Part_7_-_WDIUP_Plans.pdf

PDF 19 MB Posted Apr 2, 2026

Attached to: Washington District Infrastructure Upgrade Project State and local contract opportunity
Solicitation number: 26-023-ITB
Issued by: Yolo County, California

About this file

Written by GovTribe AI · Apr 6, 2026

Summary

This is an improvement plan document for the Washington District Infrastructure Upgrade Project (CIP #35000) prepared for the City of West Sacramento, California. The project encompasses comprehensive water main improvements, sewer system rehabilitation, and fiber optic conduit installation across multiple streets in the Washington District, including work on Waterfront Place, B Street, C Street, E Street, F Street, 3rd Street, and 6th Street. The construction scope includes removal and replacement of existing water pipelines ranging from 6 to 16 inches in diameter; installation of new 8 to 12-inch water mains with associated gate valves, fire hydrants, and service connections; sewer main rehabilitation using cured-in-place pipe (CIPP) lining technology for approximately 2,000 linear feet across multiple streets; installation of new sanitary sewer mains and manholes; and placement of fiber optic conduit with pull boxes and junction boxes throughout the project area. The sealed bid responses are due no later than Thursday, April 30, 2026 at 2:00 pm, with all construction work required to be completed by December 31, 2026 in compliance with SACOG Green Means Go Grant requirements. The project presents significant logistical challenges due to its location within active public rights-of-way, proximity to residences and businesses, and required coordination with Union Pacific Railroad for pipeline installation under railroad tracks.

The improvement plans detail specific technical requirements including potholing and utility verification protocols, thrust block specifications, water pressure testing procedures, sewer manhole construction standards, and trenchless technology specifications for boring and jacking operations. Work must be performed during normal business hours (7 am to 5 pm Monday through Friday, excluding city holidays) unless prior approval is obtained. The contractor is responsible for calling Underground Service Alert (USA) at least 48 hours prior to excavation, coordinating with utility companies including PG&E, AT&T, and water/sewer departments, and maintaining service to existing customers during construction. Key utility representatives and city contacts are identified for coordination purposes. The project requires a preconstruction meeting with the City of West Sacramento Capital Projects Department and strict adherence to City of West Sacramento Standard Specifications and improvement standards. Specific attention is given to dewatering management, lateral and service connection procedures, CIPP rehabilitation methodology including root removal and cleaning, and restoration of landscapes and pavements to original condition.

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Washington_District_Infrastructure_Upgrade_Project_(Addendum_#3_Revision).pdf	PDF	Apr 27, 2026
Washington_District_Infrastructure_Upgrade_Project.pdf	PDF	Apr 3, 2026
Insurance_Checklist_-_2Million_5Million.pdf	PDF	Apr 2, 2026
Insurance_Checklist_-_2Million_5Million.pdf	PDF	Apr 2, 2026
Appendix_F_-_24-1139.1_Geotech_Report_Washington_District_Utility_Final.pdf	PDF	Apr 2, 2026
Appendix_G_-_UPRR_Insurance_&_Monitoring_Requirements.pdf	PDF	Apr 2, 2026
Project_Mitigation_Measures_Summary.pdf	PDF	Apr 2, 2026
Contract_230060_-_City_of_West_Sac_GMG_Washington_Dist_MOU.pdf	PDF	Apr 2, 2026
Appendix_F_-_24-1139.1_Geotech_Report_Washington_District_Utility_Final.pdf	PDF	Apr 2, 2026
Contract_230060_-_City_of_West_Sac_GMG_Washington_Dist_MOU.pdf	PDF	Apr 2, 2026
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Exhibit_C_Invoice_Supp_Docs_2-14-23.pdf	PDF	Apr 2, 2026
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Part_5_Technical_Specs_2026.03.26.pdf	PDF	Apr 2, 2026
Part_7_-_WDIUP_Plans.pdf	PDF	Apr 2, 2026
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I-5

I-80

SACRAMENTO AVE

LIGHTHOUSE DR

C ST

RIVERBANK RD

H U

TER

AVE

G ST

E ST

W CAPITOL AVE

MICHIGAN BLVD

CUMMINS WY

CARRIE ST

HOBSON AVE

FOUNTAIN DR

ANDREW ST

ANNA ST

LISBON ST

UPRR

E D

IVER

C R

EST D

F ST

N HARBOR BLVD

H B

REED AVE

RIV

ERSID

E P

EVERGREEN AVE

MERKLEY AVE

D E

P ST

Q ST

K ST

I ST

CAPITOL MALL

3R D

S T

N T

3R D

S T

SNRR

SACRAMENTO RIVER

AMERICAN RIVER

SAC

IVER

RICHARDS BLVD

O O

M S

SPRR

I STBRIDGE

6T H

S T

CABALDON PKWY TOWERBRIDGE

5T H

T B STB ST

C ST

G ST

E ST

N T

ST3R

S T

I STBRIDGE

6T H

S T

TOWERBRIDGE

5T H

S T

F ST

4T H

S T

7T H

S T

O N

2N D

S T

3R D

S T

5T H

S T

6T H

S T

SPRR

6TH ST

CALIFORNIA ST

D ST

WEST CAPITOL AVE

H S

CABALDON PKWY

SAC

IVER

WATER

IMPROVEMENTS

FIBEROPTIC

IMPROVEMENTS

WATER IMPROVEMENTS

SEWER

IMPROVEMENTS

WATER IMPROVEMENTS

SEWER

IMPROVEMENTS

WATER IMPROVEMENTS

SEWER

IMPROVEMENTS

SEWER

IMPROVEMENTS

FIBEROPTIC

IMPROVEMENTS

RAND ST

7TH ST

4T H

S T

B ST

DRAWING SCALE

HOR. SCALE:

VERT. SCALE:

SHEET NO. OF

REVIEWER:

DATE:

DRAFTER:

DESIGNER:

DRAWING INFO

DRAWING SCALE

TIO

ENGINEER'S STAMP

REY PROJ NO.CIP NO.

PROJECT PLANS FOR:

CITY OF WEST SACRAMENTO, CALIFORNIA

CITY PROJECT No. 35000

WASHINGTON DISTRICT INFRASTRUCTURE

UPGRADE PROJECT

UTILITY REPRESENTATIVES

REPRESENTATIVE TELEPHONE

PG & E

AT&T

CITY OF WEST SACRAMENTO

U.S.A.

FIRE DEPARTMENT

WAVE BROADBAND

U.S.A.

FIRE

CABLE TV

DRAINAGE

WATER

SEWER

TELEPHONE

ELECTRICITY

GAS

PG & E

(916) 296-6359

PUBLIC WORKS DEPT

ANNA SANTOS

DAN HUFFMAN (916) 202-2921

PUBLIC WORKS DEPT

PUBLIC WORKS DEPT (916) 617-4850

(800) 227-2600

(916) 617-4600

(916) 223-0123FRANK BARGIEL

CONSOLIDATED COMMUNICATIONS

COMMUNICATION

(916) 786-1513GRETCHEN HILDEBRAND

UTILITY

DAN HUFFMAN (916) 202-2921

CITY OF WEST SACRAMENTO

UNDERGROUND SERVICE ALERT

GAS

KINDER MORAGN JASON BROTHERS (559) 333-1799

UNION PACIFIC RAILROAD

RAILROAD

(402) 544-8553KRIS JONES

(916) 617-4850

VERIZON

TELEPHONE

(941) 906-6703CHUCK CZUMAK

BASIS OF BEARING

GENERAL NOTES:

DESCRIPTION

OWNER OF RECORD BENCH MARK

THE BEARINGS AND COORDINATES SHOWN HEREIN

ARE BASED ON THE CITY OF WEST SACRAMENTO

GEODETIC CONTROL NETWORK SHOWN AND

RECORDED IN BOOK 13 OF SURVEYS AT PAGE 61,

YOLO COUNTY RECORDS.

BRASS DISK SET IN THE TOP OF THE NORTHEAST

END OF THE SOUTHWEST WING WALL OF THE

SACRAMENTO NORTHERN RAILROAD OVERPASS, 29

FEET SOUTHEAST OF THE CENTER LINE OF THE

AVENUE, 5 FEET SOUTHEAST OF THE SOUTHWEST

END OF THE SOUTHEAST STEEL GUARDRAIL, 2.0

FEET SOUTHWEST OF THE SOUTHWEST END OF THE

SLOPING PART OF WINGWALL, AND ABOUT 3 1/2

FEET HIGHER THAN THE AVENUE.

ELEVATION = 16.12, NAVD 1988

CITY OF WEST SACRAMENTO

CAPITAL PROJECT DEPARTMENT

1110 WEST CAPITAL AVENUE

WEST SACRAMENTO, CA 95691

VERONICA GARCIA, P.E.

DESIGNED UNDER THE DIRECTION OF

DATE

CALL BEFORE YOU DIG

THE CONTRACTOR SHALL CALL "UNDERGROUND SERVICE

ALERT" (USA) AT 800-642-2444 AT LEAST 2 WORKING DAYS

PRIOR TO PERFORMING ANY EXCAVATION.

SHEET INDEX

C01 - TITLE SHEET

C02 - NOTES

C03 - DETAILS 1

C04 - DETAILS 2

C05 - DETAILS 3

C06 - CONNECT TO EXISTING DETAILS

C07 - DEMOLITION PLAN - WATERFRONT PL, B ST, C ST & E ST

C08 - WATER PLAN & PROFILE - E ST - 3RD & 2ND (BID ALT 3)

C09 - WATER PLAN & PROFILE - WATERFRONT PL (BID ALT 2) & B ST

C10 - WATER PLAN & PROFILE - 6TH ST (BID ALT 1) - C ST

C11 - PLAN - FO - RIVERFRONT & 3RD ST

C12 - PLAN - FO - 3RD ST

C13 - SEWER PLAN & PROFILE - 6TH ST TO C ST

C14 - PLAN - CIPP - F ST

C15 - PLAN - CIPP - E ST

C16 - PLAN - CIPP - 3RD ST

C17 - PLAN - CIPP - BACKYARD TO C ST & 4TH ST

VICINITY MAP

NOT TO SCALE

PROJECT

LOCATION

CITY REPRESENTATIVES

REPRESENTATIVE

LOUIS RAMIREZ (916) 617-4533

DEPARTMENT/ AGENCY

CONSTRUCTION INSPECTION

ENGINEERING AMBER WALLACE (916) 617-5327

FIRE DEPARTMENT

POLICE DEPARTMENT

JASON RIZZI

(NON - EMERGENCY DISPATCH)

(916) 617-4600

(916) 372-3375

UTILITIES MAINTENANCE

TRAFFIC

ROBERT SANTOS

JIMMY FONG

(916) 617-4845

(916) 617-4789

TELEPHONE

THESE IMPROVEMENT PLANS HAVE BEEN REVIEW BY THE CITY

OF WEST SACRAMENTO AND ARE IN GENERAL CONFORMANCE

WITH THE SCOPE AND INTENT APPROVED IN THE CAPITAL

IMPROVEMENT PROGRAM. CITY'S REVIEW AND APPROVAL OF

THESE PLANS DOES NOT RELEASE, DIMINISH, NOR REPLACE THE

DESIGNER'S IRRESPONSIBILITY FOR THEIR WORK.

