Post on 07-Feb-2023
G-002
GENERAL NOTES, LEGEND
AND ABBREVIATIONS
AS NOTED
2
ECJ
RW
MWB
DISCLAIMER
THESE DOCUMENTS HAVE BEEN PREPARED FOR A SPECIFIC PROJECT AND
SHALL NEITHER BE ALTERED NOR REUSED FOR ANY OTHER PURPOSE.
ALSO, THESE DOCUMENTS DO NOT REPRESENT AS-BUILT CONDITIONS. IF
THESE DOCUMENTS ARE ALTERED INTENTIONALLY OR UNINTENTIONALLY,
OR REUSED WITHOUT THE DESIGN ENGINEER'S WRITTEN APPROVAL, IT WILL
BE AT THE SOLE RISK AND RESPONSIBILITY OF THE USER. THE ACT OF
ALTERING OR REUSING IS CONSTRUED AS INDEMNIFYING AND HOLDING THE
DESIGN ENGINEERING FIRM AND ITS EMPLOYEES HARMLESS FROM ALL
CLAIMS, DAMAGES, AND EXPENSES, INCLUDING ATTORNEY FEES, ARISING
OUT OF SUCH ACT.
x x x x
SD
SS
W
G
UE
UT
EMWD EASEMENT
FENCE
UNDERGROUND ELECTRICAL
UNDERGROUND TELEPHONE
GAS
STORM DRAIN
SANITARY SEWER
DOMESTIC WATER
RIGHT-OF-WAY
PROPERTY LINE
CENTERLINE
LEGEND
SEWER MANHOLE
FIRE HYDRANT
REDUCER
STREET LIGHT
VALVE
AIR RELEASE VALVE
BLOW-OFF
LOCATOR WIRE BOX
VAULT
GATE VALVE
SURVEY
TREE
PALM TREE
JUNCTION
OEOVERHEAD ELECTRICAL CABLE
RAWRAW WATER
UTILITY BOX
UTILITY POLE
CURB AND GUTTER
NEW PIPELINE
GALV GALVANIZED
R/W RIGHT OF WAY
SHT
ST
S
SCCP
ROW
STREET
SHEET
SLOPE
RIGHT OF WAY
STEEL CONCRETE CYLINDER PIPE
MH
PVC
RW
RT
REF
PO
PRC
PROP
PCC
NTS
PE
NIC
MAX
HORIZ
G.D.
MANHOLE
PLAIN END
NOT TO SCALE
RECYCLED WATER
POINT OF REVERSE CURVATURE
PUSH-ON TYPE JOINT
PORTLAND CEMENT CONCRETE
REFERENCE
POLYVINYL CHLORIDE
RIGHT
PROPOSED
NOT IN CONTRACT
MAXIMUM
GROOVED END
HORIZONTAL
EC
FG
FLG
FOC
EXIST
DIA OR Ø
DIP
CPTS
CML&C
C OR CL
CF
CB
FLANGE END
DUCTILE IRON PIPE
END OF CURVE
FINISHED GRADE
FACE OF CURB
EXISTING
DIAMETER
CURB FACE
CEMENT MORTAR LINED & COATED
CATHODIC PROTECTION TEST STATION
CENTERLINE
CATCH BASIN
BC
BFV
BO
AWWA
AC
ACP
AMERICAN WATER WORKS ASSOCIATION
ASBESTOS CEMENT PIPE
ASPHALT CONCRETE
BEGINNING OF CURVE
BLOWOFF ASSEMBLY
BUTTERFLY VALVE
VCP
TYP
TOG
TOP
ON CENTER
TYPICAL
TOP OF GRATE
TOP OF PIPE
DW DOMESTIC WATER
WS WATER SERVICE
SD STORM DRAIN
BOP BOTTOM OF PIPE
CLR CLEAR DISTANCE
FS FINISHED SURFACE
IE INVERT ELEVATION
TOC TOP OF CONCRETE
VERT VERTICAL
RCP REINFORCED CONCRETE PIPE
STD STANDARD
LF LINEAR FEET
PRV PRESSURE REDUCING VALVE
EP EDGE OF PAVEMENT
FH FIRE HYDRANT
LT LEFT
MJ MECHANICAL JOINT
SS SANITARY SEWER
STA STATION
W WEST
CG CENTER GRADE
EL OR ELEV ELEVATION
INV INVERT
MIN MINIMUM
PT POINT OF TANGENT
R RADIUS
RED REDUCER
REQ'D REQUIRED
REV REVISED
STL STEEL
TCTOP OF CURB
CMB CRUSHED MISCELLANEOUS BASE
GB GRADE BREAK
PC POINT OF CURVATURE
AC ASPHALT CONCRETE
L
CL CLASS
CP CATHODIC PROTECTION
CSP CORRUGATED STEEL PIPE
CONC CONCRETE
ABBREVIATIONS
PH POTHOLE
CDF CONTROL DENSITY FILL
ASSY ASSEMBLY
DTL DETAIL
DWG DRAWING
PSI POUNDS PER SQUARE INCH
RSGV RESILIENT-SEATED GATE VALVE
CORP CORPORATION
RCFCWCD RIVERSIDE COUNTY FLOOD CONTROL
ABAN ABANDONED
REVISIONS
I.D.
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UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
BEFORE YOU DIG
DIAL TOLL FREE
AT LEAST TWO DAYS
811
NO. DATE DESCRIPTION APP'D/DATEINITIALS
APPROVED BY:
DIRECTOR OF ENGINEERING DATE
REFERENCES
EASTERN MUNICIPAL WATER DISTRICT
PROJECT MANAGER DATE
APPROVALS
DATEINITIALS
PROJECT ENG.
INSPECTION
OPERATIONS
MAINTENANCE
DESIGNED:
DRAWN:
CHECKED:
SUBMITTED:
DATE
SCALE:
EASTERN MUNICIPAL WATER DISTRICT
RIVERSIDE COUNTY, CALIFORNIA
S.A.
W.O.
C.O.
COORD.
SHT. OF
DWG. __-________
24
42
41473 (6) (7) (8)
40A-19
WELLS 201, 202, AND 203
PHASE 1B CONVEYANCE PIPELINES
DC
BAM
DG
DB
17885 Von Karman Ave, Suite 500
Irvine, California 92614
PHONE: (949) 809-5000 FAX: (949) 809-5010
17
SPEC. 1341W1719 PZ
09/09/2020
Greg Kowalski, P.E.07/2020
07/2020
07/2020
07/2020
07/2020
07/2020
07/2020
07/2020
Shaun Stone, P.E. 9/20209/2020
SHEET INDEX
DWG NO. DESCRIPTION
D-70152TITLE SHEET, LOCATION MAP AND VICINITY MAP
D-70153GENERAL NOTES, LEGEND AND ABBREVIATIONS
D-70154 HORIZONTAL CONTROL
D-70156 WELL 201 PIPELINE PLAN AND PROFILE STA 300+00.00 TO STA 308+00.00
D-70157 WELL 201 PIPELINE PLAN AND PROFILE STA 308+00.00 TO STA 312+75±
D-70158
D-70159
D-70160
D-70161
D-70162
D-70163
D-70164 WELL 201 BLOWOFF PIPELINE PLAN AND PROFILE STA 600+00.00 TO STA 608+00.00
D-70165
D-70166 PIPELINE CROSS SECTIONS
WELL 202 PIPELINE PLAN AND PROFILE STA 398+39.00 TO STA 408+00.00
WELL 202 PIPELINE PLAN AND PROFILE STA 408+00.00 TO STA 417+43±
WELL 203 PIPELINE PLAN AND PROFILE STA 510+00.00 TO STA 515+50.00
WELL 203 PIPELINE PLAN AND PROFILE STA 515+50.00 TO STA 524+00.00
WELL 203 PIPELINE PLAN AND PROFILE STA 524+00.00 TO STA 532+00.00
WELL 203 PIPELINE PLAN AND PROFILE STA 532+00.00 TO STA 534+07±
WELL 201 BLOWOFF PIPELINE PLAN AND PROFILE STA 608+00.00 TO STA 609+83±
D-70167 CONNECTION DETAILS
D-70168 MISCELLANEOUS DETAILS
D-70155 SHUTDOWN SCHEDULE
AND WATER CONSERVATION DISTRICT
EMWD EASTERN MUNICIPAL WATER DISTRICT
G GAS
PL PROPERTY LINE
ECC ECCENTRIC
FOT FLAT ON TOP
AR/ARV AIR VACUUM AND AIR RELEASE VALVE
ANG ANGLE
RAW RAW WATER
LN LANE
UE UNDERGROUND ELECTRIC
CATV CABLE TELEVISION
IRR IRRIGATION
OE OVERHEAD ELECTRIC
UT UNDERGROUND TELEPHONE
GV GATE VALVE
WM WATER METER
RCP REINFORCED CONCRETE PIPE
B-X
BORING
MONUMENT
D 70153
JOB SITE SAFETY
BY ACCEPTING THIS CONTRACT, CONTRACTOR HEREBY RELEASES AND
AGREES TO IMDEMNIFY, DEFEND, HOLD HARMLESS EASTERN MUNICIPAL
WATER DISTRICT (DISTRICT), THE CITY OF SAN JACINTO (CITY), TETRA TECH,
INC. (HEREINAFTER ENGINEERS), THEIR PARENT AND SUBSIDIARY
COMPANIES, AGENTS, EMPLOYEES, CONSULTANTS AND REPRESENTATIVES
FOR ANY AND ALL DAMAGE TO PERSONS OR PROPERTY OR WRONGFUL
DEATH REGARDLESS OF WHETHER OR NOT SUCH CLAIM, DAMAGE, LOSS OR
EXPENSE IS CAUSED IN WHOLE OR IN PART BY THE NEGLIGENCE, ACTIVE OR
PASSIVE, OF THE DISTRICT, CITY, ENGINEER, THEIR PARENT AND
SUBSIDIARY COMPANIES, AS WELL AS THEIR AGENTS AND EMPLOYEES,
EXCEPTING ONLY THE SOLE NEGLIGENCE OF THE DISTRICT, CITY,
ENGINEER, THEIR PARENT AND SUBSIDIARY COMPANIES AND THEIR AGENTS
AND EMPLOYEES TO THE FULLEST EXTENT PERMITTED BY LAW. SUCH
INDEMNIFICATION SHALL EXTEND TO ALL CLAIMS, DEMANDS, ACTIONS, OR
LIABILITY FOR INJURIES, DEATH OR DAMAGES OCCURRING AFTER
COMPLETION OF PROJECT, AS WELL AS DURING THE WORK'S PROGRESS.
CONTRACTOR FURTHER AGREES THAT IT SHALL ACCOMPLISH THE ABOVE
AT ITS OWN COST, EXPENSE AND RISK EXCLUSIVE OF AND REGARDLESS OF
ANY APPLICABLE INSURANCE POLICY OR POSITION TAKEN BY ANY
INSURANCE COMPANY REGARDING COVERAGE.
OR NAIL
STRUCTURE
LOCATION
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE PROJECT
SPECIFICATIONS, EMWD STANDARDS AND CITY OF SAN JACINTO PERMIT. THE
CONTRACTOR SHALL HAVE A COPY OF THESE PLANS, THE SPECIFICATIONS,
THE PERMITS, AND THE STANDARD SPECIFICATIONS ON THE JOB SITE AT ALL
TIMES.
2. THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (USA) AT
1-800-227-2600 OR 811 AND ALL PUBLIC UTILITY COMPANIES AND OWNERS OF
ALL PRIVATE FACILITIES AT LEAST 48 HOURS IN ADVANCE OF PERFORMING
ANY WORK WITHIN SAID AREA.
3. ALL CONCRETE SHALL MEET THE REQUIREMENTS OF SPECIFICATION SECTION
03300.
4. CONTRACTOR SHALL MAINTAIN THE WORK AREA IN A NEAT, SAFE, CLEAN AND
SANITARY CONDITION AT ALL TIMES. STREETS SHALL BE KEPT CLEAN OF
DEBRIS, WITH DUST AND NUISANCE BEING CONTROLLED. THE CONTRACTOR
SHALL ALSO BE RESPONSIBLE FOR ANY CLEANUP OF ADJACENT STREETS
AFFECTED BY HIS CONSTRUCTION. CONTRACTOR TO CLEAN STREETS WITH
SWEEPER PRIOR TO END OF EACH WORK DAY AS A MINIMUM.
5. THE CONTRACTOR SHALL POTHOLE AND LOCATE EXISTING CROSSING AND
PARALLEL UNDERGROUND UTILITIES AND POINTS OF CONNECTION AT LEAST
THREE WEEKS IN ADVANCE OF THE PIPELINE CONSTRUCTION. THE
CONTRACTOR SHALL BE LIABLE FOR ANY ADDITIONAL COST REQUIRED IN THE
EVENT THAT HE HAS NOT CORRECTLY LOCATED THE EXISTING UTILITIES.
6. THE CONTRACTOR SHALL CONFINE ALL OF HIS ACTIVITIES TO THE AREAS
WITHIN THE EXISTING STREET RIGHT-OF-WAY OR THE WORK AREAS SHOWN
ON THESE PLANS UNLESS HE OBTAINS WRITTEN CONSENT FROM THE
PROPERTY OWNER.
7. PRIOR TO COMMENCEMENT OF WORK, ALL SURVEY MONUMENTS IN THE
PROJECT AREA SHALL BE LOCATED AND TIED OUT BY THE CONTRACTOR. ALL
CENTERLINE MONUMENTS OR TIES LOST, REMOVED OR DESTROYED BY ANY
ACT OF THE CONTRACTOR SHALL BE REPLACED AND NEW TIE SHEETS
PROVIDED. METHOD OF ESTABLISHMENT SHALL BE STATED ON THE TIE
SHEET.
8. THE CONTRACTOR SHALL PROTECT IN PLACE EXISTING SEWER, GAS, WATER
LATERALS AND OTHER UTILITIES OR REPLACE IN KIND. LOCATIONS OF
EXISTING UTILITIES AND SUBSTRUCTURES SHOWN ON THE DRAWINGS ARE
APPROXIMATE ONLY. CONTRACTOR SHALL VERIFY EXACT LOCATIONS,
ELEVATIONS AND DIMENSIONS IN THE FIELD PRIOR TO CONSTRUCTION IN THE
AREA OF THE SPECIFIC SUB-STRUCTURE/UTILITY. SEE GENERAL NOTE NO. 5
ABOVE.
9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO ALL EXISTING
UTILITIES, PAVEMENT, CURB, TRAFFIC STRIPPING AND MARKINGS, TRAFFIC
DETECTOR LOOPS, SPEED BUMPS, STRUCTURE, TREES, LANDSCAPING, AND
IRRIGATION SYSTEMS AS A RESULT OF HIS OPERATIONS, AND WILL BE
REQUIRED TO REPAIR OR REPLACE IN-KIND, TO A CONDITION SATISFACTORY
OF, AND AS DIRECTED BY THE DISTRICT AND THE CITY OF SAN JACINTO.
10. ALL TRAFFIC SIGNAL CONDUITS AND LOOPS HAVE NOT BEEN SHOWN ON
THESE PLANS. CONTRACTOR SHALL DETERMINE LOCATION OF ALL IMPACTED
FACILITIES AND REPLACE ALL TRAFFIC SIGNAL CONDUITS AND LOOPS
DAMAGED OR REMOVED DURING CONSTRUCTION TO THE CITY OF SAN
JACINTO'S SATISFACTION.
11. CONTRACTOR SHALL BE RESPONSIBLE FOR IDENTIFYING AND ACQUIRING
STAGING OR MATERIAL STOCK PILE AREAS, SUBJECT TO APPROVAL OF THE
DISTRICT.
12. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS FROM THE CITY OF
SAN JACINTO BEFORE COMMENCING WORK. THE CONTRACTOR SHALL
PROVIDE A 24 HOUR TELEPHONE NUMBER FOR EMERGENCY REPAIRS TO
TRAFFIC CONTROL AND PAVEMENT MARKINGS.
13. THE CONTRACTOR SHALL EITHER BACKFILL AND PLACE BASE PAVEMENT OR
STEEL PLATE TRENCH EXCAVATION AT THE END OF EACH WORK DAY SO ALL
TRAVEL LANES CAN BE OPEN TO TRAFFIC. SEE SPECIFICATIONS FOR STEEL
PLATE REQUIREMENTS. STEEL PLATES WITHIN TRAVEL LANES SHALL BE
LIMITED TO 200 FEET. ALL WORK SHALL BE IN ACCORDANCE WITH THE CITY
PERMIT.
14. ALL APPROACHES TO PRIVATE DRIVEWAYS, DRIVEWAYS AND INTERSECTING
STREETS SHALL BE KEPT OPEN TO TRAFFIC AT ALL TIMES. THE DISTRICT
SHALL INFORM ALL PROPERTY OWNERS OR BUSINESSES A MINIMUM OF ONE
WEEK PRIOR TO ANY CONSTRUCTION THAT WILL IMPEDE THE NORMAL
ACCESS TO THEIR DRIVEWAYS. THE CONTRACTOR SHALL NOTIFY THE
DISTRICT A MINIMUM OF TWO WEEKS OF AFFECTED PROPERTY OWNER OR
BUSINESS THAT REQUIRE NOTIFICATION.
15. DISRUPTED OR DAMAGED STREET LIGHTING SYSTEMS SHALL BE REPAIRED
OR REPLACED TO CITY STANDARDS. DAMAGED STREET LIGHT CONDUIT OR
CABLE SHALL BE REPLACED FROM POLE TO POLE (NO SPLICING WILL BE
ALLOWED).
16. THE CONTRACTOR SHALL RENEW OR REPLACE ANY EXISTING TRAFFIC
STRIPING AND/OR PAVEMENT MARKINGS WHICH DURING HIS OPERATIONS
HAVE BEEN EITHER REMOVED OR THE EFFECTIVENESS HAS BEEN REDUCED.
