36_-_5025(048)_City_Water_Approved_Complete.pdf

Local Assistance Procedures Manual EXHIBIT 14-C FHWA Specific Authorization/Approval of Utility Agreement

EXHIBIT 14-C FHW A SPECIFIC AumORIZATION/ APPROVAL OF UTILITY AGREEMENT

Memorandum

To: DEPARTMENT OF TRANSPORTATION

LOCAL ASSISTANCE

Attention: Reinie Jones (District DLAE)

From: City of Santa Cruz (Local Agency)

Date: 11/4/2022

FileNo.: 360108.41

Subject: [!) FHWA SPECIFIC AUTHORIZATION TO RELOCATE UTILITIES

(!] FHWA APPROVAL OF UTILITY AGREEMENT

OWNER'S NAME: City of Santa Cruz - Water Department

PROJECT DESCRIPTION: Proposed construction will include widening the south side of Bridge No. 36C-0 108, seismic retrofitting, replacing the sub-standard existing bridge barrier with a new barrier, roadway approach work. and retaining walls.

NOTICE NUMBER: 360108.41

E-76 ALT PROC APPROVED: Pending

ST A TU S

CERTIFICATION

UANUMBER: 360108.41

PROJECT ID or EA: 05-930193L ---------

DATE: Target 12/31/22 RELOCATION COST ESTIMATE: $516,035

DESCRIPTION OF RELOCATION WORK: Cap off the 12" waterline on Murray Street during the course of construction. The proposed 12" waterline on Murray Street will be placed back in the existing alignment across the bridge and will be relocated around the SSFM and drainage pipes on the west approach. 6" waterlines on both the west approach and east approach that are connected from the 12" watermain to the harbor, will also be relocated to avoid conflicts with the bridge and retaining wall construction.

REMARKS:

00 THE UTILITY RELOCATION WORK AUTHORIZED COMPLIES WITH THE PROCEDURES IN 23 CFR 645.

00 THE UTILITY AGREEMENT APPROVED COMPLIES WITH THE PROCEDURES IN 23 CFR 645.

00 THE PROPOSED ADJUSTMENT OF UTILITY FACILITIES TO BE PERFORMED BY THE LOCAL AGENCY'S

HIGHWAY CONTRACTOR IS APPROVED. PAYMENT FOR THE UTILITY ADJUSTMENT WILL BE

VOUCHERED THROUGH THE CONSTRUCTION PHASE. THEREFORE, THE AUTHORIZATION DATE FOR

THIS WORK WILL BE THE DA TE THAT FHW A APPROVES THE CONSTRUCTION PROJECT.

BY:

EFFECTIVE DA TE:

Distribution: I) Utility Coordinator - File

2) DLAE- File

3) District Right of Way Utility Coordinator-File,

4) Office Chief- Federal Programs Accounting (MS-33)

5) Office Chief- Budget Federal Resources (MS- 24)

6) Office Chief-HQ Right of Way Utilities (MS-37)

LPP 13-02

(Kent O. Hagen Central Region Utility Reviewer

Page 1 of2 December 30, 2013

11/4/2022

Local Assistance Procedures Manual

City of Santa Cruz

REPORT OF INVESTIGATION

COUNTY

Santa Cruz

Exhibit 14-E Report of Investigation

REPORT OF INVESTIGATION

ROUTE POST MILE

Murra Street 36C-0108

EXHIBIT 14-E

Report of Investigation

PROJECT#

05-930193L

This Report oflnvestigation is submitted for review and approval. The following support documents are attached:

Approval ofFHWA Specific Authorization is 181 is not D requested.

181 A copy of the Utility Relocation Plan as described in Sections 13.05.03.00 and 13.05.03.01 of the ROWManual.

181 A copy of the owner• s liability claim letter.

� A copy of the owner's estimate of cost.

� A copy of the proposed Utility Agreement.