DATEDAVID WONG

DEPARTMENT OF CAPITAL PROJECTS

LOCATION MAP

NOT TO SCALE

C01 C17 35000

JWF

KH, JQ

KH, JQ, NA

3/20/2026

Y O

F W

E S T S

A C R

A M

E N T O

L E S

H E E T

T I

E U

P R

O V E M

E N T P

L A N S F

O R

: C A L

O R

N.T.S.

AS NOTED

9303.001

03/20/20263/24/2026

DRAWING SCALE

HOR. SCALE:

VERT. SCALE:

SHEET NO. OF

REVIEWER:

DATE:

DRAFTER:

DESIGNER:

DRAWING INFO

DRAWING SCALE

TIO

ENGINEER'S STAMP

REY PROJ NO.CIP NO.

NOTES

1. ALL PUBLIC IMPROVEMENT CONSTRUCTION SHALL CONFORM TO THE CITY OF

WEST SACRAMENTO STANDARD SPECIFICATIONS AND SHALL BE SUBJECT TO A

CITY ENCROACHMENT PERMIT.

2. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR IS RESPONSIBLE TO CONTACT

THE CITY OF WEST SACRAMENTO TO SCHEDULE A PRECONSTRUCTION

MEETING.

3. CONTRACTOR SHALL ADHERE TO NORMAL WORKING HOURS OF 7AM THROUGH

5PM MONDAY THROUGH FRIDAY, EXCLUDING CITY HOLIDAYS. THIS INCLUDES

HOLIDAY OBSERVANCES SUCH AS HALLOWEEN SHOULD THE CITY DESIGNATE

THEM. CONSTRUCTION OUTSIDE OF NORMAL WORKING HOURS, OR ON

SATURDAYS, SUNDAYS OR CITY HOLIDAYS MAY BE ALLOWED UPON PRIOR

APPROVAL BY THE CITY.

4. ANY WATER ENTERING THE SANITARY SEWER SYSTEM TO BE CONSTRUCTED

UNDER THE APPROVED PLANS SHALL NOT BE DISCHARGED TO THE EXISTING

SEWER SYSTEM. PLUGS SHALL BE INSTALLED IN EXISTING MANHOLES AS

NECESSARY TO PERMIT PUMPING THE NEW SYSTEM CLEAR OF WATER AND

DEBRIS PRIOR TO ACCEPTANCE BY THE CITY. CARE SHALL BE EXERCISED IN

LOCATING PLUGS TO AVOID INTERRUPTING SERVICE TO EXISTING

CONNECTIONS. MECHANICAL PLUGS OR MORTAR AND BRICK MUST BE USED.

INFLATABLE DEVICES ARE NOT ALLOWED.

5. A DEWATERING PLAN SHALL BE SUBMITTED TO THE ENGINEERING DIVISION FOR

APPROVAL PER DIVISION IV, SECTION 22 OF THE CITY STANDARD

SPECIFICATIONS PRIOR TO CONSTRUCTION.

6. ALL UTILITY LINES SHOWN ON PLANS ARE FOR REFERENCE ONLY. IT WILL BE THE

CONTRACTOR'S RESPONSIBILITY TO HAVE EACH UTILITY COMPANY LOCATE IN

THE FIELD THEIR MAIN SERVICE LINES AND LATERALS. THE CONTRACTOR MUST

NOTIFY MEMBERS OF THE UNDERGROUND SERVICE ALERT (U.S.A.) 48 HOURS IN

ADVANCE OF PERFORMING EXCAVATION WORK BY CALLING THE TOLL FREE

NUMBER 811 OR 1- 800-642-2444.

7. THE CONTRACTOR MUST FIELD VERIFY ALL EXISTING ROADWAY AND UTILITY

FACILITIES' LOCATIONS AND DEPTHS. IT WILL BE THE CONTRACTOR'S SOLE

RESPONSIBILITY TO LOCATE AND PROTECT ALL EXISTING ROADWAY AND UTILITY

FACILITIES, SO THAT NO DAMAGE RESULTS TO THEM DURING THE

PERFORMANCE OF THIS CONTRACT. THE CONTRACTOR WILL BE REQUIRED TO

COOPERATE WITH OTHER CONTRACTORS AND UTILITY COMPANIES INSTALLING

NEW STRUCTURES, UTILITIES AND SERVICES TO THE PROJECT. PAYMENT FOR

THIS WORK WILL BE CONSIDERED TO BE INCLUDED IN THE VARIOUS ITEMS OF

WORK.

8. ALL EXISTING UNDERGROUND UTILITIES MAY NOT BE SHOWN. THE CONTRACTOR

SHALL TAKE PRECAUTIONARY MEASURES TO PROTECT THESE UTILITIES. THE

CONTRACTOR SHALL DO NO EXCAVATION UNTIL ALL UTILITY COMPANIES AND

CITY OF WEST SACRAMENTO HAS BEEN NOTIFIED AND HAS BEEN GIVEN THE

OPPORTUNITY TO MARK FACILITIES IN THE FIELD. THE CONTRACTOR SHOULD

ANTICIPATE THE PRESENCE OF ABANDONED UTILITIES, AS RECORDS FROM

VARIOUS UTILITY OWNERS MAY BE INCOMPLETE OR INACCURATE. THE CITY WILL

NOT REIMBURSE THE CONTRACTOR FOR ANY COSTS OR TIME ASSOCIATED WITH

LOCATING, EXPOSING, OR REMOVING ABANDONED UTILITIES.

9. PRIOR TO TRENCHING FOR ANY WATER PIPE, THE CONTRACTOR SHALL VERIFY,

IN THE FIELD, THE SIZE AND LOCATION OF THE EXISTING PIPE AT THE POINT OF

CONNECTION. ANY DEVIATION FROM THE PLANS SHALL BE RESOLVED BY THE

ENGINEER PRIOR TO TRENCHING.

10. CONTRACTOR IS RESPONSIBLE FOR VERIFYING LOCATION, PROTECTING, AND

SUPPORTING ALL EXISTING UTILITY SERVICES TO INDIVIDUAL PARCELS.

11. ALL CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE

HEALTH AND SAFETY LAWS OF THE STATE OF CALIFORNIA AND CAL/OSHA

STANDARDS.

12. TRENCH BACKFILL SHALL BE COMPACTED IN ACCORDANCE WITH THE CONTRACT

DOCUMENTS.

13. ALL EXCESS MATERIALS AND/OR DEBRIS SHALL BE REMOVED UPON COMPLETION

OF INSTALLATION.

14. ALL LINES ABANDONED DURING CONSTRUCTION SHALL BE ABANDONED IN PLACE

AS DESCRIBED IN THE CONTRACT DOCUMENTS.

15. THE CONTRACTOR MUST MAINTAIN ACCESS FOR RESIDENTS AT ALL TIMES AND

PLACE TEMPORARY RAMPS TO AFFECTED RESIDENTS' DRIVEWAYS AT THE END

OF EACH WORKING DAY IF A DROP OFF GREATER THAN 0.15' EXISTS. RAMP

MATERIALS MUST BE CONSISTENT WITH THAT OF THE ROADBED (OR ROADWAY)

SURFACE THAT IT IS TO BE PLACED UPON. PAYMENT FOR THIS WORK MUST BE

CONSIDERED AS INCLUDED IN THE VARIOUS ITEMS OF WORK INVOLVED.

16. THE CONTRACTOR MUST EXERCISE DUE CAUTION AND CAREFULLY PRESERVE

SURVEY BENCH MARKS, CONTROL POINTS, REFERENCE POINTS AND ALL

SURVEY STAKES, AND MUST BEAR ALL EXPENSES FOR REPLACEMENT AND/OR

ERRORS CAUSED BY THEIR UNNECESSARY LOSS OR DISTURBANCE.

17. ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THE

LATEST EDITION OF THE CITY OF WEST SACRAMENTO IMPROVEMENT

STANDARDS AND THE PROJECT SPECIAL PROVISIONS.

18. POTHOLES SHALL BE STRATEGICALLY LOCATED TO MINIMIZE THE TOTAL

NUMBER OF EXCAVATIONS. WHERE UTILITIES ARE KNOWN OR ANTICIPATED TO

RUN PARALLEL OR CROSS ONE ANOTHER, THE CONTRACTOR SHALL, WHERE

FEASIBLE, POSITION POTHOLES SO THAT A SINGLE POTHOLE MAY BE USED TO

EXPOSE, VERIFY, AND RECORD HORIZONTAL AND VERTICAL LOCATION

INFORMATION FOR MULTIPLE UTILITIES. THE INTENT IS TO MAXIMIZE

INFORMATION OBTAINED FROM EACH POTHOLE WHILE MINIMIZING PAVEMENT

DISTURBANCE, SUBJECT TO APPROVAL OF THE CITY ENGINEER. POTHOLES WILL

BE COUNTED BASED ON THE NUMBER OF POTHOLES MADE AND NOT THE

NUMBER OF UTILITIES LOCATED.

WATER

1. ALL SANITARY SEWER CONSTRUCTION AND MATERIALS SHALL CONFORM TO THE

CITY OF WEST SACRAMENTO STANDARD SPECIFICATIONS (LATEST EDITION) AND

PROJECT TECHNICAL SPECIFICATIONS.

2. SANITARY SEWER PIPE LATERALS SHALL BE OF THE SAME MATERIAL TYPE AND

DESIGNATION AS THAT USED FOR THE MAIN SANITARY SEWER PIPE. THE USE OF

FOUR (4) INCH DIAMETER SDR-35 PVC SEWER PIPE AND FITTINGS WILL NOT BE

PERMITTED. FOUR (4) INCH DIAMETER SDR-26 PVC SEWER PIPES AND FITTINGS SHALL

BE USED FOR LATERALS FOR BOTH SDR-26 AND SDR-35 PVC SEWER MAINS.

3. SANITARY SEWER MANHOLES SHALL BE MIN. 4000 PSI CONCRETE CAST-IN-PLACE OR

PRECAST REINFORCED CONCRETE CONFORMING TO ASTM DESIGNATION C-478.

MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE STANDARD DETAILS.

4. IRON CASTINGS FOR MANHOLE COVERS AND FRAMES SHALL CONFORM TO ASTM

DESIGNATION A-48, CLASS 35 AND BE OF THE DIMENSIONS SHOWN ON THE

STANDARD DETAILS.

