Construction Drawings - Eastern Municipal Water District

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Exp. 06-30-22

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No. 60477

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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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Bar Measures 1 inch

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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:


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 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

RW

MWB

REVISIONS

I.D.

www.tetratech.com

9/2

2/2

02

0 9

:5

4:2

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\G

-0

03

-K

EY

-S

HT

IN

DX

.D

WG

- L

ER

MA

, JA

CK

IE

Bar Measures 1 inch

36

X

2

4


BEFORE YOU DIG

DIAL TOLL FREE

AT LEAST TWO DAYS

811


APPROVED BY:


REFERENCES



APPROVALS

DATEINITIALS

PROJECT ENG.

INSPECTION

OPERATIONS

MAINTENANCE

DESIGNED:

DRAWN:

CHECKED:

SUBMITTED:

DATE

SCALE:



S.A.

W.O.

C.O.

COORD.

SHT. OF

DWG. __-________

24

42

41473 (6) (7) (8)

40A-19

WELLS 201, 202, AND 203


DC

BAM

DG

DB



PHONE: (949) 809-5000 FAX: (949) 809-5010

17

SPEC. 1341W1719 PZ

09/09/2020


07/2020

07/2020

07/2020

07/2020

07/2020

07/2020

07/2020


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


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


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

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:5

4:4

9 A

M - O

:\P

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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


BEFORE YOU DIG

DIAL TOLL FREE

AT LEAST TWO DAYS

811


APPROVED BY:


REFERENCES



APPROVALS

DATEINITIALS

PROJECT ENG.

INSPECTION

OPERATIONS

MAINTENANCE

DESIGNED:

DRAWN:

CHECKED:

SUBMITTED:

DATE

SCALE:



S.A.

W.O.

C.O.

COORD.

SHT. OF

DWG. __-________

24

42

41473 (6) (7) (8)

40A-19

WELLS 201, 202, AND 203


DC

BAM

DG

DB



PHONE: (949) 809-5000 FAX: (949) 809-5010

17

SPEC. 1341W1719 PZ

09/09/2020


07/2020

07/2020

07/2020

07/2020

07/2020

07/2020

07/2020


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


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


BEFORE YOU DIG

DIAL TOLL FREE

AT LEAST TWO DAYS

811


APPROVED BY:


REFERENCES



APPROVALS

DATEINITIALS

PROJECT ENG.

INSPECTION

OPERATIONS

MAINTENANCE

DESIGNED:

DRAWN:

CHECKED:

SUBMITTED:

DATE

SCALE:



S.A.

W.O.

C.O.

COORD.

SHT. OF

DWG. __-________

24

42

41473 (6) (7) (8)

40A-19

WELLS 201, 202, AND 203


DC

BAM

DG

DB



PHONE: (949) 809-5000 FAX: (949) 809-5010

17

SPEC. 1341W1719 PZ

09/09/2020


07/2020

07/2020

07/2020

07/2020

07/2020

07/2020

07/2020


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.






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


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


(415± LF)


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


PROTECT IN PLACE

24

14

WELL 201 SPEC 1380W


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


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


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.

www.tetratech.com

9/2

2/2

02

0 9

:5

6:0

1 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

03

.D

WG

- L

ER

MA

, JA

CK

IE

Bar Measures 1 inch

36

X

2

4


BEFORE YOU DIG

DIAL TOLL FREE

AT LEAST TWO DAYS

811


APPROVED BY:


REFERENCES



APPROVALS

DATEINITIALS

PROJECT ENG.

INSPECTION

OPERATIONS

MAINTENANCE

DESIGNED:

DRAWN:

CHECKED:

SUBMITTED:

DATE

SCALE:



S.A.

W.O.

C.O.

COORD.

SHT. OF

DWG. __-________

24

42

41473 (6) (7) (8)

40A-19

WELLS 201, 202, AND 203


DC

BAM

DG

DB



PHONE: (949) 809-5000 FAX: (949) 809-5010

17

SPEC. 1341W1719 PZ

09/09/2020


07/2020

07/2020

07/2020

07/2020

07/2020

07/2020

07/2020


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







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.




5. ALL WORK WITHIN E. 7TH STREET SHALL BE CONDUCTED WITHIN THE

SUMMER MONTHS WHEN SCHOOL IS OUT OF SESSION PER THE PROJECT

SPECIFICATIONS.