181 A copy of the proposed Notice to Owner.

D A copy of the owner's prior rights claim supporting documentation.

1. PROJECT LOCATION AND DESCRIPTION:

Project to widen the Murray Street bridge over Santa Cruz Harbor (Bridge No. 36C-0108), seismically retrofit the entire bridge structure, replace the sub-standard existing bridge barrier with a new barrier, roadway approach work to accommodate the widened structure, and construct retaining walls.

2. LIABILITY DATA:

A. PROJECT IS AN:

B. DATES:

Route adoption:

Freeway resolution:

Appraisal map:

Installation of Existing Facilities:

LLP07-04

"On-System" □

"Off-System" IZI Other D

NIA

NIA

06/30/21

Page 14-21 September 28, 2007

Local Assistance Procedures Manual EXHIBIT 14-E Report of Investigation

C. UTILITY OWNER IS: Public

Private

D. EXISTING FACILITY IS LOCATED:

l.) In existing State Highway right of way?

2.) On other public way, i.e., city street?

3.) On private property?

4.) Intersecting installation?

5.) Longitudinal installation

Yes No

□ IZl

IZl □

□ IZl

181 □

IZI □

E. UTILITY OWNER'S AU1HORITY FOR INSTALLATION:

1.) Fee-owned land D

2.) Recorded easement D

3.) Unrecorded easement D

4.) Prescriptive right D

5.) Joint Use Agreement (JUA) or Consent to Common Use Agreement (CCUA) D

6.) Franchise D

7 .) State Permit D

8.) County Permit D

9.) City Permit □

10.) Joint Pole Agreement* D

11.) Other (describe below) 181

Implied Secondary Easement

F. Yes No

LLP07-04

181 Is the owner's authority for installation based on a deed (item E. l), 2), 3) or 5) above)? If YES, the preparer of this Report of Investigation asserts that to the best of her/his ability:

D The deed has been read.

□ The description has been accurately plotted and is clearly shown on the attached plan.

D The title has been investigated and that:

D The grantor was the owner as of the date on the deed.

D The owner's facilities are located within the area described in the deed.

D The public agency has prior rights to the area described in the deed or recorded map to which the state will be the successor in interest. If YES, show the date the public acquired their rights and explain the nature of those rights here or in the narrative

Yes No

EXHIBIT 14-E

Report of Investigation

G. □ IZ! Are there contractual obligations contained in the documents checked in item E.

above that require the owner to relocate, or are there special conditions in the owner's authority for installation?

IfYES, explain here in narrative:

H. LIABILITY RECOMMENDATION IS BASED ON (check all that apply):

Section 680 of the Streets and Highway Code

Section ___ of the Master Contract, dated ___ _

Water Code Section 7034

Water Code Section 7035

Prior and superior rights of the Utility Owner

Other, explain: Implied Secondary Easement

I. LIABILITY APPORTIONMENT:

Agency ----100 Utility Owner O %

Explain Apportionment: The waterline needs to be relocated as part of a prqject related cost.

3. RELOCATION PLAN DETAILS:

A. IT IS ANTICIPATED TIIE UTILITY WORK WILL BE COMPLETED BY:

Concurrent with Construction (10/15/2025)

B. ENCROACHMENTS:

LLP07-04

D There will be no encroachments to within the project area.

IZI There are encroachments and:

Yes No

EXHIBIT 14-E

Report of Investigation l8l D All new or existing encroachments comply with current agency's Policy.

If"NO", a copy of the letter approving the exception to the encroachment policy is attached.

D IZI The Caltrans standard Encroachment Permit will be or has been issued. If "NO", explain in narrative -The encroachment is for City's Right of Way and not the State.

Caltrans encroachment permit is not required.

C. LUMPSUM:

Yes No

D IZ! The lump sum payment method will be used.

If "YES", a detailed and itemized estimate is attached.

D. TIIIS RELOCATION WILL BE FUNDED WITH:

Yes No

Agency funds only.

