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Water~ :

Standard Sewer Drawings January

2019

1920 North Iris Lane Escondido, CA 92026

Phone (760) 7 45-5522 Facsimile (760) 7 45-4235 www.rinconwater.org

RINCON DEL DIABLO MUNICIPAL

WATER DISTRICT

STANDARD DRAWINGS

January 2019

RINCON DEL DIABLO MUNICIPAL WATER DISTRICT

1920 NORTH IRIS LANE ESCONDIDO, CALIFORNIA 92026

PHONE (760) 745-5522 FAX (760) 745-4235

Rincon del Diablo Municipal

Water District

Sewer Standard Drawings

CONTENTS

Part I. Sewer Construction Notes

Part II. Approved Materials List

Part Ill. Improvement Plan Signature Blocks and Certificate

Part IV. Standard Drawings - Sewer


PART I. Sewer Construction Notes

SEWER NOTES:

1. CONTRACTOR SHALL FURNISH AND INSTALL ALL FACILITIES IN ACCORDANCE WITH RINCON DEL DIABLO MUNICIPAL WATER DISTRICT (DISTRICT) WATER SYSTEM FACILITY REQUIREMENTS, STANDARD SPECIFICATIONS AND STANDARD DRAWINGS. RDDMWD STANDARD SPECIFICATIONS AND STANDARD DRAWINGS ARE AVAILABLE AT THE DISTRICT OFFICE. CONTRACTOR SHALL BE IN POSSESSION OF DISTRICT'S SPECIFICATIONS AND STANDARD DRAWINGS ON THE JOB SITE AT ALL TIMES.

2. ALL PERMITS REQUIRED BY LAW SHALL BE ACQUIRED BY THE APPLICANT OR THEIR CONTRACTOR AND ARE MADE PART OF THE SPECIFICATIONS.

3. THE DRAWINGS AND DATA HEREON ARE HEREBY MADE PART OF THE SPECIFICATIONS.

4. REVISIONS WILL NOT BE MADE TO THESE PLANS WITHOUT THE APPROVAL OF DISTRICT.

5. APPROVAL OF THESE PLANS BY DISTRICT DOES NOT CONSTITUTE A REPRESENTATION OF THE ACCURACY OF THE LOCATION OR EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF WORK.

6. CONTRACTOR SHALL NOTIFY THE RDDMWD ONE WEEK PRIOR TO STARTING CONSTRUCTION.

7. THE DISTRICT INSPECTOR SHALL BE FURNISHED TWO SETS OF PROJECT DRAWINGS.

8. THE CONTRACTOR SHALL CONFORM TO CURRENT CAL OSHA SAFETY REQUIREMENTS.

9. THE CONTRACTOR SHALL SUBMIT TO THE DISTRICT A SOILS REPORT BY A QUALIFIED GEOTECHNICAL ENGINEER WHICH CERTIFIES THAT ALL TRENCH BACKFILL WAS COMPACTED AS DIRECTED BY THE SOILS ENGINEER IN ACCORDANCE WITH PROJECT SPECIFICATIONS AND DISTRICT SPECIFICATIONS.

10. EACH LOT SHALL BE SERVICED WITH A FOUR (4)-INCH SEWER LATERAL SET AT A MINIMUM GRADE OF 2.0% WITH A MINIMUM INVERT DEPTH OF 5.0 FEET BELOW THE BOTTOM OF THE CURB AT THE PROPERTY LINE, UNLESS OTHERWISE APPROVED BY THE DISTRICT.

11. ALL LATERALS SHALL BE LOCATED AS SHOWN ON THE DRAWINGS, ADJUSTED UNDER DISTRICT INSPECTION TO CLEAR DRIVEWAYS AND OTHER IMPROVEMENTS. LATERALS SHALL BE FOUR (4)-INCH MINIMUM DIAMETER UNLESS OTHERWISE NOTED ON THE DRAWINGS. ALL LATERALS SHALL HAVE A CLEAN OUT IN ACCORDANCE WITH STANDARD DRAWINGS NO. S-9 AND S-30. LATERALS SHALL BE INSTALLED IN ACCORDANCE WITH DISTRICT STANDARD DRAWING NOS. S-4, S-5, S-6, AND S-7.

12. JOB-MIXING OF CONCRETE IS NOT PERMITTED.

13. ALL CONCRETE TESTING REQUIRED BY THE DISTRICT WILL BE AT THE EXPENSE OF THE CONTRACTOR.

14. THE CONTRACTOR SHALL SECURE APPROVAL FROM THE DISTRICT INSPECTOR PRIOR TO BACKFILLING OVER ANY SEWER PIPE OR WYE.

15. ALL SEWER LATERALS AND MAINS SHALL BE TESTED BY "AIR TEST METHOD" AFTER CONSTRUCTION AS SPECIFIED IN THE DISTRICT SPECIFICATIONS.

16. ALL ACCESS HOLES (MAN HOLES) SHALL BE TESTED BY "VACUUM TESTS" AS SPECIFIED IN THE DISTRICT STANDARD SPECIFICATIONS.

17. CONTRACTOR SHALL PROVIDE WRITTEN NOTIFICATION REQUESTING A SYSTEM SHUTDOWN FOR CONNECTIONS TO EXISTING SYSTEM. SAID NOTIFICATION SHALL BE OF THREE WEEKS PRIOR TO SAID SHUTDOWN TO THE DISTRICT ENGINEER.

18. CONTRACTOR SHALL DESIGNATE A QUALIFIED SUPERINTENDENT WITH FULL AUTHORITY TO ACT ON BEHALF OF THE CONTRACTOR. SAID SUPERINTENDENT SHALL BE ON THE JOB SITE AT ALL TIMES.

19. CONTRACTOR SHALL PERFORM ALL WORK UNDER SAN DIEGO COUNTY ROAD DEPARTMENT AND/OR CITY OF ESCONDIDO JURISDICTION IN ACCORDANCE WITH ALL REQUIREMENTS OF SAID DEPARTMENT INCLUDING TRAFFIC CONTROL, PAVEMENT REMOVAL, TEMPORARY PAVEMENT (INCLUDING BASE MATERIAL) AND TEMPORARY AND PERMANENT TRAFFIC STRIPPING.

20. ALL MATERIALS, TESTING, AND INSPECTION OF THE SEWER SHALL BE IN CONFORMITY WITH THE REQUIREMENTS OF THE DISTRICT, SAN DIEGO COUNTY AND/OR CITY OF ESCONDIDO STANDARDS. FAILURE TO MEET ANY REQUIREMENTS OF THE ABOVE REFERENCED AGENCIES WILL BE CAUSE FOR REJECTION.

21. SEWER SHALL BE ___ -INCH PVC (SOR 35) OR ___ -INCH PVC C900 OR C905 (REQUIRED FOR SEWER DEPTH>15-FEET) IN ACCORDANCE WITH DISTRICT SPECIFICATIONS AND STANDARDS.

22. FORCE MAINS SHALL BE ___ -INCH PVC IN ACCORDANCE WITH DISTRICT SPECIFICATIONS AND STANDARDS (PROVIDE FORCE MAIN DIAMETER, C900 OR C905, AND PIPE CLASS 200 OR GREATER).

23. STANDARD MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH DISTRICT STANDARD DRAWING NO. S-12. TERMINUS TYPE MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH DISTRICT STANDARD DRAWING NO. S-13.

24. STANDARD MANHOLE COVERS SHALL BE CONSTRUCTED IN ACCORDANCE WITH DISTRICT STANDARD DRAWING NO. S-14 ANDS-15. IN UPAVED AREAS LOCKING TYPE MANHOLE COVERS SHALL BE CONSTRUCTED IN ACCORDANCE WITH DISTRICT STANDARD DRAWING NO. S-17.

25. SEWER BEDDING, BACKFILL, CAPS, AND ENCASEMENT, CAPS SHALL BE IN ACCORDANCE WITH DISTRICT STANDARD DRAWING NO. S-1, S-2, AND S-3.

26. CONTRACTOR SHALL PROVIDE AND BEAR THE TOTAL COST OF CLOSED CIRCUIT VIDEO INSPECTION OF ALL NEW INSTALLED PIPELINES UNLESS OTHERWISE DIRECTED BY THE DISTRICT INSPECTOR.

27. PRIOR TO POURING OF MANHOLE BASE, CONTRACTOR SHALL INSTALL A MANHOLE ADAPTER MADE BY GPK PRODUCTS, INC FOR ALL INLET(S) AND OUTLET AT THE PROPER GRADE AND DIRECTION.

28. EACH MANHOLE SHALL BE VACUUM TESTED IMMEDIATELY AFTER ASSEMBLY AND PRIOR TO BACKFILLING BY THE CONTRACTOR. AFTER THE CONTRACTOR COMPLETES BACKFILLING AND PRIOR TO ACCEPTANCE BY THE DISTRICT, EACH MANHOLE SHALL BE RETESTED IN THE PRESENCE OF THE DISTRICT INSPECTOR.