NOTES:

D 70158

398 399 400 401 402 403 404 405 406 407 408


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


(170 LF)

xx

PROTECT IN PLACE


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


CONSTRUCTION NOTES





20 CONSTRUCT 12" TEE, FLG, WITH BLIND FLANGE AND TWO RESTRAINED FLG X MJ ADAPTERS


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

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

04

.D

WG

- L

ER

MA

, JA

CK

IE

Bar Measures 1 inch

36

X

2

4


BEFORE YOU DIG

DIAL TOLL FREE

AT LEAST TWO DAYS

811


APPROVED BY:


REFERENCES



APPROVALS

DATEINITIALS

PROJECT ENG.

INSPECTION

OPERATIONS

MAINTENANCE

DESIGNED:

DRAWN:

CHECKED:

SUBMITTED:

DATE

SCALE:



S.A.

W.O.

C.O.

COORD.

SHT. OF

DWG. __-________

24

42

41473 (6) (7) (8)

40A-19

WELLS 201, 202, AND 203


DC

BAM

DG

DB



PHONE: (949) 809-5000 FAX: (949) 809-5010

17

SPEC. 1341W1719 PZ

09/09/2020


07/2020

07/2020

07/2020

07/2020

07/2020

07/2020

07/2020


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







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


4. CONTRACTOR SHALL REPLACE EXISTING CHAIN LINK FENCE PER EMWD

STANDARD DWG D-672.




6. ALL WORK WITHIN E. 7TH STREET SHALL BE CONDUCTED DURING THE

SUMMER MONTHS WHEN SCHOOL IS OUT OF SESSION PER THE PROJECT

SPECIFICATIONS.



NOTES:

D 70159

0

SCALE:

20' 40' 80'

1"=40'

408 409 410 411 412 413 414 415 416 417 418


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±


(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


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


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


(SEE NOTE 1)

10'

5'

23

WELL 202 SPEC 1380W


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



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.



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

I.D.

www.tetratech.com

9/2

2/2

02

0 9

:5

7:1

3 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

05

.D

WG

- L

ER

MA

, JA

CK

IE

Bar Measures 1 inch

36

X

2

4


BEFORE YOU DIG

DIAL TOLL FREE

AT LEAST TWO DAYS

811


APPROVED BY:


REFERENCES



APPROVALS

DATEINITIALS

PROJECT ENG.

INSPECTION

OPERATIONS

MAINTENANCE

DESIGNED:

DRAWN:

CHECKED:

SUBMITTED:

DATE

SCALE:



S.A.

W.O.

C.O.

COORD.

SHT. OF

DWG. __-________

24

42

41473 (6) (7) (8)

40A-19

WELLS 201, 202, AND 203


DC

BAM

DG

DB



PHONE: (949) 809-5000 FAX: (949) 809-5010

17

SPEC. 1341W1719 PZ

09/09/2020


07/2020

07/2020

07/2020

07/2020

07/2020

07/2020

07/2020


NOTE:








D 70160

12" PVC, C-900, DR 18

RAW WELL DISCHARGE

510 511 512 513 514 515 515


xx

PROTECT IN PLACE


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


(200 LF)

ST

A 514+

00

ST

A 515+

50


(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


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



PROTECT IN PLACE


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


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



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


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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00

-0

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65

-1

90

01

\C

AD

\S

HE

ET

FIL

ES

\P

IP

EL

IN

E\C

-3

06

.D

WG

- L

ER

MA

, JA

CK

IE

Bar Measures 1 inch

36

X

2

4


BEFORE YOU DIG

DIAL TOLL FREE

AT LEAST TWO DAYS

811


APPROVED BY:


REFERENCES



APPROVALS

DATEINITIALS

PROJECT ENG.

INSPECTION

OPERATIONS

MAINTENANCE

DESIGNED:

DRAWN:

CHECKED:

SUBMITTED:

DATE

SCALE:



S.A.

W.O.

C.O.

COORD.

SHT. OF

DWG. __-________

24

42

41473 (6) (7) (8)

40A-19

WELLS 201, 202, AND 203


DC

BAM

DG

DB



PHONE: (949) 809-5000 FAX: (949) 809-5010

17

SPEC. 1341W1719 PZ

09/09/2020


07/2020

07/2020

07/2020

07/2020

07/2020

07/2020

07/2020


NOTE:



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.