Federal participation in the funding.

4. THE WORK WILL BE PERFORMED BY: (check those which apply)

D The utility owner's forces: The district has determined this is cost-effective and has verified the owner is qualified to perform the work in a satisfactory manner with its own personnel and equipment.

D The utility owner's continuing contractor: The district has determined this is cost-effective and verified the contract between the owner and the contractor is in writing and that similar work is regularly performed for the owner under the contract at reasonable costs.

D Competitive bid contract: The owner is not adequately staffed or equipped to perform the work with its own forces. The district will verify that the utility owner will award the contract for the work to the lowest qualified responsible bidder based on an appropriate solicitation

IZI State's highway contractor: The utility work is to be included in state's highway construction contract. The district has determined this is the most cost-effective method.

5. REVIEW OF ESTIMATE:

Depreciation: $ � None* -------- Salvage: $ IZI None* *If none, state why below Waterline is fully operable with undetermined remaining life, therefore, depreciation is not applicable.

material will be salvaged by owner.

6. BETTERMENT:

� There is no betterment.

D Betterment in the amount of$. ____ has been identified for:

LLP07-04

7. CERTIFICATION:

Yes No

EXHIBIT 14-E

Report of Investigation

IZ! D The project engineer has certified that the relocation plan will clear the project.

� D The Utility Coordinator has reviewed the proposed relocation and has determined it is a cost-effective plan to :functionally restore the utility owner's operating facilities that existed prior to the state's highway project.

8. ATTACH A NARRATIVE DISCUSSION OF THE PROPOSED UTILITY WORK TO THIS

REPORT WHICH INDLUDES:

A. Description of existing utility facility and its location.

B. Discussion of owner's authority for installation of the existing utility facility.

C. Description and justification of proposed relocation plan.

D. Property rights needed.

E. Any non-standard aspects of the relocation, documents, etc.

9. THE ESTIMATED COST TO THE PROJECT IS AS FOLLOWS:

Consisting of Design funds:

Consisting of Construction funds:

Consisting of Right of Way funds:

$ _____ 5_1_6,'-0_35 __

$ 0

Total: $ 516 035

Utility Coordinator Justina Conklin, Project Manager

Approved By:

Kent Hagen, Central Region Utility Reviewer

Date:

Date:

Date:

10/24/22

Distribution: 1) Utility Coordinator, 2) DLAE - File 3) District Utility Coordinator - File

LLP07-04

Page 14-21

11/2/2022

NARRATIVE DISCUSSION OF THE PROPOSED UTILITY WORK

City of Santa Cruz Water Department

A. Description of existing utility facility and its location.

Existing 12" diameter underground water pipeline facilities that conveys water along Murray Street and 6" diameter underground water pipeline laterals that connect from the 12" waterrnain on Murray Street to provide water to both the west and east harbor just south of the bridge.

B. Discussion of owner's authority for installation of the existing utility facility.

Facility is located within the City's right of way and is confirmed to be in an implied secondary easement.

The 6" laterals that serve the Port property will be relocated to avoid construction and will be relocated near the existing facilities. These facilities will remain on Port property upon project completion.

C. Description and justification of proposed relocation plan.

The existing 12-inch diameter water main on Murray Street will be in direct conflict with the construction of the southern portion of the bridge.

The relocation will involve capping and abandonment of the existing line on Murray Street at the beginning of construction. The 12-inch diameter water main will be replaced in the same location across the bridge. On the west approach, the waterline will be re-routed slightly to avoid conflicts with the SSFM, and proposed storm drain improvements. The 6-inch water pipelines that serve both the west and east harbor will be relocated concurrently with construction.