5. ALL SEWER PIPE SHALL BE LAID WITH A MINIMUM OF 12 INCHES VERTICAL

CLEARANCE FROM WATER AND 6 INCHES CLEARANCE FROM ALL OTHER

IMPROVEMENTS AND UTILITIES, UNLESS OTHERWISE APPROVED BY THE CITY

ENGINEER. REFER TO THE PIPE COVER REQUIREMENTS IN SECTION 5 OF THE CITY

DESIGN STANDARDS FOR MINIMUM COVER.

6. PIPE ENTERING OR LEAVING MANHOLES OR OTHER STRUCTURES SHALL HAVE

JOINTS WITHIN 2-1/2 FEET OF THE MANHOLE BASE.

7. THE USE OF SADDLE ON THE SANITARY SEWER MAIN FOR SANITARY SEWER LATERAL

CONNECTIONS WILL NOT BE PERMITTED.

8. WHERE APPLICABLE, A TWO (2) INCH X TWO (2) INCH LETTER "S" SHALL BE STAMPED,

CHISELED, CUT, ETC. ON THE TOP OF ALL CONCRETE CURBS ON ALL SANITARY

SEWER LATERALS DIRECTLY ABOVE THE LOCATION WHERE THE LATERAL CROSSES

THE FLOW LINE OF THE GUTTER.

9. THE LATERAL LINE SHALL HAVE A CLEAN-OUT AT BACK EDGE OF SIDEWALK AS

SHOWN ON STANDARD DETAIL NO.401. LATERALS AND CLEANOUT SHALL NOT BE

LOCATED IN DRIVEWAYS UNLESS APPROVED OTHERWISE BY THE CITY ENGINEER.

10. WHEN CONNECTING TO AN EXISTING MANHOLE, FIRST CUT OUT AN OPENING IN THE

WALL OF THE MANHOLE. INSERT THE END OF THE PIPE THROUGH THE OPENING. THE

END OF THE PIPE SHALL BE FITTED WITH AN ELASTOMERIC COUPLING WITH A STEEL

BAND AND A RUBBER GASKET WATER STOP. THE OPENING AROUND THE PIPE SHALL

THEN BE PACKED WITH A STIFF MIX OF THOROUGHLY COMPACTED CEMENT MORTAR

COMPOSE OF ONE (1) PART TYPE II PORTLAND CEMENT AND THREE (3) PARTS CLEAN

SAND. CONNECTIONS SHALL BE CHECKED FOR WATER TIGHTNESS.

11. BEFORE ANY WORK IS STARTED ON ADJUSTING OR REPAIRING A MANHOLE, THE

CHANNELS IN THE BASE SHALL BE COVERED WITH STRIPS OF WOOD AND THE ENTIRE

BASE COVERED WITH A HEAVY PIECE OF CANVAS. THIS COVER SHALL BE KEPT IN

PLACE DURING ALL WORK, UPON COMPLETION OF THE WORK, THE WOOD STRIPS

AND THE CANVAS SHALL BE REMOVED FROM THE MANHOLE ALLOWING NO DEBRIS TO

FALL IN OR REMAIN IN THE MANHOLE.

12. TESTING OF SEWER LINES SHALL CONFORM TO SECTION 14 OF CITY STANDARD

SPECIFICATIONS.

13. ALL SEWER SERVICES SHALL BE CONNECTED TO THE NEW SEWER MAIN PER CITY OF

WEST SACRAMENTO STANDARD SPECIFICATIONS (LATEST EDITION).

14. THE MAJORITY OF THE EXISTING SEWER MAINS WITHIN THE PROJECT LIMITS WILL BE

REHABILITATED USING CURED-IN-PLACE PIPE (CIPP). THE CONTRACTOR SHALL

REVIEW AND VERIFY ALL SEGMENTS IDENTIFIED FOR CIPP REHABILITATION AND

SHALL PERFORM THE WORK IN ACCORDANCE WITH CITY OF WEST SACRAMENTO

STANDARD SPECIFICATIONS, PROJECT PLANS, PROJECT TECHNICAL SPECIFICATIONS

AND MANUFACTURER REQUIREMENTS.

GENERAL

1. ALL WATER CONSTRUCTION AND MATERIALS SHALL CONFORM TO THE

CITY OF WEST SACRAMENTO STANDARD SPECIFICATIONS (LATEST

EDITION).

2. WATER PIPE, FITTINGS, HYDRANTS AND VALVES MUST BE CAREFULLY

HANDLED AT ALL TIMES. ONLY SAFE, SUITABLE AND PROPER

EQUIPMENT AND APPLIANCES SHALL BE USED FOR THE LOADING,

HAULING, UNLOADING, HANDLING AND PLACING OF MATERIALS, SPECIAL

CARE SHALL BE EXERCISED SO THAT THE COATING ON PIPE, VALVES

AND FITTINGS WILL NOT BE DAMAGED. IF SUCH DAMAGE SHOULD

OCCUR, THE COATING SHALL BE REPAIRED TO THE SATISFACTION OF

THE CITY ENGINEER. CHAIN SLINGS WILL NOT BE PERMITTED. PIPE

LOADED ON TRUCKS OR STACKED ONE UPON ANOTHER SHALL BE

SUPPORTED ON WOODEN BLOCKING, PIPE HANDLED ON SKIDWAYS

SHALL NOT BE SKIDDED OR ROLLED AGAINST PIPE ALREADY ON THE

GROUND.

3. EACH SECTION OF PIPE AND EACH FITTING SHALL BE THOROUGHLY

CLEANED OUT BEFORE IT IS INSTALLED. ALL PIPE, FITTINGS, VALVES,

ETC. SHALL BE CAREFULLY LOWERED INTO THE TRENCH BY SUITABLE

TOOLS OR EQUIPMENT, IN SUCH A MANNER AS TO PREVENT DAMAGE TO

THE PIPE, LINING, COATING , FITTING OR OTHER APPURTENANCES.

UNDER NO CIRCUMSTANCES SHALL PIPE ACCESSORIES BE DROPPED

INTO THE TRENCH. BEVELS SHALL BE CUT OFF ENDS OF C900 PIPE

WHENEVER PIPE IS BEING INSTALLED USING MECHANICAL JOINT

FITTINGS.

4. THE PIPE SHALL BE LAID TRUE TO LINE, WITH NO VISIBLE CHANGE IN

ALIGNMENT AT ANY JOINT, UNLESS CURVED ALIGNMENT IS SHOWN ON

THE PLANS. IF CURVED ALIGNMENT IS SHOWN THE MAXIMUM

DEFLECTION AT ANY JOINT SHALL NOT EXCEED THE MANUFACTURER'S

RECOMMENDATION FOR THE TYPE OF PIPE AND JOINT BEING USED.

5. THRUST BLOCKS OF MIN. 4,000 PSI CONCRETE SHALL BE CAST-IN-PLACE

AT ALL BENDS, BEHIND EACH TEE, OR EACH CROSS, WHICH IS VALVED IN

SUCH A MANNER THAT IT CAN ACT AS A TEE, AND AT THE BACK OF FIRE

HYDRANTS UNLESS DESIGNATED OTHERWISE ON THE PLANS. THE

THRUST BLOCK SHALL EXTEND FROM THE FITTING TO UNDISTURBED

SOIL, SHALL BE KEPT CLEAR OF THE JOINTS, AND SHALL BE OF SUCH

BEARING AREAS AS TO ASSURE ADEQUATE RESISTANCE TO THE FORCE

TO BE ENCOUNTERED. CLASS "A" CONCRETE FOR THRUST BLOCKS

SHALL CONFORM TO SECTION 90-10 MINOR CONCRETE OF THE STATE

STANDARD SPECIFICATIONS. A CERTIFICATE OF COMPLIANCE SHALL BE

SUBMITTED TO THE CITY ENGINEER PRIOR TO THE PLACEMENT OF ANY

CLASS "A" CONCRETE TO BE FURNISHED MEETS ALL CONTRACT

REQUIREMENTS INCLUDING MINIMUM CEMENT CONTENT SPECIFIED.

THE CONTRACTOR SHALL INSURE THAT THE NUTS AND BOLT HEADS OF

BOLTED CONNECTIONS ARE NOT COVERED BY CONCRETE OR FROM

MATERIALS. THRUST BLOCKS SHALL BE INSTALLED IN CONFORMANCE

WITH THE STANDARD DETAILS.

6. VALVES SHALL BE SET PLUMB AND PROPERLY FITTED TO THE

ADJACENT SECTIONS OF THE MAIN. A VALVE BOX SHALL BE INSTALLED

OVER EACH VALVE.

7. JOINT RESTRAINTS SHALL HAVE 8-MIL POLYETHYLENE ENCASEMENT

CONFORMING TO AWWA C105. SUCH ENCASEMENT SHALL BE SECURED

USING 10 MIL WRAPPING TAPE.

8. THE WATER SERVICE LINE SHALL BE CONSIDERED AS A PART OF THE

MAIN FOR THE PURPOSE OF HYDROSTATIC TEST. WATER SERVICES MAY

BE BORED UPON APPROVAL OF THE CITY ENGINEER.

9. THE CONTRACTOR SHALL MAKE CONNECTIONS TO THE EXISTING MAINS

WHERE INDICATED ON THE PLANS. THE NEWLY INSTALLED FACILITIES

ARE TO BE KEPT ISOLATED FROM THE CITY SYSTEM UNTIL

BACTERIOLOGICALLY ACCEPTABLE.

10. SERVICE IN EXISTING MAINS CAN BE INTERRUPTED ONLY UPON

AUTHORIZATION BY THE CITY ENGINEER WHO WILL SPECIFY THE TIME

AND DURATION OF THE OUTAGE. THE CONTRACTOR SHALL NOTIFY ALL

AFFECTED USERS IN WRITING AT LEAST 48 HOURS IN ADVANCE OF

SERVICE INTERRUPTION, USING PRINTED FORMS APPROVED BY THE

CITY.

11. WATER SERVICE INTERRUPTION OF RESIDENCES OR BUSINESSES

SHALL NOT EXCEED FOUR (4) HOURS AND SHALL BE PRECEDED BY

NOTIFICATION TO RESIDENTS OR BUSINESS A MINIMUM OF TWO (2)

WORKING DAYS (48 HOURS) PRIOR TO SHUTDOWN OF SERVICE. WATER

SHUTDOWNS SHALL NOT OCCUR DURING A HOLIDAY WEEK. THE

NOTIFICATION OF WATER SERVICE INTERRUPTION SHALL BE IN A FORM

APPROVED BY THE CITY ENGINEER AND SHALL BE SUBMITTED TO THE

CITY ENGINEER FOR APPROVAL A MINIMUM OF FIVE (5) DAYS PRIOR TO

WATER SERVICE INTERRUPTION.

12. CONTRACTOR TO PROTECT EXISTING WATER IMPROVEMENTS, WHICH

MAY INCLUDE (BUT NOT LIMITED TO) EXISTING WATER LINES, THRUST

BLOCKS, FIRE HYDRANTS AND LATERALS.