(APPROX. EVERY 500 FT ALONG ALL NEW PIPE ALIGNMENTS) FINAL

LOCATION SHALL BE DETERMINED IN THE FIELD



D 70161

515 516 517 518 519 520 521 522 523 524


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)


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)

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


EXIST 8" WATER PER CITY OF


EXIST 4" W (ABAN)







REMOVE AND REPLACE

IN KIND EXIST CONC SPANDREL,

SAW CUT AT JOINTS

(SEE NOTE 1)



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



26 RELOCATE SEWER LATERAL PER DTL 2 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

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I.D.

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\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


BEFORE YOU DIG

DIAL TOLL FREE

AT LEAST TWO DAYS

811


APPROVED BY:


REFERENCES



APPROVALS

DATEINITIALS

PROJECT ENG.

INSPECTION

OPERATIONS

MAINTENANCE

DESIGNED:

DRAWN:

CHECKED:

SUBMITTED:

DATE

SCALE:



S.A.

W.O.

C.O.

COORD.

SHT. OF

DWG. __-________

24

42

41473 (6) (7) (8)

40A-19

WELLS 201, 202, AND 203


DC

BAM

DG

DB



PHONE: (949) 809-5000 FAX: (949) 809-5010

17

SPEC. 1341W1719 PZ

09/09/2020


07/2020

07/2020

07/2020

07/2020

07/2020

07/2020

07/2020


NOTES:



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.


(APPROX. EVERY 500 FT ALONG ALL NEW PIPE ALIGNMENTS) FINAL




D 70162

524 525 526 527 528 529 530 531 532


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


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


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


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



23

'

EXIST 8" SS PER CITY

OF SAN JACINTO

DWG D-25117



REMOVE AND REPLACE IN KIND

EXIST CONC SPANDREL, SAW

CUT AT JOINTS (SEE NOTE 1)

1


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

'


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



STREET CL

5'

5'

3'

CONSTRUCTION NOTES


26 RELOCATE SEWER LATERAL PER DTL 2 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.

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02

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S\IR

VIN

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\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


BEFORE YOU DIG

DIAL TOLL FREE

AT LEAST TWO DAYS

811


APPROVED BY:


REFERENCES



APPROVALS

DATEINITIALS

PROJECT ENG.

INSPECTION

OPERATIONS

MAINTENANCE

DESIGNED:

DRAWN:

CHECKED:

SUBMITTED:

DATE

SCALE:



S.A.

W.O.

C.O.

COORD.

SHT. OF

DWG. __-________

24

42

41473 (6) (7) (8)

40A-19

WELLS 201, 202, AND 203


DC

BAM

DG

DB



PHONE: (949) 809-5000 FAX: (949) 809-5010

17

SPEC. 1341W1719 PZ

09/09/2020


07/2020

07/2020

07/2020

07/2020

07/2020

07/2020

07/2020


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


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


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


DISCHARGE PIPELINE

PER PHASE 1A PLANS



EXIST 18" W PER CITY OF


EXIST 12" W PER

EMWD DWG D-8355

17'

1

END CONSTRUCTION

STA 534+07±

CONNECT TO EXISTING 12"

RAW WATER SUPPLY


STA 534+04.13

HORIZ ∠ PT

5


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


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)


BLOWOFF PIPELINE PER

PHASE 1A PLANS

12''R

AW

12''RAW 12''RAW 12''RAW 12''RAW

CONSTRUCTION NOTES



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

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0:0

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:\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


BEFORE YOU DIG

DIAL TOLL FREE

AT LEAST TWO DAYS

811


APPROVED BY:


REFERENCES



APPROVALS

DATEINITIALS

PROJECT ENG.

INSPECTION

OPERATIONS

MAINTENANCE

DESIGNED:

DRAWN:

CHECKED:

SUBMITTED:

DATE

SCALE:



S.A.

W.O.

C.O.

COORD.

SHT. OF

DWG. __-________

24

42

41473 (6) (7) (8)

40A-19

WELLS 201, 202, AND 203


DC

BAM

DG

DB



PHONE: (949) 809-5000 FAX: (949) 809-5010

17

SPEC. 1341W1719 PZ

09/09/2020


07/2020

07/2020

07/2020

07/2020

07/2020

07/2020

07/2020


NOTES:







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


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


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


EXIST 8" WATER PER

EMWD DWG D-20964



EXIST 4" WATER PER

EMWD DWG C-271



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)


18

STA 600+50.00

CL MANHOLE STRUCTURE

L = 5'-6"

SEE NOTE 5

25

EXIST 4" W (ABAN)

CAUTION:

EXIST OVERHEAD


CAUTION:

EXIST OVERHEAD


17

5'

24" RAW WELL

DISCHARGE PIPELINE

PER SHT C-301

PROTECT IN PLACE


CAUTION:

EXIST OVERHEAD


CAUTION:

EXIST OVERHEAD


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


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


BEFORE YOU DIG

DIAL TOLL FREE

AT LEAST TWO DAYS

811


APPROVED BY:


REFERENCES



APPROVALS

DATEINITIALS

PROJECT ENG.