29. NO GROUT SHALL BE PLACED IN THE HORIZONTAL JOINTS BEFORE TESTING.

30. A VACUUM OF 10 INCHES OF MERCURY SHALL BE DRAWN AND THE PUMP SHUT OFF. WITH ALL VALVES CLOSED, THE MANHOLE SHALL HOLD 10 INCHES OF MERCURY FOR 60 SECONDS.

31. IF THE MANHOLE FAILS THE INITIAL TEST, NECESSARY REPAIRS SHALL BE MADE WITH A NON-SHRINK GROUT TO THE OUTSIDE WHILE THE VACUUM IS STILL BEING DRAWN. RETESTING SHALL PROCEED UNTIL A SATISFACTORY TEST IS OBTAINED.

32. MANHOLE DIAMETERS SHALL BE 48-INCH FOR SEWER DIAMETER 24-INCH AND SMALLER, AND 60-INCH FOR SEWER PIPE DIAMETER 27-INCH AND LARGER AND FOR ALL MANHOLES WITH A DEPTH OF 12-FEET OR MORE. 36-INCH CONE SHALL BE USED WITH A 60-INCH MANHOLE.

33. FOR 1) ALL NEW MANHOLES ON SEWER DIAMETERS 15-INCHES OR GREATER 2) ALL NEW MANHOLES WHERE UPSTREAM SEWER SLOPE IS 5% OR GREATER 3) ALL MANHOLES WITHIN 1000 FEET OF A FORCEMAIN DISCHARGE AND 4) EXISTING MANHOLES WITH NEW CONNECTIONS SHALL BE PROVIDED WITH INTEGRALLY LOCKING PVC OR POLYURETHANE PROTECTIVE LINING SYSTEM PER SECTION 500-2 OF THE GREENBOOK.


PART II. Approved Materials List

Items

CASING, END SEAL

CASING, SP ACER

Description

1/4" Thick Styrene Butadiene Rubber Sheet End Seal. Use 1" Wide Stainless Steel Bands. Zippered End Seals with Stainless Steel Bands may also be used.

Polyethylene Casing Spacer Center Restrained Position Type with PVC Liner and Non-Metallic Anti- Friction Runners

DAMP-PROOFING Coating Systems used on the Exterior Surface of Manholes at and below Water Table

FLOWMETER Magnetic Flowmeter

LINER SYSTEM PVC T -Shaped Liner System for Lining of Precast Manholes and Concrete Sewer Pipe

MANHOLE, FRAME & COVER 24" Nominal Diameter Cast Iron frame and Covers per ASTM A48, Class 30, with Machined Seats.

MANHOLE, FRAME & COVER 36" Nominal Diameter Cast Iron frame and Covers per ASTM A48, Class 30, with Machined Seats.

MANHOLE, PIPE CONNECTOR Rubber O-Ring Type Gasket for Pipe to Manhole Connection for Cast-In-Place Manholes and Cemented-In-Place Connections (for existing manholes)

MANHOLE, PRECAST CON

MANHOLE, T-LOCK LINED PRECAST CONCRETE

PIPE, PVC

PIPE, PVC

SADDLE

Access Manholes for Sewer Mains ( Grade Rings, Cones, Risers, and Bases) designed for H-20 Highway Loading

PVC lined cones and riser for manholes

4" through 18" ASTM D 3034, SDR 35 Sewer Pipe

21" through 54" ASTM D-1784

4" and 6" Wye and Tee Connections for Sewer Line Installations

Manufacturer

Advance Products & Systems Cascade Water Works Calpico Powerseal Raychem

Advance Products & Systems,Inc (APS) Cascade Water Works Powerseal Pipeline Seal & Insulator, Inc. (PSI)

Kop-Coat, B itumastic Super Service Black

Sparling Tigermag Krohne Enviromag

Ameron

Alhambra Foundry A-1254

Alhambra Foundty A-1325

GPK Products, Inc.

B&W Precast Mar-Con Products Jens en Precast JR Concrete

B&W Precast Mar-Con Products

J ohns-Mansville Diamond Plastics Pacific Western pipe Ipex Vinyltech

Submittal Required

Certainteed Inserta Tee J&M Pipe

VAL VE, AIR RELEASE

VALVE, BACKWATER

WARNING/IDENTIFICATION TAPE

Pressure Air Release and Vacuum Valve, Designed for Sewer Use

4" Extendable ABS Valve

Warning/identification Tape 6" Wide, Colored Green, with Continuous Warning "CAUTION: SEWER LINE BURIED BELOW"

AR.I.

Clean Check, Inc.

Calpico Type 1 Line-Tee Type B Thor, Elast Tee


PART Ill. Improvement Plan Signature Blocks and Certificate

Rincon del Diablo Municipal Water District APPROVED FOR CONSTRUCTION:

General Manager Date

Engineering Date

SEWER SYSTEM CERT/FICA TION I certify that the design of the sewer system in ____________ is in Accordance with the sewer system requirements of the Rincon del Diablo Municipal Water District and that the District has programmed adequate capacity to treat the waste from the proposed project.

General Manager Date


PART IV. Standard Drawings - Sewer

Rincon del Diablo Municipal Water District

Standard Drawings - Sewer

TABLE OF CONTENTS

Description Pipe Zone Bedding & Trench Backfill Concrete Caps and Encasement Sewer Connection at Concrete Encasement Sewer Lateral Normal Cut Sewer Lateral Deep Cut Sewer Lateral VCP Saddle Connection Sewer Lateral Plastic Pipe Saddle Connection Connecting Dissimilar Sewer Pipes Residential Cleanout Sewer Chimney Lateral Sewer Tree Lateral & Cleanouts Pre-Cast Reinforced Eccentric Concrete Manhole Terminus Manhole with House Laterals Manhole Cover and Frame - Standard and Watertight Manhole Cover and Frame - Two Covers Paving Detail Around Manholes Manhole Cover and Frame - Locking Type Sewer Clean-Out 36" I.D. Sampling Manhole Drop Manhole NOT APPLICABLE NOT APPLICABLE Pipe Casing Sewer Main Sewer Main Crossing Existing Water Sand/or Oil Separator Sampling Box #1 (Industrial) Sampling Box #2 (Commercial) Grease Interceptor Typical Backflow Valve Assembly & Detail Standard Clean-Out Cover

Drawing Number S-1 S-2 S-3 S-4 S-5 S-6 S-7 S-8 S-9 S-10 S-11 S-12 S-13 S-14 S-15 S-16 S-17 S-18 S-19 S-20 S-21 S-22 S-23 S-24 S-25 S-26 S-27 S-28 S-29 S-30

UNSURFACED CONDITION (TYPICAL ALL PIPE TYPES)

RESURFACING-PER EXISTING (TYPICAL ALL PIPE TYPES)

BASE MA TERI AL CLASS 2 AB, 95% RELATIVE DENSITY

2" METAL LOCATOR TAPE 12" ABOVE SEWER FORCEMAIN

2" METAL LOCATER TAPE 12" ABOVE SEWER FORCEMAIN

(/) w ~ SUBGRADE-95% :;: RELATIVE DENSITY

= z N..-- ~

BACKFILL-90% RELATIVE DENSITY

AA----SELECT FILL 90% RELATIVE DENSITY ----,-

~ Cl

-.;t

ci' * ~77:n'7<::7T"t'----'-7"7:?'7".7'v":l"""""'-.:::---~·

BEDDING MA TERI AL CLASS C CLASS B

(/) w ~ <(

>

= z N..--~

"<;!

'* ,-.--'--T-,:;i'-Trd"..r:--'"'-f'"··-· --·r--__ ____._,Cl

(8" TO 15" UP (UP TO 20' * 4" MIN. TO 811

MAX. TO 15' COVER) ANY SIZE) BENEATH PIPE OR 1" MIN.

GREATER THAN 20' REQUIRES CONCRETE ENCASEMENT NO. 2, PER S-2

BELOW BELL, WHICHEVER IS GREATER

STANDARD INSTALLATION VCP PIPE

NOTES:

STANDARD INSTALLATION PVC PIPE

1. BEDDING MATERIAL SHALL CONSIST OF SAND, GRAVEL, CRUSHED AGGREGATE OR NATIVE FREE-DRAINING GRANULAR MATERIAL HAVING A SAND EQUIVALENT OF NOT LESS THAN 30 OR HAVING A PERMEABILITY GREATER THAN 35mm PER HOUR (1.4IN/HR), OR MATERIAL APPROVED BY THE ENGINEER.

2. BACKFILL MATERIAL MAY CONSIST OF NATIVE EXCAVATED SOIL PROVIDED THAT ALL ORGANIC MATERIAL, RUBBISH, DEBRIS AND OTHER OBJECTIONABLE MATERIALS ARE FIRST REMOVED. ROCKS GREATER THAN SIX (6) INCHES IN DIAMETER ARE NOT PERMITTED.

3. BACKFILL SHALL BE PLACED IN LIFTS NO GREATER THAN ONE (1) FEET THICK EXCEPT IN THE TOP ONE (1) FOOT OF TRENCH WHERE THE MAXIMUM LIFT THICKNESS IS SIX (6) INCHES.