D. Property rights needed.

The new 12" diameter pipeline, valves, and appurtenances will be located on the bridge structure and will share the City's easement area. The City of Santa Cruz has obtained an easement for public access purposes, public utility purposes, and incidents thereto, for all of the right of way needed on Murray

Street. The 6" water laterals that serve the Port will be relocated on the Port property near the existing water facilities. Temporary Construction easements are purchased to construct the facilities on the

Port's property, but no permanent easements are being purchased for the water facilities that will be replaced to connect with existing facilities on the Port property.

E. Any non-standard aspects of the relocation, documents, etc.

The relocation will occur in two phases to assist with construction. The first phase will consist of capping and turning off the existing watennain in place on Murray Street, to avoid conflicts. The

City's contractor will replace the waterline concurrently with the bridge work. The main watermain on Murray Street is not needed during construction.

STATE OF CALIFORNIA• DEPARTMENT OF TRANSPORTATION

NOTICE TO OWNER- LOCAL ASSISTANCE

LAPM 14-D (NEW 08/2020)

Local Assistance Procedures Manual

City of Santa Cruz Number: 360108.41

CITY/COUNTY ROUTE/STREET PROJECT NUMBER

Santa Cruz

Federal Aid Number:

Owner's Plan Number:

STPLX-5025(048)

360108.4-Water

Murray Street

Date: 10/31/22 "On-System": D YES 181NO

To: City of Santa Cruz Water Department Attn: Heidi Lukenbach 212 Locust Street, Suite C Santa Cruz, CA 95060

05-930193L

Because of the City of Santa Cruz (Local Agency) transportation project to widen the Murray Street bridge over Santa Cruz Harbor (Bridge No. 36C-0108), seismically retrofit the entire bridge structure, replace the sub-standard existing bridge barrier with new barrier, roadway approach work to accommodate the widened structure, and construct retaining walls, in Santa Cruz, which affects your facilities: 6" waterlines in west harbor, two (2) 6" waterlines in east harbor, and 12" waterline on Murray Street, including valves and all appurtenances, as shown on Sheets U-1 to U-2.

You are hereby ordered to: Allow Local Agency/Local Agency contractor to cap off the 12" waterline on Murray Street during the course of construction. The proposed 12" waterline on Murray Street will be placed back in the existing alignment across the bridge and will be relocated around the SSFM and drainage pipes on the west approach.

6" waterlines on both the west approach and east approach that are connected from the 12" watermain to the harbor, will also be relocated to avoid conflicts with the bridge and retaining wall construction per your approved plan dated 09/07/22 (Sheets W-1 through W-5) The relocation of the Waterlines, valves, and all appurtenances will be included with the Local Agency's PS&E and will be constructed by the Local Agency's contractor and staged with the construction of the bridge project.

Your work schedule shall be from: 09/13/23 to 10/15/2025 and detailed as follows: Relocate your facilities during construction once the Local Agency/Local Agency Contractor prior to constructing the Phase 1 temporary sewer bypass.

This would occur during Stage 1 around 09/13/23, The final stage to raise the water valves to grade would occur in Stage 9 which is estimated to be complete 10/15/2025.

The Local Agency/Local agency contractor will notify Doug Valby at telephone number (831) 212-5501, 72 hours prior to initial start of work, and 24 hours prior to subsequent restart when your work schedule is interrupted.

Liability is 0% (Owner-City of Santa Cruz Water Department) (100% City of Santa Cruz) pursuant to Implied Secondary Easement. Olgl<ally,lgaodbyHodiSL,c•e,ba<h

Heidi R. Lu C ken ba Ch ��1:n;.��!������:�::�:�;:�1

1�::�::,�:�:��Zs°' Owner Rep: Date:2022.11 .04 1 4:S8:0S-07'00'

Heidi Lukenbach, Deputy Dire Manager tina Conklin, Utility Coordinator

THIS NOTICE DOES NOT CONSTITUTE A PERMIT. OBTAIN AN ENCROACHMENT PERMIT BEFORE STARTING WORK.