13. WATER SERVICE SHALL BE MAINTAINED AT ALL TIMES DURING

CONSTRUCTION.

14. CONTRACTOR WILL MAKE ALL CONNECTIONS TO EXISTING WATER

MAINS. AFTER NEW WATER MAIN IS COMPLETED, ALL EXISTING WATER

LINES ARE TO REMAIN IN SERVICE UNTIL ABANDONED. CONTRACTOR

WILL ABANDON EXISTING WATER LINES AND FIRE HYDRANTS AS SHOWN

ON THE PLANS. COORDINATE WITH THE CITY INSPECTOR.

15. ALL WATER LINES SHALL BE PRESSURE TESTED, DISINFECTED, FLUSHED

AND TESTED FOR BACTERIA IN CONFORMANCE WITH THE CONTRACT

DOCUMENTS PRIOR TO FINAL ACCEPTANCE BY THE CITY OF WEST

SACRAMENTO.

16. SEPARATION OF NEW WATER MAINS FROM OTHER PIPELINES MUST

MEET THE REQUIREMENTS OF THE CALIFORNIA CODE OF REGULATIONS,

TITLE 22, SECTION 64572.

17. MEGA-LUG RESTRAINTS AT MJ FITTINGS AND BELL-HARNESS

RESTRAINTS ON PIPE JOINTS REQUIRING RESTRAINING DUE TO THRUST

AND/OR DDW SEPARATION REQUIREMENTS SHALL BE UTILIZED. THE USE

OF GASKET LOK IS NOT PERMITTED.

SEWER

SSSS

2"2"2"2"

1"1"1"1"

8"W

18"SD

10"SS10"SS

18"SD

8"W

AB - AGGREGATE BASE

AC - ASPHALT CONCRETE

ARV - AIR RELEASE VALVE

AVE - AVENUE

BLDG - BUILDING

BOV - BLOW-OFF VALVE

BOW - BACK OF WALK

COMM - COMMUNICATION

CIP - CAST IRON PIPE

CMP - CORRUGATED METAL PIPE

CL - CENTERLINE

DI - DRAINAGE INLET

DIA - DIAMETER

ELEC - ELECTRIC

ELEV - ELEVATION

EP - EDGE OF PAVEMENT

(E) - EXISTING

(F) - FUTURE

FH - FIRE HYDRANT ASSEMBLY

FL - FLOW LINE

INTX - INTERSECTION

JT - JOINT TRENCH

LF - LINEAR FOOT

MH - MANHOLE

NTS - NOT TO SCALE

PC - POINT OF CURVATURE

PCC - PORTLAND CEMENT CONCRETE

PP - POWER POLE

PT - POINT OF TANGENCY

(P) - PROPOSED

PVC - POLYVINYL CHLORIDE

R - RECYCLED WATER

R/W - RIGHT OF WAY

SVC - SERVICE

SD - STORM DRAIN

SS - SANITARY SEWER

ST - STREET

TBB - TOP BACK OF BERM

TBC - TOP BACK OF CURB

TBW - TOP BACK OF SIDEWALK

STA - STATION

W - WATER

WTR - WATER

WM - WATER METER

WS - WATER SERVICE

XING - CROSSING

ABBREVIATIONS LEGEND

1. ALL UNDERGROUND UTILITIES TO BE FIELD VERIFIED WITH REGARDS TO LOCATION,

DEPTH, TYPE OF MATERIAL, ETC.. PRIOR TO EXCAVATION OR CONSTRUCTION.

2. REFER TO CONTRACTOR CONSTRUCTION METHODOLOGY FOR CASING PIPE

PLACEMENT AND OPEN TRENCH VERTICAL SHORING.

3. BORING & JACKING SHALL BE LOCATED A MINIMUM OF 10' FROM THE EDGE OF

PAVEMENT IN RURAL AREAS, OR AT LEAST 5' BEYOND THE CONCRETE CURB AND

GUTTER OR AC DIKE IN URBAN AREA, OR AT LEAST 5' BEYOND THE TOE OF SLOPE OF

EMBANKMENTS.

4. PROTECTED BY PLACEMENT OF 6' CHAIN LINK FENCE OR TYPE-K-BARRIER AROUND

THEM

5. REFLECTORS SHALL BE AFFIXED TO THE SHORING ON ALL SIDES FACING TRAFFIC.

6. PITS SHALL NOT CREATE A HAZARD TO THE TRAVELING PUBLIC. DAMAGED CITY

FACILITIES SHALL BE REPLACED IN-KIND OR REPAIRED TO THEIR ORIGINAL STATE.

7. ALL PITS SHOULD HAVE CRUSHED-ROCK AND SUMP AREA TO CLEAR GROUNDWATER

AND WATER USED TO CLEAN THE CASINGS. PIT SHALL BE LINED WITH FILTER FABRIC

WHEN GROUNDWATER IS FOUND AND PUMPING IS REQUIRED.

8. TEMPORARY TYPE-K RAILING SHALL BE PLACED AT A 20:1 TAPER OR AS OTHERWISE

DIRECTED BY THE CITY REPRESENTATIVE TO MAINTAIN THE INTEGRITY OF THE

ADJACENT TRAVEL LANE.

9. UTILITY INSTALLATION PLACED BY BORE & JACK SHALL BE BASED ON THESE PLANS

AND AREMA MANUAL FOR RAILWAY ENGINEERING, VOLUME 1, CHAPTER 1, PART 5:

UTILITIES, AND SPECIFICATIONS FOR TRENCHLESS TECHNOLOGY PROJECTS",

LATEST EDITION.

10. PRIOR TO PROCEEDING WITH THE WORK, THE CONTRACTOR SHALL SUBMIT TO THE

ENGINEER FOR REVIEW AND APPROVAL A WRITTEN DESCRIPTION OF MATERIALS,

EQUIPMENT, METHOD, AND SEQUENCE OF OPERATIONS PROPOSED TO BE USED TO

FURNISH AND INSTALL THE CASING PIPE, OR THE DIRECT JACK PIPE, INCLUDING THE

CONVEYANCE PIPE GRADES.

11. CONTRACTOR SHALL ALSO PROVIDE DETAIL DRAWINGS AND STRUCTURAL

CALCULATIONS TO THE ENGINEER INDICATING THE MATERIALS AND METHODS TO BE

USE TO SHORE THE EXCAVATED JACKING AND RECEIVING PITS SIGNED BY A

STRUCTURAL ENGINEER LICENSED BY THE STATE OF CALIFORNIA. APPROVAL OF THE

PROPOSED METHOD BY THE ENGINEER SHALL NOT RELIEVE CONTRACTOR OF THE

FULL RESPONSIBILITY OF MAKING A SATISFACTORY INSTALLATION MEETING THE

CRITERIA SET FORTH HEREIN AND ON THE PLANS.

12. UPPR CONTACT: KRIS JONES (402)544-8553

UPPR (BORING & JACKING)

FIBEROPTIC CONDUIT

1. CONTRACTOR SHALL VERIFY ALL EXISTING UTILITY LOCATIONS AND DEPTHS PRIOR

TO COMMENCING WORK. POTHOLING IS REQUIRED TO POSITIVELY LOCATE ALL

UTILITIES WITHIN 5 FEET OF THE BORE ALIGNMENT.

2. HORIZONTAL DIRECTIONAL DRILLING (HDD), IF APPLICABLE, SHALL BE PERFORMED IN

ACCORDANCE WITH INDUSTRY BEST PRACTICES (E.G., NASTT GOOD PRACTICES

GUIDELINES) AND MANUFACTURER'S RECOMMENDATIONS.

3. CONTRACTOR SHALL SUBMIT AN HDD INSTALLATION PLAN FOR REVIEW PRIOR TO

MOBILIZATION. THE PLAN SHALL INCLUDE ENTRY AND EXIT LOCATIONS, BORE

PROFILE, EQUIPMENT, DRILLING FLUID MANAGEMENT, AND CONTINGENCY

MEASURES.

4. MINIMUM CONDUIT COVER SHALL BE 30 INCHES BELOW FINISHED GRADE UNLESS

OTHERWISE SHOWN ON THE PLANS OR DIRECTED BY THE ENGINEER.

5. CONTRACTOR SHALL MAINTAIN SEPARATION OF AT LEAST 12 INCHES VERTICAL AND

24 INCHES HORIZONTAL FROM EXISTING UTILITIES UNLESS OTHERWISE APPROVED.

6. DRILLING FLUID SHALL BE CONTAINED, MANAGED, AND DISPOSED OF IN

ACCORDANCE WITH ALL APPLICABLE REGULATIONS. NO DRILLING FLUID SHALL BE

DISCHARGED TO STORM DRAINS, WATERWAYS, OR ADJACENT PROPERTIES.

7. CONDUITS SHALL BE INSTALLED AS A CONTINUOUS RUN BETWEEN DESIGNATED

STRUCTURES UNLESS OTHERWISE SHOWN. PULL BOXES OR VAULTS SHALL BE

PROVIDED AS INDICATED.

8. CONTRACTOR SHALL PULL A MANDREL AND PROVIDE A DETECTABLE PULL TAPE OR

TRACER WIRE IN ALL CONDUITS UPON COMPLETION OF INSTALLATION.

9. CONTRACTOR SHALL REPAIR OR REPLACE, AT NO COST TO THE CITY, ANY DAMAGE

TO EXISTING UTILITIES, STRUCTURES, OR IMPROVEMENTS CAUSED BY THE HDD

OPERATIONS.

10. CONTRACTOR SHALL RESTORE ALL DISTURBED SURFACES, PAVEMENTS, AND

LANDSCAPING TO EQUAL OR BETTER CONDITION THAN EXISTING.

11. BORE PATH DEVIATIONS GREATER THAN 1 FOOT FROM THE PLAN ALIGNMENT SHALL

BE REPORTED IMMEDIATELY TO THE ENGINEER FOR REVIEW AND APPROVAL.

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HOR. SCALE:

VERT. SCALE:

REY PROJ NO.

SHEET NO. OF

REVIEWER:

DATE:

DRAFTER:

DESIGNER:

DRAWING INFO

DRAWING SCALE

TIO

ENGINEER'S STAMP

CIP NO.