4. BACKFILL AND BEDDING MATERIAL SHALL BE MECHANICALLY DENSIFIED WITH VIBRATORY EQUIPMENT TO A MINIMUM RELATIVE COMPACTION OF 90% PER ASTM 1557. WATER DENSIFICATION OF BACKFILL IS NOT ALLOWED (NO FLOODING) AND ROLLING EQUIPMENT SHALL NOT BE USED TO DENSIFY SOIL WITHIN 18 INCHES OF THE TOP OF PIPE.

5. IN PVC PIPE APPLICATIONS, C900 PVC PIPE SHALL BE USED WHEN TRENCH DEPTH EXCEEDS 15 FEET. THE MAXIMUM ALLOWABLE TRENCH DEPTH IS 20 FEET, UNLESS OTHERWISE APPROVED BY THE DISTRICT ENGINEER.

6. WHEN FIRM TRENCH BASE IS NOT ENCOUNTERED DUE TO SOFT, SPONGY OR OTHERWISE UNSUITABLE MATERIAL WITH LESS THEN 85% RELATIVE COMPACTION, UNSUITABLE MATERIAL SHALL BE REMOVED TO THE LIMITS DIRECTED BY THE DISTRICT, AND RESULTING EXCAVATION SHALL BE BACKFILLED WITH 3/4" CRUSHED ROCK UNTIL FIRM SUBGRADE IS FORMED.

REVISION DA1E BY DESCRIPTION 1-----1-----4---1-------------1 APPROVED -----

STANDARD DRAWINGS DWG. NO.

GENERAL MANAGER

DISlRICT ENGINEER

Rincon o'!:~~ Water~ , •

PIPE ZONE BEDDING & TRENCH BACKFILL S-1

DIMEN- PIPE I.D.

SIONS 6" 8" 10" 12" 14" 16"

"A" 6" 6" 6" 6" 6" 6"

HB" 6" 6" 6" 6" 6" 6"

18" 21" 24" 27"

6" 6" 6" 7"

6" 6" 6" 7"

30"

8" 3" MIN.

8"

t- D+12" MIN. -j

TRENCH WALL

STEEL="P" MIN.=0.4% CONT. AS SHOWN, C-C DIST.j'D"

D/4 (6" MIN.)

"B" MIN. "B" MIN. 3" MIN. D/2

3" CLEAR TYP.

CONCRETE

CONCRETE

"A" MIN.

12" LAP

--#4 TIES "B" MIN.

CLEAR TYP.

#5 CONT. AS SHOWN

EARTH

CONCRETE ENCASEMENT NO. 1

"B" MIN. "B" MIN.

t

D/8 (4" MIN.)

D/2

~~2~~~~~i~~~~;;~~~~~~~~~~~ ~ Ml~

REINFORCED CONCRETE CAP CLASS "AA"

AC PAVEMENT

#5 REBARS @

12" ON CENTER EACH WAY

2"CUSHION OF DG ~

TRENCH WALL

"A" MIN.

2 1/2" CLEAR

3" CLASS B CONCRETE SLAB

1'-0" INTO UNDISTURBED SOIL------'

SELECT BACKFILL COMPACTED

1- -71-TTT

1 /2" WELL GRADED CRUSHED ROCK

D/8 (4" MIN.)

CONCRETE ENCASEMENT NO. 2 NOTES: 1. CONCRETE ENCASEMENT AND CAPS SHALL BE INSTALLED AS REQUIRED

BY THE SPECIFICATIONS OR AS DIRECTED BY THE ENGINEER.

2. ALL CONCRETE SHALL BE CLASS 560-C-3250 CONCRETE

3. USE CONCRETE ENCASEMENT N0.2 UNLESS OTHERWISE APPROVED BY THE THE ENGINEER OR SHOWN ON THE CONTRACT DRAWINGS

4. BASED ON 1.25 FACTOR OF SAFETY REFER N.C.P.I. MANUAL, SOIL Wf. 130 LB/CU. FT DEPTHS OVER 30' MAY BE CALCULATED FROM MARSTON'S FORMULA. X DENOTES DISTANCE AT WHICH TRENCH WIDTH MAY BE INCREASE WITHOUT ADDING TO THE WEIGHT ON THE PIPE.

5. •p•=RATIO OF AREA OF STEEL TO AREA OF CONCRETE PER LINEAR FOOT (D/4 OR 4•x12• CONCRETE AREA.).

REVISION DAlE BY DESCRIPTION APPROVED -----1-----+-----+----------t

GENERAL MANAGER

DISlRICT ENGINEER

BOTTOM OF PIPE TO BE PROTECTED

CONCRETE CAP-CLASS "A"

6. CONCRETE CAN BE POURED AGAINST TRENCH WALL, (OPTIONAL)

7. BEDDING CONDITIONS ARE AS FOLLOWS:

A. BEDDING CLASS SHALL EQUAL OR EXCEED THAT GIVEN IN THE APPLICABLE TABLES PER STANDARD DRAWING S-1 .

B. CLASS •A• SHALL BE USED FOR SEWERS WHEREVER DEPTH OF COVER IS LESS THAN 4'.

C. CONSOLIDATED BACKFILL BEDDING BY FLOODING IS NOT PERMITTED D. DEPTHS OF COVER GREATER THAN 20' REQUIRE A SOIL INVESTIGA TlON AND

ANALYSIS BY THE ENGINEER.

8. TWO APPROVED FLEXIBLE COUPLINGS SHALL BE USED AT EACH END OF SEWER PIPE ENCASEMENTS PURSUANT TO STANDARD DRAWING S-3

Rincon 0~6

Water~ _. •

STANDARD DRAWINGS

CONCRETE CAPS AND ENCASEMENT

DWG. NO.

S-2

FLEXIBLE COUPLING

12" MAX.

w

IMMEDIATELY ADJACENT TO ~ CONCRETE ENCASEMENT

12" MAX.

FORMED ENDS CONCRETE ENCASEMENT PER S-2

FORMED ENDS

REVISION DAlE BY DESCRIPllON

1----+---+-+-----------1

NOTES:

1. TWO FLEXIBLE COUPLINGS AS SHOWN, 8O1H SIDES.

2. SUBMIT ROMAC, DRESSER, FORD OR EQUAL SEWER COUPLING WITH 316 SS HARDWARE FOR REVIEW AND APPROVAL COUPLING SHALL BE PROVIDED WITH EPOXY COATING AND SHALL BE INSTALLED WITH WAX TAPE WRAP.

APPROVED ----- STANDARD DRAWINGS

GENERAL MANAGER

Rincon D~~ Water~ , .. SEWER CONNECTION AT

CONCRETE ENCASEMENT DISlRICT ENGINEER

DWG. NO.

S-3

VARIABLE

STD. WYE, OR TEE

RINCON MAINT<? • I

VARIABLE

EXISTING OR PROPOSED WATER MAIN OR GAS MAIN

~ CUSTOMER MAINT.

NOTES: 1. SEWER LATERALS SHALL HAVE MINIMUM SLOPE OF

_ PROPERTY 2% EXCEPT AS OTHERWISE SPECIFICALL y NOTED ON THE PLANS.

I CLEANOUT SEE S g 2. PLUGS SHALL BE CEMENTED IN WITH CEMENT

- MORTAR, OR SHALL BE NEOPRENE STOPPER OR APPROVED EQUAL.

STD. PLUG

3. IN NO CASE SHALL A LATERAL CONNECT TO THE SEWER MAIN DIRECTLY ON TOP OF THE PIPE.

4. WHERE A STANDARD SADDLED TEE IS ADDED, IT SHALL BE SURROUNDED WITH 4" OF CLASS "A" PORTLAND CEMENT CONCRETE IN ACCORDANCE WITH STD. DWG. S-6 & S-7.

STD. "CUT IN" CONNECTION AS APPROVED

5. LATERALS SHALL END AT THE PROPERTY LINE, UNLESS OTHERWISE NOTED ON THE PLANS.

PLACE 2" X 4" (MIN.) MARKER AT END OF PLAN

1-1 /2" LETTER "S" MARKED IN FACE OF CURB

PROPERTY CLEANOUT SEE S-9

EACH LAT~TL

SURFACE OF STREET

4" MIN. TO 12' MAX. (SEE DWG S-5 WHERE HEIGHT IS OVER 12')

AL TERNA TE ELEVATION

~

EXISTING OR ~ I PROPOSED ~ WATER MAIN (PER OHS) OR GAS

REVISION DAlE BY DESCRIPTION

1---+---+--+----------1

ANGLE VARIABLE (MAX. 45")

ELEVATION

MIN. SLOPE UP 2% SEE NOTE 1

PIPE BEDDING OF 3/4" CRUSHED ROCK (1" BELOW BELL)

* WHERE UTILITY TRENCH IS PROPOSED BACK OF CURB SEWER LATERAL SHALL HAVE 5' -0" COVER BELOW CURB GRADE AT PROPERTY LINE.

lO I

t0

I( PROPERTY LINE

NOTES CONT.: 6. UNLESS WAIVED BY THE ENGINEER, 2" WIDE

METALLIC DETECTABLE LOCATOR TAPE SHALL BE PLACED WITH EACH LATERAL APPROX. 6 INCHES ABOVE THE PIPE, BUT NOT GREATER THAN 6 FEET DEEP.

