pre-construction
meeting; otherwise, the meeting will be rescheduled to a later date******
Any work commencing within the City right-of-way before permit issuance or a pre-construction meeting shall
be subject to a 72-Hour suspension of said work and an assessment of double permit fees.13.
Page 2 of 3
Permit Number: LD23-7306
LD - Utilities/ Excavation - Parallel
Permitee Date
City Engineer or Authorized Representative Date
01/10/2024
Page 3 of 3
12
'
**TO BE DETERMINED BY
THE CITY OF TEMECULA**
WORK HOURS
MONDAY-FRIDAY, NO HOLIDAYS,
7:00am - 4:30pm
LD23-7306TCP
VINCENT MORAGA DRIVE (45 MPH)
350'350'350'270'50'
350'350'350'270'
50'
12
'
**TO BE DETERMINED BY
THE CITY OF TEMECULA**
WORK HOURS
MONDAY-FRIDAY, NO HOLIDAYS,
7:00am - 4:30pm
LD23-7306TCP
1ST STREET (35 MPH)
250'250'250'210'50'
250'250'250'210'
50'
**
TO BE DETERMINED BY
THE CITY OF TEMECULA**
WORK HOURS
MONDAY-FRIDAY, NO HOLIDAYS,
7:00am - 4:30pm
LD23-7306TCP
VINCENT MORAGA DRIVE (45 MPH)
350'350'350'270'
350'350'350'270'
50'
3
2
4
DOMESTIC & RECYCLED WATER PLANS
CITY OF TEMECULA
VINCENT MORAGA DRIVE & FIRST STREET
RANCHO CALIFORNIA WATER DISTRICT
SHEET INDEX
KEY MAP
LEGEND OF ABBREVIATIONS
AC ASPHALT CONCRETE
ASS'Y ASSEMBLY
AV & AR AIR VACUUM & AIR RELEASE
BC BEGINNING OF CURVE
B.O.BLOW-OFF
BP BOTTOM OF PIPE
C&G CURB AND GUTTER
CENTERLINE
CML&C CEMENT MORTAR LINED & COATED
COT CITY OF TEMECULA
DI DUCTILE IRON
DIA DIAMETER
DP DESIGN PRESSURE
DWG DRAWING
EA EACH
EC END OF CURVE
EX EXISTING
ELEV ELEVATION
ESMT EASEMENT
FL FLOW LINE
FLG FLANGE
FM FORCE MAIN
FS FINISHED SURFACE
G GAS
GB GRADE BREAK
G.V.GATE VALVE
HDC HIGH DEFLECTION COUPLING
HORIZ HORIZONTAL
IE INVERT ELEVATION
INT INTERSECT
INV INVERT
LF LINEAR FEET
MAX MAXIMUM
MIN MINIMUM
MJR MECHANICAL JOINT RESTRAINT
MWT MINIMUM WALL THICKNESS
NA NOT APPLICABLE
NO.NUMBER
NTS NOT TO SCALE
PC PIECE
PCC POINT OF COMPOUND CURVE
PROP PROPOSED
PSI POUNDS PER SQUARE INCH
PVC POLYVINYL CHLORIDE
PVMT PAVEMENT
QTY QUANTITY
R/W RIGHT-OF-WAY
RCP REINFORCED CONCRETE PIPE
RCWD RANCHO CALIFORNIA WATER DISTRICT
RPPA REDUCED PRESSURE PRINCIPLE ASSEMBLY
RSGV RESILIENT SEATED GATE VALVE
RW RECLAIMED WATER
SD STORM DRAIN
ST STREET
STA STATION
STD STANDARD
TC TOP OF CURB
TEMP TEMPORARY
TP TOP OF PIPE
TYP TYPICAL
UGBO UNDERGROUND BLOW-OFF
VC VERTICAL CURVE
VERT VERTICAL
WSP WELDED STEEL PIPE
WTR WATERLINE
X-ING CROSSING
1 TITLE SHEET
2 VINCENT MORAGA DRIVE STA 8+50.00 TO 12+37.15
3 VINCENT MORAGA DRIVE STA 4+15.54 TO 8+50.00
4 FIRST STREET STA 15+33.61 TO 20+00.00
TITLE SHEET 1
4. CONSTRUCTION DRAWINGS
A. MINIMUM PIPE COVER SHALL BE 48" FROM FINISHED GROUND SURFACE.
B. WATER SYSTEM PROFILE ELEVATIONS ARE TO FLOW LINE OF PIPE.
C. STATIONING FOR PIPELINE AS SHOWN ON PLAN PORTION OF DRAWINGS IS
PERPENDICULAR TO CENTERLINE OF RIGHT-OF-WAY.