A A

NEW CHANNEL

EXISTING PCC BENCH TO BE

CHISELED OUT AND RESURFACED (E)MANHOLE

1/2" CEMENT MORTAR"DIA" X 1' STUB

(E)BENCH

(E)OUTLET

(E)CHANNEL

(E)PRECAST CONCRETE

MANHOLE

CORE CUT HOLE (DIA = OD+ 2" MAX)

OR PER MANUFACTURE'S

REQUIREMENT FOR BOOT

SECURELY FASTEN "DIA" X 1' STUB INTO

CORED HOLE WITH CEMENT MORTAR

(E)PIPE

CHISEL OUT (E)CONCRETE

CHANNELS AND BENCHES TO

FORM NEW SMOOTH

CHANNELS AND SURFACE

WITH 1/2" CEMENT MORTAR

"DIA" X 1' STUB

CORE CUT HOLE

(DIA = OD+ 2" MAX)

OR PER

MANUFACTURER'S

REQUIREMENTS FOR

BOOT

(E)PIPE

(E)CONCRETE

MANHOLE

SECTION ELEVATION A-A

SECTIONAL PLAN OF BASE

SECTIONAL ELEVATION B-B CHANNEL BASE

FOR PIPE TO BE ABANDONED

FOR PIPE TO REMAIN IN SERVICE

(E)PIPE TO BE CUT

COMPACTED BEDDING MATERIAL

PER SPECIFICATIONS

LINE CAP COUPLING

SAWCUT PIPE TO BE

ABANDONED PER

SPECIFICATIONS

4' MIN

JOINT TO CUT END

FOR PIPE NOT TO REMAIN IN

SERVICE, FILL PIPE END

W/CONCRETE.

MUSHROOM CONCRETE 6"

BEYOND END OF PIPE

2' MIN

SAWCUT PIPE & FILE TO

REMOVE SHARP EDGES

UNDISTURBED SOUL

6" TYP

ENCASE COUPLING

IN CONCRETE

fc=2500psi

SEE DETAIL 'A', BELOW

12"

DETAIL 'A'

NOTES:

1. REFERENCE CITY OF WEST SACRAMENTO DETAIL 404 FOR SANITARY

SEWER MANHOLE STRUCTURE

2. SIDEWALK REPAIR

1EX. CONCRETE CLASS "A" CONCRETE COLLAR

2 4" PCC / 4" AB PER CITY STANDARD DETAIL #201

(E)PIPE

(E)MANHOLE

INNER WALL

(E)PIPE

(E)MANHOLE

OUTER WALL (E)PIPE

PLAN VIEW

PLUG WITH CONCRETE 12"

INTO PIPE. SMOOTH TO

CONFORM TO INSIDE WALL

OF MANHOLE

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HOR. SCALE:

VERT. SCALE:

REY PROJ NO.

SHEET NO. OF

REVIEWER:

DATE:

DRAFTER:

DESIGNER:

DRAWING INFO

DRAWING SCALE

TIO

ENGINEER'S STAMP

CIP NO.

CONNECT TO (E)SEWER MANHOLE

N.T.S.

CUT AND CAP

N.T.S.

SEWER REPAIR

N.T.S.

SEWER MANHOLE IN SIDEWALK

N.T.S. 6

MANHOLE PLUG

N.T.S. 5

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HOR. SCALE:

VERT. SCALE:

REY PROJ NO.

SHEET NO. OF

REVIEWER:

DATE:

DRAFTER:

DESIGNER:

DRAWING INFO

DRAWING SCALE

TIO

ENGINEER'S STAMP

CIP NO.

1 2

CONNECT TO EXISTING WATER SYSTEM - LOCATION F

A. INSTALL VERTICAL BEND TO MATCH (E)W PIPE CONNECTION

ELEVATION, IF NECESSARY.

B. CONTRACTOR SHALL VERIFY EXISTING WATER PIPE ALIGNMENT

AND AN ADDITIONAL HORIZONTAL BEND MAY BE REQUIRED AT

NO ADDITIONAL COMPENSATION.

NOTES

(N)8" W PVC

PIPE

(E)8" W PIPE

(E) 8" W PIPE

CONTRACTOR TO

VERIFY (E)ALIGNMENT

E STREET

BID ALTERNATIVE 3

E ST. TO RIVER WALK TRAIL

1. 8" FLANGE TEE

2. 8" FLANGE x MJ ADAPTER

3. 8" FLANGE x MJ GATE VALVE

CONNECT TO EXISTING WATER SYSTEM - LOCATION A

N.T.S.

A. INSTALL VERTICAL BEND TO MATCH (E)W PIPE CONNECTION

ELEVATION, IF NECESSARY.

NOTES

B STREET

(E)8" W PVC PIPE

(N)8" W

PVC PIPE

REMOVE (E)BOV

1. 8" MJ 45° BEND (ROLLED)

CONNECT TO EXISTING WATER SYSTEM - LOCATION C

N.T.S.

A. INSTALL VERTICAL BEND TO MATCH (E)W PIPE CONNECTION

ELEVATION, IF NECESSARY.

NOTES

C STREET

(N)12" W

PVC PIPE

(E)12" W PIPE

(E) 12" GATE VALVE

CONTRACTOR TO

VERIFY FLANGE

OR MJ

(E)12" W PIPE

(N)12" W

PVC PIPE

1. 12" FLANGE TEE

2. 12" FLANGE GATE VALVE

3. 12" FLANGE x MJ ADAPTOR

CONNECT TO EXISTING WATER SYSTEM - LOCATION B

N.T.S.

A. INSTALL VERTICAL BEND TO MATCH (E)W PIPE CONNECTION

ELEVATION, IF NECESSARY.

B. THE EXISTING GATE VALVE IS ASSUMED TO BE FLANGED.

CONTRACTOR MUST VERIFY THE CONNECTION TYPE IN

ADVANCE OF MAKING TIE-IN.

NOTES

N D

S T R

E E T

8" W PVC PIPE

(E)8" W PIPE

(E)6" GATE VALVE

(E) 6" W PIPE

ASSUMED MATERIAL DIP

1 2

1. 8"x6" FLANGE TEE

2. 8" FLANGE x MJ ADAPTOR

CONNECT TO EXISTING WATER SYSTEM - LOCATION D

N.T.S.

A. INSTALL VERTICAL BEND TO MATCH (E)W PIPE CONNECTION

ELEVATION, IF NECESSARY.

NOTES

(E)8" PVC W PIPE

(N)12" W

PVC PIPE

BID ALTERNATIVE 1

JACK & BORE TO 6TH STREET

1. 8" FLANGE TEE

2. 8" FLANGE GATE VALVE

3. 8" FLANG x MJ ADAPTER

4. 12" x 8" FLANGE REDUCER

5. 12" FLANGE 45° BEND (ROLLED)

6. 12" FLANGE x MJ ADAPTOR

CONNECT TO EXISTING WATER SYSTEM - LOCATION E

N.T.S.

A. INSTALL VERTICAL BEND TO MATCH (E)W PIPE CONNECTION

ELEVATION, IF NECESSARY.

B. CONTRACTOR SHALL BID THIS CONNECTION UTILIZING A 14"X8"

TAPPING SLEEVE.

C. SCHEMATIC OF TEE AND REDUCER SHOWN FOR ALTERNATE IF

DETERMINED IN THE FIELD A TAPPING SLEEVE CANNOT BE UTILIZED.

NOTES

8" W PVC

PIPE

(E) 14" W PVC PIPE

W A T E R

F R

O N T P

BID ALTERNATIVE 2

WATERFRONT PLACE FH LATERAL

1. 14" FLANGE TEE (SEE NOTE B)

2. 14" x 8" FLANGE REDUCER

3. 8" FLANGE x MJ GATE VALVE (FH ISOLATION VALVE)

4. 14" FLANGE x MJ ADAPTER

2 34

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VERT. SCALE:

REY PROJ NO.

SHEET NO. OF

REVIEWER:

DATE:

DRAFTER:

DESIGNER:

DRAWING INFO

DRAWING SCALE

TIO

ENGINEER'S STAMP

CIP NO.

B DCA

CONNECT TO EXISTING GENERAL NOTES:

1. EACH CONNECT TO EXISTING WATER SYSTEM DETAIL IS ITS OWN BID ITEM.

2. NEW WATER PIPE SHOWN TO BE INSTALLED IS NOT INCLUDED IN THE BID PRICE FOR THAT RESPECTIVE CONNECT TO EXISTING LOCATION.

3. ALL FITTINGS, VALVES, REMOVAL OF (E)BOV, ETC. ARE INCLUDED IN THE BID PRICE FOR THAT RESPECTIVE CONNECT TO EXISTING LOCATION.

4. CONTRACTOR SHALL VERIFY ALL CONNECTION POINT ELEVATIONS AND SHALL BE INCLUDED IN THE CONNECT TO EXISTING WATER SYSTEM BID ITEM.

ADDITIONAL VERTICAL/HORIZONTAL FITTINGS MAY BE REQUIRED AND ADDITIONAL COMPENSATION WILL NOT BE ALLOWED.

5. PROVIDE COUPLINGS TO CONNECT THE NEW WATER PIPE AND FITTINGS TO THE EXISTING WATER PIPE AS NEEDED.COUPLINGS ARE NOT SHOWN FOR

CLARITY PURPOSES. THIS SHALL BE INCLUDED IN THE VARIOUS BID ITEMS FOR CONNECT TO EXISTING WATER SYSTEM.

SS SS SS SS SS SS SS

SD SD SD SD SD SD

D D

10"SS

8"SS

"S D

15"SD

SSSS

W W

C C C

C C

S S

W W

C C C

C C

8"SS

15"SD

8"SD

12"SD

D 8"

12"SS

6" W

12" W

8" W

6" W

SS SS

D 15"SD

14" W

8"SS S

6" W

SSSS SS

SSSSSS

SS SS SS

SD SD SD SD SD SD

S S

8"SS

12"SD

12"SD15

"S D

33"SD33"SD33"SD

12"SS

OHE

O H

OHE

O H

E W

W W W W W

W W W

W W W W

SS SS

8"S S

18"SD

15"SD

8"SS

" W

6" W

16" W

8" W

" W

6" W

O H

CO CO

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35000 9303.001

HOR. SCALE:

VERT. SCALE:

SHEET NO. OF

REVIEWER:

DATE:

DRAFTER:

DESIGNER:

DRAWING INFO

DRAWING SCALE

TIO

ENGINEER'S STAMP

REY PROJ NO.CIP NO.

SCALE IN FEET

0 40'20' 80'

1. PRIOR TO (E)WATER TO BE CUT AND CAPPED PIPE SHALL BE

DRAINED TO FULLEST EXTENT POSSIBLE.9

2. CONTRACTOR TO POTHOLE EXISTING WATERLINES TO CONFIRM

EXACT SIZE, DEPTH AND LOCATION OF WHERE ABANDONMENT

WILL OCCUR.

3. EXISTING WATER PIPE, WATER SERVICES AND FIRE HYDRANTS ARE

TO REMAIN IN SERVICE WHILE NEW SERVICES, WATER PIPES AND

FIRE HYDRANTS ARE INSTALLED. CONTRACTOR SHALL SUBMIT A

CONNECTION AND ABANDONMENT PLAN TO THE CITY FOR

APPROVAL PRIOR TO ANY SYSTEM OUTAGES OR CONNECTIONS.

CONTRACTOR SHALL COORDINATE CROSS OVERS TO NEW

SYSTEM WITH CITY AND MINIMIZE OUTAGE DURATIONS.