7. WHERE SEWER LATERAL CROSSES ABOVE AN EXISTING OR PROPOSED WATER MAIN, USE D.I. PIPE (4" CL 51/ 4" CL 80) WITH HOT DIP BITUMINOUS COATING 10' EACH SIDE OF WATER MAIN.

8. MINIMUM 10'-0" SEPARATION BETWEEN SEWER LATERAL AND WATER SERVICE

9. MINIMUM 3'-6" SEPARATION BETWEEN SEWER LATERALS AT MAIN

MIN. SLOPE UP 2% SEE

APPROVED -----

GENERAL MANAGER

DISTRICT ENGINEER

NOTE J..

\_ BENDS AS REQUIRED TO SUIT FIELD CONDITIONS

STANDARD DRAWINGS

Rincon o~ ..

VARIABLE SEE DWG S-5 WHERE 12' OR HIGHER

DWG. NO.

Water~ ! SEWER LATERAL NORMAL CUT S-4

REVISION DAlE BY

SURFACE OF STREET ~

t .. . EXISTING OR PROPOSED WATER MAIN OR GAS MAIN (PER DHS)

SEWER MAIN

VARIABLE LENGTH

TRENC WIDTH

TRENCH WIDTH

PLAN

DESCRIPTION

z ~

io MIN.

2-45" BEND

THE VERTICAL PIPE SHALL BE BRACED WHILE BACKFILLING TRENCH

560-C-3250 CONCRETE BASE

STANDARD WYE, TEE, OR WYE SADDLE STANDARD CUT IN CONNECTION AS APPROVED.

APPROVED -----1----+---+---+----------t Rincon nt~~ Water~ ! GENERAL MANAGER

DISlRICT ENGINEER

,. .. ~ 0 z w w (/)

SLOPE 2%

VARIES, 12' MIN. OR AS DIRECTED BY DISTRICT. WHEN THIS DISTANCE IS 12' OR OVER USE DEEP CUT LATERAL CONNECTION AS SHOWN HEREON, UNLESS OTHERWISE SHOWN ON PLANS.

NOTES: 1. SEE DRAWING S-4 FOR DETAILS OF

SEWER LATERAL TO PROPERTY LINE.

2. USE CLASS 'C' CONCRETE WHERE SHOWN.

3. IN NO CASE SHALL A LATERAL CONNECT TO THE SEWER MAIN DIRECTLY ON TOP OF THE PIPE.

4. UNLESS WAIVED BY THE ENGINEER 2" WIDE METALLIC DETECTABLE LOCATOR TAPE SHALL BE PLACED WITH EACH LATERAL APPRXIM A TEL Y 6 • ABOVE THE PIPE.

5. MINIMUM 10' SEPERATION BETWEEN SEWER LATERAL AND WATER SERVICE. (PER DEPARTMENT OF HEALTH AND SAFETY)

6. WHERE UTILITY TRENCH IS PROPOSED BACK OF CURB SEWER LATERAL SHALL HAVE 5'-0" COVER BELOW CURB GRADE AT PROPERTY LINE.

STANDARD DRAWINGS

SEWER LATERAL DEEP CUT

DWG. NO.

S-5

SUBMIT V.C.P. COLLAR TEE SADDLE FOR APPROVAL, EPOXIED IN PLACE PRIOR TO ENCASING.

X 4: ~

b ! .,_

. ..-

• <I 4_ ·_s.,_·.4·· · . ... . i ·Z · ~- .. . · .

~. ·.,_v :iil · ... .i .: ., . . . . ..

WHERE A 1 /8 BEND IS NOT USED, A ONE FOOT PIECE OUT OF TEE IS REQUIRED .

560-C-3250 CONCRETE

SECTION - SEWER LATERAL

REVISION DAlE BY DESCRIPTION 1----1-+--+----------l APPROVED ----

GENERAL MANAGER

DISlRICT ENGINEER

Rincon ,i"::~~ Water~ !

STANDARD DRAWINGS

SEWER LATERAL VCP SADDLE CONNECTION

DWG. NO.