17. LOOSE EXCAVATED MATERIAL SHALL NOT BE PLACED OR STORED IN
WATERWAYS OR STORM DRAIN CHANNELS. ALL EXCESS EXCAVATED SOIL
AND MATERIALS SHALL BE REMOVED AND DISPOSED OF IN A PROPER AND
LEGAL MANNER BY THE CONTRACTOR. ALL DISTURBED SURFACE AREAS
SHALL BE SHAPED TO FACILITATE DRAINAGE AND AVOID PONDING AND SHALL
BE RESTORED TO NEAR NATURAL OR PRE-CONSTRUCTION CONDITIONS.
18. THE CONTRACTOR SHALL CONDUCT HIS CONSTRUCTION OPERATIONS IN
SUCH A MANNER THAT STORM OR OTHER WATERS MAY PROCEED
UNINTERRUPTED ALONG THE STREET OR DRAINAGE COURSES.
CONSTRUCTION SITES SHALL BE MAINTAINED IN SUCH A CONDITION THAT AN
UNANTICIPATED STORM DOES NOT CARRY WASTES OR POLLUTANTS OFF THE
SITE. SUCH "DISCHARGES" OF MATERIAL OTHER THAN STORM WATER ARE
ALLOWED ONLY WHEN NECESSARY FOR PERFORMANCE AND COMPLETION OF
CONSTRUCTION PRACTICES AND WHERE THEY DO NOT: CAUSE OR
CONTRIBUTE TO A VIOLATION OF ANY WATER QUALITY STANDARD; CAUSE OR
THREATEN TO CAUSE POLLUTION, CONTAMINATION, OR NUISANCE; OR
CONTAIN A HAZARDOUS SUBSTANCE IN A QUANTITY REPORTABLE UNDER
FEDERAL REGULATIONS 40 CFR PARTS 117 AND 302.
MATERIALS WHICH MAY HAVE EFFECTS OF POLLUTION INCLUDE BUT ARE NOT
LIMITED TO: SOLID OR LIQUID CHEMICAL SPILLS; WASTES FROM PAINTS,
STAINS, SEALANTS, GLUES, LIMES, PESTICIDES, HERBICIDES, WOOD
PRESERVATIVES AND SOLVENTS; ASBESTOS FIBERS, PAINT FLAKES OR
STUCCO FRAGMENTS; FUELS, OILS, LUBRICANTS, AND HYDRAULIC, RADIATOR
OR BATTERY FLUIDS; FERTILIZERS, VEHICLE/EQUIPMENT WASH WATER AND
CONCRETE WASH WATER; CONCRETE DETERGENT OR FLOATABLE WASTES;
WASTES FROM ANY ENGINE/EQUIPMENT STEAM CLEANING OR CHEMICAL
DEGREASING, AND SUPER CHLORINATED WATER LINE FLUSHINGS.
DURING CONSTRUCTION, DISPOSAL OF SUCH MATERIALS SHOULD OCCUR IN
A SPECIFIED AND CONTROLLED TEMPORARY AREA ONSITE PHYSICALLY
SEPARATED FROM POTENTIAL STORM WATER RUN-OFF, WITH ULTIMATE
DISPOSAL IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL
REQUIREMENTS.
19. CONTRACTOR SHALL DEMONSTRATE EXTREME CAUTION WHEN TRENCHING IN
CLOSE PROXIMITY TO OTHER UTILITIES. ANY SIGN OF DEGRADATION OF THE
TRENCH WALL INTEGRITY WILL NOT BE TOLERATED AND WILL FORCE THE
STOPPAGE OF WORK UNTIL THE TRENCH INTEGRITY IS ADEQUATELY
RESTORED.
20. VALVE CANS AND MANHOLES TO BE ADJUSTED TO GRADE AFTER FINAL
PAVING.
21. THE CONTRACTOR SHALL BE LIMITED TO THE WORKING HOURS LISTED IN THE
SPECIAL CONDITIONS OF THE PROJECT SPECIFICATIONS AND PERMIT
REQUIREMENTS.
22. THE LIMITS AND THICKNESS OF PAVEMENT REPLACEMENT WITHIN THE CITY
OF SAN JACINTO RIGHT-OF-WAY SHALL BE PER THE CITY OF SAN JACINTO
PERMIT.
23. WHERE INVESTIGATIONS OF SUBSURFACE OF SUBSURFACE CONDITIONS
HAVE BEEN MADE BY THE DISTRICT IN RESPECT TO FOUNDATION OR OTHER
STRUCTURAL DESIGN, AND THAT INFORMATION IS SHOWN IN THE PLANS, SAID
INFORMATION REPRESENTS ONLY THE STATEMENT BY THE DISTRICT AS TO
THE CHARACTER OF THE MATERIAL WHICH HAS ACTUALLY BEEN
ENCOUNTERED BY INVESTIGATION, AND IS FOR REFERENCE ONLY FOR THE
PURPOSE OF DESIGN. THE DISTRICT ASSUMES NO RESPONSIBILITY
WHATSOEVER WITH RESPECT TO THE SUFFICIENCY OR ACCURACY OF THE
BORINGS OR THE LOG OF TEST BORINGS OR OTHER PRELIMINARY
INVESTIGATIONS. THE CONDITIONS INDICATED ARE REPRESENTATIVE OF
THOSE EXISTING THROUGHOUT THE WORK.
24. THE CONTRACTOR SHALL BE RESPONSIBLE TO REPORT DISCREPANCIES IN
PLANS AND/OR CONDITIONS IMMEDIATELY TO THE DESIGN ENGINEER FOR
RESOLUTION PRIOR TO OONSTRUCTION, AND SHALL BE RESPONSIBLE FOR
DISCREPANCIES NOT SO REPORTED AND RESOLVED.
25. THE CONTRACTOR SHALL CONSTRUCT LOCATOR WIRE AND JUNCTION BOXES
ALONG ALL NEW PRESSURE PIPELINES PER EMWD STD DWG B-656. LOCATE
JUNCTION BOXES APPROXIMATELY EVERY 500 LF. THE FINAL LOCATION OF
THE JUNCTION BOXES SHALL BE DETERMINED IN THE FIELD AND
COORDINATED WITH EMWD.
GENERAL NOTES
1. WATER PIPELINE AND APPURTENANT CONSTRUCTION SHALL BE IN
ACCORDANCE WITH EMWD STANDARDS AND SPECIFICATIONS.
2. PRIOR TO CONSTRUCTION OF PIPELINE, CONTRACTOR SHALL EXPOSE
EXISTING WATER SYSTEM AND VERIFY ITS EXISTING ELEVATION AND
LOCATION.
3. WHERE SEWERS HAVE BEEN CONSTRUCTED BY AGENCIES OTHER THAN
EMWD, CONTRACTOR SHALL VERIFY SEWER LATERAL LOCATIONS PRIOR TO
EXCAVATION FOR WATER PIPELINE. IN THE EVENT SEWER LATERALS ARE
FOUND TO BE AT A DEPTH LESS THAN IN ACCORDANCE WITH EMWD SEWER
STANDARDS, WATER PIPELINE CONTRACTOR SHALL ADJUST WATER
PIPELINE DEPTH AS DIRECTED BY ENGINEER TO CROSS OVER THE SEWER
LATERAL, IF POSSIBLE, TO PROVIDE 36" MINIMUM COVER TO FINISH ROAD
GRADE; OTHERWISE, CROSS UNDER THE LATERAL, WHICH REQUIRES
SPECIAL CONSTRUCTION.
4. STATIONS SHOWN ARE ALONG THE CENTERLINE OF THE PIPELINE.
5. ELEVATIONS SHOWN ON PIPELINE PROFILE APPLY TO CENTERLINE (CENTER
GRADE) OF PIPE OR CENTERLINES AT POINTS OF INTERSECTION OR SLOPE
CHANGES.
6. THE TOP OF THE RAW WATER MAIN SHALL BE A MINIMUM OF 42 INCHES
BELOW STREET PAVEMENT OR FINISH GRADE. IF THE MINIMUM COVER CAN
NOT BE MET, THE CONTRACTOR SHALL NOTIFY THE ENGINEER OR THE
DISTRICT FOR GUIDANCE. FOR COVER LESS THAN 36" INSTALL CONCRETE
CAP PER EMWD STANDARD DRAWING B-408.
7. PIPELINES SHALL BE PRESSURE TESTED TO THE TEST PRESSURE INDICATED
BELOW IN ACCORDANCE WITH EMWD SPECIFICATIONS:
MINIMUM TEST PRESSURE = 225 PSI
RESULTS SHALL BE SUBMITTED IN WRITING TO THE DISTRICT INSPECTOR.
8. PIPE BEDDING SHALL CONFORM TO THE PROJECT SPECIFICATIONS AND
EMWD STD DWG B-286B.
9. ALL BURIED VALVES SHALL BE PROVIDED WITH RISERS, VALVE BOXES AND
COVER PER PROJECT SPECIFICATIONS AND PER EMWD STD DWG B-255.
10. ALL BURIED D.I. PIPE, VALVES, FITTINGS, ETC. SHALL BE WRAPPED IN TWO
LAYERS OF V-BIO POLYETHYLENE AT THE TIME OF INSTALLATION PER
SPECIFICATION SECTION 15064 AND EMWD STANDARDS.
11. SHUT DOWN OF EXISTING LINES TO FACILITATE CONNECTION TO EXISTING
FACILITIES SHALL BE COORDINATED WITH THE DISTRICT. ONLY DISTRICT
STAFF SHALL OPERATE DISTRICT FACILITIES.
12. CONTRACTOR SHALL VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF
ALL POINTS OF CONNECTION PRIOR TO COMMENCING CONSTRUCTION. SEE
GENERAL NOTE NO. 5.
13. AIR RELEASE AND VACUUM VALVE ASSEMBLIES SHALL BE INSTALLED IN
ACCORDANCE WITH EMWD STD DWG B-367, TYPE "B".
14. INSTALL LOCATOR WIRE OVER WATER MAIN PER EMWD STD DWG B-656.
15. BLOW-OFF ASSEMBLIES SHALL BE INSTALLED IN ACCORDANCE WITH EMWD
STD DWG B-357.
16. ALL PRESSURIZED PVC PIPE SHALL BE TYPE C-900, DR 18, EXCEPT WHERE
NOTED OTHERWISE. PIPE SHALL CONFORM TO AWWA SPECIFICATIONS.
ALL GRAVITY PVC PIPE SHALL BE TYPE PS-46 AND SHALL CONFORM TO
AWWA SPECIFICATIONS.
17. FITTINGS FOR PVC PIPE SHALL BE DUCTILE OR GRAY IRON. FITTINGS SHALL
BE FLANGED, BOLTED MECHANICAL JOINTS, OR PUSH-ON JOINTS, AND SHALL
BE CEMENT MORTAR LINED AND TAR (SEAL) COATED PER EMWD STANDARDS
AND SPECIFICATIONS.
18. A JOINT RESTRAINT DEVICE SHALL BE USED ON ALL MAIN LINE PIPE JOINTS
WITHIN SPECIFIED LIMITS AND ALL JOINTS OF WATER APPURTENANCE
LATERALS OFF MAIN LINE PER EMWD STD DWG B-663.
WATER NOTES
CONTRACTOR SHALL NOTIFY THE FOLLOWING AGENCIES AT LEAST 48 HOURS
IN ADVANCE OF STARTING CONSTRUCTION:
· UNDERGROUND SERVICE ALERT (USA) (800) 227-2600
· CITY OF SAN JACINTO (951) 654-3592
· RIVERSIDE COUNTY FLOOD CONTROL (951) 955-1214
· EASTERN MUNICIPAL WATER DISTRICT (951) 928-3777
· TIME WARNER CABLE (310) 629-8000
· SOUTHERN CALIFORNIA GAS COMPANY (213) 244-1200
· SOUTHERN CALIFORNIA EDISON (SCE) (714) 795-9932
· VERIZON (800) 837-4956
· ALL PERMIT AGENCIES
NOTIFICATIONS
1. THE CONTRACTOR SHALL CONSTRUCT THE FLOOD CONTROL IMPROVEMENTS
SHOWN ON THE DRAWINGS IN CONFORMANCE WITH THE REQUIREMENTS OF
THE RIVERSIDE COUNTY FLOOD CONTROL AND WATER CONSERVATION
DISTRICT'S M.O.U STANDARD SPECIFICATIONS DATED JUNE 24, 2008, AND THE
DISTRICT'S STANDARD MANUAL. FOR THE LATEST DRAWINGS OF THE
STANDARD MANUAL, PLEASE REFER TO THE "PUBLICATIONS AND RECORDS"
PAGE FOUND ON THE DISTRICT'S WEBSITE.
2. CONTACT THE ENCROACHMENT PERMIT ENGINEER AT (951) 955-1266 TO
OBTAIN AN ENCROACHMENT PERMIT. AFTER THE PERMIT IS ISSUED THE
DISTRICT MUST BE NOTIFIED ONE WEEK PRIOR TO CONSTRUCTION.
3. CONTACT CONSTRUCTION MANAGEMENT AT (951) 955-1288. THE DISTRICT
MUST BE NOTIFIED TWENTY DAYS (20) PRIOR TO CONSTRUCTION.
RCFCWCD GENERAL NOTES
G-003
HORIZONTAL CONTROL
AS NOTED
3
ECJ
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REVISIONS
I.D.
www.tetratech.com
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WG
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MA
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IE
Bar Measures 1 inch
36
X
2
4
UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
BEFORE YOU DIG
DIAL TOLL FREE
AT LEAST TWO DAYS
811
NO. DATE DESCRIPTION APP'D/DATEINITIALS
APPROVED BY:
DIRECTOR OF ENGINEERING DATE
REFERENCES
EASTERN MUNICIPAL WATER DISTRICT
PROJECT MANAGER DATE
APPROVALS
DATEINITIALS
PROJECT ENG.
INSPECTION
OPERATIONS
MAINTENANCE
DESIGNED:
DRAWN:
CHECKED:
SUBMITTED:
DATE
SCALE:
EASTERN MUNICIPAL WATER DISTRICT
RIVERSIDE COUNTY, CALIFORNIA
S.A.
W.O.
C.O.
COORD.
SHT. OF
DWG. __-________
24
42
41473 (6) (7) (8)
40A-19
WELLS 201, 202, AND 203
PHASE 1B CONVEYANCE PIPELINES
DC
BAM
DG
DB
17885 Von Karman Ave, Suite 500
Irvine, California 92614
PHONE: (949) 809-5000 FAX: (949) 809-5010
17
SPEC. 1341W1719 PZ
09/09/2020
Greg Kowalski, P.E.07/2020
07/2020
07/2020
07/2020
07/2020
07/2020
07/2020
07/2020
Shaun Stone, P.E. 9/20209/2020
THE BASIS OF BEARINGS FOR THIS SURVEY IS CALIFORNIA STATE PLANE
COORDINATES NAD83 ZONE 6 DETERMINED LOCALLY BY STATIC GPS OBSERVATIONS
BETWEEN NGS CORS STATION PID AF9684 AND DG9740.
SAID LINE BEARS N 17°07'38" E (EPOCH:2010.0000)
BASIS OF BEARINGS
COUNTY OF RIVERSIDE BENCH MARK No. H 8 3 RESET (PID DX5395)
A 2" ALUMINUM DISC STAMPED: "RIV CO SURV BM H 8 3 RESET APRIL 1985" SET IN
THE TOP OF A CONCRETE POST UP 0.2', AT THE SOUTHESTERLY CORNER OF SATE STREET
AND SEVENTH STREET, 36 FEET WEST OF THE CENTERLINE OF STATE STREET AND 55
FEET SOUTH OF SEVENTH STREET, 3 FEET NORTH OF TRAFFIC SIGNAL LIGHT POST.
ELEVATION: 1532.71 (NAVD88)
BENCHMARK
N
HORIZONTAL CONTROL
SCALE: NTS
D 70154
NOTES:
1. THE EQUIPPING OF WELLS 201, 202, 203, AND 205 WILL BE TAKING PLACE AT THE
SAME TIME AS THE CONSTRUCTION OF THE PHASE 1B PIPELINE PROJECT. THE
CONTRACTOR SHALL COORDINATE WITH THE WELL EQUIPPING CONTRACTOR AS
NOTED IN THE PROJECT SPECIFICATIONS.
2. ALL WORK WITHIN E. 7TH STREET SHALL BE CONDUCTED WITHIN THE SUMMER
MONTHS WHEN SCHOOL IS OUT OF SESSION PER THE PROJECT SPECIFICATIONS.