4. A MINIMUM OF 2 CONNECTIONS TO EXISTING SYSTEM ARE

REQUIRED PRIOR TO ANY SERVICE OR FIRE HYDRANT CROSS

OVERS.

5. EMPTY METER/UTILITY BOXES SHALL BE REMOVED AND SITE

RESTORED TO MATCH ADJACENT. CONTRACTOR SHALL CONFIRM

WITH CITY REPRESENTATIVE BEFORE REMOVING.

6. DEMOLISH, DISMANTLE AND REMOVE THE FIRE HYDRANT DOWN TO

THE BURIED HYDRANT ELBOW. CUT AND CAP (E)FIRE HYDRANT

ELBOW PER DETAIL 4 ON SHEET C04. CUT & CAP BOTH ENDS TO BE

INCLUDED IN THIS BID ITEM. SALVAGE EXISTING HYDRANT AND

DELIVER TO PUBLIC WORK'S CORP YARD.

7. WATER LINES TO BE ABANDONED, CUT & CAPPED, AND VALVES

ABANDONED IN PLACE WHERE THEY WILL BE CONNECTED TO AN

ACTIVE LINE WILL REQUIRE THE PROPER THRUST BLOCK AND

TRANSITION PIPING TO MEET CITY OF WEST SACRAMENTO

STANDARDS.

8. ONCE THE LINE IS ABANDONED AND THE GATE VALVE SHOWN TO

BE ABANDONED IS NOT CONNECTED TO AN ACTIVE MAIN, THEN

DETAIL 2 ON SHEET C03 CAN BE FOLLOWED. GATE VALVES SHOWN

TO BE ABANDONED BUT CONNECTED TO AN ACTIVE MAIN SHALL BE

REMOVED AND SALVAGED AND RETURNED TO CORP YARD. A BLIND

FLANGE SHALL BE PLACED IN ITS PLACE WITH PROPER THRUST

BLOCKS. NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR

THESE LOCATIONS.

SYMBOLS ENLARGED FOR CLARITY

ABANDON (E)PIPE IN-PLACE

LEGEND

CUT AND CAP (E) PIPE

(SEE DETAIL 4 ON SHEET C04)

PLAN SCALE:

E ST

2N D

3R D

WATERFRONT PL

C ST

5TH

CALIFORNIA ST

6TH ST

REMOVE & SALVAGE

(E)FIRE HYDRANT.

SEE NOTE 6.

REMOVE & SALVAGE

(E)FIRE HYDRANT.

SEE NOTE 6.

ABANDON (E)VALVE

(SEE DETAIL 2 ON SHEET C03)

BID ALTERNATIVE 2

BID ALTERNATIVE 3

SEE NOTE 8

TOP=23.67

+8 0.

)S D

+3 5.

+3 2.

)C O

M M

+5 2.

)W X

+4 5.

)S S

227.56 LF OF 8" PVC C900 WATER

(E)12" SEWER

(E)15" STORM DRAIN

" M

(E)8" SEWER

(E)8" WATER

EG @ TOP OF PIPE

ELEV: 23.2

ELEV: 23.1

EG @ ℄ LINE

+9 3.

" F H

173.98 LF 8" PVC

C900 WATER

EG @ TOP OF PIPE

ELEV: 36.7

SS SS SS

SD SD SD

W W

C C C

C C

S S

W W

C C C

C C

8"SS

15"SD

8"SD

12"SD

D 8"

12"SS

6" W

12" W

8" W

20 21 22 2350 50 50 50

APN 010-374-012 APN 010-374-013

(E)BOW

R/W

(TYP)

8" W

21+35.88 (13.68'L)

CONNECT TO (E)WATER SYSTEM

1 - 8" GATE VALVE

1 - 8" TEE

CONTRACTOR TO VERIFY (E)WATER ALIGNMENT

22+36.84 (13.63'L)

45° BEND

22+64.21 (40.99'L)

45° BEND

22+99.99 (40.97'L)

11.25° BEND

23+97.60 (60.45'L)(E)FENCE

(E)FENCE

22+57.78 (34.11'L)

BEGIN CONSTRUCTION OF

WATER MAIN

IN LANDSCAPE AREA

1 - 8"x6" REDUCER

1 - 6" GATE VALVE

(E)EP

(E)TBC

(E)EP

(E)TBC

(E)BOW

(E)TBC CONNECT TO

(E)IRRIGATION

(E)WATER TO BE

ABANDONED

W W6" W

(E)CONC RAMP

(E)CONCRETE

WALKWAY

8" W

CONNECT TO

(E)RESTROOM

BUILDING

(E)BOW

(E)EDGE OF CONCRETE

WALKWAY

23+61.42 (32.78'L)

45° BEND

23+97.60 (60.45'L)

45° BEND INSTALL FIRE HYDRANT

PER CITY STD. #515

24+09.75 (151.60'L)

45° BEND

1 - 8"x6" REDUCER

1 - 6" GATE VALVE

C O

N N

T TO

(E)IR

ATIO

(E)WATER TO

BE ABANDONED

(E)W

ATER

ABAN

O N

SEE SHEET C07

LINE DATA

BEARING

S81° 31' 48"E

LENGTH

379.73'

82.17'

POTABLE WATER

PIPE LINE DATA

L10

L11

L12

L13

L14

L15

L16

BEARING

S81° 30' 21"E

N53° 29' 39"E

S81° 30' 21"E

S73° 56' 09"E

N61° 03' 51"E

N16° 03' 51"E

N61° 03' 51"E

LENGTH

100.95'

38.70'

35.78'

61.97'

45.55'

91.95'

4.51'

SIZE

(E )2

(E )3

(E )4

SCALE IN FEET

0 40'20' 80'

DRAWING SCALE

HOR. SCALE:

VERT. SCALE:

SHEET NO. OF

REVIEWER:

DATE:

DRAFTER:

DESIGNER:

DRAWING INFO

DRAWING SCALE

TIO

REY PROJ NO.CIP NO.

E ST

T H

M A T C H

E S

T A

E S

T R

E E T

S T A

C L

A T E R

2ND ST

(SEE THIS SHEET)

MATCHLINE STA 23+50 (E STREET)

STA 12+41.76 (CL 8" WATER)

SCALE IN FEET

0 40'20' 80'

CL 8" WATER

23+0022+0021+0020+00

25+0024+00

MATCH POINT

ENGINEER'S STAMP

C08 C17

JWF

KH, JQ

KH, JQ, NA

3/20/2026

Y O

F W

E S T S

A C R

A M

E N T O

W A T E R

P L A N

P R

O F

E E

S T

R D

N D

L T

T I

E U

P R

O V E M

E N T P

L A N S F

O R

: C A L

O R

3 4

CONNECTION NOTES:

F CONNECT TO (E)W SYSTEM - F

· CONNECT TO (E)W SYSTEM PER

CONNECTION DETAIL F, SHEET C06.

EXIST GRADE

ABOVE W PIPE

PROPOSED GRADE

AT TOP OF W PIPE

EXIST GRADE

ABOVE W PIPE

PROPOSED GRADE

AT TOP OF W PIPE

1. CONTRACTOR SHALL RESTORE ANY

DAMAGE TO LANDSCAPE AREA CAUSED

DURING INSTALLATION OF WATER MAIN

AND COST SHALL BE INCLUDED IN

VARIOUS WORK.

2. CONTRACTOR TO VERIFY EXISTING

IRRIGATION AND RESTROOM SERVICE

CONNECTIONS AND RECONNECT TO

NEW 8" WATER PIPE.

3. CONTRACTOR SHALL CONTACT THE

FIRE DEPARTMENT 72 HOURS IN

ADVANCE PRIOR TO REMOVING OLD

HYDRANT AND INSTALLING THE NEW

ONE. CONFIRM WITH FIRE DEPARTMENT

THE ALLOTTED TIME FOR FIRE

HYDRANT TO BE OUT OF SERVICE.

CONSTRUCTION NOTES:

BID ALTERNATIVE 3

SS SS

D 15"SD

14" W

8"SS S

6" W

9 10 11 12 13 14 50 50 50 50

(E)TBC

R/W

(TYP)

8" W

10+78.96 (15.01' L)

CONNECT TO (E)WATER SYSTEM

1 - 14" TEE W/ (1)14"x8" REDUCER

1 - 8" GATE VALVE (EAST)

10+78.68 (6.28'R)

22.5° BEND

10+62.82 (44.25'R)

22.5° BEND

10+62.40 (53.41'R)

FH PER STD DTL 515

+5 2.

)2 " B

O V

+6 2.

" F H

+5 8.

)6 " F

+1 1.

)S D

M H

+3 1.

H +3

(E )C

O M

(E)TOP 18.52

EG @ ℄ LINE

(E)8" SEWER

(E)15" STORM DRAIN

(E)14" WATER

SS SS

S S

8"SS

W W W

21"SD

8" W

T T

FO FO FO FO FO FO

2 3

50 50

R/W

(TYP)

8" W

(E)TBC

(E)EP

(E)TBC

(E)EP

(E)GATE

(E)BIKE PATH

4+61.26 (0.61'L)

11.25° BEND

6+14.70 (0.34'R)

CONNECT TO (E)WATER SYSTEM

1 - 8"x6" TEE

(FH LATERAL ASSUMED TO BE 6")

5+12.95 (5.46'R)

22.5° + 11.25° BEND

5+68.45 (1.11'L)

45° BEND

5+42.57 (10.20'R)

1" ARV

(E)EP

(E)BOW (E)FENCE

(E)EP

(E)TBC (E)GATE

3+41.26 (8.33'L)

CONNECT TO (E)WATER SYSTEM

45° BEND 3+55.60 (4.64'R)

45° BEND

(E)EP

3+44.40 (17.62'L)

REMOVE (E)BOV

+4 1.

)2 " B

O V

+4 5.

)6 "x

8" x8

" T

+4 7.

+1 8.

+1 4.

)F H

+4 1.

)S D

M H

TOP=25.59

TOP=29.60

TOP=37.01

TOP=33.34

R=1200.0'

R=1500.0'

R=778.3'

+1 1.

O N

+4 6.

)C O

M M

+4 2.

" A R

1"1"

+1 4.

EG @ ℄ LINE

321.03 LF OF 8" PVC C900 WATER

" M

(E)8" SEWER

(E)8" WATER

EG @ TOP OF PIPE

ELEV: 32.7

EG @ TOP OF PIPE

LINE DATA

BEARING

N8° 28' 07"E

LENGTH

469.92'

LINE DATA

BEARING

S81° 16' 16"E

S77° 42' 34"E

S6° 39' 20"W

LENGTH

171.37'

203.27'

62.16'

CURVE DATA

LENGTH

60.89'

RADIUS

44.29'

DELTA

78°46'27"

CLPOTABLE WATER

PIPE LINE DATA

L17

L18

L19

BEARING

S80° 41' 15"E

S58° 51' 37"E

S78° 52' 14"E

LENGTH

20.30'

41.15'

9.17'

SIZE

POTABLE WATER

PIPE LINE DATA

L20

L21

L22

L23

L24

BEARING

S35° 33' 25"E

S80° 33' 25"E

S70° 18' 25"E

S36° 33' 25"E

S8° 26' 35"W

LENGTH

19.34'

105.79'

50.99'

49.67'

46.29'

SIZE

+2 1.