S- 6


45· STREET ELBOW

TEE & WYE SADDLES PER MANUFACTURERS SPECIFICATIONS AND TO BE TIGHTENED WITH TWO STAINLESS STEEL BANDS AROUND PIPE AND SADDLE, WITH 316SS NUTS AND SOL TS.

~~~~- CUT HOLE WITH SABER SAW OR SHELL CUTTER

SECTION - SEWER LATERAL

i-------+-+-+-------~ APPROVED ___ _ STANDARD DRAWINGS

SEWER LATERAL PLASTIC PIPE

SADDLE CONNECTION

DWG. NO.

GENERAL MANAGER S-7 DISTRICT ENGINEER

REVISION DA1E BY DESCRIPTION

P.V.C. PIPE

COUPLING ---

NOTES:

FLEXIBLE COUPLING (NON-PRESSURE)

1. NO CONNECTION ALLOWABLE AT BELL END OF V.C.P. CUT BELL END OFF V.C.P. PRIOR TO MAKING CONNECTION.

2. SEWER TRANSITION COUPLING SHALL BE ROMAC WITH 316SS NUTS AND BOLTS, OR APPROVED EQUAL

3. COUPLINGS SHALL BE EPOXY COATED AND WRAPPED IN 10 MIL. POLYETHYLENE BAG.

APPROVED -----1------+----1--------------1 Rincon o~~~ Water~ , GENERAL MANAGER

• DISTRICT ENGINEER

VITRIFIED CLAY PIPE

STANDARD DRAWINGS

CONNECTING DISSIMILAR SEWER PIPES

DWG. NO.

S-8

0

THREADED CAP WITH SQUARE NUT

VARIES

4" OR 6" SEWER LATERAL PER RDDMWD STANDARDS

WYE PER UNIFORM BUILDING CODE

CAP AND PLUG AT fr.

z ~

b I

in

CURB AND GUTTER

ROAD SURFACE

TYPICAL SEWER SERVICE CONNECTION NO SCALE

NOTES: 1. PLACE CLEANOUT A MAXIMUM OF 1'-0"

FROM PROPERTY LINE WITHIN R/W

2. STANDARD CLEANOUT COVER PER S-30

3. INSPECTOR MAY REQUIRE VIDEO TAPING OF LATERAL TO MAIN TO ENSURE LATERAL IS CLEAR AND CONNECTED.

4. CLEANOUT IS REQUIRED FOR ALL RESIDENTIAL LATERALS.

5. ANTI-FLOOD DEVICES TO BE INSTALLED ON ALL LATERALS WHERE THE FINISH FLOOR ELEVATION IS LOWER THAN THAT OF THE FIRST DOWNSTREAM MANHOLE PER S-29

6. FOR PAVED AREAS CLEANOUT COVER SHALL BE INSTALLED IN CONCRETE COLLAR PER S-18

REVISION DA 1E BY DESCRIPTION APPROVED ____ _

.,___-+--__ --+-----------1 GENERAL MANAGER

DISlRICT ENGINEER

Rincon D~~ Water~ !

STANDARD DRAWINGS

RESIDENTIAL CLEANOUT

DWG. NO.

S-9

BRANCH IF REQUIRED

(3 MAX)

SAME MATERIAL AS MAIN

, ••• I 16" l -".11·-MIN.

I = .-

, ... . ., .i.·

560-C-3250 CONCRETE B B I' .

· . ., .d ••

,II

A ' ,' ,II 4 :

SECTION A-A ELEVATION

NOTES: 1. THE UPPER END OF THE CHIMNEY PIPE WILL BE 8

FEET BELOW THE GRADE OF THE LOWER CURB, UNLESS OTHERWISE SPECIFIED.

2. WHERE ONE OR TWO HOUSE CONNECTION(S) ARE TO BE JOINED TO THE CHIMNEY PIPE USE A SINGLE "Y' BRANCH; WHERE THREE HOUSE CONNECTIONS ARE TO BE JOINED USE DOUBLE "y" BRANCH.

3. WHERE THE CHIMNEY PIPE IS TO BE USED FOR A SINGLE HOUSE CONNECTION FACE "y" TOWARDS PROPERTY TO BE SERVED; WHERE USED FOR HOUSE CONNECTIONS ON BOTH SIDES OF SEWER, THE "'(' WILL FACE TOWARD THE RIGHT (LOOKING UPGRADE) AND THE HOUSE ON THAT SIDE WILL BE CONNECTED TO THE "'(' BRANCH BY A 6-INCH 45"-DEGREE BEND, AND THE HOUSE CONNECTION ON THE LEFT WILL BE CONNECTED TO THE UPPER END OF THE CHIMNEY BY A 6-INCH 45"-DEGREE BEND UNLESS OTHERWISE SPECIFIED.

4. THE SEWER MAIN WILL BE CONSTRUCTED OF THE MATERIAL SPECIFIED ON PLANS.

5. INSTALL 2" X 4" REDWOOD MARKER ABOVE UPPER END OF CHIMNEY FOR REPAIR AND CONNECTION LOCATING.

REVISION DAlE BY DESCRIPTION APPROVED -----1----+---+-+------------1

GENERAL MANAGER

DISTRICT ENGINEER

SEWER .·.,

MAIN 1

A

I --J 16" r _l__ ,-------,

4" MIN.

SEWER

MAIN

SECTION B-B PLAN

ELEVATION

DO NOT ENCASE BEYOND BELL

Rincon D~ 6

Water~ -:

STANDARD DRAWINGS

SEWER CHIMNEY LATERAL

DWG. NO.

S-10

6" LATERAL

PLAN

SEWER MAIN

CLEAN OUT

PROPERTY LINE ""I 1" FINGER HOLE

56O-C-325O CONCRETE

INSTALL REUSABLE EXPANSION DOLLAR PLUG FOR TESTING. LEAVE PLUG TO WATERPROOF CLEANOUT.

T/1//1//1//1//1//1/f

COVER

CASTING SHALL BE ALHAMBRA FOUNDRY NUMBER A-1241 OR EQUAL AS APPROVED BY THE DISTRICT

.... i~ .

NATURAL GROUND CLEANOUT

l-17" PROFILE

PROPOSED GUTTER

CLASS 'A' CONC.

b I

in

EXIST. OR PROPOSED~, 1 1' MIN WATER OR GAS MAIN t._J_ OR OTHER FACILITY

SEWER MAIN 6" x 6" DOUBLE WYE TO BE LAID HORIZONTAL ( 4" WHEN SPECIFIED)

NOTES:

NOTES: 1. MIN. SLOPE 0.02' RISE PER FOOT

UNLESS OTHERWISE SPECIFIED ON PLAN AND PROFILE.


PROFILE

APPROVED -----1---+-----+----+-----------i

GENERAL MANAGER

DISTRICT ENGINEER

1. UNLESS WAIVED BY ENGINEER. A 2" WIDE METALLIC DETECTABLE LOCATOR TAPE SHALL BE PLACED WITH EACH LATERAL APPROXIMATELY 6" ABOVE THE PIPE, BUT NO GREATER THAN 6' DEEP.

2. SEWER TREES ARE NOT TO BE USED EXCEPT WITH SPECIAL WRITTEN APPROVAL BY THE DISTRICT ENGINEER.

Rincon D~~ Water~ !

STANDARD DRAWINGS

SEWER TREE LATERAL & CLEANOUTS

DWG. NO.

S-11

CONCRETE COLLAR PER S-14

CAST IRON MANHOLE FRAME AND COVER ALHAMBRA A-1254 OR APPROVED EQUAL. COVER

-:.. REINFORCED POLYPROPYLENE COATED STEPS PER ASTM D478

/

SHALL BE MARKED RINCON SEWER.

FINISHED GROUND SURFACE ,.

... SLOPE = •_":. 1" IN 12" · •··

CX)

" -.;;t I u

::E I-

z (/)

::E <(

re:: 0 w I

0..

"" 0 w u 48" OR 60" re:: 0 SEE NOTE 5 LL z w

2" ~ re:: .....

"D"

A-A NOTES: 1. PRECAST REINFORCED CONCRETE MANHOLES SHALL CONFORM TO

THE REQUIREMENTS OF ASTM C478, LA TEST, AND SHALL BE DESIGNED FOR H-20 LOADING.

2. ALL MANHOLE SECTIONS AND GRADE RINGS SHALL BE JOINED WITH 3/8" THICK CEMENT MORTAR NEATLY STRUCK AND POINTED.

3. VERTICAL WALL OF CONE SHALL BE ON UPSTREAM SIDE OF MANHOLES.

4. WHEN A CHANGE OF PIPE SIZE AT THE MANHOLE IS SPECIFIED, THE PIPES WILL BE PLACED SO THAT THE TOPS OF THE PIPES ARE ALIGNED.

5. MANHOLE DIAMETER SHALL BE 48" FOR SEWER PIPE DIAMETERS 24" AND SMALLER, AND 60" FOR SEWER PIPE DIAMETERS 27• AND LARGER, AND FOR ALL MANHOLES WITH A DEPTH OF 12' OR MORE. 60" DIAMETER MANHOLES SHALL BE USED WITH A 36" CONE.

6. WHEN MANHOLE IS IN A STREET TO BE PAVED, MANHOLE FRAME SHALL BE SET AFTER PAVEMENT HAS BEEN PLACED. TOP OF MANHOLE SHALL BE INSTALLED PER STD. DWG. S-14

7. MANHOLES SHALL BE SPACED AT 500 FEET MAXIMUM INTERVALS, UNLESS SPECIFIED OTHERWISE.

8. ALL NEW MANHOLES ON SEWERS 15-INCHES OR GREATER DIA., ALL NEW MANHOLES WHERE ENTERING PIPE SLOPE IS 5% OR GREATER, ALL EXISTING MANHOLES WITH NEW CONNECTIONS, AND ALL MANHOLES WITHIN 1,000 FEET OF RECEIVING A FORCE MAIN DISCHARGE: THE MANHOLES SHALL BE PROVIDED WITH INTEGRALLY LOCKING PVC OR POLYURETHANE PROTECTIVE LINING SYSTEM PER SECTION 500-2 OF THE GREENBOOK.

REVISION DA1E BY DESCRIPTION APPROVED -----1----+----+-----1------------t

