g-002 - emwd

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:


RIVERSIDE COUNTY, CALIFORNIA

S.A.

W.O.

C.O.

COORD.

SHT. OF14

DWG.

24

42

MARC SERNA, P.E. 09/2018 GREG KOWALSKI, P.E. 09/2018

09/2018

09/2018

09/2018

09/2018

SJVWB-ERRP PHASE 1A WELL PIPELINES

CW

BAM

KG

AH

17885 Von Karman Ave, Suite 500

Irvine, California 92614

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

SPEC. 1335W

08/31/18

W.O. 414736

414737

414738

SEE ABOVE

G-002

GENERAL NOTES, SHEET INDEX,

LEGEND AND ABBREVIATIONS

AS NOTED

2

AL

ML

MWB

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

SHEET INDEX

SHT

SEQ.

SHT # SHEET TITLE

1 G-001TITLE SHEET, LOCATION AND VICINITY MAP

2 G-002GENERAL NOTES, SHEET INDEX, LEGEND AND ABBREVIATIONS

3 G-003 HORIZONTAL CONTROL

4 C-201 WELL 201 PIPELINE PLAN AND PROFILE STA 9+55.48 TO STA 18+50.00


6 C-203 WELL 201 PIPELINE PLAN AND PROFILE STA 27+00.00 TO STA 33+42.5±



9 C-205A WELL 203 PIPELINE PLAN AND PROFILE STA 534+24.26 TO STA 537+94.76


11 C-207 8" WATER LINE PLAN AND PROFILE STA 30+00.00 TO STA 35+47.7±

12 C-301 PIPELINE CROSS SECTIONS

13 D-101 CONNECTION DETAILS

14 D-102 MISCELLANEOUS DETAILS

AC ASPHALT CONCRETE

L

CL CLASS

CP CATHODIC PROTECTION

CSP CORRUGATED STEEL PIPE

CONC CONCRETE

ABBREVIATIONS

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

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

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.

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

SEWER MANHOLE

FIRE HYDRANT

REDUCER

STREET LIGHT

VALVE

AIR RELEASE VALVE

BLOW-OFF

LOCATOR WIRE BOX

VAULT

RESILIENT-SEATED GATE VALVE

SURVEY MONUMENT OR NAIL

TREE

PALM TREE

THRUST BLOCK

OEOVERHEAD ELECTRICAL CABLE

RAWRAW WATER

UTILITY BOX

UTILITY POLE

CURB AND GUTTER

NEW PIPELINE

PH POTHOLE

CDF CONTROL DENSITY FILL

ASSY ASSEMBLY

DTL DETAIL

DWG DRAWING

PSI POUNDS PER SQUARE INCH

RSGV RESILIENT-SEATED GATE VALVE

CORP CORPORATION

RCWD RANCHO CALIFORNIA WATER DISTRICT

HOT TAP

ABAN ABANDONED

SF SQUARE FEET

SPPWC STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION

D-55947

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

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 BE CLASS 560-C-3250 UNLESS OTHERWISE INDICATED.

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 OR 1,500 FEET, WHICHEVER IS GREATER, 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 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. 7

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 SAME TO THE SATISFACTORY OF, AND AS

DIRECTED BY DISTRICT AND 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.

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.

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" CONCRETE ENCASE PIPELINE PER

DETAIL 4 ON SHT D-102.

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 MANAGER.

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 POLYETHYLENE PER THE PROJECT SPECIFICATIONS.

11. SHUT DOWN OF EXISTING LINES TO FACILITATE CONNECTION TO EXISTING

FACILITIES SHALL BE COORDINATED WITH THE DISTRICT.

12. CONTRACTOR SHALL VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF

ALL POINTS OF CONNECTION PRIOR TO COMMENCING CONSTRUCTION. SEE

GENERAL NOTE NO. 7.

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 PVC PIPE THROUGH 12 INCH SHALL BE TYPE C-900, DR 18, EXCEPT WHERE

NOTED OTHERWISE. PIPE SHALL CONFORM TO AWWA SPECIFICATIONS.

18 INCH AND LARGER SHOULD BE C-900, DR 18.

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. ALL DUCTILE OR GRAY IRON FITTINGS SHALL BE POLYETHYLENE ENCASED AT

THE TIME OF INSTALLATION PER EMWD STANDARDS AND SPECIFICATIONS.

19. A JOINT RESTRAINT DEVICE SHALL BE USED ON ALL MAIN LINE PIPE JOINTS

WITHIN SPECIFIED LIMITS AND ALL JOINTS OR 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 MORENO VALLEY (951) 413-3000

· RIVERSIDE COUNTY FLOOD CONTROL (951) 955-1221

· 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

G-003

HORIZONTAL CONTROL

AS NOTED

3

AL

ML

MWB

HORIZONTAL CONTROL

SCALE: NTS

REVISIONS

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K, R

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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. OF14

DWG.

24

42


09/2018

09/2018

09/2018

09/2018


CW

BAM

KG

AH



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

SPEC. 1335W

08/31/18

W.O. 414736

414737

414738

SEE ABOVE

D-55948

E 7TH ST

SECOND ST

EVANS ST

FUTURE WELL 202

(BY OTHERS)

FUTURE WELL 201

(BY OTHERS)

FUTURE WELL 203

(BY OTHERS)

FUTURE

WELL 205

(WELL 80)

(BY OTHERS)

SHAVER ST

TIM

OT

HY

S

T

HE

WIT

T S

T

12

13

8

9

6

5

2

1

14

15

16

17

18

ANTONIO ESTUDILLO

ELEMENTARY SCHOOL

NORTH MOUNTAIN

MIDDLE SCHOOL

L

A

S

R

O

S

A

S

D

R

APN: 437-300-001

APN: 433-200-005

APN: 437-160-006

APN: 437-160-037

18''RAW 18''RAW 18''RAW 18''RAW

12

" R

AW

EXISTING 18" RAW WATER

EXISTING 12"

RAW WATER

12" PVC , C-900, DR-18 RAW WATER

(SEE SHT C-205A)


(SEE SHT C-205 TO C-206)

12" PVC , C-900, DR-18 RAW

WATER (SEE SHT C-204)

12" PVC , C-900, DR-18

RAW WATER


(SEE SHTS C-201 TO C-203)





3

4

10

DO

NN

A W

AY

11

6" WATER LINE EXTENSION

(SEE DTL 6 ON SHT D-102)

7

HORIZONTAL CONTROL TABLE

NO.

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

Northing

2227178.66

2227304.66

2227304.25

2227380.25

2227375.53

2227788.27

2228176.27

2228187.78

2228175.93

2227352.69

2227349.60

2228339.48

2228246.99

2226890.13

2226461.15

2226459.35

2226442.28

2226438.38

Easting

6349569.63

6349569.36

6349750.63

6349750.80

6350943.79

6350945.05

6350946.23

6350946.28

6351057.60

6350373.55

6350921.33

6352704.04

6352703.89

6351437.38

6351436.57

6351990.09

6352007.02

6352947.85

DESCRIPTION

STUB UP/BEGIN CONSTRUCTION

ANGLE POINT

ANGLE POINT

ANGLE POINT

ANGLE POINT

TEE

TEE/BEGIN CONSTRUCTION

END CONSTRUCTION

END CONSTRUCTION

BEGIN CONSTRUCTION

END CONSTRUCTION


TEE/END CONSTRUCTION


ANGLE POINT

ANGLE POINT

ANGLE POINT

TEE/END CONSTRUCTION

STATION

9+55.48

10+81.48

12+62.75

13+38.75

25+31.78

29+44.50

33+32.50/50+00.00

33+42.50

51+11.4

30+00.00

35+47.67

100+00.00

100+92.14

200+00.00

204+28.98

209+82.00

210+05.68

219+47.03

REVISIONS

I.D.

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IP

EL

IN

EP

LA

NA

ND

PR

OF

IL

E-1

A.D

WG

- W

OJT

AS

ZE

K, R

US

S

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. OF14

DWG.

24

42


09/2018

09/2018

09/2018

09/2018


CW

BAM

KG

AH



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

SPEC. 1335W

08/31/18

W.O. 414736

414737

414738

SEE ABOVE

C-201

WELL 201 PIPELINE

PLAN AND PROFILE

STA 9+55.48 TO STA 18+50.00

1" = 40'

4

AL

ML

MWB

1575

1585

1595

11 12 13 14 15

1565

SCALE:

HORIZ: 1"=40'

VERT: 1" = 4'

1595

1585

1575

1565

10 16 17 18

MA

TC

HL

IN

E S

TA

1

8+

50

.0

0

SE

E S

HT

C

-2

02

F

OR

C

ON

TIN

UA

TIO

N

0

SCALE:

20' 40' 80'

1" = 40'

N

FUTURE RAW WATER

(BY OTHERS)

NOTE:

1. CONTRACTOR SHALL DEMONSTRATE EXTREME

CAUTION WHEN WORKING NEAR EXISTING

OVERHEAD ELECTRICAL POWER LINES.

2. CONTRACTOR SHALL REPLACE THE EXISTING

CHAIN LINK FENCE PER EMWD STD DWG D-672.

PRIVACY SLATS SHALL MATCH THE COLOR AND

SIZE OF EXISTING.