Distribution: I) Owner, 2) Utility Coordinator - File, 3) RE - File

4) DLAE - File, 5) District Utility Coordinator - File Cc: Resident Engineer

ADA NOTICE

For individuals with sensory disabilities, this document is available in alternate formats. For alternate format information, contact the Forms

Management Unit (916) 445-1233, TTY 711, or write to Records and Form Management, 1120 N Street, MS-89, Sacramento, CA 95814.

Local Assistance Procedures Manual EXHIBIT 14-1 Local Agency/Utility Owner Special Agreement

EXHIBIT 14-1 LOCAL AGENCY/UTILITY OWNER SPECIAL AGREEMENT

Date: 10/31 /22

ProjectNumber: 05-930193L

Federal Aid No.: STPLX-5025(048)

LOCAL AGENCY/UTILITY OWNER SPECIAL AGREEMENT NO. 360108.41

The City of Santa Cruz hereinafter called "LOCAL AGENCY" proposes to widen the Murray Street bridge over Santa Cruz Harbor (Bridge No. 36C-0108), seismically retrofit the entire bridge structure, replace the sub-standard existing bridge barrier with a new barrier, roadway approach work to accommodate the widened structure, and construct retaining walls on Murray Street, in Santa Cruz, Santa Cruz County, California.

And: The City of Santa Cruz Water Department is the Utility Owner of said utility facilities

(City of Santa Cruz Water Department/Utility Owner) Hereinafter called "Local Agency/Utility Owner" owns and maintains (the 12" diameter waterline on Murray Street and 6" waterline laterals) facilities; within the limits of the LOCAL AGENCY's project that requires relocation and/or adjustment to accommodate LOCAL AGENCY's project.

WHEREAS, the LOCAL AGENCY has an approved federal aid project; and, WHEREAS, the Local Agency/Utility Owner, owns and operates utility facilities requiring relocation/adjustment to accommodate LOCAL AGENCY's project; and, WHEREAS, in accordance with Notice to Owner No._360108.41 dated 10/31/22 LOCAL AGENCY shall relocate/adjust Local Agency/Utility Owner's 12" Waterline, 6" waterlines, valves, and appurtenances as shown on LOCAL AGENCY's contract plans for the improvement of, the Murray Street Bridge and Rehabilitation Project which by this reference are made a part hereof; and, WHEREAS, the Local Agency/Utility Owner's existing facilities are located in their present position pursuant to superior rights (Implied Secondary Easement), said facilities shall be relocated/adjusted at the LOCAL AGENCY's project expense.

It is understood that said highway is a Federal aid highway and accordingly, 23 CFR, Chapter 1, Part 645 is hereby incorporated into this Agreement.

In addition, the provisions of23 CFR 635.410, BA, are also incorporated into this agreement. The BA requirements are further specified in Moving Ahead for Progress in the 21st Century (MAP-21 ), section 1518; 23 CFR 635.410 requires that all manufacturing processes have occurred in the United States for steel and iron products (including the application of coatings) installed on a project receiving funding from the FHW A.

Owner understands and acknowledges that this project is subject to the requirements of the BA law (23 U.S.C., Section 313) and applicable regulations, including 23 CFR 635.410 and FHW A guidance and will demonstrate BA compliance by collecting written certification(s) from the vendor(s) or by collecting written ccrtification(s) from the manufacturer(s) (the mill test report (MTR).

All documents obtained to demonstrate BA compliance will be held by the OWNER for a period of three (3) years

Page 1 of2 October 2016

Local Assistance Procedures Manual EXHIBIT 14-1 Local Agency/Utility Owner Special Agreement from the date the final payment was received by the OWNER and will be made available to ST A TE or FHW A upon request.

One set of copies of all docwnents obtained to demonstrate BA compliance will be attached to, and submitted with, the final invoice.

This does not include products for which waivers have been granted under 23 CFR 635.410 or other applicable provisions or excluded material cited in the Department's guidelines for the implementation of Buy America requirements for utility relocations issued on December 3, 2013.