INSPECTION

OPERATIONS

MAINTENANCE

DESIGNED:

DRAWN:

CHECKED:

SUBMITTED:

DATE

SCALE:



S.A.

W.O.

C.O.

COORD.

SHT. OF

DWG. __-________

24

42

41473 (6) (7) (8)

40A-19

WELLS 201, 202, AND 203


DC

BAM

DG

DB



PHONE: (949) 809-5000 FAX: (949) 809-5010

17

SPEC. 1341W1719 PZ

09/09/2020


07/2020

07/2020

07/2020

07/2020

07/2020

07/2020

07/2020


NOTE:



2. CONTRACTOR SHALL REMOVE AND REPLACE EXISTING GUARDRAIL PER

CALTRANS STANDARD PLAN NO. RSP A77L2.



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


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


25


PROTECT IN PLACE


KIND EXIST GUARDRAIL

(SEE NOTE 2)

E. OLD

2ND ST

WELL 201 SPEC 1380W


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


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.

www.tetratech.com

9/2

2/2

02

0 1

0:0

1:2

5 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

-4

01

.D

WG

- L

ER

MA

, JA

CK

IE

Bar Measures 1 inch

36

X

2

4


BEFORE YOU DIG

DIAL TOLL FREE

AT LEAST TWO DAYS

811


APPROVED BY:


REFERENCES



APPROVALS

DATEINITIALS

PROJECT ENG.

INSPECTION

OPERATIONS

MAINTENANCE

DESIGNED:

DRAWN:

CHECKED:

SUBMITTED:

DATE

SCALE:



S.A.

W.O.

C.O.

COORD.

SHT. OF

DWG. __-________

24

42

41473 (6) (7) (8)

40A-19

WELLS 201, 202, AND 203


DC

BAM

DG

DB



PHONE: (949) 809-5000 FAX: (949) 809-5010

17

SPEC. 1341W1719 PZ

09/09/2020


07/2020

07/2020

07/2020

07/2020

07/2020

07/2020

07/2020


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

02

0 1

0:0

1:4

5 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\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


BEFORE YOU DIG

DIAL TOLL FREE

AT LEAST TWO DAYS

811


APPROVED BY:


REFERENCES



APPROVALS

DATEINITIALS

PROJECT ENG.

INSPECTION

OPERATIONS

MAINTENANCE

DESIGNED:

DRAWN:

CHECKED:

SUBMITTED:

DATE

SCALE:



S.A.

W.O.

C.O.

COORD.

SHT. OF

DWG. __-________

24

42

41473 (6) (7) (8)

40A-19

WELLS 201, 202, AND 203


DC

BAM

DG

DB



PHONE: (949) 809-5000 FAX: (949) 809-5010

17

SPEC. 1341W1719 PZ

09/09/2020


07/2020

07/2020

07/2020

07/2020

07/2020

07/2020

07/2020


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


(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


APN: 433-200-053

WELL 203 DRIVEWAY

REVISIONS

I.D.

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BEFORE YOU DIG

DIAL TOLL FREE

AT LEAST TWO DAYS

811


APPROVED BY:


REFERENCES



APPROVALS

DATEINITIALS

PROJECT ENG.

INSPECTION

OPERATIONS

MAINTENANCE

DESIGNED:

DRAWN:

CHECKED:

SUBMITTED:

DATE

SCALE:



S.A.

W.O.

C.O.

COORD.

SHT. OF

DWG. __-________

24

42

41473 (6) (7) (8)

40A-19

WELLS 201, 202, AND 203


DC

BAM

DG

DB



PHONE: (949) 809-5000 FAX: (949) 809-5010

17

SPEC. 1341W1719 PZ

09/09/2020


07/2020

07/2020

07/2020

07/2020

07/2020

07/2020

07/2020


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

Construction Drawings - Eastern Municipal Water District

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Transcript of Construction Drawings - Eastern Municipal Water District