3. CONTRACTOR SHALL REPLACE EXISTING

SIDEWALK PER COUNTY OF RIVERSIDE

STANDARD PLAN NO. 401

4. CUTTING OF ACP IS NOT ALLOWED.

CONTRACTOR SHALL REMOVE ACP TO THE

NEAREST JOINT, AND COMPLY WITH ALL

JURISDICTIONAL AGENCY REQUIREMENTS FOR

PROPERLY DISPOSING OF PIPE. SEE SPECIAL

CONDITIONS.

9

D-55949

WM

WM

WM

WM

WM

WM

WM

OEOE

OEOE

OE

OE

OE

OE

OEOE

OE

OE

OE

OE

O

E

O

UT

UT

10''W

2''G

12''W12''W

12''W12''W

12''W12''W

12''W

8''SS

8''SS

8''SS

8''W8''W

8''W8''W

8''W8''W

4''W4''W

4''W (ABAN)4''W (ABAN)

4''W (ABAN)4''W (ABAN)

4''W (ABAN)

12''IRR(ABAN)12''IRR(ABAN)

12

''IR

R(A

BA

N)

12

''IR

R(A

BA

N)

RR

(A

BA

N)

8''SS8''SS

8''SS8''SS

2''G2''G

2''G2''G

2''G2''G

2''G''G

O

E

O

E

1112

13

14 1516

17 18

MA

TC

HLIN

E S

TA

18+

50.00

SE

E S

HT

C

-202 F

OR

C

ON

TIN

UA

TIO

N

18" PVC, C-900, DR 18

RAW WATERLINE

14' NORTH OF CL

1

E. SHAVER ST.

CAMINO LOS BANOS

60'

15

'2

0'

17

STA 15+80.00

LOCATOR WIRE JUNCTION BOX

CURB FACE

CURB

FACE

CAUTION:

EXIST OVERHEAD

ELECTRICAL (SEE NOTE 1)

CAUTION:

EXIST OVERHEAD


60

'

15

'20

'

6.0

'

14

.0

'

EXIST 8" W PER

EMWD DWG D-3340

EXIST 8" SS PER CITY OF

SAN JACINTO DWG SJ-227

EXIST 12" W PER CITY OF

SAN JACINTO DG SJ-227

15'

15

'

EXIST 4" W PER

EMWD DWG C-271

REMOVE AND DISPOSE INTERFERING

PORTIONS OF EXIST 4" ACP W (ABAN)

(EMWD DWG D-3340) SEE NOTE 4

EXIST 12" IRR (ABAN)

PER EMWD DWG D-3340

CAUTION:

EXIST OVERHEAD

ELECTRICAL

(SEE NOTE 1)


PER EMWD DWG D-3340

18" PVC, C-900, DR 18

RAW WATERLINE

90' EAST OF PL

1

A

C-301

B

C-301

STA 10+81.48

HORIZ ∠ PT

5

STA 12+62.75

HORIZ ∠ PT

5

STA 13+38.75

HORIZ ∠ PT

5

32'

2'

28

12

'±

12'

xx

EXIST FS OVER CL OF PIPE

BE

GIN

C

ON

ST

RU

CT

IO

N

ST

A 9+

55.48

CG

E

LE

V 1576.30

ST

UB

-U

P A

BO

VE

F

S

PE

R D

TL 1 O

N S

HT

D

-102

AN

D LO

CA

TO

R W

IR

E

JU

NC

TIO

N B

OX

GB

S

TA

16+

87.81

CG

E

LE

V 1579.79

ST

A 15+

80.00

LO

CA

TO

R W

IR

E

JU

NC

TIO

N B

OX

EXIST 8" SEWER

RESTRAIN ALL JOINTS PER EMWD STD DWG B-663

(485 LF)

ST

A 14+

40

GB

S

TA

10+

81.48

HO

RIZ

∠

PT

ST

A 9+

75.61

6" B

LO

W-O

FF

A

SS

Y

5

15

18" PVC, C-900, DR 18

RAW WATERLINE

1

17

8

"

W

8

"

S

S

1

2

"

W

4

"

W

A

B

A

N

W

S

F

S

W

S

2

"

G

1

2

"

I

R

R

A

B

A

N

1

0

"

W

GB

S

TA

13+

38.75

CG

E

LE

V 1577.92

HO

RIZ

∠

PT

5

1

2

"

I

R

R

A

B

A

N

2

"

G

ST

A 12+

62.75

HO

RIZ

∠

PT

5

S=

0.0

118

S=0.0

051

S=

0.0

118

S=0.0021

REMOVAL LIMITS OF 4" ACP WATERLINE (SEE NOTE 4)

3

3

3

REMOVE AND REPLACE

IN KIND EXIST CHAIN

LINK FENCE WITH PRIVACY

SLATS. SEE NOTE 2

17

W

S

12''IR

R(A

BA

N)

910

FUTURE WELL 201

(BY OTHERS)

BEGIN CONSTRUCTION

STA 9+55.48

CONSTRUCT STUB-UP PER DTL

1 ON SHT D-102 AND LOCATOR

WIRE JUNCTION BOX

REMOVE AND REPLACE IN KIND

INTERFERING PORTIONS OF EXIST

SIDEWALK APPROX 14 LF (SEE NOTE 3)

17

158'

138'


EXIST CHAIN LINK FENCE WITH

PRIVACY SLATS, SEE NOTE 2

PROTECT IN PLACE

EXIST CHAIN LINK FENCE


PER EMWD

FUTURE WELL BLOWOFF

(BY OTHERS)

15

STA 9+75.61

6" BLOW-OFF ASSY

FUTURE RAW WATER

(BY OTHERS)

18" PVC, C-900, DR 18

RAW WATERLINE

22' SOUTH OF CL

1

CONSTRUCTION NOTES

CONSTRUCT 18" C-900 PVC PIPE, BACKFILL PER EMWD STD DWG B-286B.1

CONSTRUCT 18" 90° DI BEND, MJ X MJ, RESTRAIN JOINTS PER

EMWD STD DWG B-663

5

CONSTRUCT LOCATOR WIRE JUNCTION BOX PER EMWD STD DWG B-65617

CONSTRUCT 6" BLOW-OFF PER EMWD STD DWG B-35715

PLUG EXISTING PIPE WITH CONCRETE (MIN 12" INTO PIPE) AND

ENCASE PIPE END WITH CONCRETE 12" IN ALL DIRECTIONS.

28

CONTROL DENSITY FILL PER DTL 5 ON SHT D-1023

REVISIONS

I.D.

www.tetratech.com

9/6

/2

01

8 9

:4

9:2

1 A

M - P

:\0

95

65

\2

00

-0

95

65

-1

70

01

\C

AD

\S

HE

ET

FIL

ES

\P

HA

SE

1\C

-2

02

-P

IP

EL

IN

EP

LA

NA

ND

PR

OF

IL

E-1

A.D

WG

- W

OJT

AS

ZE

K, R

US

S

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. OF14

DWG.

24

42


09/2018

09/2018

09/2018

09/2018


CW

BAM

KG

AH



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

SPEC. 1335W

08/31/18

W.O. 414736

414737

414738

SEE ABOVE

C-202

WELL 201 PIPELINE

PLAN AND PROFILE

STA 18+50.00 to STA 27+00.00

1" = 40'

5

AL

ML

MWB

1580

1590

1600

21 22 23 24 25

1570

SCALE:

HORIZ: 1"=40'

VERT: 1" = 4'

1600

1590

1580

1570

20 26 27

MA

TC

HL

IN

E S

TA

2

7+

00

.0

0

SE

E S

HT

C

-2

03

F

OR

C

ON

TIN

UA

TIO

N

MA

TC

HL

IN

E S

TA

1

8+

50

.0

0

SE

E S

HT

C

-2

01

F

OR

C

ON

TIN

UA

TIO

N

0

SCALE:

20' 40' 80'

1" = 40'

N

19

NOTE:

1. CONTRACTOR SHALL DEMONSTRATE EXTREME CAUTION WHEN WORKING

NEAR EXISTING OVERHEAD ELECTRICAL POWER LINES.

2. WHERE EXISTING GUY WIRE INTERFERES WITH CONSTRUCTION ACTIVITIES

THE CONTRACTOR SHALL COORDINATE WITH SCE AND PROVIDE

TEMPORARY SUPPORT OF POLE. IF GUY WIRE IS DAMAGED DURING

CONSTRUCTION THE CONTRACTOR SHALL REPLACE IN KIND.

3. CONTRACTOR SHALL REPLACE EXISTING SIDEWALK PER COUNTY OF

RIVERSIDE STANDARD PLAN NO. 401. AC CURB SHALL BE REPLACED IN

KIND TO MATCH EXISTING.

4. CUTTING OF ACP IS NOT ALLOWED. CONTRACTOR SHALL REMOVE ACP TO

THE NEAREST JOINT, AND COMPLY WITH ALL JURISDICTIONAL AGENCY

REQUIREMENTS FOR PROPERLY DISPOSING OF PIPE. SEE SPECIAL

CONDITIONS.