" F H

+5 7.

)S D

M H

+6 9.

H +6

5° B

+5 3.

5°

EG @ TOP OF PIPE

(E)8" SEWER

121.49 LF OF 8"

PVC C900 WATER

ELEV: 17.4

ELEV: 23.6

ELEV: 17.4

(E )2

(E )3

(E )2

(E )3

(E )4

(E )3

SCALE IN FEET

0 40'20' 80'

DRAWING SCALE

HOR. SCALE:

VERT. SCALE:

SHEET NO. OF

REVIEWER:

DATE:

DRAFTER:

DESIGNER:

DRAWING INFO

DRAWING SCALE

TIO

REY PROJ NO.CIP NO.

WATERFRONT PL

11+0010+00

SCALE IN FEET

0 40'20' 80'

2ND ST3RD ST

02+0001+00

B ST

03+00 04+00 05+00 06+00

40 40

ENGINEER'S STAMP

C09 C17

JWF

KH, JQ

KH, JQ, NA

3/20/2026

Y O

F W

E S T S

A C R

A M

E N T O

W A

R P

P R

O N T

P L

S T

T I

E U

P R

O V E M

E N T P

L A N S F

O R

: C A L

O R

A CONNECT TO (E)W SYSTEM - A

· CONNECT TO (E)W SYSTEM PER

CONNECTION DETAIL A, SHEET C06.

B CONNECT TO (E)W SYSTEM - B

· CONNECT TO (E)W SYSTEM PER

CONNECTION DETAIL B, SHEET C06.

CONNECTION NOTES:

E CONNECT TO (E)W SYSTEM - E

· CONNECT TO (E)W SYSTEM PER

CONNECTION DETAIL E, SHEET C06.

CONNECTION NOTES:

FIRE HYDRANT PROFILE

EXIST GRADE

ABOVE W PIPE

PROPOSED GRADE

AT TOP OF W PIPE

EXIST GRADE

ABOVE W PIPE

PROPOSED GRADE

AT TOP OF W PIPE

10+00 11+009+00

BID ALTERNATIVE 2

SS SS SS

SS SS SS SS SS SS

8"SS

33"SD

15"SD

15"SS

12"SS

O H

OHE

W W

8"SS

18"SD

36"SD

8"SS

15"SD

24"SD

16" W

6" W

OHE

O H

E O

H E

OHE OHE

O H

8" W

5 6 7 8 9

50 50 50 50

APN 010-193-005

APN

010-193-007APN 010-193-009

APN 010-194-011APN 010-191-011

(E)RR TRACK

(E)FENCE

(E)GUARDRAIL

(E)EP

R/W

(TYP)

12" W

5+06.42 (8.54'L)

CONNECT TO (E)WATER SYSTEM

1 - 8" TEE W/(1) 12"x8" REDUCER

2 - 8" GATE VALVES (NORTH, EAST)

8+90.84 (14.93'L)

11.25° BEND 9+28.15 (14.92'L)

22.5° BEND

10+07.73 (2.85'L)

11.25° BEND

11+42.43 (19.37'L)

5+09.94 (12.09'L)

45° BEND

5+53.64 (12.89'L)

END 20" STEEL CASING

6+64.98 (12.18'L)

END 20" STEEL CASING

112 LF OF 20" STEEL CASING

7+27.59 (13.06'L)

2" BOV OR

1" ARV (BID ALT 1)

R/W

(TYP)

1" WATER SERVICE LINE

CONNECT TO (E)WATER METER

1" WATER SERVICE LINE

CONNECT TO (E)WATER METER

1" WATER SERVICE LINE

CONNECT TO (E)WATER METER

(E)W

ATER

ETER

6+16.98 (12.57'L)

CL OF RAIL

5+98.64 (12.49'L)

CL OF RAIL

FIRE HYDRANT LATERAL

TO GO UNDER (E)WATER

10+13.31 (38.56'R)

FH PER STD DTL 515

40 LF OF LATERAL

10+17.76 (1.70'L)

12X6" TEE

(1) 12" GATE VALVE (SOUTHEAST)

(1) 6" GATE VALVE (SOUTHWEST)

SEE SHEET C07 (TYP.)

(E)6" AC WATER

(ABND)

+3 0.

+2 7.

U T

+0 9.

)2 " B

O V

+9 7.

)6 "x

6" x6

" T

+1 4.

)W B

+2 4.

)W B

+3 8.

)1 6" x1 6" x8 " T

+4 7.

)W B

+0 2.

)1 6" x1 6" x8 " T

+5 7.

)1 6" x1 6" x8 " T

+9 5.

)2 " B

O V

+5 7.

)1 1 2"

+2 4.

+3 8.

)1 8"

S D

+5 3.

)S D

M H

+4 6.

+9 4.

)S D

D I

+2 1.

)S D

M H

+1 0.

+2 6.

+1 4.

+4 6.

)F O

+2 8.

)F O

+1 2.

)J T

+4 5.

)3 0"

S D

+7 0.

)2 4"

S D

TOP=20.51

TOP=19.07

+5 3.

+6 4.

N D

+0 0.

)W B

+0 6.

" T

W / 1

2" x8

" R

U C

(E)TOP 20.33

TOP=20.51

+4 3.

)W B

(E)8" PVC WATER

(E)15" SEWER

(E)18" STORM DRAIN

(E)16" WATER

(E)6" WATER

(E)8" SEWER

(E)36" STORM DRAIN (E)33" STORM DRAIN

(E)12" SEWER

+2 7.

" B

W -O

A R

R B

+4 9.

+1 7.

181.31 LF OF 12" PVC OF DR-18

C900 WATER

12" DUCTILE IRON WATER PIPE

IN 20" STEEL CASING

(BID ALT 1)

" M

(P)40" SSMH

(SEE SHEET C13)

ELEV: 19.6

ELEV: 19.4

EG @ TOP OF PIPE

93.53 LF OF 12" PVC OF DR-14

C900 WATER

STA 9+08.90 TO 9+82.43

51.19 LF OF 12" PVC OF DR-18

C900 WATER (BID ALT 1)

68.10LF OF 12" PVC OF DR-18

C900 WATER (BID ALT 1)

21.13 LF OF 12" PVC OF DR-14

C900 WATER

STA 10+78.87 TO 11+00

96.44 LF OF 12" PVC OF DR-18

C900 WATER

SS SS

SSSS

SS SS SS

SD SD SD SD SD

S S

S D

8"SS

12"SD

12"SD15

"S D

33"SD33"SD33"SD

12"SS

OHE

W W W W W

W W W W

FO FO FO

SS SS

15"SD

8"SS

16" W

8" W

" W

6" W

FO FO FO

12 13 14

50 50 50

APN

010-193-004

APN

010-193-003

APN

010-193-002

APN

010-193-011

R/W

(TYP)

12" W

APN

010-481-001

11+30.31 (19.57'L)

22.5° BEND

11+42.43 (19.37'L)

22.5° BEND

14+08.03 (1.96' R)

CONNECT TO (E)WATER SYSTEM

1 - 12" TEE

2 - 12" GATE VALVE (WEST, SOUTH)

1" WATER

SERVICE LINE

CONNECT TO

(E)WATER METER

1" WATER SERVICE

LINE CONNECT TO

(E)WATER METER

1" WATER SERVICE

LINE CONNECT TO

(E)WATER METER

+3 2.

+9 5.

+7 6.

+0 9.

)W T

+2 5.

)W B

+3 2.

)W B

+5 2.

H (A

+6 8.

(E )G

(E )S

+7 5.

)1 2"

S S

+8 9.

H +8

(E )1

0" S

+5 9.

+1 9.

)S D

M H

+2 7.

H +2

(E )1

5" S

+5 9.

+9 2.

+6 1.

)F O

+9 9.

)S D

M H

+8 2.

)F O

TOP=19.07

+0 8.

2" x1

2" T

(E )1

6" x1

2" C

R O

(E)8" SEWER

(E)12" SEWER

(E)8" SEWER

(E)6" WATER

(E)16" WATER

(E)33" STORM DRAIN

(E)8" SEWER

288.43 LF OF 12" PVCDR-14 C900

WATER

EG @ ℄ LINE

" M

20.00 LF OF 12" PVC DR-14 WATER

+90.97 22.25° BEND

ELEV: 18.0

+59.20 22.25° BEND

ELEV: 18.0

+65.09 22.25° BEND

ELEV: 15.5

+85.09 22.25° BEND

ELEV: 15.5

ELEV: 18.0

EG @ TOP OF PIPE

LINE DATA

BEARING

N8° 44' 42"E

S82° 49' 16"E

S79° 23' 26"E

LENGTH

383.86'

272.60'

5.50'

CL CL

CURVE DATA

LENGTH

112.23'

221.22'

RADIUS

234.72'

DELTA

27°23'44"

53°59'59"

POTABLE WATER

PIPE LINE DATA

L25

L26

L27

L28

L29

L30

L31

BEARING

N36° 30' 33"W

N8° 29' 27"E

N19° 44' 43"E

N42° 14' 43"E

N51° 25' 59"E

N75° 59' 43"E

S81° 38' 28"E

LENGTH

5.00'

382.54'

39.63'

83.06'

128.00'

13.13'

270.67'

SIZE

12"

(E )2

(E )3

(E )2

C10 C17

JWF

KH, JQ

KH, JQ, NA

3/20/2026

Y O

F W

E S T S

A C R

A M

E N T O

W A T E R

P L A N

P R

O F

T H

S T

A L T

C S

T C

T I

E U

P R

O V E M

E N T P

L A N S F

O R

: C A L

O R

1" = 4' 1" = 40'

SCALE IN FEET

0 40'20' 80'

DRAWING SCALE

HOR. SCALE:

VERT. SCALE:

SHEET NO. OF

REVIEWER:

DATE:

DRAFTER:

DESIGNER:

DRAWING INFO

DRAWING SCALE

TIO

REY PROJ NO.CIP NO.