NORTH MOUNTAIN
MIDDLE SCHOOL
E 7TH ST
SECOND ST
EVANS ST
WELL 201 SPEC 1380W
(EQUIPPING BY OTHERS)
WELL 203 SPEC 1380W
(EQUIPPING BY OTHERS)
SHAVER ST
TIM
OT
HY
S
T
HE
WIT
T S
T
12" PVC, C-900, DR-18
RAW WELL DISCHARGE
(SEE SHTS C-303 & C-304)
EXISTING 18" RAW
WELL DISCHARGE
WELL 201 SPEC 1380W
18" RAW WELL BLOWOFF
(BY OTHERS)
12" PVC, C-900, DR-18
RAW WELL DISCHARGE
(SEE SHT C-305)
EXISTING 12" RAW
WELL DISCHARGE
EXISTING 12" RAW
WELL BLOWOFF
24" PVC, C-900, DR-18
RAW WELL DISCHARGE
(SEE SHT C-301 & C-302)
12" PVC, C-900, DR-18
RAW WELL DISCHARGE
(SEE SHTS C-305 TO C-308)
24''SD
WELL 205 SPEC 1380W
(EQUIPPING BY OTHERS)
EXISTING 18" RAW
WELL BLOWOFF
APN: 437-160-037
APN: 433-200-005
APN:
437-300-038
L
A
S
R
O
S
A
S
D
R
ANTONIO ESTUDILLO
ELEMENTARY SCHOOL
3 4
7
8
11
12
13
15
16
EXISTING 18" RAW
WELL DISCHARGE
DO
NN
A W
AY
RE
JO
IC
E L
N
EXISTING 12" RAW
WELL BLOWOFF
18" PVC, PS 46
RAW WELL BLOWOFF
(SEE SHT C-309 & C-310)
HEWITT AND EVANS
GROUNDWATER
TREATMENT FACILITY
(SPEC 1381W)
WELL 202 SPEC 1380W
(EQUPPING BY OTHERS)
APN: 437-291-005
APN: 433-200-053
1
2
14
9
18" PVC, C-900, DR-18
RAW WELL DISCHARGE
(SEE SHT C-302)
WELL 201 SPEC 1380W
18" RAW WELL DISCHARGE
(BY OTHERS)
SP
EC
13
41
W
SP
EC
13
80
W
5
6
10
POINT TABLE
PT#
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
PIPE NAME
WELL 201 PIPELINE
WELL 201 PIPELINE
WELL 201 PIPELINE
WELL 201 PIPELINE
WELL 201 & 203 PIPELINE
WELL 201 PIPELINE
WELL 201 BLOWOFF
WELL 201 BLOWOFF
WELL 201 BLOWOFF
WELL 203 PIPELINE
WELL 203 PIPELINE
WELL 203 PIPELINE
WELL 202 PIPELINE
WELL 202 PIPELINE
WELL 202 PIPELINE
WELL 202 PIPELINE
STATION
300+00.00
300+33.03
307+03.96
307+27.12
311+63.02 / 510+00.00
312+75±
600+00.00
600+50.00
609+83±
514+72.15
534+04.13
534+07±
398+39.00
400+13.49
417+04.17
417+43±
DESCRIPTION
BEGIN CONSTRUCTION
ANGLE POINT
ANGLE POINT
ANGLE POINT
TEE/BEGIN CONSTRUCTION
END CONSTRUCTION
BEGIN CONSTRUCTION
MH STRUCTURE
END CONSTRUCTION
ANGLE POINT
ANGLE POINT
END CONSTRUCTION
BEGIN CONSTRUCTION
ANGLE POINT
ANGLE POINT
END CONSTRUCTION
NORTHING
2226923.01
2226956.04
2226955.43
2226947.45
2226947.83
2226982.60
2226996.78
2226962.09
2226982.44
2226475.68
2226467.70
2226470.20
2228100.47
2228274.96
2228272.24
2228311.24
EASTING
6348371.18
6348371.52
6349042.46
6349064.19
6349500.10
6349577.34
6348617.90
6348653.91
6349567.34
6349501.12
6351433.08
6351433.09
6351075.87
6351076.15
6352766.83
6352766.79
C-301
WELL 201 PIPELINE
PLAN AND PROFILE
STA 300+00.00 TO STA 308+00.00
AS NOTED
5
ECJ
RW
MWB
SCALE:
HORIZ: 1"=40'
VERT: 1" = 4'
1560 1560
1570 1570
1580 1580
1590 1590
MA
TC
HL
IN
E S
TA
3
08
+0
0
SE
E S
HT
C
-3
02
F
OR
C
ON
TIN
UA
TIO
N
0
SCALE:
20' 40' 80'
1" = 40'
N
REVISIONS
I.D.
www.tetratech.com
9/2
2/2
02
0 9
:5
4:4
9 A
M - O
:\P
RO
JE
CT
S\IR
VIN
E\0
95
65
\2
00
-0
95
65
-1
90
01
\C
AD
\S
HE
ET
FIL
ES
\P
IP
EL
IN
E\C
-3
01
.D
WG
- L
ER
MA
, JA
CK
IE
Bar Measures 1 inch
36
X
2
4
UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
BEFORE YOU DIG
DIAL TOLL FREE
AT LEAST TWO DAYS
811
NO. DATE DESCRIPTION APP'D/DATEINITIALS
APPROVED BY:
DIRECTOR OF ENGINEERING DATE
REFERENCES
EASTERN MUNICIPAL WATER DISTRICT
PROJECT MANAGER DATE
APPROVALS
DATEINITIALS
PROJECT ENG.
INSPECTION
OPERATIONS
MAINTENANCE
DESIGNED:
DRAWN:
CHECKED:
SUBMITTED:
DATE
SCALE:
EASTERN MUNICIPAL WATER DISTRICT
RIVERSIDE COUNTY, CALIFORNIA
S.A.
W.O.
C.O.
COORD.
SHT. OF
DWG. __-________
24
42
41473 (6) (7) (8)
40A-19
WELLS 201, 202, AND 203
PHASE 1B CONVEYANCE PIPELINES
DC
BAM
DG
DB
17885 Von Karman Ave, Suite 500
Irvine, California 92614
PHONE: (949) 809-5000 FAX: (949) 809-5010
17
SPEC. 1341W1719 PZ
09/09/2020
Greg Kowalski, P.E.07/2020
07/2020
07/2020
07/2020
07/2020
07/2020
07/2020
07/2020
Shaun Stone, P.E. 9/20209/2020
NOTES:
1. CONTRACTOR SHALL DEMONSTRATE EXTREME CAUTION WHEN WORKING
NEAR EXISTING OVERHEAD ELECTRICAL POWER LINES.
2. CONTRACTOR SHALL REPLACE EXISTING CONCRETE SPANDREL PER
COUNTY OF RIVERSIDE STANDARD PLAN NO. 209.
3. CONTRACTOR SHALL REMOVE AND REPLACE EXISTING SURVEY
MONUMENT PER COUNTY OF RIVERSIDE STANDARD PLAN NO. 901. SUCH
POINTS SHALL BE REFERENCED AND REPLACED WITH APPROPRIATE
MONUMENTATION BY A LICENSED LAND SURVEYOR OR A REGISTERED
CIVIL ENGINEER AUTHORIZED TO PRACTICE LAND SURVEYING. A CORNER
RECORD OR RECORD OF SURVEY, AS APPROPRIATE, SHALL BE FILED BY
THE LICENSED LAND SURVEYOR OR REGISTERED CIVIL ENGINEER AS
REQUIRED BY THE LAND SURVEYOR'S ACT.
4. THE EXISTING GAS LINE IS INSTALLED AT A SKEW AND THE EXACT
LOCATION IS UNKNOWN. IN ADDITION TO THE POTHOLING REQUIREMENT IN
THE GENERAL NOTES, THE CONTRACTOR SHALL POTHOLE THIS LINE A
MINIMUM OF ONE MONTH PRIOR TO CONSTRUCTION ACTIVITIES ON OLD
2ND STREET AND POTHOLE ALONG THE GAS LINE AT 20 FOOT INTERVALS
ALONG THE ENTIRE LENGTH OF OLD 2ND STREET TO CONFIRM ITS
LOCATION.
5. CONSTRUCT LOCATOR WIRE JUNCTION BOX PER EMWD STD DWG B-656,
(APPROX. EVERY 500 FT ALONG ALL NEW PIPELINE ALIGNMENTS) FINAL
LOCATION SHALL BE DETERMINED IN THE FIELD.
6. CONTRACTOR SHALL BACKFILL AROUND CROSSING UTILITIES WITH CDF
PER DTL 1 ON SHT D-102 AND THE PROJECT SPECIFICATIONS.
D 70156
300 301 302 303 304 305 306 307 308
EXIST FS OVER CL OF PIPE
4
"
W
A
B
A
N
2
"
W
S
2
"
W
S
2
"
W
S
2
"
W
S
2
"
W
S
2
"
W
(
P
H
#
1
)
4
"
U
T
(
P
H
#
5
)
24" PVC, C-900, DR 18
RAW WELL DISCHARGE
(
P
H
#
3
)
2
"
W
S
3
/
4
"
G
2
"
W
S
3
/
4
"
G
3
/
4
"
G
4
8
"
S
D
2
"
G
BE
GIN
C
ON
ST
RU
CT
IO
N
ST
A 300+
00.00
CG
E
LE
V 1567.45
ST
A 302+
06.00
2" A
R/A
RV
A
SS
Y
HEWITT ST CL
6
"
G
ST
A 307+
03.96
HO
RIZ
∠
PT
ST
A 307+
27.12
HO
RIZ
∠
PT
ST
A 300+
33.03
HO
RIZ
∠
PT
8
8
3
1' M
IN
C
LR
14
GB
S
TA
302+
09.00
CG
E
LE
V 1568.90
GB
S
TA
302+
18.00
CG
E
LE
V 1565.18
GB
S
TA
302+
95.46
CG
E
LE
V 1565.56
GB
S
TA
303+
10.44
CG
E
LE
V 1571.31
S=
0.0
069
S= 0.0
049
S=
0.0
068
S=
0.0
069
S= -0.4133
S= 0.0
049
S= 0.3838
S=
0.0
068
RESTRAIN ALL JOINTS PER EMWD STD DWG B-663
(370 LF)
ST
A 303+
70
ST
A 306+
60
ST
A 307+
70
RESTRAIN ALL JOINTS PER
EMWD STD DWG B-663
(110 LF)
9
23
8
8
8
"
W
15
ST
A 300+
00
ST
A 302+
23.00
BLO
W-O
FF
A
SS
Y
REPAIR PAVING PER CITY OF SAN JACINTO PERMIT REQUIREMENTS
UNPAVED TRENCH
REPLACEMENT PER
EMWD STD
DWG B-286B
1
5
"
S
S
2
4
"
W
F
U
T
U
R
E
P
H
A
S
E
3
P
I
P
E
L
I
N
E
NO JOINTS
CONTRACTOR SHALL CENTER A SINGLE STICK OF PIPE (20' MIN) BELOW THE 48" STORM DRAIN
8
19
19
ST
A 302+
00.00
TR
AN
SIT
IO
N P
IP
E M
AT
ER
IA
L
ST
A 303+
20.00
TR
AN
SIT
IO
N P
IP
E M
AT
ER
IA
L
8
24" PVC, C-900, DR 14
RAW WELL DISCHARGE
3
24" PVC, C-900, DR 18
RAW WELL DISCHARGE
3
WM
WM
WMWM WM
WM
WM
WM
WM
WMWM
WM
WM
WM WM
WM
24''SD24''SD
24''SD
24''W
24''W
24''W
B-8
300
301302
303 304 305 306 307
3
6''G
6''G
15''S
S
15''S
S
N)
4''W
(A
BA
N)
8''W
48''S
D
48''S
D
UT
UT
8''W8''W8''W8''W
4''W (ABAN) 4''W (ABAN) 4''W (ABAN) 4''W (ABAN)
OE
OE
OE
OE OE OE OE
2''G
2''G
2''G
2''G
2''G
2''W2''W2''W
O
E
O
E
OE
GG
G
G
G
G
G
G
G
G
G
G
OE
2''G2''G
2''G
MA
TC
HLIN
E S
TA
308+
00.00
SE
E S
HT
C
-302
F
OR
C
ON
TIN
UA
TIO
N
HEWITT ST
E. OLD 2ND ST
60'
18'
18'
7'
24" PVC, C-900, DR18
RAW WELL DISCHARGE
2' SOUTH OF CL
18" RAW WELL
BLOWOFF PIPELINE
PER SHT C-309
EXIST 15" SS PER
CITY OF SAN JACINTO
DWG SD-432
EXIST 8" W PER
EMWD DWG D-20964
2'
CAUTION:
EXIST OVERHEAD
ELECTRICAL
(SEE NOTE 1)
CAUTION:
EXIST OVERHEAD
ELECTRICAL
(SEE NOTE 1)
EXIST 8" W PER
EMWD DWG D-20965
CURB
FACE
CURB
FACE
EXIST 15" SS PER
CITY OF SAN JACINTO
DWG SD-431
REMOVE AND REPLACE IN
KIND EXIST CONC SPANDREL,
SAWCUT AT JOINTS
(SEE NOTE 2)
24" PVC, C-900, DR18
RAW WELL DISCHARGE
10' SOUTH OF CL
FUTURE PHASE 3
WELL PIPELINE
PROPOSED SITE DRAINAGE
PIPELINE (BY OTHERS)
60'
18'
18'
10'
8'
60'
18'
15'
6'
2'
6'
BEGIN CONSTRUCTION
STA 300+00.00
STA 300+33.03
HORIZ ∠ PT
9
14
STA 307+03.96
HORIZ ∠ PT
STA 307+27.12
HORIZ ∠ PT
8
8
3
3
STA 302+23.00
BLOW-OFF ASSY
15
EXIST 48" SD PER
RCFCWCD DWG 4-551
REMOVE AND REPLACE
EXIST SURVEY MONUMENT
(SEE NOTE 3)
CAUTION:
EXIST OVERHEAD
ELECTRICAL
(SEE NOTE 1)
5'
23
HEWITT AND EVANS
GROUNDWATER
TREATMENT FACILITY
SPEC 1381W
PROPOSED SEWER
PIPELINE (BY OTHERS)
APN: 437-281-036APN: 437-281-038APN: 437-281-031
APN: 437-282-038 APN:
437-282-016
APN:
437-282-017
EXIST 4" W (ABAN)
APN:
437-282-018
A
C-401
APN:
437-282-019
APN:
437-282-020
APN:
437-282-021
CAUTION: EXIST OVERHEAD
ELECTRICAL (SEE NOTE 1)
APN: 437-292-035
APN:
437-292-004
APN:
437-292-005
APN:
437-292-006
APN:
437-292-007
APN:
437-292-039
APN:
437-292-033
APN:
437-292-038
PROTECT IN
PLACE EXIST
2" G
(SEE NOTE 4)
APN: 437-291-005
STREET CL
REMOVE AND REPLACE IN
KIND EXIST CONC SPANDREL,
SAWCUT AT JOINTS
(SEE NOTE 2)
EXIST 4" W PER
EMWD DWG C-271
STA 302+06.00
2" AR/ARV ASSY
24" PVC, C-900, DR14
RAW WELL DISCHARGE
2' SOUTH OF CL
3
24" PVC, C-900, DR18
RAW WELL DISCHARGE
2' SOUTH OF CL
3
3 CONSTRUCT 24” C-900 PVC PIPE, BACKFILL PER EMWD STD DWG B-286B
8 CONSTRUCT 24” 22.5° DI BEND, MJ X MJ, RESTRAIN JOINTS PER EMWD STD DWG B-663
9 CONTSTRUCT 24” 90° DI BEND, MJ X MJ, RESTRAIN JOINTS PER EMWD STD DWG B-663
14 CONSTRUCT 2” AIR RELEASE AND VACUUM VALVE ASSEMBLY PER EMWD STD DWG B-367
15 CONSTRUCT 6” BLOW-OFF PER EMWD STD DWG B-357
CONSTRUCTION NOTES
23 CONSTRUCT RESTRAINED FLANGE COUPLING ADAPTER AND 2" "TYPE D" TEMPORARY
END OF LINE BLOWOFF PER EMWD STD DWG B-367. END 2" PIPING IN VALVE BOX AND
INSTALL A 2" PLUG AT THE BRASS ANGLE VALVE.
19 CONTROL DENSITY FILL PER DTL 1 ON SHT D-102
C-302
WELL 201 PIPELINE
PLAN AND PROFILE
STA 308+00.00 TO STA 312+75±
AS NOTED
6
ECJ
RW
MWB
SCALE:
HORIZ: 1"=40'
VERT: 1" = 4'
1570 1570
1580 1580
1590 1590
1600 1600
MA
TC
HL
IN
E S
TA
3
08
+0
00
SE
E S
HT
C
-3
01
F
OR
C
ON
TIN
UA
TIO
N
N
REVISIONS
I.D.
www.tetratech.com
9/2
2/2
02
0 9
:5
5:2
7 A
M - O
:\P
RO
JE
CT
S\IR
VIN
E\0
95
65
\2
00
-0
95
65
-1
90
01
\C
AD
\S
HE
ET
FIL
ES
\P
IP
EL
IN
E\C
-3
02
.D
WG
- L
ER
MA
, JA
CK
IE
Bar Measures 1 inch
36
X
2
4
UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
BEFORE YOU DIG
DIAL TOLL FREE
AT LEAST TWO DAYS
811
NO. DATE DESCRIPTION APP'D/DATEINITIALS
APPROVED BY:
DIRECTOR OF ENGINEERING DATE
REFERENCES
EASTERN MUNICIPAL WATER DISTRICT
PROJECT MANAGER DATE
APPROVALS
DATEINITIALS
PROJECT ENG.
INSPECTION
OPERATIONS
MAINTENANCE
DESIGNED:
DRAWN:
CHECKED:
SUBMITTED:
DATE
SCALE:
EASTERN MUNICIPAL WATER DISTRICT
RIVERSIDE COUNTY, CALIFORNIA
S.A.
W.O.
C.O.
COORD.
SHT. OF
DWG. __-________
24
42
41473 (6) (7) (8)
40A-19
WELLS 201, 202, AND 203
PHASE 1B CONVEYANCE PIPELINES
DC
BAM
DG
DB
17885 Von Karman Ave, Suite 500
Irvine, California 92614
PHONE: (949) 809-5000 FAX: (949) 809-5010
17
SPEC. 1341W1719 PZ
09/09/2020
Greg Kowalski, P.E.07/2020
07/2020
07/2020
07/2020
07/2020
07/2020
07/2020
07/2020
Shaun Stone, P.E. 9/20209/2020
NOTES:
1. CONTRACTOR SHALL DEMONSTRATE EXTREME CAUTION WHEN
WORKING NEAR EXISTING OVERHEAD ELECTRICAL POWER LINES.
2. CONTRACTOR SHALL REMOVE AND REPLACE EXISTING GUARDRAIL PER
CALTRANS STANDARD PLAN NO. RSP A77L2.
3. CONSTRUCT LOCATOR WIRE JUNCTION BOX PER EMWD STD DWG B-656,
(APPROX. EVERY 500 FT ALONG ALL NEW PIPELINE ALIGNMENTS) FINAL
LOCATION SHALL BE DETERMINED IN THE FIELD.
4. CONTRACTOR SHALL BACKFILL AROUND CROSSING UTILITIES WITH CDF
PER DTL 1 ON SHT D-102 AND THE PROJECT SPECIFICATIONS.