5. BETWEEN STA 25+00 AND 27+00 THE PROJECT IS IN AN AREA WITH MATURE

TREES. THE CONTRACTOR SHALL ASSUME ROOTS WILL BE ENCOUNTERED

DURING EXCAVATION. TREE ROOTS LARGER THAN 1" SHALL BE CLEANLY

CUT BY HAND WITH A SHARP SAW OR PRUNING TOOL. CUTS SHALL BE

MADE AT RIGHT ANGLES TO THE ROOT.

D-55950

1920

2122

23

24 25

26

3031

3233 34

35

MATCHLINE STA 27+00.00

SEE SHT C-203 FOR CONTINUATION

WM

WM

WM

WM

WM

WM

WM

E

UT

2''G

UEUE

UE

UTUT U

T

UTUT

UT

OEOE OE OE OE

OEOE

OE

OE

OE

OEOE

UT

2''G

12'12''W

12''W12''W

12''W12''W

12''W12''W

12''W2''W

8''W

12''IRR(ABAN) 12''IRR(ABAN)12''IRR(ABAN)


12''IRR(ABAN)

4''W4''W 4''W

4''W4''W

6''W6''W

8''SS8''SS

8''SS8''SS

8''SS8''SS

8''SS8''SS

8''SS

2''G2''G

2''G2''G

8''W

8''S

S

8''S

S

8''S

S

8''W

8''W

1

5

C

C-301

18" PVC, C-900, DR 18

RAW WATERLINE

10' SOUTH OF CL

E. SHAVER ST.

TIMOTHY DR

KARLIE ANN CT

60'

STA 25+31.78

HORIZ ∠ PT

15'

20'

10'

8'

CURB FACE

CURB FACE

STA 23+33.00

LOCATOR WIRE

JUNCTION BOX

REMOVE AND REPLACE EXIST AC CURB

AND CONC SIDEWALK (SEE NOTE 3)

12'

8.5'±

PROPERTY

LINE

PROTECT IN PLACE


CAUTION:

EXIST OVERHEAD


OVERHEAD TREE COVER. CONTRACTOR

SHALL PRUNE, REMOVE AND DISPOSE

INTERFERING CANOPY B (SEE NOTE 5)

CAUTION:

EXIST OVERHEAD


MIRAMAR AVE


SAN JACINTO DWG SJ-227EXIST 8" W PER

EMWD DWG D-3340



60'

20'

20'

EXIST 8" W PER

EMWD DWG D-25117

EXIST 6" W PER

EMWD DWG C-272

60'

15'

15'

EXIST GUY WIRE (SEE NOTE 2)

EXIST POWER POLE

(SEE NOTE 2)

REMOVE AND DISPOSE

OF INTERFERING

PROTIONS OF EXIST 4"

ACP W (ABAN) (EMWD

DWG D-3340) SEE NOTE 4



EXIST 4" W

PER EMWD

DWG C-271

CAUTION:

EXIST OVERHEAD



PER EMWD DWG D-3340

EXIST 8" SS PER

EMWD DWG D-25117

EXIST 12" W

PER EMWD







EXIST 12" W PER

EMWD DWG D-3340

MA

TC

HL

IN

E S

TA

1

8+

50

.0

0

SE

E S

HT

C

-2

01

F

OR

C

ON

TIN

UA

TIO

N

18" PVC, C-900, DR 18

RAW WATERLINE

14' NORTH OF CL

6'

14'

18" PVC, C-900, DR 18

RAW WATERLINE

12' EAST OF CL

STA 22+62±

HORIZ ∠ PT

PULL JOINTS

EXIST POWER POLE

(SEE NOTE 2)

12'

14'

8" PVC, C-900, DR 18

POTABLE WATERLINE

SEE SHT C-207

PULL JOINTS

REMOVE AND

REPLACE EXIST

CONC SPANDREL

STA 23+23.00±

HORIZ ∠ PT

PULL JOINTS

1

1

17

16

STA 26+85.00

AV/ARV ASSY

8

"

S

S

U

T

(

S

I

Z

E

U

N

K

N

O

W

N

)

(

P

H

#

2

0

)

6

"

W


ST

A 2

6+

85

.0

0

2" A

V / A

RV

A

SS

Y

ST

A 2

3+

33

.0

0

LO

CA

TO

R W

IR

E

JU

NC

TIO

N B

OX

EXIST 12"

WATER

EXIST 8" SEWER

U

E

(

S

I

Z

E

U

N

K

N

O

W

N

)

(

P

H

#

1

4

)

W

S

ST

A 2

6+

30

ST

A 2

4+

30

GB

S

TA

2

6+

61

.5

4

CG

E

LE

V 1

59

1.6

0

S=0.0037


(200 LF)

GB

S

TA

2

6+

81

.4

8

CG

E

LE

V1

59

1.6

7

17

18" PVC, C-900, DR 18

RAW WATERLINE

1

16

8

"

W

8

"

W

1

2

"

W

1

2

"

I

R

R

A

B

A

N

W

S

W

S

6

"

F

S

8

"

S

S

GB

S

TA

2

5+

31

.7

8

CG

E

LE

V 1

58

8.5

1

CO

MB

IN

ED

∠

PT

5

GB

S

TA

1

9+

11

.2

5

CG

E

LE

V 1

58

2.4

3

S=

0.0

098

REMOVAL LIMITS OF 4" ACP WATERLINE (SEE NOTE 4)

8

"

S

S

2

"

G

2

"

G

6

"

F

S

3

3

3

3

3

S

=

0

.0

2

3

8

ST

A 2

2+

62

HO

RIZ

∠

PT

ST

A 2

3+

23

HO

RIZ

∠

PT

S=

0.0

118

S=-0.0066

CONSTRUCTION NOTES



EMWD STD DWG B-663

5



CONSTRUCT 2" AIR RELEASE AND VACUUM VALVE

ASSEMBLY PER EMWD STD DWG B-367

16

REVISIONS

I.D.

www.tetratech.com

9/6

/2

01

8 9

:4

9:3

4 A

M - P

:\0

95

65

\2

00

-0

95

65

-1

70

01

\C

AD

\S

HE

ET

FIL

ES

\P

HA

SE

1\C

-2

03

-P

IP

EL

IN

EP

LA

NA

ND

PR

OF

IL

E-1

A.D

WG

- W

OJT

AS

ZE

K, R

US

S

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. OF14

DWG.

24

42


09/2018

09/2018

09/2018

09/2018


CW

BAM

KG

AH



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

SPEC. 1335W

08/31/18

W.O. 414736

414737

414738

SEE ABOVE

C-203

WELL 201 PIPELINE

PLAN AND PROFILE

STA 27+00.00 to STA 33+42.5±

1" = 40'

6

AL

ML

MWB

1580

1590

1600

27 28 29 30 31

1570

SCALE:

HORIZ: 1"=40'

VERT: 1" = 4'

1600

1590

1580

1570

32 33 34

MA

TC

HL

IN

E S

TA

2

7+

00

.0

0

SE

E S

HT

C

-2

02

F

OR

C

ON

TIN

UA

TIO

N

N

0

SCALE:

20' 40' 80'

1" = 40'

NOTES:

1. PRIOR TO EXCAVATION, THE CONTRACTOR SHALL SURVEY THE LIMITS

AND FLOW LINE OF THE EXISTING DRAINAGE SWALE. PORTIONS OF

THE EXISTING SWALE DAMAGED DURING CONSTRUCTION SHALL BE

RESTORED TO THEIR EXISTING CONDITION.

2. BETWEEN STA 27+00 AND 33+42.50 THE PROJECT IS IN AN AREA WITH

MATURE TREES. THE CONTRACTOR SHALL ASSUME ROOTS WILL BE

ENCOUNTERED DURING EXCAVATION. TREE ROOTS LARGER THAN 1"

SHALL BE CLEANLY CUT BY HAND WITH A SHARP SAW OR PRUNING

TOOL. CUTS SHALL BE MADE AT RIGHT ANGLES TO THE ROOT.

3. CONTRACTOR SHALL REPLACE THE EXISTING CHAIN LINK FENCE WITH

BARBED WIRE PER EMWD STD DWG D-672.

50 51 52

D-55951

7 28 29 30 31 32 33

50

51

2''G

2''G

2''G

18''RAW

18''RAW

UE

UE

UE

UE

UE

8''S

S8''S

S8''S

S

18''R

AW

MA

TC

HLIN

E S

TA

27+

00.00

SE

E S

HT

C

-202 F

OR

C

ON

TIN

UA

TIO

N

STA 51+11.4±

CONNECT TO EXIST 18"

RAW WATERLINE PER

DTL 1 ON SHT D-101

EXIST

WELL 80

E 7TH ST.

STA 29+20.00


17

CURB FACE

CURB FACE

FUTURE WELL 205

(BY OTHERS)

OVERHEAD TREE COVER.