6TH ST

(SEE THIS SHEET)

MATC

HLI

STA

1+0

0.0

10+009+008+007+005+00 6+00

11+00

SCALE IN FEET

0 40'20' 80'

13+00 14+0012+00

(SEE THIS SHEET)

M A T C H

E S

T A

C ST

U P R

CALIFORNIA ST

SACRAMENTO AVE

T H S

MATCH POINT

(P)SEWER SHOWN

FOR REFERENCE

(SEE SHEET C13)

5TH ST

11+00

ENGINEER'S STAMP

5TH ST

CONSTRUCTION NOTES:

1. FIELD VERIFY LOCATIONS FOR EXISTING WATER SERVICE

LINES, TAPS, AND APPURTENANCES; TYP. RECONNECT

EXISTING WATER SERVICES PER CITY STANDARD #501

2. UPPR GUIDELINES MUST BE FOLLOWED FOR WORK WITHIN

THEIR RIGHT OF WAY.

3. WHERE NEW 1" WATER SERVICES WILL BE INSTALLED.

CONTRACTOR MUST TURN THE OLD CORP STOP FROM THE

EXISTING LINE IN THE OFF POSITION.

4. TRAFFIC SIGNAL LOOPS SHALL BE REPAIRED IN PLACE.

2 3

CONNECTION NOTES:

C CONNECT TO (E)W SYSTEM - C

· CONNECT TO (E)W SYSTEM PER

CONNECTION DETAIL C, SHEET C06.

D CONNECT TO (E)W SYSTEM - D

· CONNECT TO (E)W SYSTEM PER

CONNECTION DETAIL D, SHEET C06.

D C

2 3

6 7

EXIST GRADE

ABOVE W PIPE

PROPOSED GRADE

AT TOP OF W PIPE

EXIST GRADE

ABOVE W PIPE

PROPOSED GRADE

AT TOP OF W PIPE

BID

ALTERNATIVE 1

BID ALTERNATIVE 1

W W W

W W

E E E

E E

E E E

SD SD

T T

G G

G G G G

G G

E E E

ETFO

FO FO

IVIV

M H

TS TS

CVCV

15+27.6 (33.7'R);

(N)JUNCTION BOX - LANDSCAPE

(SINGLE STACK)

17+45.2 (34.4'R);

(N)JUNCTION BOX - LANDSCAPE

(DOUBLE STACK)

10+60.3 (43.8'R);

(N)JUNCTION BOX - HARDSCAPE

(DOUBLE STACK)

9.7'

COCO

12"SS

8"SS

12"SS

18"SD

48"SD

12"SD

15"SD

12"SD

D D

SS SS SS SS

SDSD SD

W W

E E

T T T T

T T T

T T T T

SSSS

E E E E

G G

G G G G G

12"SS

18"SD

12"SS

E E E

FO FO

23 24 25 26

50 50

50 50 50 50

M H

TS TS

TRE E

C C

SLSL

24+82.5 (38.5'R);

(N)JUNCTION BOX - LANDSCAPE

(DOUBLE STACK)

24+62.9 (34.9'R);

REMOVE (E)PULL BOX AND

REPLACE WITH (N)JUNCTION BOX - HARDSCAPE

(SINGLE STACK);

RECONNECT (E)2-3"∅ CONDUIT IN/OUT

20+51.0 (33.0'R);

(E)PULL BOX

20+51.0 (33.0'R);

(E)PULL BOX

18+91.6 (9.2'R); AP

19+11.5 (9.7'R); AP

21.2'

4.0'

25+73.0 (15.3'R); AP

18"

60" MIN.

(NOT TO SCALE)

4-3" CONDUIT

TRENCH SECTION IN ROADWAY

4-3" CONDUIT

FIBER OPTIC

WARNING TAPE

SAND BACKFILL

(90% COMPACTION)

3/4" AB BACKFILL

(95% COMPACTION)

AC PAVEMENT SHALL BE

THICKNESS OF (E)AC PAVEMENT

OR 4", WHICHEVER IS GREATER

30"

(NOT TO SCALE)

4-3" CONDUIT

TRENCH SECTION IN SIDEWALK

3/4" AB BACKFILL

(95% COMPACTION)

CONCRETE SHALL BE THICKNESS

OF (E)CONCRETE OR 4",

WHICHEVER IS GREATER

18"

60" MIN.

4-3" CONDUIT

FIBER OPTIC

WARNING TAPE

SAND BACKFILL

(90% COMPACTION)

(NOT TO SCALE)

4-3" CONDUIT

TRENCH SECTION IN LANDSCAPE

NATIVE MATERIAL

(90% COMPACTION)

4" TOP SOIL

(DO NOT COMPACT)

RESTORE LANDSCAPE

TO ORIGINAL CONDITION

18"

60" MIN.

4-3" CONDUIT

FIBER OPTIC

WARNING TAPE

SAND BACKFILL

(90% COMPACTION)

C11 C17

JWF

KH, JQ

KH, JQ, NA

3/20/2026

Y O

F W

E S T S

A C R

A M

E N T O

P L A N F

O R

E R

F R

O N T

D S

T C

P R

O V E M

E N T P

L A N S F

O R

: C A L

O R

0 40'20' 80'

DRAWING SCALE

HOR. SCALE:

VERT. SCALE:

SHEET NO. OF

REVIEWER:

DATE:

DRAFTER:

DESIGNER:

DRAWING INFO

DRAWING SCALE

TIO

REY PROJ NO.CIP NO.

SCALE IN FEET

0 40'20' 80'

RIVERFRONT STREET

(SCALED FOR CLARITY)

SHEET LEGEND:

SCHEDULE 80 CONDUITS (ORANGE).

SIZE & QTY PER PLAN

(E)BOW

(E)TBC

PULLBOX (SEE NOTE 2)

C A B

A L D

O N P

K W

G S

(E)BOW

(E)TBC

B A L L P A R

K D

R/W

(SEE TH

IS SH

EET)

A T C H

E S

T A

(SEE TH

IS SH

EET)

A T C H

E S

T A

S H

A T C H

E S

T A

3RD STREET

SUTTER HEALTH PARK

PARKING LOT

ZIGGURAT

PARKING

(E)BOW

(E)TBC

(E)BOW

(E)TBC

(E)STORM DRAINSD

(E)SANITARY SEWERSS

(E)WATERW

(E)GASG

(E)ELECTRICE

(E)TELEPHONET

(E)COMMUNICATIONSC

RIGHT-OF-WAY

CENTERLINE

PROPERTY LINE

CAPITOL YARDS

APARTMENTS

ZIGGURAT

302-306

(E)PLANTER

AREA

(E)PLANTER

AREA

(E)PLANTER

AREA (E)PLANTER

AREA

(E)PLANTER AREA

(E)PLANTER

AREA

(E)PLANTER

AREA

(E)BOW

(E)TBC

(E)BOW

(E)TBC

R/W

EXISTING(E)

FUTURE(F)

NOTES

1. SPACING BETWEEN PULLBOXES SHALL NOT EXCEED 500 FEET UNLESS

APPROVED BY THE CITY.

2. PULLBOXES SHALL BE CALTRANS NO. 6 (15-1/4"W x 28-1/4"L x 12"D) PER

CALTRANS STD PLAN ES-8A WITH SIPRA LOCKJAW LID. LID SHALL BE

INSCRIBED WITH "COWS INTERCONNECT". SEE INSTALLATION DETAIL,

SHT C12.

3. JUNCTION BOXES SHALL BE CHRISTY P48 TELEPHONE BOX (30-1/4"W x 48-1/4"L x 14"D) WITH SIPRA LOCKJAW LID. LID SHALL BE INSCRIBED WITH

"COWS INTERCONNECT". SINGLE STACK SHALL BE ONE CHRISTY P48

BOX. DOUBLE STACK SHALL BE ONE CHRISTY P48 BOX WITH ONE P48

EXTENSION (10"DEEP). SEE INSTALLATION DETAIL, SHT C12.

4. CONDUIT TO BE HDPE SCHEDULE 80 ELECTRICAL.

5. THE BEND RADIUS OF CONDUITS MUST BE SIX TIMES THE INSIDE

DIAMETER OF THE CONDUIT OR GREATER.

6. CONSTRUCT TRENCH FOR CONDUITS PER DETAIL ON SHT C11.

7. PROVIDE CONTINUOUS NON-METALLIC PULL TAPE (MIN. 3/8" DIA., 2,500 LB

TENSILE) IN EACH CONDUIT; SECURE AND TAG AT ALL ACCESS POINTS.

TAG AT ACCESS POINTS SHALL INDICATE DATE OF CONDUIT INSTALL

AND CONTRACTOR NAME.

8. CONTRACTOR SHALL MARK ALL PROPOSED UTILITY BOX LOCATIONS

ONCE USA MARKINGS ARE PAINTED ON THE GROUND. CONTRACTOR

SHALL COORDINATE WITH CITY INSPECTION PRIOR TO ANY

CONSTRUCTION WORK BEING PERFORMED TO AVOID UTILITY

CONFLICTS.

(E)TBC

(E)BOW

JUNCTION BOX (SEE NOTE 3)

12" STEEL CASING TO BE INSTALLED PER

UPRR PIPELINE INSTALLATION

ENGINEERING SPECIFICATIONS AND

DETAIL ON SHEET 12. LIMITS OF CASING

PER PLAN.

(E)2-4" INTERCONNECT

CONDUIT

BID ALT 1: (N)2 - 3"Ø CONDUIT

LABEL 1 CONDUIT "SPARE #1"

LABEL OTHER CONDUIT "SPARE #2"

(N)2 - 3"Ø CONDUIT

LABEL 1 CONDUIT "INTERCONNECT"

LABEL OTHER CONDUIT "SPARE #1"

BID ALT 1:

(E)N48 BOX

INTERCONNECT VAULT

BID ALT 1: 2 - 3"Ø CONDUIT

LABEL 1 CONDUIT "SPARE #1"

LABEL OTHER CONDUIT "SPARE #2"

BID ALT 1: 2 - 3"Ø CONDUIT

LABEL 1 CONDUIT "SPARE #1"

LABEL OTHER CONDUIT "SPARE #2"

BID ALT 1: 2 - 3"Ø CONDUIT

LABEL 1 CONDUIT "SPARE #1"

LABEL OTHER CONDUIT "SPARE #2"

(N)2 - 3"Ø CONDUIT

LABEL 2 CONDUIT "INTERCONNECT"

LABEL OTHER CONDUIT "SPARE #1"

(E)2-3"Ø INTERCONNECT

CONDUIT

(E)2-4"Ø CONDUIT

SCHEDULE 80 CONDUITS (ORANGE) FOR

BID ALT 1. SIZE & QTY PER PLAN

(E)2-4" INTERCONNECT

CONDIUT

(E)1-3" INTERCONNECT

CONDUIT

BID ALT 1:

(N)2-3"Ø CONDUIT IN/OUT

(N)2-3"Ø CONDUIT OUT

(N)2-3"Ø CONDUIT IN

BID ALT 1:

(N)2-3"Ø CONDUIT IN/OUT

(E)2-3"Ø INTERCONNECT

CONDUITS

(E)2-4"Ø CONDUIT IN/OUT

(E)2-4"Ø CONDUIT…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Apr 6, 2026.