MA
TC
HL
IN
E S
TA
3
08
+0
0.0
0
SE
E S
HT
C
-3
01
F
OR
C
ON
TIN
UA
TIO
N
D 70157
0
SCALE:
20' 40' 80'
1"=40'
308 309 310 311 312 313 314
EXIST FS OVER CL OF PIPE
2
"
W
S
2
"
W
S
2
"
W
S
2
"
W
S
2
"
W
S
24" PVC, C-900, DR 18
RAW WELL DISCHARGE
18" PVC, C-900, DR 18
RAW WELL DISCHARGE
P
R
O
P
1
2
"
R
A
W
2
"
G
2
"
G
ST
A 311+
35.00
2" A
R/A
RV
A
SS
Y
ST
A 312+
40.30
HO
RIZ
∠
PT
ST
A 311+
63.02 (24"∅
)=S
TA
510+
00.00 (12"∅
)24" X
12" T
EE
24" X
18" E
CC
R
ED
(F
OT
)
18" G
V
CG
E
LE
V 1578.34
3
2
10 11 29
XX
X
REMOVE AND REPLACE
EXIST GUARDRAIL
(SEE NOTE 2)
PROTECT IN PLACE
EXIST CHAIN LINK GATE
14
GB
S
TA
309+
00.00
CG
E
LE
V 1575.33
GB
S
TA
311+
30.00
CG
E
LE
V 1578.51
GB
S
TA
312+
10.00
CG
E
LE
V 1578.36
EN
D C
ON
ST
RU
CT
IO
N
ST
A 312+
75±
CG
E
LE
V 1577.79
ST
A 308+
60
ST
A 312+
75±
24
RESTRAIN ALL JOINTS PER EMWD STD DWG B-663
(415± LF)
REPAIR PAVING PER CITY OF SAN JACINTO PERMIT REQUIREMENTS
UNPAVED TRENCH REPLACEMENT
PER EMWD STD DWG B-286B
S=
0.0
068
S
= 0.0138
S= -0.0050
S= -0.0050
S=
-0.0
088
PROP FS OVER CL OF PIPE
(WELL 201 EQUPPING -
SPEC 1380W BY OTHERS)
WELL 201 - SPEC 1380W
DISCHARGE PIPING
(BY OTHERS)
307
WM WM
WMWM
WM
WM
WMWMWM
WM
WM
8''W8''W8''W8''W
4''W (ABAN) 4''W (ABAN)
O
E
OE
OE
2''G
2''G
2''G
12
''IR
R(A
BA
N)
O
E
O
E
G
G
G
G
G
G
G
G
x
x
M
M
M
xx
xx
xx
xx
xx
xx
x x x x x x x x x x x x
24" PVC, C-900, DR18
RAW WELL DISCHARGE
10' SOUTH OF CL
E. OLD 2ND ST
60
'
18
'
18
'
5'
18" RAW WELL
BLOWOFF PIPELINE
PER SHT C-309
12" RAW WELL
DISCHARGE PIPELINE
PER SHT C-305
20'
CURB FACE
6'
CURB FACE
CAUTION:
EXIST OVERHEAD
ELECTRICAL
(SEE NOTE 1)
EXIST 8"W PER
EMWD DWG D-20965
10
'
8'
3
291110
2
STA 311+35.00
2" AIR VALVE
EXIST SURVEY MONUMENT
PROTECT IN PLACE
24
14
WELL 201 SPEC 1380W
(EQUIPPING BY OTHERS)
9
REMOVE AND REPLACE
EXIST GUARDRAIL
(SEE NOTE 2)
APN:
437-282-022
APN:
437-282-039
EXISTING ABANDONED 4"W
APN:
437-282-025
18" PVC, C-900, DR18
RAW WELL DISCHARGE
APN:
437-282-035
APN:
437-282-036
STA 311+63.02 (24"∅) =STA 510+00.00 (12"∅)24" X 12" TEE
24" X 18" ECC RED (FOT)
18" GV
APN:
437-292-012
APN:
437-292-027
APN:
437-292-028
APN:
437-292-010
APN:
437-292-031
APN:
437-292-032
APN:
437-300-038
APN:
437-300-009
AP
N: 4
37
-2
82
-0
37
STREET CL
PROTECT IN PLACE
EXIST CHAIN LINK GATE
51
1
51
0
8 309 310 311 312
WELL 201 18" DISCHARGE
PIPING (BY OTHERS)
WELL 201 18" BLOWOFF
PIPING (BY OTHERS)
SP
EC
13
80
W
SP
EC
13
41
W
30
STA 312+40.30
HORIZ ∠ PT
STA 312+75±
END CONSTRUCTION
7
18" RAW WELL
BLOWOFF PIPELINE
PER SHT C-310
Label contains broken referenceLabel contains broken reference2 CONSTRUCT 18” C-900 PVC PIPE, BACKFILL PER EMWD STD DWG B-286B
3 CONSTRUCT 24” C-900 PVC PIPE, BACKFILL PER EMWD STD DWG B-286B
10 CONSTRUCT 24” X 12” TEE, FLG, RESTRAINED PER EMWD STD DWG B-663
11 CONSTRUCT 24” X 18” DI ECCENTRIC REDUCER (FOT), FLG X FLG, RESTRAINED PER EMWD
STD DWG B-663
14 CONSTRUCT 2” AIR RELEASE AND VACUUM VALVE ASSEMBLY PER EMWD STD DWG B-367
CONSTRUCTION NOTES
7 CONSTRUCT 18” 90° DI BEND, MJ X MJ, RESTRAIN JOINTS PER EMWD STD DWG B-663
24 CONSTRUCT 24" RESTRAINED FLANGE COUPLING ADAPTER
29 CONSTRUCT 18" RESILIENT-SEATED GATE VALVE, FLG X MJ PER EMWD B-255 (RESTRAINED)
30 CONSTRUCT 18" RESTRAINED MJ CAP AND 2" TYPE D TEMPORARY END OF LINE BLOWOFF PER
EMWD STD DWG B-367. END PIPING IN VALVE BOX AND INSTALL 2" PLUG AT THE BRASS ANGLE
VALVE.
C-303
WELL 202 PIPELINE
PLAN AND PROFILE
STA 398+39.00 TO STA 408+00.00
AS NOTED
7
ECJ
RW
MWB
SCALE:
HORIZ: 1"=40'
VERT: 1" = 4'
1580 1580
1590 1590
1600 1600
1610 1610
0
SCALE:
20' 40' 80'
1" = 40'
N
MA
TC
HL
IN
E S
TA
4
08
+0
0.0
0
SE
E S
HT
C
-3
04 F
OR
C
ON
TIN
UA
TIO
N
REVISIONS
I.D.
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CT
S\IR
VIN
E\0
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65
\2
00
-0
95
65
-1
90
01
\C
AD
\S
HE
ET
FIL
ES
\P
IP
EL
IN
E\C
-3
03
.D
WG
- L
ER
MA
, JA
CK
IE
Bar Measures 1 inch
36
X
2
4
UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
BEFORE YOU DIG
DIAL TOLL FREE
AT LEAST TWO DAYS
811
NO. DATE DESCRIPTION APP'D/DATEINITIALS
APPROVED BY:
DIRECTOR OF ENGINEERING DATE
REFERENCES
EASTERN MUNICIPAL WATER DISTRICT
PROJECT MANAGER DATE
APPROVALS
DATEINITIALS
PROJECT ENG.
INSPECTION
OPERATIONS
MAINTENANCE
DESIGNED:
DRAWN:
CHECKED:
SUBMITTED:
DATE
SCALE:
EASTERN MUNICIPAL WATER DISTRICT
RIVERSIDE COUNTY, CALIFORNIA
S.A.
W.O.
C.O.
COORD.
SHT. OF
DWG. __-________
24
42
41473 (6) (7) (8)
40A-19
WELLS 201, 202, AND 203
PHASE 1B CONVEYANCE PIPELINES
DC
BAM
DG
DB
17885 Von Karman Ave, Suite 500
Irvine, California 92614
PHONE: (949) 809-5000 FAX: (949) 809-5010
17
SPEC. 1341W1719 PZ
09/09/2020
Greg Kowalski, P.E.07/2020
07/2020
07/2020
07/2020
07/2020
07/2020
07/2020
07/2020
Shaun Stone, P.E. 9/20209/2020
1. IF THE SURVEY MONUMENT CANNOT BE PROTECTED DUE TO THE
CONTRACTOR'S SELECTED METHODS OF CONSTRUCTION, THE
CONTRACTOR SHALL REMOVE AND REPLACE EXISTING SURVEY
MONUMENT PER COUNTY OF RIVERSIDE STANDARD PLAN NO. 901. SUCH
POINTS SHALL BE REFERENCED AND REPLACED WITH APPROPRIATE
MONUMENTATION BY A LICENSED LAND SURVEYOR OR A REGISTERED
CIVIL ENGINEER AUTHORIZED TO PRACTICE LAND SURVEYING. A CORNER
RECORD OR RECORD OF SURVEY, AS APPROPRIATE, SHALL BE FILED BY
THE LICENSED LAND SURVEYOR OR REGISTERED CIVIL ENGINEER AS
REQUIRED BY THE LAND SURVEYOR'S ACT, AT NO ADDITIONAL COST TO
EMWD.
2. CONTRACTOR SHALL REPLACE EXISTING DRIVEWAY AND SIDEWALK PER
COUNTY OF RIVERSIDE STANDARD PLAN NO. 207 AND 401. REPLACEMENT
SHALL BE FROM JOINT TO JOINT.
3. REPLACE AC PAVEMENT OVER TRENCH, WITHIN ACCESS ROAD WITH 4" AC
OVER 5" CRUSHED AGGREGATE BASE.
4. CONSTRUCT LOCATOR WIRE JUNCTION BOX PER EMWD STD DWG B-656,
(APPROX. EVERY 500 FT ALONG ALL NEW PIPELINE ALIGNMENTS) FINAL
LOCATION SHALL BE DETERMINED IN THE FIELD.
5. ALL WORK WITHIN E. 7TH STREET SHALL BE CONDUCTED WITHIN THE
SUMMER MONTHS WHEN SCHOOL IS OUT OF SESSION PER THE PROJECT
SPECIFICATIONS.
6. CONTRACTOR SHALL BACKFILL AROUND CROSSING UTILITIES WITH CDF
PER DTL 1 ON SHT D-102 AND THE PROJECT SPECIFICATIONS.
NOTES:
D 70158
398 399 400 401 402 403 404 405 406 407 408
EXIST FS OVER CL OF PIPE
1
2
"
W
2
"
G
(
P
H
#
2
5
)
6
"
W
6
"
W
EXIST 12" WATER
12" PVC, C-900, DR 18
RAW WELL DISCHARGE
8
"
W
E
L
E
C
1
-
5
"
C
8
"
S
S
U
N
K
U
E
(
P
H
#
2
4
)
EXIST 12" RAW WELL
DISCHARGE PIPELINE
(S= -0.0010)
1
8
"
R
A
W
BE
GIN
C
ON
ST
RU
CT
IO
N
ST
A 398+
39.00
JO
IN
E
XIS
T 12" R
AW
WE
LL D
IS
CH
AR
GE
P
IP
ELIN
E
PE
R D
TL 2 O
N S
HT
D
-101
CG
E
LE
V 1587.0±
ST
A 399+
50.00
BLO
W-O
FF
A
SS
Y
REJOICE LN CL
ST
A 400+
13.49
HO
RIZ
∠
PT
15
20
1
6" M
IN
CLR
GB
S
TA
399+
45.00
CG
E
LE
V 1584.51
GB
S
TA
399+
32.00
CG
E
LE
V 1586.91
GB
S
TA
403+
90.00
CG
E
LE
V 1585.49
GB
S
TA
404+
70.00
CG
E
LE
V 1586.93
4
4
ST
A 399+
10
ST
A 400+
80
RESTRAIN ALL JOINTS PER EMWD STD DWG B-663
(170 LF)
xx
PROTECT IN PLACE
EXIST CHAIN LINK GATE
REPAIR PAVING PER NOTE 3REPAIR PAVING PER CITY OF SAN JACINTO PERMIT REQUIREMENTS
S =
0.0
050
19
19
19
S= -0.1846
S= -0.0010
S= 0.0022
S
=
0
.0
1
8
0
APN: 433-490-001
WM
B
C-401
2''G 2''G 2''G 2''G 2''G 2''G2''G
2''G2''G
12''W
12''W
12''W
18''R
AW
UE
UEUE
UE UE
UE
UE
UE UE UE
UE UE UEUE
UE
UE
12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W
8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS
18''RAW 18''RAW 18''RAW 18''RAW 18''RAW 18''RAW 18''RAW 18''RAW
UE
UE
CATV CATV CATV CATV CATV CATV CATV CATV CATV
8''W
8''W
2''G
399
400
401 402 403 404 405 406 407 40
B-2
MA
TC
HL
IN
E S
TA
4
08
+0
0.0
0
SE
E S
HT
C
-3
04
F
OR
C
ON
TIN
UA
TIO
N
12" PVC, C-900, DR18
RAW WELL DISCHARGE
10' NORTH OF CL
E. 7TH ST
REJOICE LN
88'
36'
28'
EXIST 12" RAW WELL BLOWOFF PIPELINE
(SEE DWG D-55951)
6'
LAS ROSAS DR
CURB FACE
CURB FACE
EXIST 12"W PER
EMWD DWG D-20027
EXIST 8"SS PER CITY OF
SAN JACINTO DWG SD-916
EXIST 18" RAW PER EMWD
DWG D-27585
EXIST 12" W PER
EMWD DWG D-20026
CURB FACE
CURB FACE
EXIST 8" W PER
EMWD DWG D-20027
BEGIN CONSTRUCTION
STA 398+39.00
JOIN EXIST 12" RAW WELL DISCHARGE PIPELINE (PVC)
PER DTL 2 ON SHT D-101
NORTH MOUNTAIN MIDDLE SCHOOL
STA 400+13.49
HORIZ ∠ PT
STA 399+50.00
BLOW-OFF ASSY
15
20
1
PROTECT IN PLACE EXIST
SURVEY MONUMENT
(SEE NOTE 1)
REMOVE AND REPLACE EXISTING
DRIVEWAY (SEE NOTE 2)
PROTECT IN PLACE
EXISTING CHAIN LINK GATE
10'
84'
36'
28'
10'
APN: 433-490-005APN: 433-490-006APN: 433-490-007APN: 433-490-008APN: 433-490-009APN: 433-490-010 APN: 433-491-002 APN: 433-500-041 APN: 433-500-040 APN: 433-500-039 APN: 433-500-038
APN: 433-180-036
APN: 433-180-037
APN: 433-180-022
EXIST 18" RAW WELL DISCHARGE PIPELINE
(SEE DWG D-55951)
SE
E N
OT
E 3
ANTONIO ESTUDILLO
ELEMENTARY SCHOOL
STREET CL
WELL 205 SPEC 1380W
(EQUIPPING BY OTHERS)
CONSTRUCTION NOTES
1 CONSTRUCT 12” C-900 PVC PIPE, BACKFILL PER EMWD STD DWG B-286B
4 CONSTRUCT 12” 11.25° DI BEND, MJ X MJ, RESTRAIN JOINTS PER EMWD STD DWG B-663
5 CONSTRUCT 12” 90° DI BEND, MJ X MJ, RESTRAIN JOINTS PER EMWD STD DWG B-663
15 CONSTRUCT 6” BLOW-OFF PER EMWD STD DWG B-357
20 CONSTRUCT 12" TEE, FLG, WITH BLIND FLANGE AND TWO RESTRAINED FLG X MJ ADAPTERS
19 CONTROL DENSITY FILL PER DTL 1 ON SHT D-102
C-304
WELL 202 PIPELINE
PLAN AND PROFILE
STA 408+00.00 TO STA 417+43±
AS NOTED
8
ECJ
RW
MWB
SCALE:
HORIZ: 1"=40'
VERT: 1" = 4'
1580 1580
1590 1590
1600 1600
1610 1610
MA
TC
HL
IN
E S
TA
4
08
+0
0.0
0
SE
E S
HT
C
-3
03
F
OR
C
ON
TIN
UA
TIO
N
N
REVISIONS
I.D.
www.tetratech.com
9/2
2/2
02
0 9
:5
6:3
6 A
M - O
:\P
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JE
CT
S\IR
VIN
E\0
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65
\2
00
-0
95
65
-1
90
01
\C
AD
\S
HE
ET
FIL
ES
\P
IP
EL
IN
E\C
-3
04
.D
WG
- L
ER
MA
, JA
CK
IE
Bar Measures 1 inch
36
X
2
4
UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
BEFORE YOU DIG
DIAL TOLL FREE
AT LEAST TWO DAYS
811
NO. DATE DESCRIPTION APP'D/DATEINITIALS
APPROVED BY:
DIRECTOR OF ENGINEERING DATE
REFERENCES
EASTERN MUNICIPAL WATER DISTRICT
PROJECT MANAGER DATE
APPROVALS
DATEINITIALS
PROJECT ENG.
INSPECTION
OPERATIONS
MAINTENANCE
DESIGNED:
DRAWN:
CHECKED:
SUBMITTED:
DATE
SCALE:
EASTERN MUNICIPAL WATER DISTRICT
RIVERSIDE COUNTY, CALIFORNIA
S.A.
W.O.
C.O.
COORD.
SHT. OF
DWG. __-________
24
42
41473 (6) (7) (8)
40A-19
WELLS 201, 202, AND 203
PHASE 1B CONVEYANCE PIPELINES
DC
BAM
DG
DB
17885 Von Karman Ave, Suite 500
Irvine, California 92614
PHONE: (949) 809-5000 FAX: (949) 809-5010
17
SPEC. 1341W1719 PZ
09/09/2020
Greg Kowalski, P.E.07/2020
07/2020
07/2020
07/2020
07/2020
07/2020
07/2020
07/2020
Shaun Stone, P.E. 9/20209/2020
1. IF THE SURVEY MONUMENT CANNOT BE PROTECTED DUE TO THE
CONTRACTOR'S SELECTED METHODS OF CONSTRUCTION, THE
CONTRACTOR SHALL REMOVE AND REPLACE EXISTING SURVEY
MONUMENT PER COUNTY OF RIVERSIDE STANDARD PLAN NO. 901. SUCH
POINTS SHALL BE REFERENCED AND REPLACED WITH APPROPRIATE
MONUMENTATION BY A LICENSED LAND SURVEYOR OR A REGISTERED
CIVIL ENGINEER AUTHORIZED TO PRACTICE LAND SURVEYING. A CORNER
RECORD OR RECORD OF SURVEY, AS APPROPRIATE, SHALL BE FILED BY
THE LICENSED LAND SURVEYOR OR REGISTERED CIVIL ENGINEER AS
REQUIRED BY THE LAND SURVEYOR'S ACT, AT NO ADDITIONAL COST TO
EMWD.