CONTRACTOR SHALL PRUNE,

REMOVE AND DISPOSE

INTERFERING PORTIONS OF

CANOPY (SEE NOTE 2)

18" PVC, C-900, DR 18

RAW WATERLINE

12' EAST OF PL

1

CONSTRUCT STUB-UP

PER DTL 1 ON SHT D-102

PROPERTY LINE

PROTECT IN PLACE

EXIST FENCE

STA 29+44.50

18" X 12" TEE

12 21 21 20



SEE NOTE 3

1589

1592

1

5

9

3

1591

1590

12" PVC, C-900, DR 18

RAW WATERLINE (INTERIM)

59' SOUTH OF PL

2

STA 33+32.50 (18" PVC)

STA 50+00.00 (12" PVC)

18" X 12" TEE


STA 33+16.00

6" BLOW-OFF ASSY

15

74'

59'

35'

12'

63'

89'

APPROXIMATE LIMITS OF 16'± WIDE

DIRT DRAINAGE SWALE, (SEE NOTE 1)

211211

STA 29+63.00

2" AV / ARV ASSY

16

20

FUTURE 12"

RAW WATER

(BY OTHERS)

END CONSTRUCTION

STA 33+42.50

FUTURE CONNECTION


35

FUTURE 18"

RAW WATER

(BY OTHERS)

xx

ST

A 3

3+

42

.5

EXIST FS OVER C OF PIPE

L

ST

A 2

9+

20

.0

0

LO

CA

TO

R W

IR

E

JU

NC

TIO

N B

OX



(SEE NOTE 3)

ST

A 2

9+

44

.5

0

18

" X

1

2" T

EE

CG

E

LE

V 1

59

0.3

6


(654± LF)

ST

A 2

7+

10

GB

S

TA

2

9+

53

.2

1

CG

E

LE

V 1

58

9.8

6

GB

S

TA

3

2+

63

.6

8

CG

E

LE

V 1

58

6.6

0

21

21

20

18" PVC, C-900, DR 18

RAW WATERLINE

1

17

12

ST

A 3

3+

32

.5

0

CG

E

LE

V 1

58

6.6

7

18

" T

EE

10

11

20

20

ST

A 3

3+

16

.0

0

6" B

LO

W-O

FF

15

S=

-0.0

105

S=-0.0066

S=0.0010

GB

S

TA

2

9+

63

.0

0

2" A

V/P

RV

A

SS

Y

16

EN

D C

ON

ST

RU

CT

IO

N

ST

A 3

3+

42

.5

0

FU

TU

RE

C

ON

NE

CT

IO

N

PE

R D

TL

1

O

N S

HT

D

-1

01

CONSTRUCTION NOTES




16


CONSTRUCT 18" BUTTERFLY VALVE, FLG X MJ, PER

EMWD STD DWG B-577

21

CONSTRUCT 12" RESILIENT-SEATED GATE VALVE, FLG X MJ, PER EMWD STD DWG B-25520

CONSTRUCT 18" X 12" DI TEE, FLG X FLG, RESTRAIN JOINTS PER

EMWD STD DWG B-663

12



CONSTRUCT FLANGE COUPLING ADAPTER (RESTRAINED)11

CONSTRUCT 12" 11.25° DI BEND, MJ X MJ, RESTRAIN JOINTS PER

EMWD STD DWG B-663

7

CONSTRUCT 18" CAP (MJ) AND MJ ADAPTER (RESTRAINED)

PER EMWD STD DWG B-663

35

1

8

"

R

A

W

(

P

H

#

2

3

)

ST

A 5

1+

11

.4

±

RESTRAIN ALL JOINTS PER

EMWD STD DWG B-663

(111± LF)

ST

A 5

1+

11

.4

±

CG

E

LE

V 1

58

6.8

±

CO

NN

EC

T T

O E

XIS

T 1

8"

RA

W W

AT

ER

LIN

E P

ER

DT

L 1

O

N S

HT

D

-1

01

ST

A 5

0+

00

.0

0

CG

E

LE

V 1

58

6.6

7

18

" T

EE

10

11

20

20

12" PVC, C-900, DR 18

RAW WATERLINE

2

S

=

-

0

.

1

9

8

9

S=0.001

S

=

0

.

1

9

8

9

ST

A 5

0+

06

.3

5

CG

E

LE

V 1

58

6.6

8

11

.2

5° D

I B

EN

D

7

ST

A 5

0+

16

.5

1

CG

E

LE

V 1

58

4.7

0

11

.2

5° D

I B

EN

D

7

ST

A 5

0+

92

.2

3

CG

E

LE

V 1

58

4.7

8

11

.2

5° D

I B

EN

D

7

ST

A 5

1+

01

.9

5

CG

E

LE

V 1

58

6.7

7

11

.2

5° D

I B

EN

D

7

ST

A 5

0+

00

.0

±

REVISIONS

I.D.

www.tetratech.com

9/6

/2

01

8 9

:4

9:4

7 A

M - P

:\0

95

65

\2

00

-0

95

65

-1

70

01

\C

AD

\S

HE

ET

FIL

ES

\P

HA

SE

1\C

-2

04

-P

IP

EL

IN

EP

LA

NA

ND

PR

OF

IL

E-1

B.D

WG

- W

OJT

AS

ZE

K, R

US

S

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. OF14

DWG.

24

42


09/2018

09/2018

09/2018

09/2018


CW

BAM

KG

AH



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

SPEC. 1335W

08/31/18

W.O. 414736

414737

414738

SEE ABOVE

C-204

WELL 202 PIPELINE

PLAN AND PROFILE

STA 100+00 to STA 100+92.5±

1" = 40'

7

AL

ML

MWB

1580

1590

1600

101 102 103

1570

SCALE:

HORIZ: 1"=40'

VERT: 1" = 4'

1600

1590

1580

1570

100+00

0

SCALE:

20' 40' 80'

1"=40'

N

E. 7TH ST

NOTES:


RIVERSIDE STANDARD PLAN NO. 401. 6" CURB AND GUTTER SHALL BE

REPLACED PER COUNTY OF RIVERSIDE STANDARD PLAN NO. 200.

2. CONTRACTOR SHALL REPLACE THE EXISTING CHAIN LINK FENCE PER

EMWD STD DWG D-672, PRIVACY SLATS SHALL MATCH COLOR AND

SIZE OF EXISTING.

D-55952

xx

1

8

"

R

A

W

BE

GIN

C

ON

ST

RU

CT

IO

N

ST

A 1

00+

00

.0

0

CG

E

LE

V 1

59

5.5

0

ST

UB

-U

P A

BO

VE

F

S

PE

R D

TL 1

O

N S

HT

D

-1

02

REMOVE AND REPLACE IN

KIND EXIST CHAIN LINK

FENCE (SEE NOTE 2)

RESTRAIN ALL JOINTS


(92 ± LF)


ST

A 1

00

+9

2.1

±

CG

E

LE

V 1

59

5.0

±

CO

NN

EC

T T

O E

XIS

T 1

8"

RA

W W

AT

ER

LIN

E P

ER

DT

L 2

O

N S

HT

D

-1

01

S=-0

.0054

1

2

"

W

(

P

H

#

2

9

)

3

12" PVC, C-900, DR 18

RAW WATERLINE

2

17

OE

OE

OE

OE

12

''W

12

''W

12

''W

12

''W

12

''W

12

''W

12

''W

8''S

S8

''S

S8

''S

S

16

''IR

R1

6''IR

R1

6''IR

R

18

''R

AW

18

''R

AW

18

''R

AW

18

''R

AW

UT

UT

UT

UT

12

''IR

R1

2''IR

R1

2''IR

R

FUTURE WELL 202

(BY OTHERS)

STA 100+92.1±

CONNECT TO EXIST 18"

RAW WATERLINE


DONNA WY.

88'

32' 32'

STA 100+00.00

BEGIN CONSTRUCTION

CONSTRUCT STUB-UP PER

DTL 1 ON SHT D-102


EXIST CURB, GUTTER, SIDEWALK

(SEE NOTE 1)

CURB FACE

EXIST 12" W PER

EMWD DWG C-273

AND D-8493

EXIST 8" SS PER

EMWD DWG SD-915

EXIST 18" RAW WATER

AND TELEMETRY CABLE

PER EMWD DWG D-27586

AND D-27587

CURB FACE

12" PVC, C-900, DR18

RAW WATERLINE

150' EAST OF DONNA WAY CL

2

100

17


PER EMWD DWG D-8493


PER EMWD DWG D-8493


EXIST CHAIN-LINK FENCE AND

PRIVACY SLATS, SEE NOTE 2

CONSTRUCTION NOTES




REVISIONS

I.D.

www.tetratech.com

9/6

/2

01

8 9

:5

0:0

6 A

M - P

:\0

95

65

\2

00

-0

95

65

-1

70

01

\C

AD

\S

HE

ET

FIL

ES

\P

HA

SE

1\C

-2

05

-P

IP

EL

IN

EP

LA

NA

ND

PR

OF

IL

E-1

C.D

WG

- W

OJT

AS

ZE

K, R

US

S

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. OF14

DWG.

24

42


09/2018

09/2018

09/2018

09/2018


CW

BAM

KG

AH



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

SPEC. 1335W

08/31/18

W.O. 414736

414737

414738

SEE ABOVE

C-205

WELL 203 PIPELINE

PLAN AND PROFILE

STA 200+00.00 TO STA 210+50.00

1" = 40'

8

AL

ML

MWB

1590

1600

1610

200 201 202 203 204

1580

SCALE:

HORIZ: 1"=40'

VERT: 1" = 4'

1610

1600

1590

1580

205 206 207 208 209 210

MA

TC

HL

IN

E S

TA

2

10

+5

0.0

0

SE

E S

HT

C

-2

06

F

OR

C

ON

TIN

UA

TIO

N

N

0

SCALE:

20' 40' 80'

1" = 40'

MA

TC

HL

IN

E S

TA

2

03

+5

0.0

0

SE

E A

BO

VE

R

IG

HT

MATCHLINE STA 203+50.00

SEE BELOW LEFT

N

NOTES:

1. CONTRACTOR SHALL POTHOLE AND LOCATE EXISTING PARALLEL GAS LINE

PRIOR TO CONSTRUCTION.