D. STANDARD UTILITY LOCATIONS SHALL BE PER RIVERSIDE COUNTY
STANDARD NO. 817 AND TITLE 22, §64572. FOR PROJECTS THAT CANNOT MEET
SEPARATION REQUIREMENTS BETWEEN POTABLE AND NON-POTABLE
PIPELINES, RCWD STANDARD DRAWING S-23 AND DEPARTMENT OF HEALTH
SERVICES’ GUIDANCE MEMO NO. 2003-2 MAY BE USED ONLY WITH WRITTEN
APPROVAL FROM THE STATE WATER RESOURCES CONTROL BOARD.
E. THE COORDINATES SHOWN ON THESE PLANS ARE IN THE NORTH AMERICAN
DATUM 1983, STATE PLANE, CALIFORNIA ZONE 6 COORDINATE SYSTEM.
F. PURSUANT TO 16 CALIFORNIA CODE OF REGULATIONS 404.1, NO FIELD
CHANGES TO THE CONSTRUCTION DRAWINGS ARE PERMITTED WITHOUT THE
RESPONSIBLE CHARGE OF A REGISTERED CIVIL ENGINEER THROUGH THE
PROCESS IDENTIFIED IN SECTION II.D. OF RCWD’S WATER SYSTEM FACILITY
REQUIREMENTS AND DESIGN GUIDELINES (LATEST VERSION). RCWD
INSPECTION AND ENGINEERING STAFF HAVE NO AUTHORITY TO APPROVE
FIELD CHANGES WITHOUT THE PRIOR STAMPED AND SEALED REVISIONS
APPROVED BY THE ENGINEER OF RECORD OR A SUCCESSOR ENGINEER. ALL
WORK DONE IN VIOLATION OF APPROVED PLANS SHALL BE EXCAVATED AND
REMOVED AT THE CONTRACTOR’S SOLE EXPENSE.
5. CONSTRUCTION TOLERANCES
PIPELINES SHALL BE CONSTRUCTED SO THAT ACTUAL FLOW LINE ELEVATIONS
ARE WITHIN 0.1 FOOT OF DESIGN FLOW LINE ELEVATIONS. PIPELINES, WHEN
INSTALLED, SHALL HAVE CONTINUOUS UPGRADE OR DOWNGRADE,
CORRESPONDING WITH DESIGN SLOPE, WITHOUT ANY HIGH SPOTS. PIPELINES
SHALL BE CONSTRUCTED SO THAT ACTUAL PIPELINE CENTERLINES ARE
WITHIN 0.1 FOOT OF DESIGN PIPELINE CENTERLINES.
PIPELINE CONSTRUCTION SHALL CONFORM WITH CONSTRUCTION DRAWINGS
IN ACCORDANCE WITH THE ABOVE SPECIFIED TOLERANCES. CONTRACTOR
SHALL ASSIST DISTRICT AS REQUIRED TO CONFIRM COMPLIANCE WITH
CONSTRUCTION TOLERANCES. CONTRACTOR SHALL MAKE OR ASSIST IN
MAKING ALL NECESSARY MEASUREMENTS AS DETERMINED BY DISTRICT.
6. INSPECTION DEPOSIT
THREE WEEKS PRIOR TO CONSTRUCTION, DEVELOPER/APPLICANT SHALL
MAKE A DEPOSIT FOR INSPECTION. INSPECTION DEPOSITS ARE BASED UPON
ESTIMATES. SHOULD ACTUAL COSTS BE GREATER, THE BALANCE SHALL BE
PAID TO THE DISTRICT BY THE APPLICANT. SHOULD ACTUAL COSTS BE LESS,
THE BALANCE SHALL BE REFUNDED TO THE APPLICANT. FEES/DEPOSITS ARE
SUBJECT TO CHANGE WITHOUT NOTICE.