2. CONTRACTOR SHALL REPLACE EXISTING SIDEWALK PER COUNTY OF
RIVERSIDE STANDARD PLAN NO. 401.
3. CONTRACTOR SHALL REPLACE EXISTING CURB AND GUTTER PER
COUNTY OF RIVERSIDE STANDARD PLAN NO. 200.
4. CONTRACTOR SHALL REPLACE EXISTING CHAIN LINK FENCE PER EMWD
STANDARD DWG D-672.
5. CONSTRUCT LOCATOR WIRE JUNCTION BOX PER EMWD STD DWG B-656,
(APPROX. EVERY 500 FT ALONG ALL NEW PIPELINE ALIGNMENTS) FINAL
LOCATION SHALL BE DETERMINED IN THE FIELD.
6. ALL WORK WITHIN E. 7TH STREET SHALL BE CONDUCTED DURING THE
SUMMER MONTHS WHEN SCHOOL IS OUT OF SESSION PER THE PROJECT
SPECIFICATIONS.
7. CONTRACTOR SHALL BACKFILL AROUND CROSSING UTILITIES WITH CDF
PER DTL 1 ON SHT D-102 AND THE PROJECT SPECIFICATIONS.
NOTES:
D 70159
0
SCALE:
20' 40' 80'
1"=40'
408 409 410 411 412 413 414 415 416 417 418
EXIST FS OVER CL OF PIPE
3
"
U
E
(
P
H
#
2
7
)
2
"
U
T
1
2
"
W
(
P
H
#
2
8
)
6
"
W
EXIST 12" WATER
12" PVC, C-900, DR 18
RAW WELL DISCHARGE
1
2
"
W
(
A
B
A
N
)
6
"
W
6
"
W
6
"
W
1
2
"
W
1
6
"
I
R
R
(
A
B
A
N
)
C
U
T
A
N
D
R
E
M
O
V
E
P
I
P
E
A
S
R
E
Q
U
I
R
E
D
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
B
Y
C
O
N
T
R
A
C
T
O
R
1
2
"
I
R
R
(
A
B
A
N
)
C
U
T
A
N
D
R
E
M
O
V
E
A
S
R
E
Q
U
I
R
E
D
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
B
Y
C
O
N
T
R
A
C
T
O
R
(
P
H
#
2
9
)
WELL 202 YARD PIPING
(BY OTHERS)
EN
D C
ON
ST
RU
CT
IO
N
ST
A 417+
43±
CG
E
LE
V 1595.09
DONNA WAY CL
ST
A 417+
04.17
HO
RIZ
∠
PT
1
ST
A 415+
70
ST
A 417+
43±
RESTRAIN ALL JOINTS PER EMWD STD DWG B-663
(191± LF)
xx
REMOVE AND REPLACE
EXIST CHAIN LINK FENCE
(SEE NOTE 4)
GB
S
TA
416+
65.02
CG
E
LE
V 1594.70
GB
S
TA
416+
56.00
CG
E
LE
V 1592.86
235
REPAIR PAVING PER CITY OF SAN JACINTO PERMIT REQUIREMENTS
UNPAVED TRENCH REPLACEMENT PER EMWD STD DWG B-286B
EX
IS
T 12" R
AW
WA
TE
R P
ER
PH
AS
E 1A
P
LA
NS
44
S
=
0
.
2
0
4
0
S= 0.0050
S= 0.0
050
19
19
19
19
APN: 433-500-037
UT
UT
''G2''G 2''G 2''G 2''G
2''G
12''W
12''W
12''W
12''W
2''W
(A
BA
N)
WM
UE UE UE
OE
OE
OE
OEOE
W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W
8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS
16''IRR 16''IRR 16''IRR 16''IRR 16''IRR 16''IRR 16''IRR 16''IRR
18''RAW 18''RAW 18''RAW 18''RAW 18''RAW 18''RAW 18''RAW 18''RAW 18''RAW
UT UT UT UT UT
12''IRR(ABAN) 12''IRR(ABAN) 12''IRR(ABAN) 12''IRR(ABAN) 12''IRR(ABAN) 12''IRR(ABAN) 12''IRR(ABAN)
CATV CATVCATV
CATVCATV
6"W
409 410411 412 413
414 415 416417
B-1
2''W
W
MA
TC
HL
IN
E S
TA
4
08
+0
0.0
0
SE
E S
HT
C
-3
03 F
OR
C
ON
TIN
UA
TIO
N
E. 7TH ST
DONNA WAY
88'
32'
32'
6'
12" RAW WELL
DISCHARGE
(BY OTHERS)
CURB FACE
CURB FACE
EXIST 18" RAW PER
EMWD DWG D-27586
EXIST 8" SS PER CITY OF
SAN JACINTO DWG SD-916
88'
32'
32'
CURB FACE
CURB
FACE
EXIST 12" W PER
EMWD DWG D-8498
EXIST 12" W PER
EMWD DWG C-273
EXIST 12" IRR
(ABAN)
EXIST 16" IRR
END
CONSTRUCTION
STA 417+43±
NORTH MOUNTAIN MIDDLE SCHOOL
STA 417+04.17
HORIZ ∠ PT
PROTECT IN PLACE
EXIST SURVEY MONUMENT
(SEE NOTE 1)
10'
5'
23
WELL 202 SPEC 1380W
(EQUIPPING BY OTHERS)
5
REMOVE AND
REPLACE EXIST
CHAIN LINK FENCE
(SEE NOTE 4)
REMOVE AND
REPLACE
EXISTING
SIDEWALK,
CURB, AND
GUTTER TO
THE NEAREST
JOINT (SEE
NOTES 2 & 3)
APN: 433-500-036 APN: 433-500-035 APN: 433-500-034 APN: 433-500-033 APN: 433-160-006
APN: 433-160-037
AP
N: 433-180-024
AP
N: 433-180-022
APN: 433-180-023
APN: 433-180-028 APN: 433-180-029 APN: 433-180-031
SCHOOL
DRIVEWAY
SCHOOL
DRIVEWAY
STREET CL
12" PVC, C-900, DR18
RAW WELL DISCHARGE
10' NORTH OF CL
1
CONSTRUCTION NOTES
1 CONSTRUCT 12” C-900 PVC PIPE, BACKFILL PER EMWD STD DWG B-286B
5 CONSTRUCT 12” 90° DI BEND, MJ X MJ, RESTRAIN JOINTS PER EMWD STD DWG B-663
23 CONSTRUCT RESTRAINED FLANGE COUPLING ADAPTER AND 2" "TYPE D" TEMPORARY
END OF LINE BLOWOFF PER EMWD STD DWG B-367. END 2" PIPING IN VALVE BOX AND
INSTALL A 2" PLUG AT THE BRASS ANGLE VALVE.
4 CONSTRUCT 12” 11.25° DI BEND, MJ X MJ, RESTRAIN JOINTS PER EMWD STD DWG B-663
19 CONTROL DENSITY FILL PER DTL 1 ON SHT D-102
C-305
WELL 203 PIPELINE
PLAN AND PROFILE
STA 510+00.00 TO STA 515+50.00
AS NOTED
9
ECJ
RW
MWB
SCALE:
HORIZ: 1"=40'
VERT: 1" = 4'
1560 1560
1570 1570
1580 1580
1590 1590
MA
TC
HL
IN
E S
TA
5
15
+5
0.0
0
SE
E S
HT
C
-3
06
F
OR
C
ON
TIN
UA
TIO
N
N
0
SCALE:
20' 40' 80'
1"=40'_XREF
REVISIONS
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-3
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.D
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Bar Measures 1 inch
36
X
2
4
UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
BEFORE YOU DIG
DIAL TOLL FREE
AT LEAST TWO DAYS
811
NO. DATE DESCRIPTION APP'D/DATEINITIALS
APPROVED BY:
DIRECTOR OF ENGINEERING DATE
REFERENCES
EASTERN MUNICIPAL WATER DISTRICT
PROJECT MANAGER DATE
APPROVALS
DATEINITIALS
PROJECT ENG.
INSPECTION
OPERATIONS
MAINTENANCE
DESIGNED:
DRAWN:
CHECKED:
SUBMITTED:
DATE
SCALE:
EASTERN MUNICIPAL WATER DISTRICT
RIVERSIDE COUNTY, CALIFORNIA
S.A.
W.O.
C.O.
COORD.
SHT. OF
DWG. __-________
24
42
41473 (6) (7) (8)
40A-19
WELLS 201, 202, AND 203
PHASE 1B CONVEYANCE PIPELINES
DC
BAM
DG
DB
17885 Von Karman Ave, Suite 500
Irvine, California 92614
PHONE: (949) 809-5000 FAX: (949) 809-5010
17
SPEC. 1341W1719 PZ
09/09/2020
Greg Kowalski, P.E.07/2020
07/2020
07/2020
07/2020
07/2020
07/2020
07/2020
07/2020
Shaun Stone, P.E. 9/20209/2020
NOTE:
1. CONTRACTOR SHALL DEMONSTRATE EXTREME CAUTION WHEN WORKING
NEAR EXISTING OVERHEAD ELECTRICAL POWER LINES.
2. CONSTRUCT LOCATOR WIRE JUNCTION BOX PER EMWD STD DWG B-656,
(APPROX. EVERY 500 FT ALONG ALL NEW PIPELINE ALIGNMENTS) FINAL
LOCATION SHALL BE DETERMINED IN THE FIELD.
3. CONTRACTOR SHALL BACKFILL AROUND CROSSING UTILITIES WITH CDF
PER DTL 1 ON SHT D-102 AND THE PROJECT SPECIFICATIONS.
D 70160
12" PVC, C-900, DR 18
RAW WELL DISCHARGE
510 511 512 513 514 515 515
EXIST FS OVER CL OF PIPE
xx
PROTECT IN PLACE
EXIST CHAIN LINK GATE
BE
GIN
C
ON
ST
RU
CT
IO
N
ST
A 510+
00.00(12"∅
)=S
TA
311+
63.02 (24"∅
)24" X
12" T
EE
12" G
V
CG
E
LE
V 1578.34
ST
A 514+
72.15
HO
RIZ
∠
PT
10
12
1
S= 0.0038
ST
A 510+
00
ST
A 512+
00
RESTRAIN ALL JOINTS PER EMWD STD DWG B-663
(200 LF)
ST
A 514+
00
ST
A 515+
50
RESTRAIN ALL JOINTS PER EMWD STD DWG B-663
(150 LF)
5
ST
A 514+
85.00
BLO
W-O
FF
A
SS
Y
15
EXIST 10" SEWER
WM
WM
3''G
3''G
2''G
24''S
D
24''S
D
10''S
S
10''S
S
4''W
(A
BA
N)
4''W
(A
BA
N)
UE
UE
UT
UT
8''W
O
E
2''G
18''W
18''W
O
E
G
G
511512
513514
515
510
MATCHLINE STA 515+50.00
SEE SHT C-306 FOR CONTINUATION
12" PVC, C-900, DR18
RAW WELL DISCHARGE
20' EAST OF PL
E. OLD 2ND ST
E. EVANS ST
63'
30' 33'
17'
20'
18" RAW WELL BLOWOFF PIPELINE
PER SHT C-310
30' E
WM
D
EA
SE
ME
NT
EXIST 18" RAW PER
EMWD DWG D-3390
EXIST 10" SS PER CITY OF
SAN JACINTO DWG D-11292
CURB FACE
MA
RG
AT
E W
AY
BEGIN CONSTRUCTION
STA 510+00.00 (12"∅) =STA 311+63.02 (24"∅)24" x 12" TEE
12" GV
12" PVC, C-900, DR18
RAW WELL SUPPLY
17' NORTH OF CL
1210
PROTECT IN PLACE
EXIST CHAIN LINK FENCE
1
1
STA 514+72.15
HORIZ ∠ PT
5
PROTECT IN PLACE
EXIST CHAIN LINK GATE
EXIST SURVEY MONUMENT
PROTECT IN PLACE
EXIST SURVEY MONUMENT
PROTECT IN PLACE
24" RAW WELL SUPPLY PIPELINE
PER SHT C-302
CAUTION: EXIST
OVERHEAD ELECTRICAL
(SEE NOTE 1)
STA 514+85.00
BLOW-OFF ASSY
15
APN: 437-300-009
APN: 437-292-016
APN: 437-292-012
APN: 437-300-038
APN: 437-282-037
APN: 437-392-001
APN: 437-392-002
PROTECT IN PLACE
EXIST STORM DRAIN
MANHOLE
APN: 437-392-003
WELL 201 SPEC 1380W
(EQUIPPING BY OTHERS)
SPEC
1380W
SPEC
1341W
WELL 201 18"
DISCHARGE PIPING
(BY OTHERS)
WELL 201 BLOWOFF
PIPING (BY OTHERS)
510
18" RAW WELL SUPPLY PIPELINE
PER SHT C-302
CONSTRUCTION NOTES
1 CONSTRUCT 12” C-900 PVC PIPE, BACKFILL PER EMWD STD DWG B-286B
5 CONSTRUCT 12” 90° DI BEND, MJ X MJ, RESTRAIN JOINTS PER EMWD STD DWG B-663
10 CONSTRUCT 24” X 12” TEE, FLG, RESTRAINED PER EMWD STD DWG B-663
12 CONSTRUCT 12” RESILIENT-SEATED GATE VALVE , FLG X MJ PER EMWD STD DWG B-255
15 CONSTRUCT 6” BLOW-OFF PER EMWD STD DWG B-357
Label contains broken referenceLabel contains broken reference
C-306
WELL 203 PIPELINE
PLAN AND PROFILE
STA 515+50.00 TO STA 524+00.00
AS NOTED
10
ECJ
RW
MWB
SCALE:
HORIZ: 1"=40'
VERT: 1" = 4'
1570 1570
1580 1580
1590 1590
1600 1600
MA
TC
HL
IN
E S
TA
5
24
+0
0.0
0
SE
E S
HT
C
-3
07
F
OR
C
ON
TIN
UA
TIO
N
0
SCALE:
20' 40' 80'
1" = 40'
N
MA
TC
HL
IN
E S
TA
5
15
+5
0.0
0
SE
E S
HT
C
-3
05
F
OR
C
ON
TIN
UA
TIO
N
REVISIONS
I.D.
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.D
WG
- L
ER
MA
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Bar Measures 1 inch
36
X
2
4
UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
BEFORE YOU DIG
DIAL TOLL FREE
AT LEAST TWO DAYS
811
NO. DATE DESCRIPTION APP'D/DATEINITIALS
APPROVED BY:
DIRECTOR OF ENGINEERING DATE
REFERENCES
EASTERN MUNICIPAL WATER DISTRICT
PROJECT MANAGER DATE
APPROVALS
DATEINITIALS
PROJECT ENG.
INSPECTION
OPERATIONS
MAINTENANCE
DESIGNED:
DRAWN:
CHECKED:
SUBMITTED:
DATE
SCALE:
EASTERN MUNICIPAL WATER DISTRICT
RIVERSIDE COUNTY, CALIFORNIA
S.A.
W.O.
C.O.
COORD.
SHT. OF
DWG. __-________
24
42
41473 (6) (7) (8)
40A-19
WELLS 201, 202, AND 203
PHASE 1B CONVEYANCE PIPELINES
DC
BAM
DG
DB
17885 Von Karman Ave, Suite 500
Irvine, California 92614
PHONE: (949) 809-5000 FAX: (949) 809-5010
17
SPEC. 1341W1719 PZ
09/09/2020
Greg Kowalski, P.E.07/2020
07/2020
07/2020
07/2020
07/2020
07/2020
07/2020
07/2020
Shaun Stone, P.E. 9/20209/2020
NOTE:
1. CONTRACTOR SHALL REPLACE EXISTING CONCRETE SPANDREL PER
COUNTY OF RIVERSIDE STANDARD PLAN NO. 209.
2. IF THE CONCRETE CURB AND GUTTER IS DAMAGED DUE TO THE
CONTRACTOR'S SELECTED CONSTRUCTION METHODS, REPLACE THE
CURB AND GUTTER PER COUNTY OF RIVERSIDE STANDARD PLAN NO. 200
AT NO ADDITIONAL COST TO EMWD.
3. CONTRACTOR SHALL REPLACE IN KIND EXISTING ASPHALT CURB PER
SPPWC 120-2, TYPE D-6.
4. CONSTRUCT LOCATOR WIRE JUNCTION BOX PER EMWD STD DWG B-656,
(APPROX. EVERY 500 FT ALONG ALL NEW PIPE ALIGNMENTS) FINAL
LOCATION SHALL BE DETERMINED IN THE FIELD
5. CONTRACTOR SHALL BACKFILL AROUND CROSSING UTILITIES WITH CDF
PER DTL 1 ON SHT D-102 AND THE PROJECT SPECIFICATIONS.