2. CONTRACTOR SHALL DEMONSTRATE EXTREME CAUTION WHEN TRENCHING

NEAR EXISTING GAS LINE. 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.

3. BETWEEN STA 200+00 AND 204+00 THE PROJECT IS EXPECTED TO

ENCOUNTER ROOTS FROM ADJACENT TREE STUMPS DURING EXCAVATION.


RIVERSIDE STANDARD PLAN NO. 401. 6" CURB AND GUTTER SHALL BE

REPLACED PER COUNTY OF RIVERSIDE STANDARD PLAN NO. 200.

D-55953

3

"

G

(

P

H

#

4

8

)

4

"

U

T

(

P

H

#

4

5

)

2

"

U

T

(

P

H

#

4

9

)

(

3

)

4

"

U

E

(

P

H

#

5

0

)

BE

GIN

C

ON

ST

RU

CT

IO

N

ST

A 2

00

+0

0

CG

E

LE

V 1

59

5.5

9

ST

UB

-U

P A

BO

VE

F

S

PE

R D

TL

1

O

N S

HT

D

-1

02

8

"

S

S

(

D

I

P

#

2

)

ST

A 2

09+

82

.0

0

HO

RIZ

∠

PT

ST

A 21

0+

05

.6

8

HO

RIZ

∠

PT

EXIST 10" SEWER

1

/

2

"

G

1

/

2

"

G

1

/

2

"

G

3

/

4

"

G

1

/

2

"

G

1

/

2

"

G


(160 LF)

ST

A 2

01+

60

W

S

W

S

8

"

S

S

ST

A 2

06

+5

5.0

0

LO

CA

TO

R W

IR

E

JU

NC

TIO

N B

OX


RESTRAIN ALL JOINTSPER EMWD STD DWG B-663

(140 LF)

ST

A 20

5+

00

ST

A 2

03

+6

0

RESTRAIN ALL JOINTS


(105 LF)

ST

A 2

10+

45

ST

A 2

09+

40

4

"

U

E

(

P

H

#

4

6

)

3

"

G

(

P

H

#

4

3

)

W

S

S

=

0

.0

1

8

4

S=0.0050

S=0.0015

GB

S

TA

2

09

+0

0.0

0

CG

E

LE

V 1

59

7.3

0

GB

S

TA

2

09

+7

0.0

0

CG

E

LE

V 1

59

8.5

9

12" PVC, C-900, DR 18

WELL BLOW-OFF

2

17

8

8

1

2

"

R

A

W

W

E

L

L

S

U

P

P

L

Y

S=0.0015

6

GB

S

TA

2

04

+2

8.9

8

CG

E

LE

V 1

594

.9

4

HO

RIZ

∠

PT

15

ST

A 2

01+

35

.00

6" B

LO

W-O

FF

A

SS

Y

S=0.0

058

WM

WM

WMWMWM

WMWMWMWM

WMWM

WM

WM

W

M

WM

3''G3''G

3''G3''G

3''G3''G

3''G

3''G

8''SS

18''W18''W

18''W18''W

18''W

18''W

10''SS10''SS

10''SS10''SS

10''SS

UE

UEUE

UEUE

UEUE

UTUT

UTUT

UTUT

UT

2''G

OE

UT

UT

12''W12''W

12''W12''W

12''W12''W

12''W

8''S

S

8''S

S

MA

TC

HL

IN

E S

TA

2

10

+5

0.0

0

SE

E S

HT

C

-2

06

F

OR

C

ON

TIN

UA

TIO

N

12" PVC, C-900, DR 18

WELL BLOW-OFF

10.5' NORTH OF CL

2

E. EVANS ST.

STA 204+28.98

HORIZ ∠ PT

6

STA 206+55.00


17

CURB FACE

CURB FACESTA 210+05.68

HORIZ ∠ PT

8

STA 209+82.00

HORIZ ∠ PT

8

REMOVE AND REPLACE IN

KIND EXIST CURB, GUTTER

AND SIDEWALK. SEE NOTE 4

EXIST 10" SS PER

EMWD DWG D-11294

EXIST 18" W PER

EMWD DWG D-11294

EXIST 12" W PER

EMWD DWG D-8355

LAS ROSAS DR.

D

C-301

PROTECT IN PLACE

EXIST MANHOLE

PROTECT IN PLACE

EXIST GAS LINE

(SEE NOTES 1 & 2)

PROTECT IN PLACE

EXIST MANHOLE

12" PVC, C-900, DR 18

RAW WELL SUPPLY

SEE SHT C-205A

PROTECT IN PLACE


SPPWC STD PLAN 600-3

PROTECT IN PLACE

EXIST GATE

204

205206

207208

209

2

1

0

63'

22'

22'

4.5'

6' 10.5'

4.5'

10.5'

11.5'

10'

FUTURE 12" RAW WATER

(BY OTHERS)

3'

FUTURE

WELL 203

(BY OTHERS)

12" PVC, C-900, DR 18

WELL BLOW-OFF

10' WEST OF EASEMENT

STA 200+00.00

BEGIN CONSTRUCTION

CONSTRUCT STUB-UP



(BY OTHERS)

535536537

EXIST TREE STUMPS (TYP)

SEE NOTE 3

PROTECT IN PLACE EXIST

CHAIN LINK FENCE

2

PROTECT IN PLACE

EXIST WALL

200 201 202 203

10'

12" PVC, C-900, DR 18

RAW WELL SUPPLY

SEE SHT C-205A

3'

A

C-205A

x

x

x

x

PROTECT IN PLACE

EXIST GATE

30'

EA

SE

ME

NT

PROTECT IN PLACE

EXIST GATE

STA 201+35

6" BLOW-OFF ASSY

15

CONSTRUCTION NOTES



EMWD STD DWG B-663

6


EMWD STD DWG B-663

8



C-205A

WELL 203 PIPELINE

PLAN AND PROFILE

STA 534+15.34 TO STA 538+04.26

1" = 40'

9

AL

ML

MWB

SCALE:

HORIZ: 1"=40'

VERT: 1" = 4'

1580 1580

1590 1590

1600 1600

1610 1610

0

SCALE:

20' 40' 80'

1" = 40'

N

REVISIONS

I.D.

www.tetratech.com

9/6

/2

01

8 9

:5

0:2

7 A

M - O

:\P

RO

JE

CT

S\IR

VIN

E\0

95

65

\2

00

-0

95

65

-1

70

01

\C

AD

\S

HE

ET

FIL

ES

\P

HA

SE

1\C

-2

05

A-P

IP

EL

IN

EP

LA

NA

ND

PR

OF

IL

E-1

C.D

WG

- W

OJT

AS

ZE

K, R

US

S

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. OF14

DWG.

24

42


09/2018

09/2018

09/2018

09/2018


CW

BAM

KG

AH



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

SPEC. 1335W

08/31/18

W.O. 414736

414737

414738

SEE ABOVE

FUTURE 12" RAW

WATER (BY OTHERS)

TYPICAL COMBINED TRENCH SECTIONA

_

SCALE: NTS

NOTES:

1. THE CONTRACTOR IS EXPECTED TO ENCOUNTER ROOTS FROM

ADJACENT TREE STUMPS DURING EXCAVATION.

D-55954

CONSTRUCTION NOTES

CONSTRUCT 12" CAP (MJ) AND MJ ADAPTER (RESTRAINED)


25



EMWD STD DWG B-663

6

CONSTRUCT 12" 22.5° DI BEND, MJ X MJ, RESTRAIN JOINTS


26




16

534+00 535+00 536+00 537+00 538+00 539+00


EN

D C

ON

ST

RU

CT

IO

N

ST

A 537+

92.7±

CG

E

LE

V 1593.48

GB

S

TA

534+

15.34

CG

E

LE

V 1594.94

HO

RIZ

∠

PT

1

2

"

R

A

W

W

A

T

E

R

L

I

N

E

S=0.0015

GB

S

TA

537+

74.67

CG

E

LE

V 1595.48

12" PVC, C-900, DR 18

RAW WATERLINE

ST

A 537+

70.00

2" A

V / A

RV

A

SS

Y

ST

A 537+

84.26

HO

RIZ

∠

PT

GB

S

TA

537+

79.67

CG

E

LE

V 1593.50

S

=

-0

.3

8

8

6

26 26

ST

A 537+

93±

ST

A 534+

10.34


(250 LF)

6


(BY OTHERS)

25

6

16

BE

GIN

C

ON

ST

RU

CT

IO

N

GB

S

TA

534+

10.34

CG

E

LE

V 1594.94

25

2

6

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

E. E

VA

NS

S

T

66'

33' 33'

M

12" PVC, C-900, DR 18

RAW WATERLINE

16.5' EAST OF PL

33'