NOW, THEREFORE, it is agreed as follows:

1. The LOCAL AGENCY agrees to perform the herein described work using its highway contractor, who will provide and furnish all necessary labor, materials, tools and equipment required therefore, and to prosecute said work diligently to completion.

2. Pursuant to Public Works Case No. 2001- 059 determination by the California Department oflndustrial Relations dated October 25, 2002; work performed by Local Agency's contractor is a public work under the definition of Labor Code section 1720(a) and is therefore subject to prevailing wage requirements.

Local agency shall verify compliance with this requirement in the administration of its contract referenced above.

3. The proposed relocation/adjustment of utility facilities to be performed by the highway contractor is approved. Payment for the Utility Relocation/adjustment will be vouchered through the construction program; therefore, the authorization date for this work will be the date that FHW A approves the construction project.

4. The estimated cost to the LOCAL AGENCY is$ 516,035.

IN WITNESS WHEREOF, the parties hereto have executed this Agreement this ___ day of ___ . __ _

LOCAL AGENCY

APPROVAL RECOMMENDED

By:

Justina Conklin/

Utility Coordinator

10/28/22

Date

LOCAL AGENCY/UTILITY OWNER

By:

Oi9itallysi9nedbyHeidiR.luckenbach

Heidi R. Luckenbach ��,:

n

;,:��������i;::a�:������;f��:,���::i�;:0t Date:2022.11.0414:56:SS-07'00'

Heidi R. Luckenbach, P.E. Date Deputy Director/Engineering Manager City of Santa Cruz Water Department

By: -- - - - - - - - - --District Utility Coordinator Date

Page 2 of2 October 2016

Date: July 27, 2022

ITEM

NO.

F/P ITEM CODE ITEM UNIT CALCULATED

QUANTITY

QUANTITY UNIT PRICE PROJECT TOTAL

770020A 6" GATE VALVE EA 4 4 1,100.00$ $4,400.00

770022A 12" GATE VALVE EA 3 3 3,500.00$ $10,500.00

770023A REMOVE WATER VALVE EA 6 6 4,000.00$ $24,000.00

770032A 12" COATED DIP LF 636 640 500.00$ $320,000.00

770033A 6" PVC PIPE LF 409 410 80.00$ $32,800.00

770035A 12" PVC PIPE LF 183 190 100.00$ $19,000.00

770037A REMOVE PIPE (PLASTIC, STEEL OR PVC) LF 1005 1010 90.00$ $90,900.00

770038A REMOVE PIPE (ASBESTOS CEMENT) LF 111.0 120 90.00$ $10,800.00

770040A 6" 11¼° ELBOW EA 2.0 2 90.00$ $180.00

770041A 6" 22½° ELBOW EA 6 6 115.00$ $690.00

770042A 6" 45° ELBOW EA 3 3 115.00$ $345.00

770043A 6" 90° ELBOW EA 1 1 115.00$ $115.00

770044A 12" 11¼° ELBOW EA 2 2 115.00$ $230.00

770045A 12" 22½° ELBOW EA 2 2 115.00$ $230.00

770046A 12" 45° ELBOW EA 3 3 115.00$ $345.00

770050A THRUST BLOCKS SF 56.0 60 25.00$ $1,500.00

$516,035.00 ROADWAY AND STRUCTURE ITEMS

CONTRACT 06-423704

TRC PROJECT NUMBER 1161/117685

CITY OF SANTA CRUZ

MURRAY STREET BRIDGE SEISMIC RETROFIT

WATERLINE ESTIMATE

ENGINEER'S ESTIMATE OF PROBABLE COST

i

(SC WATER) 6'

Exist 3" (PG&E GAS) ON

BRIDGE TO BE ABANDONED AND

- NEW 4" (PG&E GAS) IN 6" CASING

(BY PG&E & CONTRACTOR)

REMOVED (BY CONTRA�R)--- Exist (CITY ELECTRIC)

VAULTS TO REMAIN

(PROTECT IN PLACE) I;.