D 70161
515 516 517 518 519 520 521 522 523 524
EXIST FS OVER CL OF PIPE
4
"
U
E
(
P
H
#
3
1
)
2
"
U
E
1
2
"
G
2
"
U
T
(
P
H
#
3
3
)
1
2
"
G
2
-
4
"
C
O
M
M
U
E
8
"
W
8
"
W
12" PVC, C-900, DR 18
RAW WELL DISCHARGE
24" S
D
(P
H #32)
(
P
H
#
3
4
)
4
"
U
T
8
"
W
3
"
U
E
2
"
W
S
3
"
/
4
"
U
E
(
P
H
#
3
6
)
ST
A 52
1+
26
±
RE
LO
CA
TE
4
" S
S
ST
A 5
20
+6
4±
RE
LO
CA
TE
4
" S
S
ST
A 51
9+
70
±
RE
LO
CA
TE
4
" S
S
WINDSOR PL CL
KATRINA LN CL
1
4
GB
S
TA
5
19
+2
0.0
0
CG
E
LE
V 1
58
3.9
0
GB
S
TA
52
0+
90
.0
0
CG
E
LE
V 1
58
4.0
0
GB
S
TA
5
19+
09
.0
0
CG
E
LE
V 15
81
.7
5
4
S= 0.1955
S= 0.0006
S=
0.0
094
S= 0.0038
ST
A 5
18
+9
0
ST
A 5
19
+4
0
RESTRAIN ALL
JOINTS PER EMWD
STD DWG B-663
(50 LF)
26
26
26
8
"
S
S
6" M
IN
CL
R
4
"
S
S
REMOVE AND REPLACE
ASPHALT CURB (SEE NOTE 3)
REPAIR PAVING PER CITY OF SAN JACINTO PERMIT REQUIREMENTS
UNPAVED TRENCH REPLACEMENT
PER EMWD STD DWG B-286B
EXIST 10" SEWER
1
"
G
19
19
19
WMWMWM
WMWM
WM
WM
WM
WM
C
C-401
''G3''G
3''G3''G
3''G
3''G3''G
3''G3''G
2''G
''W
8''W
8''S
S
24''SD24''SD
24''SD
10''SS10''SS
10''SS
10''SS
10''SS
10''SS
10''SS10''SS
4''W (ABAN)4''W (ABAN)
4''W (ABAN)4''W (ABAN)
4''W (ABAN)4''W (ABAN)
4''W (ABAN)
UEUE
UEUE
UEUE
UEUE
UE
UE
UE
UTUT
UTUT
UT
UT
UT
2''G
UT
UTUT
UT
8''S
S
18''W18''W
18''W18''W
18''W18''W
18''W18''W
UE
UT
8"W
W
8"W
CA
TV
UE
8"W
UT
UT
8''S
S
MA
TC
HLIN
E S
TA
51
5+
50.0
0
SE
E S
HT
C
-305
F
OR
C
ON
TIN
UA
TIO
N
MA
TC
HLIN
E S
TA
52
4+
00.0
0
SE
E S
HT
C
-30
7 F
OR
C
ON
TIN
UA
TIO
N
12" PVC, C-900, DR18
RAW WELL DISCHARGE
17' NORTH OF CL
E. EVANS ST
WINDSOR PL KATRINA LN
63
'
22
'2
1'
17
'
66
'
22
'2
2'
17
'
5'
5'
EXIST 8" SEWER PER CITY OF
SAN JACINTO DWG D-11693
EXIST 8" WATER PER CITY OF
SAN JACINTO DWG D-11693
EXIST 4" W (ABAN)
EXIST 8" SEWER PER CITY OF
SAN JACINTO DWG D-11898
EXIST 8" WATER PER CITY OF
SAN JACINTO DWG D-11898
EXIST 10" SEWER PER CITY OF
SAN JACINTO DWG D-11292
REMOVE AND REPLACE
IN KIND EXIST CONC SPANDREL,
SAW CUT AT JOINTS
(SEE NOTE 1)
EXIST 8" WATER PER CITY OF
SAN JACINTO DWG D-11693
REMOVE AND REPLACE
EXIST LOCAL DEPRESSION
PER RCFCD STANDARD DWG CB100
1
PROTECT IN PLACE
CURB AND GUTTER
(SEE NOTE 2)
PROTECT IN PLACE
CURB AND GUTTER
(SEE NOTE 2)
REMOVE AND
REPLACE ASPHALT
CURB (SEE NOTE 3)
63
'
22
'2
2'
17
'
5'
516517
518519
520521
522523
5
B-9
APN:
437-392-004
APN:
437-392-005
APN:
437-392-006
APN:
437-392-007
APN:
437-392-008
APN:
437-392-009
APN:
437-392-010
APN:
437-392-011
APN:
437-392-012
EXIST 18" WATER PER
EMWD DWG D-3390
APN:
437-391-001
APN: 437-300-009 APN: 437-300-008 APN: 437-300-017 APN: 437-300-018 APN: 437-300-019 APN: 437-300-020 APN: 437-301-013
AP
N: 4
37
-3
01
-0
12
APN:
433-342-040
APN:
433-341-018
AP
N:
43
3-3
41
-0
19
5'
STREET CL
5'
CONSTRUCTION NOTES
1 CONSTRUCT 12” C-900 PVC PIPE, BACKFILL PER EMWD STD DWG B-286B
4 CONSTRUCT 12” 11.25° DI BEND, MJ X MJ, RESTRAIN JOINTS PER EMWD STD DWG B-663
26 RELOCATE SEWER LATERAL PER DTL 2 ON SHT D-102
19 CONTROL DENSITY FILL PER DTL 1 ON SHT D-102
SCALE:
HORIZ: 1"=40'
VERT: 1" = 4'
1570 1570
1580 1580
1590 1590
1600 1600
C-307
WELL 203 PIPELINE
PLAN AND PROFILE
STA 524+00.00 TO STA 532+00.00
AS NOTED
11
ECJ
RW
MWB
MA
TC
HL
IN
E S
TA
5
32
+0
0.0
0
SE
E S
HT
C
-3
08
F
OR
C
ON
TIN
UA
TIO
N
0
SCALE:
20' 40' 80'
1" = 40'
N
MA
TC
HL
IN
E S
TA
5
24
+0
0.0
0
SE
E S
HT
C
-3
06
F
OR
C
ON
TIN
UA
TIO
N
REVISIONS
I.D.
www.tetratech.com
9/2
2/2
02
0 9
:5
8:1
7 A
M - O
:\P
RO
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CT
S\IR
VIN
E\0
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65
\2
00
-0
95
65
-1
90
01
\C
AD
\S
HE
ET
FIL
ES
\P
IP
EL
IN
E\C
-3
07
.D
WG
- L
ER
MA
, JA
CK
IE
Bar Measures 1 inch
36
X
2
4
UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
BEFORE YOU DIG
DIAL TOLL FREE
AT LEAST TWO DAYS
811
NO. DATE DESCRIPTION APP'D/DATEINITIALS
APPROVED BY:
DIRECTOR OF ENGINEERING DATE
REFERENCES
EASTERN MUNICIPAL WATER DISTRICT
PROJECT MANAGER DATE
APPROVALS
DATEINITIALS
PROJECT ENG.
INSPECTION
OPERATIONS
MAINTENANCE
DESIGNED:
DRAWN:
CHECKED:
SUBMITTED:
DATE
SCALE:
EASTERN MUNICIPAL WATER DISTRICT
RIVERSIDE COUNTY, CALIFORNIA
S.A.
W.O.
C.O.
COORD.
SHT. OF
DWG. __-________
24
42
41473 (6) (7) (8)
40A-19
WELLS 201, 202, AND 203
PHASE 1B CONVEYANCE PIPELINES
DC
BAM
DG
DB
17885 Von Karman Ave, Suite 500
Irvine, California 92614
PHONE: (949) 809-5000 FAX: (949) 809-5010
17
SPEC. 1341W1719 PZ
09/09/2020
Greg Kowalski, P.E.07/2020
07/2020
07/2020
07/2020
07/2020
07/2020
07/2020
07/2020
Shaun Stone, P.E. 9/20209/2020
NOTES:
1. CONTRACTOR SHALL REPLACE EXISTING CONCRETE SPANDREL PER
COUNTY OF RIVERSIDE STANDARD PLAN NO. 209.
2. IF THE CONCRETE CURB AND GUTTER IS DAMAGED DUE TO THE
CONTRACTOR'S SELECTED CONSTRUCTION METHODS,REPLACE THE CURB
AND GUTTER PER COUNTY OF RIVERSIDE STANDARD PLAN NO. 200 AT NO
ADDITIONAL COST TO EMWD.
3. PROPOSED 12" PIPELINE IS DESIGNED 3' (CL TO CL) FROM EXISTING 3" GAS
LINE. CONTRACTOR SHALL POTHOLE THE EXISTING 3" GAS LINE PRIOR TO
CONSTRUCTION.
4. CONSTRUCT LOCATOR WIRE JUNCTION BOX PER EMWD STD DWG B-656,
(APPROX. EVERY 500 FT ALONG ALL NEW PIPE ALIGNMENTS) FINAL
LOCATION SHALL BE DETERMINED IN THE FIELD.
5. CONTRACTOR SHALL BACKFILL AROUND CROSSING UTILITIES WITH CDF
PER DTL 1 ON SHT D-102 AND THE PROJECT SPECIFICATIONS.
D 70162
524 525 526 527 528 529 530 531 532
EXIST FS OVER CL OF PIPE
1
2
"
G
1
2
"
G
1
2
"
G
2
"
G
2
"
G
2
"
U
T
3
"
U
E
2
"
U
T
(
P
H
#
3
9
)
1
2
"
G
8
"
W
S
8
"
W
12" PVC, C-900, DR 18
RAW WELL DISCHARGE
2
"
W
(
P
H
#
3
8
)
(
P
H
#
3
8
.
1
)
(
P
H
#
3
8
.
2
)
3
"
U
T
V
2
"
W
S
(
P
H
#
4
0
)
6
"
W
1
/
2
"
G
1
-
2
"
C
/
2
-
4
"
C
U
E
P
H
#
3
7
2
"
W
S
EXIST 3" G
ST
A 524+
63±
RE
LO
CA
TE
4" S
S
ST
A 525+
15±
RE
LO
CA
TE
4" S
S
ST
A 525+
78±
RE
LO
CA
TE
4" S
S
ST
A 526+
40±
RE
LO
CA
TE
4" S
S
ST
A 527+
14±
RE
LO
CA
TE
4" S
S
TIMOTHY CL
1
GB
S
TA
526+
35.90
CG
E
LE
V 1589.12
GB
S
TA
531+
40.00
CG
E
LE
V 1591.64
26
26
26
26
26
1
2
"
W
1
2
"
W
REPAIR PAVING PER CITY OF SAN JACINTO PERMIT REQUIREMENTS
S= 0.0094
S= 0.0
050
S
= 0.0146
EXIST 10" SEWER
2
"
W
S
19
19
19
ST
A 526+
35.13
ED
IT
D
ES
CR
IP
TIO
N
2
"
U
E
3''G3''G
3''G3''G
3''G3''G
3''G
2'
18''W
18''W
18''W
18''W
18''W
10''SS 10''SS 10''SS 10''SS
10''SS
10''SS
10''SS10''SS
4''W (ABAN)4''W (ABAN)
UEUE
UEUE
UEUE
UE
EUE
UEUE
UEUE
UEUE
UTUT
UTUT
UTUT
UT
UT
UT
18''W18''W
18''W
12''W12''W
12''W12''W
12''W
G
G
UE
CA
TV
12
"W
8"W
12
"W
12
"W
UE
WM
WM
WM WM
WM
WM
WM
WM
WMWM
WM
WMWM
WMWM
WMWM
WMWM
WMWM
WM
4525
526527
528529
530531
5
3''G3''G
3''G3''G
3''G3''G
3''G
18''W
18''W
18''W
18''W
18''W18''W
10''SS 10''SS 10''SS 10''SS
10''SS
10''SS
10''SS10''SS
4''W (ABAN)4''W (ABAN)
UEUE
UEUE
UEUE
UE
UEUE
UEUE
UEUE
UE
UTUT
UTUT
UTUT
UTUT
UT
UT
18''W18''W
18''W
12''W12''W
12''W12''W
12''W
G
G
UE
CA
TV
12
"W
8"W
12
"W
12
"W
UE
MA
TC
HL
IN
E S
TA
52
4+
00.0
0
SE
E S
HT
C
-3
06
F
OR
C
ON
TIN
UA
TIO
N
MA
TC
HLIN
E S
TA
53
2+
00
.0
0
SE
E S
HT
C
-30
8 F
OR
C
ON
TIN
UA
TIO
N
12" PVC, C-900, DR18
RAW WELL DISCHARGE
17' NORTH OF CL
E. EVANS ST
TIMOTHY DR
17
'
66
'
22
'2
2'
EXIST 4" W (ABAN)
EXIST 12" WATER PER
EMWD DWG D-8355
EXIST 10" SS PER CITY OF
SAN JACINTO DWG D-11293
23
'
EXIST 8" SS PER CITY
OF SAN JACINTO
DWG D-25117
EXIST 8" WATER PER CITY OF
SAN JACINTO DWG D-25117
REMOVE AND REPLACE IN KIND
EXIST CONC SPANDREL, SAW
CUT AT JOINTS (SEE NOTE 1)
1
EXIST SURVEY MONUMENT
PROTECT IN PLACE
PROTECT IN PLACE
CURB AND GUTTER
(SEE NOTE 2)
PROTECT IN PLACE
CURB AND GUTTER
(SEE NOTE 2)
66
'
22
'2
2'
17
'
12
'
PROTECT IN PLACE EXIST
3" G (SEE NOTE 3)
APN: 437-301-007 APN: 437-301-008 APN: 437-301-009 APN: 437-301-010APN: 433-200-001
AP
N: 4
37
-3
01
-0
11
APN: 433-481-001
APN: 433-480-027 APN: 433-480-026
AP
N: 4
33
-3
41
-0
19
APN: 433-341-020 APN: 433-341-021 APN: 433-341-022 APN: 433-341-023 APN: 433-341-024 APN: 433-341-024 APN: 433-341-025 APN: 433-341-026 APN: 433-341-027 APN: 433-341-028 APN:
433-341-029
APN: 433-341-030 APN: 433-341-031
EXIST 18" WATER PER
EMWD DWG D-3390
EXIST 18" WATER PER CITY OF
SAN JACINTO DWG D-11293
STREET CL
5'
5'
3'
CONSTRUCTION NOTES
1 CONSTRUCT 12” C-900 PVC PIPE, BACKFILL PER EMWD STD DWG B-286B
26 RELOCATE SEWER LATERAL PER DTL 2 ON SHT D-102
19 CONTROL DENSITY FILL PER DTL 1 ON SHT D-102
C-308
WELL 203 PIPELINE
PLAN AND PROFILE
STA 532+00.00 TO STA 534+07±
AS NOTED
12
ECJ
RW
MWB
SCALE:
HORIZ: 1"=40'
VERT: 1" = 4'
1580 1580
1590 1590
1600 1600
1610 1610
0
SCALE:
20' 40' 80'
1" = 40'
MA
TC
HL
IN
E S
TA
5
32
+0
0.0
0
SE
E S
HT
C
-3
07
F
OR
C
ON
TIN
UA
TIO
N
N
REVISIONS
I.D.
www.tetratech.com
9/2
2/2
02
0 9
:5
9:5
6 A
M - O
:\P
RO
JE
CT
S\IR
VIN
E\0
95
65
\2
00
-0
95
65
-1
90
01
\C
AD
\S
HE
ET
FIL
ES
\P
IP
EL
IN
E\C
-3
08
.D
WG
- L
ER
MA
, JA
CK
IE
Bar Measures 1 inch
36
X
2
4
UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
BEFORE YOU DIG
DIAL TOLL FREE
AT LEAST TWO DAYS
811
NO. DATE DESCRIPTION APP'D/DATEINITIALS
APPROVED BY:
DIRECTOR OF ENGINEERING DATE
REFERENCES
EASTERN MUNICIPAL WATER DISTRICT
PROJECT MANAGER DATE
APPROVALS
DATEINITIALS
PROJECT ENG.
INSPECTION
OPERATIONS
MAINTENANCE
DESIGNED:
DRAWN:
CHECKED:
SUBMITTED:
DATE
SCALE:
EASTERN MUNICIPAL WATER DISTRICT
RIVERSIDE COUNTY, CALIFORNIA
S.A.
W.O.
C.O.
COORD.
SHT. OF
DWG. __-________
24
42
41473 (6) (7) (8)
40A-19
WELLS 201, 202, AND 203
PHASE 1B CONVEYANCE PIPELINES
DC
BAM
DG
DB
17885 Von Karman Ave, Suite 500
Irvine, California 92614
PHONE: (949) 809-5000 FAX: (949) 809-5010
17
SPEC. 1341W1719 PZ
09/09/2020
Greg Kowalski, P.E.07/2020
07/2020
07/2020
07/2020
07/2020
07/2020
07/2020
07/2020
Shaun Stone, P.E. 9/20209/2020
NOTES:
1. CONTRACTOR SHALL REPLACE EXISTING CURB AND GUTTER PER COUNTY OF RIVERSIDE
STANDARD PLAN NO. 200.
2. CONTRACTOR SHALL REPLACE EXISTING SIDEWALK PER COUNTY OF RIVERSIDE
STANDARD PLAN NO. 401.
3. IF THE CONCRETE CURB AND GUTTER IS DAMAGED DUE TO THE CONTRACTOR'S
SELECTED CONSTRUCTION METHODS, REPLACE THE CURB AND GUTTER PER COUNTY
OF RIVERSIDE STANDARD PLAN NO. 200 AT NO ADDITIONAL COST TO EMWD.
4. CONSTRUCT LOCATOR JUNCTION BOX PER EMWD STD DWG B-656, (APPROX. EVERY 500
FT ALONG NEW PIPE ALIGNMENTS) FINAL LOCATION SHALL BE DETERMINED IN THE FIELD.
5. PROPOSED 12" PIPELINE IS DESIGNED 3' (CL TO CL) AWAY FROM EXISTING 3" GAS LINE.
CONTRACTOR SHALL POTHOLE THE EXISTING 3" GAS LINE PRIOR TO CONSTRUCTION.
6. CONTRACTOR SHALL BACKFILL AROUND CROSSING UTILITIES WITH CDF PER DTL 1 ON
SHT D-102 AND THE PROJECT SPECIFICATIONS.