16

.5

'

10.5'

x

x

x

x

3.5

'

535 536 537

STA 534+15.37

HORIZ ∠ PT

2

STA 537+84.26

HORIZ ∠ PT

6


(BY OTHERS)

STA 537+70.00

2" AV / ARV ASSY

16

PROTECT IN PLACE

EXIST GATE

PROTECT IN PLACE

EXIST GATE

A

C-205A

EXIST TREE STUMPS

(TYPICAL) SEE NOTE 1

6

BEGIN CONSTRUCTION

STA 534+10.37

25

WM

WM

FUTURE WELL 203

(BY OTHERS)

x

x

12" PVC, C-900, DR 18

WELL BLOW-OFF

SEE SHT C-205


(BY OTHERS)

STA 537+92.7±

END CONSTRUCTION

25

9" 2'-0" 12"

12

"

12

"

BEDDING AND BACKFILL PER

EMWD STD DWG B-286B

12"Ø 12"Ø

3'-0"

RA

W W

AT

ER

LIN

E

WE

LL

B

LO

W-O

FF

REVISIONS

I.D.

www.tetratech.com

9/6

/2

01

8 9

:5

0:4

3 A

M - P

:\0

95

65

\2

00

-0

95

65

-1

70

01

\C

AD

\S

HE

ET

FIL

ES

\P

HA

SE

1\C

-2

06

-P

IP

EL

IN

EP

LA

NA

ND

PR

OF

IL

E-1

C.D

WG

- W

OJT

AS

ZE

K, R

US

S

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. OF14

DWG.

24

42


09/2018

09/2018

09/2018

09/2018


CW

BAM

KG

AH



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

SPEC. 1335W

08/31/18

W.O. 414736

414737

414738

SEE ABOVE

C-206

WELL 203 PIPELINE

PLAN AND PROFILE

STA 210+50 to STA 219+47.5±

1" = 40'

10

AL

ML

MWB

1595

1605

1615

211 212 213 214 215

1585

SCALE:

HORIZ: 1"=40'

VERT: 1" = 4'

210 216 217 218 219 220

MA

TC

HL

IN

E S

TA

2

10

+5

0.0

0

SE

E S

HT

C

-2

05

F

OR

C

ON

TIN

UA

TIO

N

0

SCALE:

20' 40' 80'

1" = 40'

N

1595

1605

1615

1585

D-55955

1

2

"

R

A

W

(

P

H

#

5

2

)

ST

A 219+

47.0±

8

"

S

S

ST

A 218+

66.50

2" A

V / A

RV

A

SS

Y

ST

A 213+

05.00

LO

CA

TO

R W

IR

E

JU

NC

TIO

N B

OX

ST

A 218+

81.50

LO

CA

TO

R W

IR

E

JU

NC

TIO

N B

OX

EXIST 8"

SEWER

1

/

2

"

G

1

/

2

"

G


ST

A 210+

45

ST

A 217+

80

RESTRAIN ALL JOINTS


(167± LF)

GB

S

TA

218+

37.27

CG

E

LE

V 1603.61

ST

A 219+

47.0±

CG

E

LE

V 1602.20

CO

NN

EC

T T

O E

XIS

T 12" R

AW

WA

TE

RLIN

E P

ER

D

TL 3 O

N

SH

T D

-101

4

"

S

S

4

"

S

S

4

"

S

S

4

"

S

S

4

"

S

S

4

"

S

S

4

"

S

S

4

"

S

S

4

"

S

S

W

S

W

S

W

SW

S

1

/

2

"

G

W

S

1

/

2

"

G

W

S

W

S

S=0.0

058

S=0.0

058

S=0.0

058

S

=

0

.0

1

7

5

S=-0.0058

GB

S

TA

218+

77.27

CG

E

LE

V 1603.38

12" PVC, C-900, DR 18

WELL BLOW-OFF

2

17

16

17

ST

A 210+

70 ±

RE

LO

CA

TE

4" S

S

23

ST

A 211+

07 ±

RE

LO

CA

TE

4" S

S

23

ST

A 212+

08 ±

RE

LO

CA

TE

4" S

S

23

ST

A 212+

48 ±

RE

LO

CA

TE

4" S

S

23

ST

A 213+

50 ±

RE

LO

CA

TE

4" S

S

23

ST

A 213+

90 ±

RE

LO

CA

TE

4" S

S

23

ST

A 214+

92 ±

RE

LO

CA

TE

4" S

S

23

ST

A 215+

32 ±

RE

LO

CA

TE

4" S

S

23

ST

A 216+

34 ±

RE

LO

CA

TE

4" S

S

23

13

20

EXPOSE JOINTS OF

EXIST PIPE FOR

160' AND RESTRAIN

ALL JOINTS

MA

TC

HL

IN

E S

TA

2

10

+5

0.0

0

SE

E S

HT

C

-2

05

F

OR

C

ON

TIN

UA

TIO

N

2

STA 218+66.50

2" AV / ARV ASSY

E. EVANS ST.

GALILEO WAY

16

STA 213+05.00


17

13 20

VILLINES AVE

E

C-301

STA 218+81.50


17

12''RAW1

3''G3''G

3''G3''G

3''G3''G

3''G3''G

3''G3''G

2''G

''SS8''SS

8''SS8''SS

8''SS8''SS

8''SS8''SS

8''SS

8''W

UEUE

UEUE

UEUE

UE

UEUE

UEUE

UEUE

UEUE

UEUE

UTUT

UTUT

UTUT

UTUT

UTUT

OEOE

OEOE

OEOE

UTUT

UTUT

UTUT

8''S

S

12''12''W

12''W12''W

12''W12''W

12''W12''W

12''W12''W

12''W

''S

S

8" W

12" R

AW

8" S

S

WM

WM

WM

WM

WMWM

WMWM

WMWM

WM WMWM

WMWM

WMWM

WMWM

STA. 219+47.0±

CONNECT TO EXIST

12" RAW WATERLINE


12" PVC, C-900, DR 18

WELL BLOW-OFF

6' SOUTH OF CL

CURB FACE

CURB FACE


EXIST CONCRETE CROSS GUTTER

AND SPANDREL (APPROX 726 SF) TO

NEAREST WEAKENED PLANE JOINTS

EXIST 8" SS PER

EMWD DWG D-11295

EXIST 12" W PER

EMWD DWG D-8354

EXIST 12" RAW WATER

EMWD

EXIST 12" W PER

EMWD DWG D-8354

EXIST 8" SS PER

EMWD DWG D-11316

EXIST 8" W PER

EMWD DWG D-11316

66'

6'

22'

22'

8'

12'

211212

213214

215216

217218

219

EXPOSE JOINTS OF

EXIST PIPE FOR 160' AND

RESTRAIN ALL JOINTS

20

CONSTRUCTION NOTES




16

CONSTRUCT 12" DI TEE, FLG X MJ, RESTRAIN JOINTS PER

EMWD STD DWG B-663

13


RELOCATE SEWER LATERAL PER DTL 3 ON SHT D-10223

CONSTRUCT 12" RESILIENT-SEATED GATE VALVE, FLG X MJ, PER EMWD STD DWG B-25520

REVISIONS

I.D.

www.tetratech.com

9/6

/2

01

8 9

:5

0:5

9 A

M - P

:\0

95

65

\2

00

-0

95

65

-1

70

01

\C

AD

\S

HE

ET

FIL

ES

\P

HA

SE

1\C

-2

07

-8

IN

CH

PL

AN

AN

DP

RO

FIL

E.D

WG

- W

OJT

AS

ZE

K, R

US

S

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. OF14

DWG.

24

42


09/2018

09/2018

09/2018

09/2018


CW

BAM

KG

AH



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

SPEC. 1335W

08/31/18

W.O. 414736

414737

414738

SEE ABOVE

C-207

8" WATER LINE

PLAN AND PROFILE

STA 30+00.00 TO STA 35+47.7±

1" = 40'

11

AL

ML

MWB

1580

1590

1600

32 33 34 35

1570

SCALE:

HORIZ: 1"=40'

VERT: 1" = 4'

1600

1590

1580

1570

31

0

SCALE:

20' 40' 80'

1" = 40'

N

30

NOTE:

1. CONTRACTOR SHALL DEMONSTRATE EXTREME CAUTION WHEN WORKING

NEAR EXISTING OVERHEAD ELECTRICAL POWER LINES.

2. WHERE EXISTING GUY WIRE INTERFERES WITH CONSTRUCTION ACTIVITIES

THE CONTRACTOR SHALL COORDINATE WITH SCE AND PROVIDE

TEMPORARY SUPPORT OF POLE. IF GUY WIRE IS DAMAGED DURING

CONSTRUCTION THE CONTRACTOR SHALL REPLACE IN KIND.


RIVERSIDE STANDARD PLAN NO. 401. AC CURB SHALL BE REPLACED IN

KIND TO MATCH EXISTING.

4. CUTTING OF ACP IS NOT ALLOWED. CONTRACTOR SHALL REMOVE ACP TO

THE NEAREST JOINT, AND COMPLY WITH ALL JURISDICTIONAL AGENCY

REQUIREMENTS FOR PROPERLY DISPOSING OF PIPE. SEE SPECIAL

CONDITIONS.