GENERAL MANAGER

DISTRICT ENGINEER

;i. N

re:: 0

SECTION B-B

WELL COMPACTED MA TERI AL 90% MINIMUM

GPK MANHOLE ADAPTER

6" MAX.

B

----7

I I I I

12" MIN 1.5' "D" MAX. L __________ _J

CONCRETE INVERTS SHALL BE TRUE TO GRADE AND ALIGNMENT W/ A SMOOTH FINISH

STANDARD DRA~NGS

Rincon D~~ Water~ ! PRE-CAST REINFORCED

ECCENTRIC CONC MANHOLE

A

DWG. NO.

S-12

ALL LATERALS~ MUST BE PLAC~D "'-. UPSTREAM OF~ 't_ OF MANHOLE

-----7

LADDER

HOUSE LATERALS

CONCRETE GROUT

....

PLAN

----48"----_.::

I I I I

I MIN. DIA O.D. OF I 1-M.H. RINGS + 4"~

SECTION A-A

NOTES:

1. REFER TO STANDARD DRAWINGS OF MANHOLES FOR DETAILS PERTAINING TO MANHOLES ONLY.

2. THE TOP ½ DIAMETER OF THE PIPE IS TO BE BROKEN OUT TO A NEAT LINE. BROKEN EDGES SHALL BE PLASTERED SMOOTH WITH CEMENT MORTAR.

3. THE MAXIMUM NUMBER OF LATERALS INTO A TERMINUS MANHOLE SHALL BE LIMITED TO FOUR.

4. TERMINUS MANHOLES WITH HOUSE LATERALS ARE NOT TO BE USED EXCEPT WITH SPECIAL WRITTEN APPROVAL BY DISTRICT ENGINEER.

REVISION DAlE BY DESCRIPTION APPROVED -----

A

LOCATION OF MANHOLE COVER

STANDARD DRAWINGS 1----+----+--1------------1 Rincon o't!.

GENERAL MANAGER

DISlRICT ENGINEER

Water~ ! TERMINUS MANHOLE WITH HOUSE LATERALS

DWG. NO.

S-13

NOTES: ALHAMBRA FOUNDARY CO. A-1254, OR APPROVED EQUAL

3/4" X 1" PRY NOTCH

3/4" DIA. PICK HOLE

CONCRETE COLLAR FOR PAVED AREA USE 56O-C-325O CONCRETE


18"

N

t--t----i----t----------

--- 27 1 /2" DIA. --r 26-1 /4"

24" DIA. 4" ·~:

----- 32" DIA. ____ __,

1-1/2" HIGH CASTED LETTERS TYP. PLACES

DIAMOND TREAD PATTERN

18" • ~ • : • ·II.

CONCRETE COLLAR FOR UNPAVED AREA USE 56O-C-325O CONCRETE

APPROVED ___ _ STANDARD DRAWINGS DWG. NO.

Rincon o~ ..

GENERAL MANAGER Water~, • DISlRICT ENGINEER

MANHOLE COVER & FRAME STANDARD & WATERTIGHT S-14

NOTES: ALHAMBRA FOUNDRY CO. A-1325, SOUTH BAY FOUNDRY 1325 OR APPROVED EQUAL

4"

REVISION DAlE BY

39 3/4" DIA.

36" DIA.

L36"DIA._J SECTION A-A

CONCRETE COLLAR FOR PAVED AREA USE 56O-C-325O CONCRETE

DESCRIPTION

COVER

APPROVED -----1---+---+---+-----------1

GENERAL MANAGER

DISlRICT ENGINEER

A

L

18" FRAME


3/4"

STANDARD DRAWINGS

Rincon D:.6 Water~ , •

MANHOLE COVER & FRAME TWO COVERS

A

J

DWG. NO.

S-15

PLACE 2" x 4" REDWOOD HEADER IF MORE THAN 5' TO EXISTING PAVEMENT OR AS REQUIRED BY ENGINEER

AREA TO ~E PAVED

MANHOLE FRAME

MANHOLE COVER

0 I

in

b I

0

I MEET EXIST. PAVEMENT ________ 5'-0" _J I- OR MIN. OF 5'-0"

NOTES:

MEET EXISTING GROUND OR PAVEMENT

SLOPE AWAY FROM MANHOLE SEE NOTE (1)

1. SLOPE WILL CONFORM WITH RIGHT OF WAY JURISDICTION AGENCY IMPROVEMENT STANDARDS AND SPECIFICATIONS, AS APPLICABLE, OR MEET EXISTING CONDITIONS AS DIRECTED BY ENGINEER.

2. ANY PAVEMENT AREAS THAT MAY COLLECT STORM WATER AROUND MANHOLE WILL REQUIRE A RAIN-STOPPER INSERT.

REVISION DAlE BY DESCRIPTION APPROVED -----1---+--+---+-----------1

GENERAL MANAGER

DISTRICT ENGINEER

Rincon D~~ Water~ , •

2"x4" REDWOOD HEADER OR AS DIRECTED

STANDARD DRAWINGS

PAVING DETAIL AROUND MANHOLES

DWG. NO.

S-16

27"

4-Xt

4

1" HIGH LETTERS IN A 6" X 9" BOX

PICK HOLES (2) TO BE PLUGGED WITH CORK STOPPER FURNISHED BY CONTRACTOR (IF REQUIRED)

l ,a .. · 1

18" ·. : 4 3-¾" CLEAR OPENING 24" 3-¾'.

"' · 4 , OVERALL BASE 31-¾"

SECTION CONCRETE COLLAR FOR PAVED AREA USE 56O-C-325O CONCRETE

NOTES: 1. MANHOLE COVER SHALL BE DESIGNED FOR A.A.S.H.O. H-20

LOADING.

2. CAST IRON SHALL HAVE MINIMUM TENSILE STRENGTH OF 30,000 LBS. PER SQ. INCH.

3. MANHOLE COVER SHALL BE "ALHAMBRA FOUNDRY CO." TYPE A1176 OR APPROVED EQUAL.


~-------+-----------1 APPROVED -----

GENERAL MANAGER

DISlRICT ENGINEER


4. RAISE ALL UNIMPROVED AREA MANHOLES ABOVE GRADE AND USE BOLT DOWN COVERS. (INSTALL GAURDPOSTS).

5. RAINSTOPPERS TO BE INSTALLED WHERE STORM WATER COULD COLLECT OVER MANHOLE.

Rincon o!'~., Water~ , •

STANDARD DRAWINGS

MANHOLE COVER & FRAME LOCKING TYPE

DWG. NO.

S-17

EXPANSION COLLAR~ TEST PLUG TO REM~~~

AC

56O-C-325O CONCRETE

24"

12"

~

TOP


VIEW

1----+----+----+-----------1

..

17"

1/8 SWEEP BEND OR 45· BEND

CONSOLIDATED TRENCH

BACKFILL

61

'&, ~I 1/8 SWEEP BEND OR 45· BEND

ALTERNATE MUST BE APPROVED BY DISTRICT ENGINEER PRIOR TO INSTALLATION.

ALTERNATE

ELEVATION

1" FINGER HOLE

~ TRENCH

WIDTH

._J

NOTES: 1. CLEAN-OUT IS TO BE USED FOR INDUSTRIAL OR COMMERCIAL

INSTALLATIONS ONLY.

2. CLEAN-OUT IS NOT TO BE SUBSTITUTED FOR MANHOLE.

3. CLEAN-OUTS ARE NOT TO BE PLACED ON LATERALS OVER 150' LONG.

4. CLEAN-OUT PIPE MUST BE SAME · DIAMETER AND MATERIALS AS MAIN LINE SEWER.

5. CASTING WILL BE ALHAMBRA FOUNDARY NO. A-1241, OR APPROVED EQUAL.

6. COVER FRAME AND CONCRETE PAD ARE TYPICAL FOR Bn I.D. MAIN LINE SEWERS.

7. PLUGS WILL BE CEMENTED IN PLACE WITH CEMENT MORTAR. NEOPRENE PLUGS OR APPROVED EQUALS MAY BE SUBSTITUED.

B. STATION OF WYE OR LOWER 1/B SWEEP BEND WILL CORRESPOND TO lHE CLEAN-OUT STATION SHOWN ON CONSTRUCTION DRAWINGS WITH CLEAN-OUT CONSTRUCTION EXTENDED BEYOND lHAT POINT AS NECESSARY.

9. USE ONLY 560-C-3250 CONCRETE FOR CONSTRUCTION.

APPROVED ----- STANDARD DRA¥.1NGS DWG. NO.

GENERAL MANAGER

DISlRICT ENGINEER

NON-RESIDENTIAL SEWER CLEAN-OUT S-18

Cf. STREET

6" Cf. SEWER MAIN

SURFACE OF STREET

SAMPLING MANHOLE

5'-0" MIN. COVER AT PROPERTY LINE 7 r 8" MAX.

TO JOINTS

_,.....,.._ ____ ..J....------.ri-r---~__,..,_ ___ A---¥--H-+-- 2% MIN. ---1

SEWER LATERAL MIN. SLOPE UP AT 2%

ELEVATION

/

ALHAMBRA FOUNDRY CO. 5" 24" DIA A-1264. PARKWAY LID OR

½_! __ ·1.---_,1_·---~· ~· .--I -, APPROVED EQUAL

-+---+---- !-

GPK MANHOLE ADAPTOR, OR APPROVED EQUAL.

-+-'=--::..~1:..-:..-:..--...s-""7"7 .. ::_~ ~~}/.~·::-~ ·\)/··:>/~/-_·r~ µ24" MAX.

~• MAX.

_.__ __ .....,,__

GPK MANHOLE ADAPTOR, OR APPROVED EQUAL.

NOTES:

36" DIA.

LONGITUDINAL VIEW OF SAMPLING MANHOLE

WELL COMPACTED MATERIAL 90% MINIMUM

4" MIN. I.D.

SECTIONAL VIEW OF SAMPLING MANHOLE

1. MANHOLE TO BE INSTALLED ON BUILDING SEWER AND LOCATED SUCH THAT THE MANHOLE WILL BE ACCESSIBLE AT ALL TIMES.

6. SEE DWG. NO. S-17 FOR DETAILS AND INSTALLATION OF MANHOLE COVER AND FRAME.

2. 35• MANHOLE TO BE AS CONSTRUCTED BY SOUTHWEST CONCRETE PROD. INLAND CONCRETE ENTERPRISES, OR EQUAL, AND MAY BE REINFORCED, OR NON-REINFORCED.