D 70163
532 533 534 535
EXIST FS OVER CL OF PIPE
12" PVC, C-900, DR 18
RAW WELL DISCHARGE
EXIST 3" G
WELL 203 YARD PIPING
(BY OTHERS)
EN
D C
ON
ST
RU
CT
IO
N
ST
A 534+
07±
CG
E
LE
V 1594.95
ST
A 534+
04.13
HO
RIZ
A
NG
P
T
1
S= 0.0015
S
= 0.0146
ST
A 533+
20
ST
A 534+
09
5
RESTRAIN ALL JOINTS PER
EMWD STD DWG B-663
(89± LF)
(S= 0.0015)
3
"
U
E
REPAIR PAVING PER CITY OF SAN JACINTO PERMIT REQUIREMENTS
GB
S
TA
533+
62.00
CG
E
LE
V 1594.88'
EXIST 10" SEWER
3''G
3''G
3''G
''W
18''W
18''W
18''W
10''S
S10''S
S10''S
S
UE
UE
UE
UE
UT
UT
UT
12''W
12''W
12''W
WM
WM
WM
WM
WM
WM
WM
WM
D
C-401
5533
534
12''RAW 12''RAW 12''RAW
MATCHLINE STA 532+00.00
SEE SHT C-307 FOR CONTINUATION
E. E
VA
NS
S
T
66'
22' 22'
16'
12" PVC, C-900, DR18
RAW WELL DISCHARGE
17' NORTH OF CL
4'
EXISTING 12" RAW WELL
BLOWOFF PIPELINE PER
PHASE 1A PLANS
EXISTING 12" RAW WELL
DISCHARGE PIPELINE
PER PHASE 1A PLANS
EXIST 10" SS PER CITY OF
SAN JACINTO DWG D-11293
EXIST 18" W PER CITY OF
SAN JACINTO DWG D-11293
EXIST 12" W PER
EMWD DWG D-8355
17'
1
END CONSTRUCTION
STA 534+07±
CONNECT TO EXISTING 12"
RAW WATER SUPPLY
PER DTL 3 ON SHT D-101
STA 534+04.13
HORIZ ∠ PT
5
EXIST SURVEY MONUMENT
PROTECT IN PLACE
REMOVE AND REPLACE EXIST CURB
AND GUTTER, SAW CUT AT JOINTS
(SEE NOTE 1)
PROTECT IN PLACE
EXIST BRICK WALL
REMOVE AND REPLACE
INTERFERING PORTIONS OF
SIDEWALK FROM JOINT TO JOINT
(SEE NOTE 2)
PROTECT IN PLACE
CURB AND GUTTER
(SEE NOTE 3)
WELL 203 SPEC 1380W
(EQUIPPING BY OTHERS)
APN: 433-341-032
APN: 433-341-033
APN: 433-341-034
APN: 433-341-035
APN: 433-351-002
APN: 433-480-024
APN: 433-480-023 APN: 433-480-022 APN: 433-480-015 APN: 433-480-014
APN: 433-480-025
APN: 433-200-052
APN: 433-200-053
STREET CL
5'
3'
PROTECT IN PLACE EXIST 3" GAS (SEE NOTE 5)
EXISTING 12" RAW WELL
BLOWOFF PIPELINE PER
PHASE 1A PLANS
12''R
AW
12''RAW 12''RAW 12''RAW 12''RAW
CONSTRUCTION NOTES
1 CONSTRUCT 12” C-900 PVC PIPE, BACKFILL PER EMWD STD DWG B-286B
5 CONSTRUCT 12” 90° DI BEND, MJ X MJ, RESTRAIN JOINTS PER EMWD STD DWG B-663
C-309
WELL 201 BLOWOFF PIPELINE
PLAN AND PROFILE
STA 600+00.00 TO STA 608+00.00
AS NOTED
13
ECJ
RW
MWB
SCALE:
HORIZ: 1"=40'
VERT: 1" = 4'
1560 1560
1570 1570
1580 1580
1590 1590
MA
TC
HL
IN
E S
TA
6
08
+0
0.0
0
SE
E S
HT
C
-3
10
F
OR
C
ON
TIN
UA
TIO
N
0
SCALE:
20' 40' 80'
1" = 40'
N
REVISIONS
I.D.
www.tetratech.com
9/2
2/2
02
0 1
0:0
0:3
0 A
M - O
:\P
RO
JE
CT
S\IR
VIN
E\0
95
65
\2
00
-0
95
65
-1
90
01
\C
AD
\S
HE
ET
FIL
ES
\P
IP
EL
IN
E\C
-3
09
.D
WG
- L
ER
MA
, JA
CK
IE
Bar Measures 1 inch
36
X
2
4
UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
BEFORE YOU DIG
DIAL TOLL FREE
AT LEAST TWO DAYS
811
NO. DATE DESCRIPTION APP'D/DATEINITIALS
APPROVED BY:
DIRECTOR OF ENGINEERING DATE
REFERENCES
EASTERN MUNICIPAL WATER DISTRICT
PROJECT MANAGER DATE
APPROVALS
DATEINITIALS
PROJECT ENG.
INSPECTION
OPERATIONS
MAINTENANCE
DESIGNED:
DRAWN:
CHECKED:
SUBMITTED:
DATE
SCALE:
EASTERN MUNICIPAL WATER DISTRICT
RIVERSIDE COUNTY, CALIFORNIA
S.A.
W.O.
C.O.
COORD.
SHT. OF
DWG. __-________
24
42
41473 (6) (7) (8)
40A-19
WELLS 201, 202, AND 203
PHASE 1B CONVEYANCE PIPELINES
DC
BAM
DG
DB
17885 Von Karman Ave, Suite 500
Irvine, California 92614
PHONE: (949) 809-5000 FAX: (949) 809-5010
17
SPEC. 1341W1719 PZ
09/09/2020
Greg Kowalski, P.E.07/2020
07/2020
07/2020
07/2020
07/2020
07/2020
07/2020
07/2020
Shaun Stone, P.E. 9/20209/2020
NOTES:
1. CONTRACTOR SHALL DEMONSTRATE EXTREME CAUTION WHEN WORKING
NEAR EXISTING OVERHEAD ELECTRICAL POWER LINES.
2. CONTRACTOR SHALL REPLACE EXISTING CONCRETE SPANDREL PER
COUNTY OF RIVERSIDE STANDARD PLAN NO. 209.
3. CONTRACTOR SHALL BACKFILL AROUND CROSSING UTILITIES WITH CDF
PER DTL 1 ON SHT D-102 AND THE PROJECT SPECIFICATIONS.
4. CONSTRUCT LOCATOR JUNCTION BOX PER EMWD STD DWG B-656,
(APPROX. EVERY 500 FT ALONG NEW PIPE ALIGNMENTS). FINAL LOCATION
SHALL BE DETERMINED IN THE FIELD.
5. BACKFILL AROUND STRUCTURE, STUB OUT AND BRICK AND MORTAR PLUG
SHALL BE COMPLETED WITH CDF.
D 70164
8
"
W
599 600 601 602 603 604 605 606 607 608
EXIST FS OVER CL OF PIPE
5
-
4
"
U
T
(
P
H
#
5
)
2
"
W
S
2
"
W
S
2
"
W
S
2
"
W
S2
"
W
S
2
"
W
S
2
"
W
S
2
"
W
S
2
"
W
S
EXIST 8" WATER
18" PVC, PS 46
RAW WELL BLOWOFF
1' MIN (TYP)
4
8
"
S
D
(
P
H
#
3
)
(
P
H
#
4
)
(
P
H
#
6
B
)
3
/
4
"
G
2
"
W
S
3
/
4
"
G
3
/
4
"
G
2
"
G
2
"
G
2
"
G
2
"
G
3
"
G
BE
GIN
C
ON
ST
RU
CT
IO
N
ST
A 600+
00.00
CL E
XIS
T 48" S
D
CG
E
LE
V 1566.18±
(IN
V 1564.2± - 48" IN
)
(IN
V 1564.2± - 48" O
UT
)
IN
V 1565.60 - 18" IN
W
ES
T
IN
V 1565.60 - 18" IN
E
AS
T
SE
E D
TL 1 O
N S
HT
D
-101
ST
A 600+
50
MA
NH
OLE
S
TR
UC
TU
RE
25
17
8
"
W
(
P
H
#
4
)
ST
A 600+
51.57
(IN
) C
G E
LE
V 1570.35
ST
A 600+
47.46
(O
UT
) C
G E
LE
V 1570.33
18
REPAIR PAVING PER CITY OF SAN JACINTO PERMIT REQUIREMENTS
HYDRAULIC DATA:
Q = 5.12 CFS
V = 13.3 FPS
d/D = 0.27
HYDRAULIC DATA:
Q = 5.12 CFS
V = 4.50 FPS
d/D = 0.61
1
5
"
S
S
4
"
W
(
A
B
A
N
)
24" STUB OUT (4' LONG)
FOR FUTURE
CONNECTION,
SEE NOTE 5
S= 0.0
050
S
=
0
.
0
8
7
4
S= -0.0020
WM
WM
WMWM WM
WM
WM WM WM
WM
WM
WM
WMWMWM
WM
WM
WMWM
WM
WM
WM
A
C-401
6''G
6''G
15''S
S
15''S
S
4''W
(A
BA
N)
8''W
48''S
D
48
UT
UT
8''W8''W8''W8''W8''W8''W8''W
4''W (ABAN) 4''W (ABAN) 4''W (ABAN) 4''W (ABAN) 4''W (ABAN) 4''W (ABAN)
OE
O
O
OE
OE OE OE OE OE
OE
2''G
2''G
2''G
2''G
2''G
2''G
2''G
2''G
O
E
O
E
O
E
O
E
OE
G
G
G
G
G
G
G
G
G G
G
G
G
G
G
G
G
OE
2''G
24''SD
6
0
0
601 602 603 604 605 606 607 608
24''W
B-8
MA
TC
HL
IN
E S
TA
6
08
+0
0.0
0
SE
E S
HT
C
-3
10
F
OR
C
ON
TIN
UA
TIO
N
18" PVC, PS 46
RAW WELL BLOWOFF
5' NORTH OF CL
E. OLD 2ND ST
HEWITT ST
60'
18'
18'
2'
EXIST 8" WATER PER
EMWD DWG D-20965
CURB FACE
CURB FACE
CAUTION:
EXIST OVERHEAD
ELECTRICAL (SEE NOTE 1)
EXIST 8" WATER PER
EMWD DWG D-20964
EXIST 15" SS PER CITY OF
SAN JACINTO DWG SD-432
EXIST 4" WATER PER
EMWD DWG C-271
EXIST 15" SS PER CITY OF
SAN JACINTO DWG SD-431
6'
60'
18'
18'
10'
8'
REMOVE AND REPLACE IN KIND EXIST
CONC SPANDREL, SAW CUT AT JOINTS
(SEE NOTE 2)
BEGIN CONSTRUCTION
STA 600+00.00
JOIN EXIST 48" SD (RCP)
PER DTL 1 ON SHT D-101
18
STA 600+50.00
CL MANHOLE STRUCTURE
L = 5'-6"
SEE NOTE 5
25
EXIST 4" W (ABAN)
CAUTION:
EXIST OVERHEAD
ELECTRICAL (SEE NOTE 1)
CAUTION:
EXIST OVERHEAD
ELECTRICAL (SEE NOTE 1)
17
5'
24" RAW WELL
DISCHARGE PIPELINE
PER SHT C-301
PROTECT IN PLACE
EXIST SURVEY MONUMENT
CAUTION:
EXIST OVERHEAD
ELECTRICAL (SEE NOTE 1)
CAUTION:
EXIST OVERHEAD
ELECTRICAL (SEE NOTE 1)
PROP SITE
DRAINAGE PIPELINE
(BY OTHERS)
EXIST 48" SD PER
RCFCWCD DWG 4-551
APN: 437-281-036
APN:
437-282-038
APN:
437-282-016
APN:
437-282-017
APN:
437-282-018
APN:
437-282-019
APN:
437-282-020
APN:
437-282-021
APN: 437-292-035
APN:
437-292-004
APN:
437-292-005
APN:
437-292-006
APN:
437-292-007
APN:
437-292-039
APN:
437-292-033
APN:
437-292-038
APN: 437-291-005
APN:
437-282-022
APN:
437-282-039
APN:
437-282-025
AP
N:
437-282-035
APN:
437-282-036
AP
N: 437-292-012
APN:
437-292-027
APN:
437-292-028
APN:
437-292-010
APN:
437-292-031
APN:
437-292-032
PROPOSED SEWER
PIPELINE (BY
OTHERS)
CAUTION:
EXIST OVERHEAD
ELECTRICAL (SEE NOTE 1)
STREET CL
HEWITT AND EVANS
GROUNDWATER
TREATMENT FACILITY
SPEC 1381W
FUTURE PHASE 3 WELL PIPELINE
CONSTRUCTION NOTES
17 CONSTRUCT STORM DRAIN MANHOLE NO. 2 PER RCFCWCD STD DWG MH252
18 CONSTRUCT MANHOLE NO. 1 PER RCFCWCD STD DWG MH251
25 CONSTRUCT 18" PS 46 PVC PIPE (GREEN), BACKFILL PER EMWD STD DWG B-286B
C-310
WELL 201 BLOWOFF PIPELINE
PLAN AND PROFILE
STA 608+00.00 TO STA 609+83±
AS NOTED
14
ECJ
RW
MWB
SCALE:
HORIZ: 1"=40'
VERT: 1" = 4'
1560 1560
1570 1570
1580 1580
1590 1590
MA
TC
HL
IN
E S
TA
6
08
+0
0.0
0
SE
E S
HT
C
-3
09
F
OR
C
ON
TIN
UA
TIO
N
0
SCALE:
20' 40' 80'
1" = 40'
N
REVISIONS
I.D.
www.tetratech.com
9/2
2/2
02
0 1
0:0
1:0
9 A
M - O
:\P
RO
JE
CT
S\IR
VIN
E\0
95
65
\2
00
-0
95
65
-1
90
01
\C
AD
\S
HE
ET
FIL
ES
\P
IP
EL
IN
E\C
-3
10
.D
WG
- L
ER
MA
, JA
CK
IE
Bar Measures 1 inch
36
X
2
4
UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
BEFORE YOU DIG
DIAL TOLL FREE
AT LEAST TWO DAYS
811
NO. DATE DESCRIPTION APP'D/DATEINITIALS
APPROVED BY:
DIRECTOR OF ENGINEERING DATE
REFERENCES
EASTERN MUNICIPAL WATER DISTRICT
PROJECT MANAGER DATE
APPROVALS
DATEINITIALS
PROJECT ENG.
INSPECTION
OPERATIONS
MAINTENANCE
DESIGNED:
DRAWN:
CHECKED:
SUBMITTED:
DATE
SCALE:
EASTERN MUNICIPAL WATER DISTRICT
RIVERSIDE COUNTY, CALIFORNIA
S.A.
W.O.
C.O.
COORD.
SHT. OF
DWG. __-________
24
42
41473 (6) (7) (8)
40A-19
WELLS 201, 202, AND 203
PHASE 1B CONVEYANCE PIPELINES
DC
BAM
DG
DB
17885 Von Karman Ave, Suite 500
Irvine, California 92614
PHONE: (949) 809-5000 FAX: (949) 809-5010
17
SPEC. 1341W1719 PZ
09/09/2020
Greg Kowalski, P.E.07/2020
07/2020
07/2020
07/2020
07/2020
07/2020
07/2020
07/2020
Shaun Stone, P.E. 9/20209/2020
NOTE:
1. CONTRACTOR SHALL DEMONSTRATE EXTREME CAUTION WHEN WORKING
NEAR EXISTING OVERHEAD ELECTRICAL POWER LINES.
2. CONTRACTOR SHALL REMOVE AND REPLACE EXISTING GUARDRAIL PER
CALTRANS STANDARD PLAN NO. RSP A77L2.
3. CONTRACTOR SHALL BACKFILL AROUND CROSSING UTILITIES WITH CDF
PER DTL 1 ON SHT D-102 AND THE PROJECT SPECIFICATIONS.
4. CONSTRUCT LOCATOR JUNCTION BOX PER EMWD STD DWG B-656,
(APPROX. EVERY 500 FT ALONG NEW PIPE ALIGNMENTS). FINAL LOCATION
SHALL BE DETERMINED IN THE FIELD.
D 70165
608 609 610 611
EXIST FS OVER
CL OF PIPE
2
"
G
EXIST 8"
WATER
xx
PROTECT IN PLACE EXIST
CHAIN LINK GATE
(SEE NOTE 3)
WELL 201 - SPEC 1380W
BLOWOFF PIPING
(BY OTHERS)
REMOVE AND REPLACE EXIST
GUARDRAIL (SEE NOTE 2)
REPAIR PAVING PER CITY
OF SAN JACINTO PERMIT
REQUIREMENTS
UNPAVED TRENCH
REPLACEMENT PER
EMWD STD DWG B-286B
HYDRAULIC DATA:
Q = 5.12 CFS
V = 4.50 FPS
d/D = 0.61
PROP FS OVER CL OF PIPE
(WELL 201 EQUIPPING -
SPEC 1380W BY OTHERS)
GB
S
TA
609+
61.45
(O
UT
) C
G E
LE
V 1574.90
GB
S
TA
609+
65.45
(IN
) C
G E
LE
V 1574.95
GB
S
TA
609+
83±
CG
E
LE
V 1575.20
EN
D C
ON
ST
RU
CT
IO
N
ST
A 609+
63.45
MA
NH
OLE
S
TR
UC
TU
RE
18" PVC, PS 46
RAW WELL BLOWOFF
25
18
CONSTRUCT STUB OUT FOR
FUTURE CONNECTION,
APPROX. 20 LF, WITH BRICK
AND MORTAR PLUG
S= 0.0
050
S
= 0.0145
HYDRAULIC DATA:
Q = 5.12 CFS
V = 6.80 FPS
d/D = 0.44
2''W
2''W
xx
xx
xx
xx
xx
xx
x
x x x x x x x x x x x
WM
WM
8''W
O
E
12''IR
R(A
BA
N)
G
x
x
M
M
M
MA
TC
HL
IN
E S
TA
6
08
+0
0.0
0
SE
E S
HT
C
-3
09
F
OR
C
ON
TIN
UA
TIO
N
60'
18'
18'
18" RAW WELL
DISCHARGE PIPELINE
PER SHT C-302
6'
18" PVC, PS 46
RAW WELL BLOWOFF
5' NORTH OF CL
20'
30' CITY
EASEMENT
12" RAW WELL DISCHARGE
PIPELINE PER SHT C-305
5'
PROTECT IN PLACE
EXIST CHAIN LINK GATE
25
EXIST SURVEY MONUMENT
PROTECT IN PLACE
REMOVE AND REPLACE IN
KIND EXIST GUARDRAIL
(SEE NOTE 2)
E. OLD
2ND ST
WELL 201 SPEC 1380W
(EQUIPPING BY OTHERS)
8 609
510
APN:
437-282-037
AP
N:
437-282-035
APN:
437-292-012
APN:
437-300-038
APN: 437-300-009
CAUTION:
EXIST OVERHEAD
ELECTRICAL (SEE NOTE 1)
APN: 437-282-027
WELL 201 18" DISCHARGE
PIPING (BY OTHERS)
WELL 201 18" BLOWOFF
PIPING (BY OTHERS)
SP
EC
1380W
SP
EC
1341W
END CONSTRUCTION
STA 609+63.45
MANHOLE STRUCTURE
STA 609+83±
CONSTRUCT STUB
OUT FOR FUTURE
CONNECTION, APPROX.