5. BETWEEN STA 16+00 AND 24+00 THE PROJECT IS IN AN AREA WITH MATURE

TREES. THE CONTRACTOR SHALL ASSUME ROOTS WILL BE ENCOUNTERED

DURING EXCAVATION. TREE ROOTS LARGER THAN 1" SHALL BE CLEANLY

CUT BY HAND WITH A SHARP SAW OR PRUNING TOOL. CUTS SHALL BE

MADE AT RIGHT ANGLES TO THE ROOT.

36

D-55956

WM

WM

WM

WM

WM

WM

WM

E

UT

2''G

UEUE

UE

UTUT U

T

UTUT

UT

OE OE OE OE OEOE

OE

OE

OE

OEOE

UT

2''G

12''W12''W

12''W12''W

12''W12''W

12''W12''W

8''W

12''IRR(ABAN)12''IRR(ABAN)


12''IRR(ABAN)

4''W4''W 4''W

4''W4''W

66''W

8''SS8''SS

8''SS8''SS

8''SS8''SS

8''SS8''SS

2''G2''G

2''G

8''W

8''S

S

8''S

S

8''S

S

8''W

8''W

E. SHAVER ST.

TIMOTHY DR

KARLIE ANN CT

60'

15'

20'

12'

10'

CURB FACE

CURB FACE

PROPERTY

LINE

CAUTION:

EXIST OVERHEAD


CAUTION:

EXIST OVERHEAD


MIRAMAR AVE



EXIST 8" W (ACP) PER

EMWD DWG D-3340



EXIST 8" W PER

EMWD DWG D-25117

EXIST 6" W (ACP) PER

EMWD DWG C-272

60'

15'

15'

3031

3233

34

35

CAUTION:

EXIST OVERHEAD


EXIST 12" W

PER EMWD







BEGIN CONSTRUCTION

STA 30+00.00

CONNECT TO EXIST 8"W (ACP)

12'

8" PVC, C-900, DR 18

POTABLE WATERLINE

12' SOUTH OF CL

30

END CONSTRUCTION

STA 35+47.68

CONNECT TO EXIST 6"W (ACP)

31

PULL JOINTS

PULL JOINTS

STA 34+78±

PULL JOINTS

32

PROPOSED 18" RAW WATERLINE.

SEE SHT C-202

3333

28

REMOVE AND REPLACE EXIST

AC CURB AND CONCRETE

SIDEWALK IN-KIND

CAUTION:

EXIST OVERHEAD


33

REMOVE AND REPLACE EXIST

AC CURB AND CONCRETE

SIDEWALK IN-KIND

REMOVE AND REPLACE

EXIST DRIVEWAY, GUTTER

AND CONCRETE PANELS

IN-KIND. PROTECT EXIST

DRIVEWAY PAVERS.

34

34

U

E

(

S

I

Z

E

U

N

K

N

O

W

N

)

2

"

G

W

S

2

"

G


W

S

W

S

4

"

S

S

4

"

S

S

4

"

S

S

BE

GIN

C

ON

ST

RU

CT

IO

N

ST

A 3

0+

00

.0

0

CG

E

LE

V 1

58

4.8

±

JO

IN

E

XIS

T 8

" W

AT

ER

LIN

E

S=

0.0

101

BE

GIN

C

ON

ST

RU

CT

IO

N

ST

A 3

5+

47

.6

8

CG

E

LE

V 1

59

0.4

±

JO

IN

E

XIS

T 8

" W

AT

ER

LIN

E

32

31

(S

=0.0132)

1" S

ER

VIC

E

33

1" S

ER

VIC

E

33

1" S

ER

VIC

E

33

RESTRAIN JOINTS 20' MIN.

PER EMWD ST B-663

RESTRAIN JOINTS 60'

PER EMWD STD B-663

CONSTRUCTION NOTES


REMOVE AND DISPOSE EXIST TEE AND THRUST BLOCK. CONSTRUCT

CONNECTION TO EXIST ACP PIPE WITH 8" X 6" DI REDUCER (FOT) MJ x MJ

(RESTRAINED) 5' MIN SPOOL OF 6" PCV C-900 AND DI TRANSITION COUPLING.

CONTRACTOR SHALL LOCATE NEAREST JOINT IN ORDER TO CONNECT TO

EXIST ROUGH BARREL END. (SEE NOTE 4)

31

CONSTRUCT CONNECTION TO EXIST 8" ACP STUB. REMOVE

EXIST CONCRETE THRUST BLOCK. CONNECT WITH DI

TRANSITION COUPLING. (SEE NOTE 4)

32

CONSTRUCT 1" METER SERVICE. CONNECT TO EXIST ANGLE METER STOP.33

PLUG EXISTING PIPE WITH CONCRETE (MIN 12" INTO PIPE) AND

ENCASE PIPE END WITH CONCRETE 12" IN ALL DIRECTIONS.

28

ABANDON EXIST VALVE IN THE CLOSED POSITION. INSTALL BLIND FLANGE

OR MJ PLUG BASED ON EXIST VALVE END. REMOVE ONE JOINT OF ACP.

CONSTRUCT THRUST BLOCK PER EMWD STD 407.

34

SECTION: STA 8+00±A

C-201

SCALE: HORIZ 1"=20'

SECTION: STA 12+50±C

C-202

SCALE: HORIZ 1"=20'

SECTION: STA 206+00±D

C-205

SCALE: HORIZ 1"=20'

VERT 1"=4' VERT 1"=4'

VERT 1"=4'

REVISIONS

I.D.

www.tetratech.com

9/6

/2

01

8 9

:5

1:0

6 A

M - P

:\0

95

65

\2

00

-0

95

65

-1

70

01

\C

AD

\S

HE

ET

FIL

ES

\P

HA

SE

1\C

-3

01

-C

RO

SS

SE

CT

IO

NS

.D

WG

- W

OJT

AS

ZE

K, R

US

S

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. OF14

DWG.

24

42


09/2018

09/2018

09/2018

09/2018


CW

BAM

KG

AH



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

SPEC. 1335W

08/31/18

W.O. 414736

414737

414738

SEE ABOVE

SECTION: STA 212+50±E

C-206

SCALE: HORIZ 1"=20'

VERT 1"=4'

C-301

PIPELINE CROSS SECTIONS

AS NOTED

12

AL

ML

MWB

SECTION: STA 2+00±A

C-201

SCALE: HORIZ 1"=20'

VERT 1"=4'

D-55957

10'15' 20'15'

60'

30'30'

8

"

S

S

2

'

S

/

O

C

L

P

R

O

P

1

8

"

R

A

W

1

4

'

N

/

O

C

L

1

2

"

W

8

'

N

/

O

C

L

8

"

W

1

2

'

S

/

O

C

L

2

"

G

1

5

'

S

/

O

C

L

1

2

"

I

R

R

(

A

B

A

N

)

3

5

'

N

/

O

C

L

4

"

W

(

A

B

A

N

)

1

2

'

N

/

O

C

L

(

R

E

M

O

V

E

E

X

I

S

T

I

N

G

P

I

P

E

L

I

N

E

)

10'15' 20'15'

60'

30'30'

1

-

3

"

T

E

L

E

2

"

G

1

7

'

S

/

O

C

L

8

"

S

S

2

'

S

/

O

C

L

P

R

O

P

1

8

"

R

A

W

5

.

5

'

N

/

O

C

L

1

2

"

W

8

'

N

/

O

C

L

4

"

W

1

2

'

N

/

O

C

L

1

2

"

I

R

R

(

A

B

A

N

)

3

5

'

N

/

O

C

L

1

2

"

W

1

8

'

N

/

O

C

L

2

2

'

N

/

O

C

L

3

"

G

1

4

'

N

/

O

C

L

1

4

'

S

/

O

C

L

1

'

X

2

'

E

L

E

C

/

T

E

L

E

3

1

'

S

/

O

C

L

1

8

"

W

8'11' 22'22'

63'

30'33'

1

2

"

W

6

'

S

/

O

C

L

1

0

"

S

S

6

'

N

/

O

C

L

P

R

O

P

1

2

"

R

A

W

1

0

.

5

'

N

/

O

C

L

6

.

3

'

C

11'11' 22'22'

66'

33'33'

1

4

'

S

/

O

C

L

1

'

X

2

'

E

L

E

C

/

T

E

L

E

3

1

'

S

/

O

C

L

1

2

"

W

3

"

G

1

4

'

N

/

O

C

L

1

'

X

2

'

E

L

E

C

/

T

E

L

E

2

8

'

N

/

O

C

L

8

"

S

S

6

'

N

/

O

C

L

1

7

'

±

C

P

R

O

P

1

2

"

R

A

W

6

'

S

/

O

C

L

15'15' 15'15'

60'

30'30'

8

"

S

S

2

'

S

/

O

C

L

P

R

O

P

1

8

"

R

A

W

6

2

'

S

/

O

C

L

1

2

"

W

8

'

N

/

O

C

L

8

"

W

1

2

'

S

/

O

C

L

2

"

G

1

5

'

S

/

O

C

L

4

"

W

(

A

B

A

N

)

1

2

'

N

/

O

C

L

5'

CONC

WALK

5'

CONC

WALK

P

O

W

E

R

P

O

L

E

5

'

S

/

O

C

U

R

B

P

O

W

E

R

P

O

L

E

5

'

N

/

O

C

U

R

B

REVISIONS

I.D.

www.tetratech.com

9/6

/2

01

8 9

:5

1:1

6 A

M - P

:\0

95

65

\2

00

-0

95

65

-1

70

01

\C

AD

\S

HE

ET

FIL

ES

\P

HA

SE

1\D

-1

01

-C

ON

NE

CT

IO

ND

ET

AIL

S.D

WG

- W

OJT

AS

ZE

K, R

US

S

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. OF14

DWG.