7. ENGINEERING FIRM
PRIOR TO SIGNING OF WATER CONSTRUCTION DRAWINGS BY RCWD, ALL
QUESTIONS CONCERNING THIS PROJECT SHALL BE DIRECTED TO:
TIMOTHY BIRCH
(NAME)
PROJECT MANAGER
(TITLE)
HUNSAKER & ASSOCIATES SAN DIEGO, INC.
(FIRM)
RANCHO CALIFORNIA WATER DISTRICT
GENERAL CONSTRUCTION NOTES CONT'D
GENERAL
A. CONTRACTOR SHALL FURNISH AND INSTALL ALL FACILITIES IN
ACCORDANCE WITH RANCHO CALIFORNIA WATER DISTRICT'S
(RCWD/DISTRICT) STANDARD SPECIFICATIONS AND STANDARD DRAWINGS
FOR WATER AND SANITARY SEWER FACILITIES (LATEST REVISION). THE
SPECIFICATIONS AND STANDARD DRAWINGS ARE AVAILABLE FROM THE
DISTRICT’S WEBSITE AT WWW.RANCHOWATER.COM. CONTRACTOR SHALL
BE IN POSSESSION OF DISTRICT'S SPECIFICATIONS AND STANDARD
DRAWINGS ON THE JOB SITE AT ALL TIMES.
B. ALL PERMITS REQUIRED BY LAW SHALL BE ACQUIRED BY THE
DEVELOPER/APPLICANT OR THEIR CONTRACTOR.
C. ALL CONSTRUCTION SHALL CONFORM TO CURRENT CAL OSHA SAFETY
REQUIREMENTS.
D. APPROVAL BY RCWD IMPLIES NO PERMISSION OTHER THAN THAT WITHIN
THE DISTRICT'S JURISDICTION. REQUIREMENTS OF RCWD SHALL TAKE
PRECEDENCE OVER REQUIREMENTS OF OTHER AGENCIES ONLY WHEN
RCWD REQUIREMENTS ARE MORE STRINGENT.
E. CONTRACTOR SHALL NOTIFY RCWD'S CONSTRUCTION CONTRACTS
MANAGER A MINIMUM OF ONE WEEK PRIOR TO STARTING CONSTRUCTION. A
PRECONSTRUCTION MEETING WILL NOT BE SCHEDULED UNTIL ALL ITEMS IN
THE DEVELOPER’S INSPECTION PACKAGE HAVE BEEN SUBMITTED TO AND
APPROVED BY RCWD. A MINIMUM OF ONE WEEK IS REQUIRED FOR REVIEW
AND APPROVAL.
F. CONTRACTOR SHALL PROVIDE WRITTEN NOTIFICATION TO THE RCWD
CONSTRUCTION CONTRACTS MANAGER REQUESTING A SYSTEM SHUTDOWN
FOR CONNECTIONS TO EXISTING SYSTEM. SAID NOTIFICATION SHALL BE
MADE A MINIMUM OF THREE WEEKS PRIOR TO SAID SHUTDOWN.
G. CONTRACTOR SHALL DESIGNATE A QUALIFIED SUPERINTENDENT WITH
FULL AUTHORITY TO ACT ON BEHALF OF THE CONTRACTOR. SAID
SUPERINTENDENT SHALL BE ON THE JOB SITE AT ALL TIMES.
H. CONTRACTOR SHALL PERFORM ALL WORK UNDER RIVERSIDE COUNTY
ROAD DEPARTMENT, CITY OF TEMECULA, OR CITY OF MURRIETA
JURISDICTION IN ACCORDANCE WITH ALL REQUIREMENTS OF SAID
DEPARTMENT OR CITY INCLUDING TRAFFIC CONTROL, PAVEMENT REMOVAL,
TEMPORARY PAVEMENT PLACEMENT, PERMANENT PAVEMENT PLACEMENT
(INCLUDING BASE MATERIAL) AND TEMPORARY AND PERMANENT TRAFFIC
STRIPING.
I. APPROVAL OF THESE PLANS IS VALID FOR ONE YEAR FROM THE DATE
THEY WERE SIGNED BY RCWD.