20 LF, WITH BRICK AND
MORTAR PLUG
18
CONSTRUCTION NOTES
18 CONSTRUCT MANHOLE NO. 1 PER RCFCWCD STD DWG MH251
25 CONSTRUCT 18" PS 46 PVC PIPE (GREEN), BACKFILL PER EMWD STD DWG B-286B
C-401
PIPELINE CROSS SECTIONS
AS NOTED
15
ECJ
RW
MWB
SECTION: STA 306+50±A
C-301
SCALE: HORIZ 1"=20'
SECTION: STA 407+00±B
C-303
SCALE: HORIZ 1"=20'
SECTION: STA 517+50±C
C-306
SCALE: HORIZ 1"=20'
SECTION: STA 534+00±D
C-308
SCALE: HORIZ 1"=20'
VERT 1"=4' VERT 1"=4'
VERT 1"=4'
VERT 1"=4'
E. OLD 2ND ST E. 7TH ST
E. EVANS ST
E. EVANS ST
REVISIONS
I.D.
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65
-1
90
01
\C
AD
\S
HE
ET
FIL
ES
\P
IP
EL
IN
E\C
-4
01
.D
WG
- L
ER
MA
, JA
CK
IE
Bar Measures 1 inch
36
X
2
4
UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
BEFORE YOU DIG
DIAL TOLL FREE
AT LEAST TWO DAYS
811
NO. DATE DESCRIPTION APP'D/DATEINITIALS
APPROVED BY:
DIRECTOR OF ENGINEERING DATE
REFERENCES
EASTERN MUNICIPAL WATER DISTRICT
PROJECT MANAGER DATE
APPROVALS
DATEINITIALS
PROJECT ENG.
INSPECTION
OPERATIONS
MAINTENANCE
DESIGNED:
DRAWN:
CHECKED:
SUBMITTED:
DATE
SCALE:
EASTERN MUNICIPAL WATER DISTRICT
RIVERSIDE COUNTY, CALIFORNIA
S.A.
W.O.
C.O.
COORD.
SHT. OF
DWG. __-________
24
42
41473 (6) (7) (8)
40A-19
WELLS 201, 202, AND 203
PHASE 1B CONVEYANCE PIPELINES
DC
BAM
DG
DB
17885 Von Karman Ave, Suite 500
Irvine, California 92614
PHONE: (949) 809-5000 FAX: (949) 809-5010
17
SPEC. 1341W1719 PZ
09/09/2020
Greg Kowalski, P.E.07/2020
07/2020
07/2020
07/2020
07/2020
07/2020
07/2020
07/2020
Shaun Stone, P.E. 9/20209/2020
D 70166
12'12' 18'18'
60'
30'30'
L1 L1
P
R
O
P
2
4
"
R
A
W
2
'
S
/
O
C
L
5
.
9
'
C
2
"
G
6
'
S
/
O
C
L
3
.
3
'
C
(
P
H
#
6
B
)
4
"
W
(
A
B
A
N
)
1
9
'
N
/
O
C
L
3
'
±
C
(
A
S
S
U
M
E
D
)
8
"
W
1
1
'
N
/
O
C
L
4
.
6
'
C
(
P
H
#
4
)
P
R
O
P
1
8
"
R
A
W
7
'
N
/
O
C
L
5
.
7
'
C
14'12' 30'32'
88'
44'44'
RH
TURN
LANE
L1
LH
TURN
LANE
L2 L1
1
'
X
2
'
E
L
E
C
3
7
'
N
/
O
C
L
3
'
±
C
(
A
S
S
U
M
E
D
)
1
2
"
W1
6
'
N
/
O
C
L
4
'
±
C
2
"
G
2
1
'
N
/
O
C
L
2
.
7
'
C
(
P
H
#
2
5
)
8
"
S
S
2
6
.
5
'
S
/
O
C
L
8
'
±
C
(
A
S
S
U
M
E
D
)
1
8
"
R
A
W
1
5
'
S
/
O
C
L
4
.
5
'
±
C
C
A
T
V
2
5
'
N
/
O
C
L
3
'
±
C
(
A
S
S
U
M
E
D
)
P
R
O
P
1
2
"
R
A
W
1
0
'
N
/
O
C
L
6
.
2
'
C
3
"
G
1
4
'
N
/
O
C
L
4
.
3
'
C
(
P
H
#
4
3
)
1
5
'
S
/
O
C
L
4
'
±
C
1
'
X
2
'
E
L
E
C
/
T
E
L
E
3
0
'
S
/
O
C
L
3
'
±
C
(
A
S
S
U
M
E
D
)
1
8
"
W
8'11' 22'22'
63'
30'33'
L1 L1
1
2
"
W
5
'
S
/
O
C
L
6
'
±
C
1
0
"
S
S
6
'
N
/
O
C
L
1
7
'
±
C
1
7
'
N
/
O
C
L
5
.
5
'
C
P
R
O
P
1
2
"
R
A
W
8'11' 22'22'
63'
30'33'
L1 L1
4
"
W
1
2
'
N
/
O
C
L
4
'
±
C
(
A
S
S
U
M
E
D
)
1
8
"
W
1
5
'
S
/
O
C
L
4
'
±
C
(
A
S
S
U
M
E
D
)
O
N
C
L
1
2
'
±
C
3
"
G
7
'
N
/
O
C
L
3
'
±
C
(
A
S
S
U
M
E
D
)
1
'
X
2
'
E
L
E
C
/
T
E
L
E
3
0
'
S
/
O
C
L
3
'
±
C
(
A
S
S
U
M
E
D
)
2
4
"
S
D
1
0
'
N
/
O
C
L
5
'
±
C
1
7
'
N
/
O
C
L
4
.
8
'
C
P
R
O
P
1
2
"
R
A
W
1
0
"
S
S
REVISIONS
I.D.
www.tetratech.com
9/2
2/2
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S\IR
VIN
E\0
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\2
00
-0
95
65
-1
90
01
\C
AD
\S
HE
ET
FIL
ES
\P
IP
EL
IN
E\D
-1
01
-C
ON
NE
CT
IO
ND
ET
AIL
S.D
WG
- L
ER
MA
, JA
CK
IE
Bar Measures 1 inch
36
X
2
4
UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
BEFORE YOU DIG
DIAL TOLL FREE
AT LEAST TWO DAYS
811
NO. DATE DESCRIPTION APP'D/DATEINITIALS
APPROVED BY:
DIRECTOR OF ENGINEERING DATE
REFERENCES
EASTERN MUNICIPAL WATER DISTRICT
PROJECT MANAGER DATE
APPROVALS
DATEINITIALS
PROJECT ENG.
INSPECTION
OPERATIONS
MAINTENANCE
DESIGNED:
DRAWN:
CHECKED:
SUBMITTED:
DATE
SCALE:
EASTERN MUNICIPAL WATER DISTRICT
RIVERSIDE COUNTY, CALIFORNIA
S.A.
W.O.
C.O.
COORD.
SHT. OF
DWG. __-________
24
42
41473 (6) (7) (8)
40A-19
WELLS 201, 202, AND 203
PHASE 1B CONVEYANCE PIPELINES
DC
BAM
DG
DB
17885 Von Karman Ave, Suite 500
Irvine, California 92614
PHONE: (949) 809-5000 FAX: (949) 809-5010
17
SPEC. 1341W1719 PZ
09/09/2020
Greg Kowalski, P.E.07/2020
07/2020
07/2020
07/2020
07/2020
07/2020
07/2020
07/2020
Shaun Stone, P.E. 9/20209/2020
D-101
CONNECTION DETAILS
AS NOTED
16
ECJ
RW
MWB
CONNECTION TO EXIST 48" STORM DRAIN
18" RAW WELL BLOW OFF PIPELINE (STA. 600+00.00)1
C-309
SCALE: 1"= 6'
CONNECTION TO EXISTING 12" RAW WELL DISCHARGE PIPELINE
WELL 205 DISCHARGE LINE (STA 398+39.00)2
C-303
SCALE: 1"=4'
N
N
CONNECTION TO EXIST 12" RAW WELL DISCHARGE PIPELINE
WELL 203 DISCHARGE LINE (STA 534+09.00)3
C-308
SCALE: 1"-5'-0"
N
D 70167
NOTES:
1. CONTRACTOR SHALL REMOVE AND REPLACE EXISTING
SURVEY MONUMENT PER COUNTY OF RIVERSIDE
STANDARD PLAN NO. 901. SUCH POINTS SHALL BE
REFERENCED AND REPLACED WITH APPROPRIATE
MONUMENTATION BY A LICENSED LAND SURVEYOR OR A
REGISTERED CIVIL ENGINEER AUTHORIZED TO PRACTICE
LAND SURVEYING. A CORNER RECORD OR RECORD OF
SURVEY, AS APPROPRIATE, SHALL BE FILED BY THE
LICENSED LAND SURVEYOR OR REGISTERED CIVIL
ENGINEER AS REQUIRED BY THE LAND SURVEYOR'S ACT.
2. BACKFILL AROUND STRUCTURE, STUB OUT AND BRICK AND
MORTAR PLUG SHALL BE COMPLETED WITH CDF.
FOR CONTINUATION
SEE SHEET C-303
5' ±
6.5'
EXIST 12" RAW WELL BLOW-OFF PIPELINE
EXIST 18" RAW WELL DISCHARGE PIPELINE
EXIST 18" C-905
PVC PIPE
CONSTRUCT 12" PVC, C-900, DR-18
RAW WELL DISCHARGE PIPELINE
BEGIN CONSTRUCTION
STA 398+39.00
REMOVE EXIST 12" MJ CAP (RESTRAINED) AND INTERFERING
PORTIONS OF EXIST 12" PVC. JOIN EXIST 12" RAW WELL
DISCHARGE PIPELINE (PVC) AT MJ VALVE END. RESTRAIN MJ JOINT.
24''SD
2
4
'
'
S
D
2
4
'
'
S
D
2
4
'
'
S
D
24''W
24''W
24''W
24''W
24''SD
24''SD
24''SD
6''G
6''G
6''G
15''S
S
15''S
S
15''S
S
4''W
(A
BA
N)
4''W
(A
BA
N)
4''W
(A
BA
N)
8''W
8''W
8''W
48''S
D48''S
D48''S
D
UT
UT
UT
8''W8''W
4''W (ABAN) 4''W (ABAN) 4''W (ABAN)
OE
OE
OE
OE
2''W2''W2''W2''W2''W
2''G
EXIST 48" STORM DRAIN
PER CITY OF SAN JACINTO
DWG NO. 4-551
(OWNED BY RCFCD)
PROP 24-INCH RAW WELL
DISCHARGE PIPELINE
PER SHT C-301
FUTRE 24-INCH
WELL DISCHARGE LINE
(BY OTHERS)
24-INCH SITE
DRAIN LINE
(BY OTHERS)
EXIST 8"W PER
EMWD DWG D-20965
EXIST 4"W (ABAN)
EXIST 15"S PER
CITY OF SAN JACINTO
DWG SD-431
EXIST 15"S PER
CITY OF SAN JACINTO
DWG SD-432
EXIST 4"W (ABAN)
BEGIN CONSTRUCTION
STA 600+00.00
JOIN EXIST 48" SD (RCP)
PER RCFCWCD STD DWG NO. MH 252
L = 5'-6"
STA 600+50.00
MANHOLE STRUCTURE
PER RCFCWCD STD DWG NO. MH251
IN SPECIFICATIONS
L = 5'-6"
PROP 18-INCH RAW
WELL BLOWOFF
PIPELINE
PER SHT C-309
24" DIA PVC, PS 46
(4' LONG) STUB OUT
FOR FUTURE
CONNECTION SLOPE
AT 0.0020
REMOVE AND REPLACE
EXIST SURVEY MONUMENT
(SEE NOTE 1)
3'-11"
5'
STREET CL
5'±
STREET CL
EXIST 48" DIA
SEWER
MANHOLE
SEE NOTE 2
CONSTRUCT BRICK AND
MORTAR PLUG, SEE NOTE 2
5'-1"
3''G3''G
3''G3''G
3''G3''G
10''SS10''SS
10''SS10''SS
10''SS10''SS
18''W
18''W
E. EVANS ST.
CONSTRUCT 12" PVC, C-900, DR-18
RAW WELL DISCHARGE PIPELINE
END CONSTRUCTION
STA 534+07±
JOIN EXIST 12" RAW WELL
DISCHARGE PIPELINE (PVC) WITH
12" RESTRAINED MJ SLEEVE
EXIST 12" RAW WELL
BLOWOFF PIPELINE
STA 534+04.13
CONSTRUCT 12" DI 90° BEND
(MJ x MJ) (RESTRAINED)
TO
W
ELL 203
EXIST 12" RAW WELL
DISCHARGE PIPELINE
2.5'
MIN
REMOVE AND DISPOSE REMAINING
PORTIONS OF EXIST 12" RAW WELL
DISCHARGE PIPELINE (APPROX. 16 LF)
FOR CONTINUATION
SEE SHEET C-308
CUT AND REMOVE AND DISPOSE
EXIST 12" PVC AS REQUIRED
(APPROX. 14 LF)
EXIST CURB
AND GUTTER
EX
IS
T 5'-6"
SID
EW
ALK
ROW
xx
xx
xx
xx
xx
xx
xx
xx
x
APN : 433-480-024 APN : 433-200-052
2''W
2''W
2''W2''W
2''W
2''W
WELL 203 SPEC 1380 W
(EQUIPPING BY OTHERS)
APN: 433-200-053
WELL 203 DRIVEWAY
REVISIONS
I.D.
www.tetratech.com
9/2
2/2
02
0 1
0:0
2:0
6 A
M - O
:\P
RO
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CT
S\IR
VIN
E\0
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65
\2
00
-0
95
65
-1
90
01
\C
AD
\S
HE
ET
FIL
ES
\P
IP
EL
IN
E\D
-1
02
-M
IS
CE
LL
AN
EO
US
DE
TA
IL
S.D
WG
- L
ER
MA
, JA
CK
IE
Bar Measures 1 inch
36
X
2
4
UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
BEFORE YOU DIG
DIAL TOLL FREE
AT LEAST TWO DAYS
811
NO. DATE DESCRIPTION APP'D/DATEINITIALS
APPROVED BY:
DIRECTOR OF ENGINEERING DATE
REFERENCES
EASTERN MUNICIPAL WATER DISTRICT
PROJECT MANAGER DATE
APPROVALS
DATEINITIALS
PROJECT ENG.
INSPECTION
OPERATIONS
MAINTENANCE
DESIGNED:
DRAWN:
CHECKED:
SUBMITTED:
DATE
SCALE:
EASTERN MUNICIPAL WATER DISTRICT
RIVERSIDE COUNTY, CALIFORNIA
S.A.
W.O.
C.O.
COORD.
SHT. OF
DWG. __-________
24
42
41473 (6) (7) (8)
40A-19
WELLS 201, 202, AND 203
PHASE 1B CONVEYANCE PIPELINES
DC
BAM
DG
DB
17885 Von Karman Ave, Suite 500
Irvine, California 92614
PHONE: (949) 809-5000 FAX: (949) 809-5010
17
SPEC. 1341W1719 PZ
09/09/2020
Greg Kowalski, P.E.07/2020
07/2020
07/2020
07/2020
07/2020
07/2020
07/2020
07/2020
Shaun Stone, P.E. 9/20209/2020
D-102
MISCELLANEOUS DETAILS
AS SHOWN
17
ECJ
RW
MWB
TYPICAL SEWER
LATERAL RELOCATION2
_
SCALE: NTS
CONTROL DENSITY FILL DETAIL1
_
SCALE: NTS
D 70168
LENGTH AS REQ'D. SLURRY
BACKFILL TRENCH (100-E-100)
CL. 350 D.I.P. NO JOINTS
6"
GRAVEL & CRUSHED ROCK
CLE
AR
12" M
IN
.
NEW FITTING
1' MIN.
(TYP. BOTH SIDES)
OR APPROVED EQUAL
STEEL SHEAR RING BAND SEAL
REPAIR COUPLING W/ ADJUSTABLE
RAW WATER MAIN
EXIST. SEWER
1' MIN.
45°
EXIST.
SEWER
TO MATCH
EXISTING
JOIN EXIST.
SEWER
LATERAL
LATERAL
PROPOSED
PIPELINE
INSTALL CONTROL DENSITY FILL FROM
BOTTOM OF TRENCH TO MIDDLE OF
EXISTING FACILITY IN ACCORDANCE
WITH THE SPECIFICATIONS
5'
(TYP)
5'
(TYP)
EXISTING
FACILITY