24

42


09/2018

09/2018

09/2018

09/2018


CW

BAM

KG

AH



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

SPEC. 1335W

08/31/18

W.O. 414736

414737

414738

SEE ABOVE

D-101

CONNECTION DETAILS

AS NOTED

13

AL

ML

MWB

CONNECTION TO WELL 90 BLOW-OFF PIPELINE

WELL 203 BLOW-OFF (STA. 219+47.0±)3

C-206

SCALE: 1"-5'-0"

STUB OUT OF 18" 201 PIPELINE AND HOT TAP CONNECTION

TO EXISTING 18" RAW WATER PIPELINE (STA. 33+32.50±)1

C-203

SCALE: 1"=5'-0"

NOT USED4

_

SCALE: 1"-5'-0"

HOT TAP CONNECTION TO EXISTING 18" BLOW-OFF PIPELINE

WELL 202 BLOW-OFF (STA 100+92.5±)2

C-204

SCALE: 1"=5'-0"

N

N

N

D-55958

18''R

AW

18''R

AW

18''R

AW

18''R

AW

12" PVC, C-900, DR 18

RAW WATERLINE

95' SOUTH OF 7TH ST CL

CONSTRUCT 18" X 12" TAPPING

SLEEVE, AND 12" RSGV TAPPING

VALVE (FLG X RESTRAINED MJ)

PER EMWD STD DWG B-255.

HOT TAP BY EMWD

EXIST 18" C-905 PVC

FO

R C

ON

TIN

UA

TIO

N

SE

E S

HE

ET

C

-203

CONSTRUCT 12" RSGV (FLG X MJ,

RESTRAINED) PER EMWD STD B-255

CONSTRUCT 18" MJ CAP (RESTRAINED)

10'

CONSTRUCT 18" X

12" DI TEE (FLG )

E. 7TH ST

CONSTRUCT RESTRAINED

FLANGE COUPLING ADAPTER

CONSTRUCT 18" BUTTERFLY VALVE

(FLG X MJ) PER EMWD STD DWG B-255

8''SS8''SS8''SS8''SS8''SS8''SS

18''RAW 18''RAW 18''RAW 18''RAW 18''RAW 18''RAW 18''RAW

UT UT UT UT UT UT UT

FO

R C

ON

TIN

UA

TIO

N

SE

E S

HE

ET

C

-2

04

12

" R

AW

EXISTING 18" C-905 PVC

12" PVC, C-900, DR18

RAW WATERLINE

150' EAST OF DONNA WAY CL

E. 7TH ST

CONSTRUCT 18" X 12" TAPPING

SLEEVE, AND 12" RSGV TAPPING

VALVE (FLG X RESTRAINED MJ)


12''RAW12''RAW

3''G3''G

3''G3''G

3''G3''G

2''G

2''G

8''SS8''SS

8''SS8''SS

8''W

8''S

S

8''S

S

12''W12''W

12''W12''W

12''W12''W

12''R

AW



CONSTRUCT 12" RSGV

(FLG X MJ, RESTRAINED)


V

IL

L

IN

E

S

A

V

E

.

CONSTRUCT

RESTRAINED MJ SLEEVE

CONSTRUCT 12" RSGV (FLG X MJ, RESTRAINED)


CONSTRUCT

RESTRAINED MJ SLEEVE

CONSTRUCT 12" C-900 PVC

CONSTRUCT 12" C-900 PVC

FOR CONTINUATION

SEE SHEET C-206

REMOVE 45° BENDS


EXISTING 12" PVC AS REQUIRED

REMOVE 45° BENDS AND


EXISTING 12" PVC AS REQUIRED

12" RAW

E. EVANS ST.

CONSTRUCT 12" DI TEE

(FLG X MJ, RESTRAINED)

9'± REMOVE AND DISPOSE


1

2

"

R

A

W

REVISIONS

I.D.

www.tetratech.com

9/6

/2

01

8 9

:5

1:3

1 A

M - P

:\0

95

65

\2

00

-0

95

65

-1

70

01

\C

AD

\S

HE

ET

FIL

ES

\P

HA

SE

1\D

-1

02

-M

IS

CE

LL

AN

EO

US

DE

TA

IL

S.D

WG

- W

OJT

AS

ZE

K, R

US

S

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. OF14

DWG.

24

42


09/2018

09/2018

09/2018

09/2018


CW

BAM

KG

AH



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

SPEC. 1335W

08/31/18

W.O. 414736

414737

414738

SEE ABOVE

D-102

MISCELLANEOUS DETAILS

1" = 40'

14

AL

ML

MWB

TYPICAL STUB-UP DETAIL1

_

SCALE: NTS

NOT USED2

_

SCALE: NTS

CONCRETE ENCASEMENT4

_

SCALE: NTS

TYPICAL SEWER

LATERAL RELOCATION3

_

SCALE: NTS

CONTROL DENSITY FILL DETAIL5

_

SCALE: NTS

WATERLINE EXTENSION ON OLD 2ND ST 6

_

SCALE: 1" = 10'

N

NIC

D-55959

CONSTRUCT 12" BLIND FLANGE,

1" TAP, 1" SS NIPPLE AND 1"

BALL VALVE WITH HANDLE

CONSTRUCT

12" DI PIPE

CONSTRUCT 12" 90°

DI BEND (FLG x FLG)

12"

CONSTRUCT 18"x12"

DI ECCENTRIC REDUCER

(FLG x FLG)

CONSTRUCT 18"

FLANGED COUPLING ADAPTER

(RESTRAINED)

18" C-900 PVC

CONSTRUCT 12"

BLIND FLANGE

CONSTRUCT

12" DI PIPE

CONSTRUCT 12" 90°

DI BEND (FLG x FLG)

12"

12" C-900 PVC

WELL 201

WELL 202, 203 AND 205

CONSTRUCT 12"

FLANGED COUPLING ADAPTER

(RESTRAINED)

ENCASEMENT SHALL BE PLACED AGAINST UNDISTURBED NATURAL GROUND OR FILL

COMPACTED TO 90% RELATIVE DENSITY

7"

MIN

(TYP)

NOTES:

1.

3"

TY

P

WHERE CONCRETE ENCASEMENT IS TO BE USED FOR THRUST RESTRAINT (AS

CALLED FOR ON THE PLANS), ENCASEMENT THICKNESS SHALL BE 12" MIN. FROM

PIPE O.D.

2.

CONCRETE ENCASEMENT SHALL BE POURED AGAINST UNDISTURBED SOIL OR

1-SACK SLURRY WHERE USED FOR THRUST RESTRAINT AS CALLED ON PLANS.

3.

3"

TYP

CLASS 560-C-3250

CONCRETE

#4 @ 18" OC TYP

4-4" CONT

PIPE BELL OR FLANGED OD

3/4" PREMOLDED EXPANSION JOINT

FILLER TO BE USED WHEN ENCASEMENT

IS PLACED ON EXISTING SUBSTRUCTURE

LENGTH AS REQ'D. SLURRY

BACKFILL TRENCH (100-E-100)

CL. 350 D.I.P. - NO JOINTS

6"

GRAVEL & CRUSHED ROCK

CLE

AR

8" 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

WM

WM

8''W8''W

4''W (ABAN)

O

E

O

E

O

E

2''G

2''G

2''G

8''SS

CONSTRUCT 6" C-900 WATERLINE (APPROX 70 LF).

BACKFILL PER EMWD STD DWG B-286B. REPAIR

PAVEMENT PER DTL 2 ON SHT D-102, AS REQUIRED.

OLD 2ND STREET

CONSTRUCT 6" BLOW-OFF ASSEMBLY


CAUTION:

EXIST OVERHEAD

ELECTRICAL

4' MIN

CONSTRUCT MJ SLEEVE

(RESTRAINED)

10' 40'±

20'

10'±

PROPERTY LINE

CONSTRUCT 6" 90° DI BEND

(MJ X MJ, RESTRAINED)


PROTECT IN PLACE

EXIST CHAIN LINK GATE

CONSTRUCT 8" X 6" DI TEE

(FLG X FLG) WITH 8" RSGV

(FLG X MJ, RESTRAINED),

8" X 6" DI ECCENTRIC REDUCER (FLG X FLG)

AND TWO 6" RSGV (FLG X MJ, RESTRAINED)



EXIST BARRICADE PER

COUNTY OF RIVERSIDE

STANDARD NO. 810

EXIST FIRE HYDRANT

EXIST 6" WREMOVE EXIST VALVES

CAUTION:

EXIST OVERHEAD

ELECTRICAL

EXIST 8"W

g-002 - emwd

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