2. PIPELINE AND APPURTENANCES
A. ALL VALVES, PIPING, AND APPURTENANCES SHALL BE DESIGNED TO MEET
OR EXCEED THE SPECIFIED MINIMUM DESIGN PRESSURE SHOWN ON THE
PLAN/PROFILE SHEETS. IN ADDITION, ALL VALVES, PIPING, AND
APPURTENANCES SHALL BE TESTED AT A PRESSURE OF 10% OVER SAID
MINIMUM DESIGN PRESSURE. VALVES SHALL BE CAPABLE OF
WITHSTANDING SAID TEST PRESSURE IN A CLOSED POSITION.
B. ALL MATERIALS, TESTING, AND INSPECTION SHALL BE IN CONFORMITY
WITH THE REQUIREMENTS OF RANCHO CALIFORNIA WATER DISTRICT,
RIVERSIDE COUNTY, CITY OF TEMECULA, CITY OF MURRIETA, AND/OR THE
AMERICAN WATER WORKS ASSOCIATION STANDARDS. FAILURE TO MEET
ANY REQUIREMENTS OF THE ABOVE REFERENCED ENTITIES WILL BE CAUSE
FOR REJECTION.
C. PIPE SHALL BE 8" PVC C900 DR-14.
D. VALVES 12" AND SMALLER SHALL BE RESILIENT SEATED GATE VALVES
UNLESS OTHERWISE SPECIFIED. VALVES 16" AND LARGER SHALL BE
BUTTERFLY VALVES UNLESS OTHERWISE SPECIFIED. VALVES SHALL BE
INSTALLED IN ACCORDANCE WITH RCWD STANDARD DRAWING NOS. RW-30
AND RW-31.
E. AIR VACUUM AND AIR RELEASE ASSEMBLIES SHALL BE INSTALLED IN
ACCORDANCE WITH RCWD STANDARD DRAWING NO. RW-9
F. ALL SERVICE CONNECTIONS SHALL BE 4" COPPER SERVICES BY 3"
METERS AS NOTED ON THE DRAWINGS. ALL SERVICES SHALL BE LOCATED
AS SHOWN ON THE DRAWINGS AND/OR AS DIRECTED BY RCWD INSPECTOR,
TO MISS DRIVEWAYS AND OTHER IMPROVEMENTS. SERVICE CONNECTIONS
SHALL BE INSTALLED IN ACCORDANCE WITH RCWD STANDARD DRAWING NO.
RW-13 OR RW-17A. ALL COMMERCIAL, INDUSTRIAL, MULTI-FAMILY,
LARGE-LOT, OR LANDSCAPE IRRIGATION METERS SHALL BE INSTALLED WITH
A DISTRICT APPROVED BACKFLOW DEVICE PER STANDARD DRAWING NO.
RW-18.
G. FIRE HYDRANTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH
STANDARD DRAWING NO. RW-8. UNLESS OTHERWISE SPECIFIED, THE
PRESSURE CLASS OF THE PIPE SELECTED FOR THE FIRE LATERAL SHALL BE
THE SAME AS THE MAIN IT IS CONNECTED TO.
H. WATER PIPELINE CONSTRUCTION SHALL BE IN ACCORDANCE WITH
STANDARD DRAWING NOS. RW-22, RW-24 AND RW-27 FOR PVC PIPE, AND
RW-25, RW27, RW-28, RW-29, AND RW-32 THROUGH RW-36 FOR WELDED
STEEL PIPE.
I. THRUST RESTRAINT SHALL BE PROVIDED BY WELDED JOINTS OR
MECHANICAL JOINT RESTRAINTS. IF CONCRETE THRUST BLOCKS ARE
ALLOWED BY RCWD, THRUST BLOCKS SHALL BE CONSTRUCTED IN
ACCORDANCE WITH RCWD STANDARD DRAWING NO. RW-26 WITH ALL
BEARING AREA SIZES CALLED OUT ON THE PLANS
3. UTILITIES
A. AT LEAST 48 HOURS BEFORE COMMENCING ANY EXCAVATION,
CONTRACTOR SHALL REQUEST UNDERGROUND SERVICE ALERT
(1-800-422-4133) AND NONMEMBER COMPANIES, OR UTILITIES TO MARK OR
OTHERWISE INDICATE THE LOCATION(S) OF THEIR SUBSURFACE FACILITIES
INCLUDING, BUT NOT LIMITED TO, STRUCTURES INCLUDING VAULTS, MAIN
CONDUCTORS OR CONDUITS, AND SERVICE CONNECTIONS.
B. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL EXPOSE EXISTING
WATERLINES AT PROPOSED CONNECTIONS AND CROSSINGS AND VERIFY
ELEVATIONS, LOCATIONS, AND SIZE OF EXISTING FACILITIES.
C. CONTRACTOR SHALL NOT INTERRUPT OR DISTURB ANY UTILITY FACILITY
WITHOUT AUTHORITY FROM THE UTILITY COMPANY. WHERE PROTECTION IS
REQUIRED TO ENSURE INTEGRITY OF UTILITY FACILITIES (INCLUDING
DISTRICT OWNED UTILITIES), CONTRACTOR SHALL FURNISH AND PLACE ALL
NECESSARY PROTECTION.
RANCHO CALIFORNIA WATER DISTRICT
GENERAL CONSTRUCTION NOTES
HUNSAKER& ASSOCIATES
LD23- 2175
RANCHO CALIFORNIA WATER DISTRICTBASIS OF BEARING
“”
“”
1381 PZ (RECYCLED WTR) 1305 PZ (DOMESTIC WTR)
CL
VICINITY MAP
CONSTRUCTION
NOTE NO.QTY UNIT LEGEND DESCRIPTION STD. DWG
RCWD LEGEND AND QUANTITIES
NOTICE TO CONTRACTOR
CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSISBILITY 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 THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR
ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR
LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.
EXISTING UNDERGROUND UTILITIES ARE AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION IN THE FIELD.
I CERTIFY THAT THE DESIGN OF THE WATER SYSTEM WITHIN THESE
PLANS IS IN ACCORDANCE WITH THE WATER SYSTEM MASTER PLAN OF
RANCHO CALIFORNIA WATER DISTRICT AND THAT THE WATER SERVICE,
STORAGE AND DISTRIBUTION SYSTEM WILL BE ADEQUATE TO SUPPLY
WATER TO SAID PROJECT.
THIS CERTIFICATION DOES NOT CONSTITUTE A GUARANTEE THAT IT WILL
SUPPLY WATER TO SAID PROJECT AT ANY SPECIFIC QUANTITIES, FLOWS,
OR PRESSURES FOR FIRE PROTECTION OR ANY OTHER PURPOSE.
_____________________________________ _____________
DIRECTOR OF ENGINEERING DATE
VINCENT MORAGA
FROM STA 4+43.50 TO 9+49.41
NOT TO SCALE
VINCENT MORAGA
FROM STA 10+76.54 TO 12+37.15
NOT TO SCALE
FIRST STREET
FROM STA 17+85.00 TO 19+40.00
NOT TO SCALE
SF2,834 CONSTRUCT UTILITY TRENCH1 RW-22
EA2 INSTALL 20" x 20" x 8" HOT TAPPING SLEEVE
(ROMAC SERIES SST OR APPROVED EQUAL)2
EA2 INSTALL 8" RSGV [(CL-150) (FLG X FLG)] PER
RCWD3 RW-30
& RW-31
EA23 WELD ON RING FLANGE [(CLASS E)(ID = 8.72" FOR
8" Ø OR 12.88" FOR 12" Ø)]4 RW-41
RW-25L.F.805 CONSTRUCT 8" CML&C STEEL (1/4" WALL)
PIPELINE (DESIGN PRESSURE = 200 PSI)
EA4 INSTALL 8" CML&C STEEL (FLGxFLG) 22.5° BEND RW-29A6
RW-9EA5INSTALL 1" Ø AIR AND VACUUM RELEASE
ASSEMBLY7
EA2 INSTALL 8" Ø MJR (EBBA IRON 2100
MEGAFLANGE OR APPROVED EQUAL)8
CONSTRUCT 8" [(C900)(DR-14)] PVC PIPELINE
(DESIGN PRESSURE = 200 PSI)RW-22L.F.1,0169
EA3 INSTALL 6" UNDERGROUND BLOW-OFF RW-1 & RW-410
EA6 INSTALL 8" CML&C STEEL (FLGxFLG)
11.25° BEND RW-29A11
12 EA5 INSTALL HIGH DEFLECTION COUPLING
13 EA6 MITER ENDS FO CML&C WATERLINE TO FIT AND