7. GRADE RINGS SHALL BE 24" I.D. EXCEPT AS OTHERWISE NOTED.

3. WHERE NO BUILDING SET-BACK IS AVAILABLE, SET MANHOLE IN PARKWAY AREA: WHERE MANHOLE MUST BE SET IN CONCRETE WALK, PLUG PICK HOLE FLUSH. LOCATE MANHOLE TO CLEAR OTHER UTILITIES.

4. CONCRETE BASE SHALL BE OF CLASS 560-C-3250 CONCRETE AND PLACED IN ONE OPERATION. CONCRETE INVERTS SHALL BE TRUE TO GRADE AND ALIGNMENT, AND FINISHED WITH A SMOOTH SURFACE. SPECIAL CARE SHALL BE USED IN FORMING ALL CHANNELS TO FACILITATE THE FLOW OF SEWAGE.

5. ALL MANHOLE TOPS SHALL BE INSTALLED WITH THE MANHOLE COVER OVER THE DOWNSTREAM INLET, EXCEPT AS OTHERWISE SPECIFIED.


1-----+----4----------- APPROVED -----

GENERAL MANAGER

DISlRICT ENGINEER

8. JOINTS SHALL BE 3/8" THIKCNESS CEMENT MORTAR NEATLY STRUCK AND POINTED.

9. ALL SAMPLING MANHOLES MUST HAVE PROVISIONS FOR POWER AND COMPOSITE SAMPLER IN LOCKABLE CABINET.

Rincon o~ ..

Water~ --•

STANDARD DRAWINGS

36" I.D. SAMPLING MANHOLE

DWG. NO.

S-19

LAMP HOLE FRAME AND COVER ALHAMBRA FOUNDRY NO. A-1240 OR EQUAL

NOTES: 1. ALL MANHOLE TOPS WILL BE INSTALLED

WITH THE M.H. COVER AND STEPS OVER THE DOWNSTREAM OUTLET.

2. ALL PIPES AND FlTTlNGS SHALL BE CONSTRUCTED OF VITRIFIED CLAY OR POLY-VINYL CHLORIDE AND SHALL BE 8" MIN. DIA.

3. UPON APPROVAL FROM DISTRICT ENGINEER, DROP MANHOLE MAY BE INTERNAL TYPE BY RELINER, OR EQUAL.

CONCRETE SUPPORT 560-C-3250


1-----1-------1-------1-------------, APPROVED ;...· -----

GENERAL MANAGER

DISlRICT ENGINEER

PLAN VIEW

ELEVATION

Rincon n~~ Water~ !

PRE-CAST ECCENTRIC CONCRETE MANHOLE PER STD. DWG. NO. S-12

OPTIONAL INTERNAL DROP MANHOLE, SEE NOTE 3.

STANDARD DRAWINGS

DROP MANHOLE

DWG. NO.

S-20

STEEL CASING OR OTHER APPROVED MATERIAL

REDWOOD SKIDS FULL LENGTH OF CASING

H

__..---=-6 '_' MAX.

PULL

H ~ ALL WOODEN SKIDS ~ TO BE SQUARE

NOTES:

1. ENDS OF THE CASING PIPE SHALL BE CLOSED AROUND THE CARRIER WITH A POURED-IN PLACE PLASTER-OF-PARIS OR CEMENT PLUG WITH A SMALL OPENING LEFT FOR DRAINAGE AT THE BOTTOM OF THE DOWNSTREAM SIDE ONLY (OR AS DIRECTED)

2. STEEL CASING SHALL BE INSTALLED BY MEANS OF JACKING OR DRY BORING, EXCEPT WHERE SPECIFlCALL Y NOTED ON THE PLANS TO BE INSTALLED BY OPEN TRENCH CONSTRUCTION.

3. CASING DIA. SHALL BE MINIMUM OF 4" GREATER THAN THE OUTSIDE BELL DIA., EXCEPT SEWER PIPE CASING SHALL NOT BE LESS THAN 30" IN DIA. WHEN CASING IS BORED, UNLESS SPECIFICALLY NOTED.

4. THE STEEL MIN. CASING THICKNESS SPECIFIED IN "TABLE A" IS REQUIRED FOR CASING IN PLACE AND DOES NOT ACCOUNT FOR CONSTRUCTION LOADS. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE STRUCTURAL SUFFICIENCY OF THE CASING DURING CONSTRUCTION, AND ALSO THE METHOD OF INSTALLATION.

PIPE COUPLING OR BELL

TABLE "A" (STEEL)

THICKNESS •r DIAMETER "D" STREETS & HWYS.

(INCHES} UP TO 150' OVER 150' RAILROADS

IN LENGTH IN LENGTH

4"-10" I.D. 1/4" 1/4" 4•-12· : 1/4"

12"-16" O.D. 3/8. 3/8" 4•-15• : 9/32· 5. GRAVITY SEM:R PIPELINES AND PRESSURE PIPELINES SHALL BE

SUPPORTED ON PIPE SKIDS SUBJECT TO THE APPROVAL OF THE ENGINEER. C.M.L &: C. PRESSURE PIPE MAY REST ON THE BOTTOM OF THE CASING, BUT SHALL NOT BE DRAGGED INTO POSl110N WITHOUT PIPE SKIDS.

18"-20· o.o. 3/8. 3/8" 18.:5/16" 20:11/32•

6. ALL SKIDS SHALL BE SQUARE IN CROSS SECTION AND MADE FROM REDWOOD.

7. SKIDS SHALL BE ATTACHED TO PIPE BY STRAPPING WITH A STANDARD STRAPPING MACHINE TO HOLD SKIDS IN PLACE DURING PULLING OPERATION. USE STAINLESS BAND, OR METHOD OF CLEA TING SKIDS TOGETHER.

8. FLEXIBLE PIPE (PVC, ETC.) SHALL HAVE SPACER GUIDE ALONG THE TOP TO PREVENT PIPE FROM FLOATING. FOR ENDS OF CASING PIPE, SEE NOTE (1). PIPE WITHIN CASING TO BE BONDED TOGETHER AT THE JOINTS FOR AN INTEGRAL UNIT PER MANUFACTURERS RECOMMENDATION. TWO APPROVED FLEXIBLE COUPLINGS SHALL BE USED AT EACH END OF CASING, PER S-8.

9. NOTICE AS REQUIRED BY THE DISTRICT SHALL BE GIVEN PRIOR TO CONSTRUCTION FOR DISTRICT INSPECTION OF CASING PIPE AND CARRIER PIPE INSTALLATION. THE AS-BUILT LOCATION AND GRADE OF CASING PIPE SHALL BE APPROVED BY THE DISTRICT PRIOR TO INSTALLATION OF THE CARRIER PIPE. DEPARTURES FROM PLANNED LOCATION OR GRADE OF THE CASING PIPE SHALL REQUIRE A FIELD SURVEY FOR CARRIER PIPE REDESIGN IF FEASIBLE, OR ABANDONMENT IN FAVOR OF A NEW INSTALLATION.


1------1---------------1 APPROVED ------

GENERAL MANAGER

DISTRICT ENGINEER

22· 0.0.

24• O.D.

2s• O.D.

28• O.D.

30• O.D.

32" O.D.

34"-36" 0.0.

38" O.D.

40" O.D.

42" O.D.

4B"-6o" o.D.

s2• - 72" O.D.

Rincon D~~ Water~ , •

3/8. 3/e· 3/8"

3/e· 3/8. 13/32"

3/8" 3/8. 7/16"

3/8" 3/8. 15/32"

1/2" 112· 1/2"

1/2" 1/2" 1/2"

1/2" 1/2" 17/32"

112· 1/2" 9/16.

1/2" 3/4" 9/16"

1/2" 3/4" 9/16"

1/2" 3/4" AS REQUIRED

3/4" 3/4" AS REQUIRED

STANDARD DRAWINGS DWG. NO.

PIPE CASING SEWER MAIN S-23

PROPOSED SEWER, SEWER LATERAL, OR STORM DRAIN

[FINISH GROUND SURFACE

ZONE 'D' NO JOINTS IN SEWER WITHIN 4' OF EITHER SIDE OF WATER MAIN.

PROPOSED SEWER, SEWER LATERAL, OR STORM DRAIN

CROSSING (PERPENDICULAR) CONDITION

NOTES:

SPECIAL PERMISSION

g•

6' 3'

PARALLEL CONDITION

ZONE "A" NO SEWER SHALL BE CONSTRUCTED WITHOUT SPECIAL APPROVAL FROM STATE DEPARTMENT OF HEALTH SERVICES AND RINCON DEL DIABLO MWD

ZONE "B" SEWER SHALL BE CONSTRUCTED OF EXTRA STRENGTH VITRFIED CLAY PIPE WITH COMPRESSION JOINTS, POLYVINYL CHLORIDE PLASTIC PIPE WITH RUBBER RING JOINTS (PER ASTM D 3034), OR DUCTILE IRON PIPE WITH COMPRESSION JOINTS. REQUIRES APPROVAL FROM RINCON DEL DIABLO MWD.

ZONE "C" SEWER SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE WITH & "D" APPROVED COATING AND MECHANICAL JOINTS OR CONTINUOUS

SECTION OF CLASS 200 (DR14 PER AWWA C-900) POLYVINYL CHLORIDE PLASTIC PIPE CENTERED OVER PIPE BEING CROSSED.

ZONE "p" NO SEWER LINE CONSTRUCTION ALLOWED.

REVISION DAlE BY

1. UPON APPROVAL FROM DISTRICT ENGINEER HOPE FUSION WELDED PIPE MAY BE USED AS A CASING WHEN MINIMUM JOINT DISTANCE CAN NOT BE MET.

DESCRIPTION 1--------+-----li------------1 APPROVED ----- Rincon n~ ..

GENERAL MANAGER Water~ --• DISTRICT ENGINEER

FINISH GROUND SURFACE

EXISTING WATER

STANDARD DRAWINGS

SEWER MAIN CROSSING EXISTING WATER

DWG. NO.

S-24

COVER ACCESS MUST BE PROVIDED AND BROUGHT TO FINISH GRADE.