INSTALL BUTTSTRAP WITH HAND HOLE RW-32
14 EA2 INSTALL 4" [(C900)(DR-14)] PVC IRRIGATION
SERVICE LATERAL WITH ASSOCIATED 4" METER
RW-1,
RW-15A
& RW-17A
EA3 INSTALL DUCTILE IRON END CAP RW-2415
EA1 INSTALL 24" x 24" x 12" HOT TAPPING SLEEVE
(ROMAC SERIES SST OR APPROVED EQUAL)16
EA2 INSTALL 12" RSGV [(CL-150) (FLG X FLG)] PER
RCWD17 RW-30
& RW-31
18 RW-25CONSTRUCT 12" CML&C STEEL (1/4" WALL)
PIPELINE (DESIGN PRESSURE = 175 PSI)L.F.14 W
19 EA2 INSTALL 12" CML&C STEEL (FLGxFLG)
45° BEND RW-29A
EA1 INSTALL 12" Ø MJR (EBBA IRON 2100
MEGAFLANGE OR APPROVED EQUAL)20
21 CONSTRUCT 12" [(C900)(DR-14)] PVC PIPELINE
(DESIGN PRESSURE = 175 PSI)RW-22L.F.440 W
EA1 INSTALL SUPER FIRE HYDRANT ASSEMBLY (PVC
PIPE)22 RW-6
EA123
EA1
INSTALL 1" Ø COPPER (TYPE K) SERVICE LAT. W/
ASSOC. 3/4" Ø BADGER RECORDALL ALL METER
AND 3/4" RPPA BACKFLOW PREVENTION DEVICE
24
RW-1, RW-13,
RW-16 &
RW-18
INSTALL 12" Ø DI [(CL200)(FLG X FLG)] 45° ELBOW RW-29A
12/28/2023
Digitally signed by Dan Ruiz
DN: C=US, OU=Director of Engineering, O=Rancho California Water District, CN=Dan Ruiz, E=ruizd@ranchowater.com
Reason: I am the author of this document
Location: your signing location here
Date: 2024.01.02 07:51:47-08'00'
Foxit PDF Editor Version: 11.2.7
Dan Ruiz
Digitally signed by Dan Ruiz
DN: C=US, OU=Director of Engineering, O=Rancho California Water District, CN=Dan Ruiz, E=ruizd@ranchowater.com
Reason: I am the author of this document
Location: your signing location here
Date: 2024.01.02 07:51:59-08'00'
Foxit PDF Editor Version: 11.2.7
Dan Ruiz
Casey Arndt
Digitally signed by Casey Arndt
Date: 2024.01.02 08:39:16 -08'00'
Adobe Acrobat version:
2017.012.30262
Digitally signed by Justin Weeks
DN: C=US, OU=Field Services Supervisor-Facilities,
O=RCWD, CN=Justin Weeks, E=weeksj@ranchowater.com
Reason: I am the author of this document
Location: your signing location here
Date: 2024.01.02 10:26:54-08'00'
Foxit PDF Editor Version: 11.2.1
Justin WeeksGregory M.
Gill
Digitally signed by Gregory M. Gill
DN: cn=Gregory M. Gill, o=RCWD,
ou=Engineering,
email=gillg@ranchowater.com, c=US
Date: 2024.01.02 09:11:44 -08'00'
HUNSAKER& ASSOCIATES
LD23- 2175
RANCHO CALIFORNIA WATER DISTRICTBASIS OF BEARING
“”
“”
1381 PZ (RECYCLED WTR) 1305 PZ (DOMESTIC WTR)
VINCENT MORAGA DRIVE
08+50.00 TO 12+37.15
VINCENT MORAGA DRIVE
STA 08+50.00 TO STA 12+37.15
8+50 10+00
1010
1020
1005
REMARKSLENGTHBEARING/DELTA RADIUS
EXISTING CENTERLINE DATA
1015
9+00 11+00 12+00
1015
1010
1005
13+00
2
8+50.00 MATCHLINE
SEE SHEET 3
CONSTRUCTION NOTES
””
”
”
”
”
””
”
”
”
”
”
”
”
”
1020
RECLAIMED WATER DATA
REMARKSLENGTHBEARING/DELTA RADIUS
1015
1010
1005
W W W W W W W W W W W
W
W
W
W
W
W W
W
8+50.00 MATCHLINE
FELIX VALDEZ AVE.
EXISTINGGROUND ATCENTERLINE
EXISTINGGROUND ATCENTERLINE PROPOSED TOPOF LEFT 6"MEDIAN CURB
EXISTINGGROUND OVERLATERAL
PROFILE6" UGBO STA 11+94.48
EXISTINGGROUND OVERLATERAL
PROFILE6" UGBO STA 09+69.55
12/28/2023
Gregory M. Gill Digitally signed by Gregory M. Gill
DN: cn=Gregory M. Gill, o=RCWD, ou=Engineering,
email=gillg@ranchowater.com, c=US
Date: 2024.01.02 09:12:00 -08'00'
””
”
””
”
””
””
”
”
”
”
””
”
”
”
VINCENT MORAGA DRIVE
4+15.54 TO 8+50.00
VINCENT MORAGA DRIVE
STA 4+15.54 TO STA 8+50.00
5+00 6+00 7+00
HUNSAKER& ASSOCIATES
LD23- 2175
RANCHO CALIFORNIA WATER DISTRICTBASIS OF BEARING
“”
“”
1381 PZ (RECYCLED WTR) 1305 PZ (DOMESTIC WTR)
1025
1015
1020
1040
1030
REMARKSLENGTHBEARING/DELTA RADIUS
EXISTING CENTERLINE DATA
4+50 8+00 8+50
SEE SHEET 2
8+50.00 MATCHLINE
1035
1030
1025
1010
3
CONSTRUCTION NOTES
RECLAIMED WATER DATA
REMARKSLENGTHBEARING/DELTA RADIUS
1030
1040
1035
1030
1035
1040
W
W
W
W
W W W W W W W W W W
EXISTINGGROUND ATCENTERLINE
EXISTINGGROUND OVERLATERAL
PROFILE4" LATERAL
12/28/2023
Gregory M. Gill Digitally signed by Gregory M. Gill
DN: cn=Gregory M. Gill, o=RCWD, ou=Engineering,
email=gillg@ranchowater.com, c=US
Date: 2024.01.02 09:12:27 -08'00'
FIRST STREET
15+33.61 TO 20+00.00
FIRST STREET
STA 15+33.61 TO STA 20+00.00
HUNSAKER& ASSOCIATES
LD23- 2175
RANCHO CALIFORNIA WATER DISTRICTBASIS OF BEARING
“”
“”
1381 PZ (RECYCLED WTR) 1305 PZ (DOMESTIC WTR)
16+00 17+00 18+00
1015
1020
19+00
1035
1030
1025 1010
20+00
4
1020
1015
1005
1000
9951010
””
”
””
”
”
”
”
”
”
”
”
””
”
””
””
CONSTRUCTION NOTES
”
EXISTINGGROUND
W
W
W
W
W
W
W
W
W
W
W
RECLAIMED WATER DATA
REMARKSLENGTHBEARING/DELTA RADIUSRADIUSBEARING/DELTA LENGTH
CENTERLINE DATA WATER DATA
REMARKSLENGTHBEARING/DELTA RADIUS
PROPOSED CENTERLINEOF FIRST STREET
EXISTINGGROUND
12/28/2023
Gregory M. Gill Digitally signed by Gregory M. Gill
DN: cn=Gregory M. Gill, o=RCWD, ou=Engineering,
email=gillg@ranchowater.com, c=US
Date: 2024.01.02 09:12:48 -08'00'
LD23-7306
CLEARED BY
CITY OF TEMECULA
PUBLIC WORKS
Tricia.ortega 12/18/2023
12/18/2023 12/18/2023
12/18/20