INLET i.....---.f--,_, _i...---+----,,7 i.------+---,i 1--r=-~7~-CLE«ANOU~

REVISION DAlE BY

I II II I L ~ L _JL _JL _J PYRAMID PRECAST

CO. INC. PART NO. IW3 WITH SAMPLE BOX OR APPROVED EQUAL

PLAN 3 CHAMBERED INTERCEPTOR

EQUAL TO PIPE SIZE OR AS REQUIRED

STATIC WATER LEVEL

·: · • ·. :

... ·, .. ---~ .

~ 7n IJ \_PVC LINER} H

EACH HOLE :.· ..

.. ... .. ·. ~--·. ...·. ' . ···:., .: ·. ' ·.·. : ... ·.:. ·:: .· . . .

SECTION

NOTES: 1. LINK SEAL, OR EQUAL, REQUIRED ON

ALL PIPES WITH WALL PENETRATIONS.

DESCRIPTION

COVER SPECS: DISTRICT APPROVED GALVANIZED STEEL COVER WITH AASHTO H-20 TRAFFIC LOADING

....J <( w Cf)

a::: w I<(

:3:

12"

. . ~ . .

S-26 OR S-27 SAMPLE BOX

2" WITH 24" FEATHER EDGE INTO EXISTING GRADE

;. 24" ••. ... '•_J • -~ . . • 4! .. .. . :~-

l~fl_J ··. • ... :

TRAP AS REQUIRED BY PLUMBING CODE

CLEANOUT & VENT AS REQUIRED BY LOCAL PLUMBING CODE

1----------------1 APPROVED ---- Rincon o~ ..

STANDARD DRAWINGS

SAND/OIL SEPARATOR

(CONT'D)

DWG. NO.

GENERAL MANAGER Water~ , • S-25 DISlRICT ENGINEER

BOX TO BE SET 2" ABOVE FINISHED GRADE AND FEATHERED INTO FINISHED GRADE TO AVOID TRIP HAZARD

= N

A-LOK GASKET OR LINK-SEAL, TYP. ALL VAULT PENETRATIONS. __ _._EL-,

GAL VAN I ZED STEEL PLATE COVER: A NON-SKID SURFACE SUCH AS DIAMOND PLATE OR OTHER APPROVED SURFACE IS REQUIRED FOR THE COVER PLATE IF THE BOX IS LOCATED IN A PEDESTRIAN OR VEHICULAR TRAFFIC AREA, A 3/4" DIA. HOLE MUST BE DRILLED 6" FROM ANY EDGE OF COVER.

1 1/8" ANGLE IRON LIP

FLOW

PYRAMID PRECAST CO. INC. MODEL NO. SB-22 OR APPROVED EQUAL

'._· • • 4 .-_· • • • ~- • • • • • • .• . • .i . . :_ ~ : •·. ·: ·.· ·-.. : • ,

A

NOTES:

SECTION A-A

= ..-

32"

PLAN

1. AU. SURFACE WAlER SHALL DRAIN AWAY FROM THE SAMPLE BOX.

4"

2. LID AND ANGLE IRON THICKNESS WILL DEPEND ON TRAFFIC PATTERNS IN SAMPLE BOX AREA.

3. INSTALl.AllON IN ACCORDANCE WITH AU. LOCAL PLUMBING CODES.

4. AU. PIPE PENETRATIONS REQUIRE LINK-SEAL, OR EQUAL

l-!!RE~Vl~SION~D!!!AlE:::+-=::-BY-4-_ ___:D=ESCR=IP..a.:..:llON"-'-----, APPROVED -----

Rincon o~ ..

GENERAL MANAGER Water~ , • DISlRICT ENGINEER

52O-A-3OOO CONCRETE

A

J

STANDARD DRA\\1NGS

SAMPLE BOX #1 (INDUSTRIAL)

DWG. NO.

S-26

BOX TO BE SET 2" ABOVE FINISHED GRADE AND FEATHERED INTO FINISHED GRADE TO AVOID TRIP HAZARD

w a.. 3/8" PED.

GALVANIZED STEEL PLATE COVER: A NON-SKID SURFACE SUCH AS DIAMOND PLATE OR OTHER APPROVED SURFACE IS REQUIRED FOR THE COVER PLATE IF THE BOX IS LOCATED IN A PEDESTRIAN OR VEHICULAR TRAFFIC AREA. A 3/4" DIA. HOLE MUST BE DRILLED 6" FROM ANY EDGE OF COVER.

.....Jo:::

.....J 1 /2" TRAFFIC

1 1/8" ANGLE IRON LIP 3=f2

~:r: a.. 1-LLJ a.. Cl~

.....Jz

::io 0::::0 wz >w 0 a..

w Cl FLOW

~~:

. ..,. ___ _..;;;;2;;.._;4_" ___ ~ •·.~ · \.· .

;,,4 , •

~ >:~· .·.::>>~:_. :~. _:,Jl..------52O-A-30OO _.__ ________ ___, ___ .__........._ ________ --'--'---'-......,........_. CONCRETE

SIDE VIEW

32"

4 ,

END VIEW

NOTES:

1. ALL SURFACE WAlER SHALL DRAIN AWAY FROM THE SAMPLE BOX.

· .. ~ 1~ ... 4" · .. 4'

PYRAMID PRECAST CO. INC. MODEL NO. ESB-22-2 OR APPROVED EQUAL

TOP HALF OF PIPE REMOVED AFTER CONSTRUCTION

2. LID AND ANGLE IRON THICKNESS WILL DEPEND ON TRAFFIC IN SAMPLE BOX AREA

3. INSTALLATION IN ACCORDANCE WITH ALL LOCAL PLUMBING CODES.

4. A-LOK GASKETS REQUIRED 8" IMMEDIA lEL Y ADGACENT TO SAMPLE BOX.

5. ALL PIPE PENETRATIONS REQUIRE LINK-SEAL, OR EQUAL.

REVISION DAlE BY DESCRIPTION 1---~----1-----+--------~ APPROVED -----

GENERAL MANAGER

DISlRICT ENGINEER

Rincon o't:~~ Water~ !

STANDARD DRAWINGS

SAMPLE BOX #2 (COMMERCIAL)

DWG. NO.

S-27

CLEANOUT AS REQUIRED PER LOCAL PLUMBING CODE.

BUILDING 01/ COLLECTING

AREA

I \ RECEPTOR OR FLOOR DRAIN

INSTALL CLEAN OUT PER RDDMWD

STD. DWG. S-11 RESTROOM LINE

S-26 OR S-27 SAMPLE BOX REQUIRED

INTERCEPTOR REQUIREMENTS TO BE DETERMINED BY DISTRICT

w z :::J

a:::: w 3: w en

PYRAMID PRECAST TYPICAL INSTALLATION CO. INC. MODEL NO. IW2

WITH SAMPLE BOX

DISTRICT APPROVED GALVANIZED STEEL COVER WITH H-20 TRAFFIC LOADING

· : ~ ... . .... . . . ..

PVC LINER~

. . • : 4 . .. • . . ~ . . ·. . .. . . .

2 CHAMBER INTERCEPTOR

NOTES:

1. ALL INTERCEPTORS SHALL HAVE A MINIMUM LIQUID CAPACITY OF 750 GALLONS. PROVIDE SIZING CALCULATIONS.

2. ALL WASTEWATER EXCLUDING RESTROOMS, MUST PASS THROUGH THE INTERCEPTOR. KITCHEN DESIGN SHALL BE SUBMITED TO DISTRICT FOR REVIEW AND APPROVAL.

3. ALL SURFACE WATER SHALL DRAIN AWAY FROM THE INTERCEPTOR.

4. GREASE INTERCEPTOR SHALL BE IN ACCORDANCE W/ THE LATEST UNIFORM PLUMBING CODE (UPC) REQUIREMENTS, SECTION 1014.

5. LINK SEAL, OR EQUAL, REQUIRED ON ALL PIPES WITH WALL PENETRATIONS.


OR APPROVED EQUAL

2" WITH 24" FEATHER EDGE INTO EXISTING GRADE

INSTALL CLEANOUT PER RDDMWD STD DWG. S-11

. .. . .•..

L S-26 OR S-27 SAMPLE BOX AS SPECIFIED

12" BY DISTRICT

.. .... .. ~

STANDARD DRAWINGS DWG. NO. APPROVED -----1---+---+---+---------1 Rincon o~ ..

GENERAL MANAGER Water~ ! GREASE INTERCEPTOR S-28 DISlRICT ENGINEER

REVISION DAlE BY

TYPICAL BACKFLOW VALVE ASSEMBLY LOCATION

BUILDING

NOTES:

MAINTAINED BY OWNER

I /PROPERTY LINE r I CLEANOUT PER S-9

SEE DETAIL "A" 2% MIN. SLOPE OR AS APPROVED BY LOCAL AGENCY

COVER LID~..-~------,

SEWAGE BACKWATER VALVE

DETAIL "A" SEWAGE BACKFLOW VALVE ASSEMBLY

1. BACKWATER VALVE REQUIRED FOR PAD ELEVAllONS BELOW RIM ELEVA llON OF UPSTREAM MANHOLE.

DESCRIPTION 1-------4--1---1-----------1 APPROVED ----

, Rincon n~ .,

Water~ -"

STANDARD DRA\\1NGS

GENERAL MANAGER

DISTRICT ENGINEER •

TYPICAL BACKFLOW VALVE ASSEMBLY & DETAIL

DWG. NO.

S-29

NOTES: ALHAMBRA FOUNDRY 1208, OR APPROVED EQUAL

A

1/2"

1"

REVISION DAlE BY

\

B

/ /

BOTTOM VIEW

'W

·x·

•z•

SECTION A-A

DESCRIPTION APPROVED ---

t-----1i----t---t-----------1

GENERAL MANAGER

DISlRICT ENGINEER

A

1/2"

SIZE ·w· 6"¢ PIPE 9-3/4"

8"¢ PIPE 11-3/4"

Rincon D~~~ Water~ !

1 /2" HIGH LETTERS, RAISED 1/8"

TOP VIEW

II 3/4"

SE

·x· •y•

4-3/4" 7-1/2"

6-3/4" 9-1/2"

STANDARD DRAWINGS

RESIDENTIAL CLEANOUT COVER

•z· 7-3/4"

9-3/4"

DWG. NO.

S-30

~1o 8 ofa neon Ri Water~ - Rincon del Diablo Municipal ...Ri neon ofa8 ~1o Water~ : Standard Sewer...

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