Exist (PG&E ELECTRIC) -

POLE AND OVERHEAD LINES/

TRANSFORMER TO BE REMOVED

AND RELOCATED (BY PG&E)

,1

Exist VAULTS (AT&T & PAC BELL)

TO REMAIN (PROTECT IN PLACE)

Exist (PG&E ELECTRIC)

OVERHEAD LINES

TO BE RELOCATED

(BY PG&E)

-Exist ( CITY) ELECTRICAL

TO BE REMOVED & REPLACED

(BY CONTRACTOR)

SEE ELECTRICAL SHEETS

Exist STREET LIGHT - _:_ '. _:_ p� 4

TO BE REMOVED AND .--2.._ ·- -

GATE VALVE TO BE REPLACED (BY

SEE WATER Exist STREET LIGHT - + :=: I

REPLACED (BY CONTRACTOR) := ±: :t ±

SEE ELECTRICAL SHEETS -,- . re Exist AERATOR MACHINE (PORT)

;.._ ..J •- .::_ +:- -• \ TO BE REPLACED & RELOCATEDTO BE REMOVED AND \ • ...: :

REPLACED (BY CONTRACTOR) . -::2:: ±: -� _ _:,:1�----::-��-------_:•::-�· =-�,c�•-------71'=-�-��..;..,�-=---�;------;, (BY CONTRACTOR)Exist LIGHTING

. TO REMAIN Ex,st (PG&E ELECTRIC)

PROTECT IN PLACE

SEE ELECTRICAL SHEETS - _;;:.--'?'.

SEE ELECTRICAL SHEETS

H '''

OVERHEAD LINES

TO BE RELOCATED

(BY PG&E)

Exist (PG&E ELECTRIC)

POLE TO REMAIN

CONSTRUCT JOINT UTILITY VAULT

BEGIN JOINT UTILITY TRENCH

AT POLE LOCATION.

SEE DETAIL, SHEET U-3

Exist STAIRWAY LIGHTING

TO BE REMOVED (BY CONTRACTOR)

SEE ELECTRICAL SHEETS

Exist (Co. SC SEWER)

MANHOLE TO REMAIN . 2[ , (PROTECT IN PLA

Exist (COMCAST & PG&E ELECTRIC)

VAULTS TO REMAIN (PROTECT IN PLACE) fl'....J

BACKFLOW PREVENTER (PORT) TO REMAIN , ·

(PROTECT IN PLACE)

Exist SSFM TO BE REMOVED

Exist LIGHTING

TO REMAIN

(PROTECT IN PLACE)

Exist (SC SD) INLETS TO REMAIN

(PROTECT IN PLACE)

- SEE SHEET C-8 FOR RELOCATION

OF UTILITIES IN WEST HARBOR

st (SC W

REMAIN

Exist (AT&T, COMCAST, PAC BELL & PG&E ELECTRIC)

VAULTS TO REMAIN (PROTECT IN PLACE)

Exist 36" (Co. SC SEWER) SSFM

MANHOLES AND CLEANOUT TO REMAIN

(PROTECT IN PLACE)

Exist 36" (Co. SC SEWER) _J

SSFM TO BE ABANDONED,·

SEE SEWER SHEETS

SEE SEWER SHEETS

POTHOLING INFORMATION TABLE

X '� LEGEND:

:; Exist NATURAL GAS ---G---- NEW NATURAL GAS

<- --- ,., __ Exist OVERHEAD ELECTRICAL ----E---(OH)-- NEW OVERHEAD ELECTRICAL s· ----

Exist ELECTRICAL

Exist STORM DRAIN

Exist TELEPHONE i -- -'· Exist WATER l &�srnER

----[---- NEW ELECTRICAL

----SD---- NEW STORM DRAIN

----T---- NEW TELEPHONE

-----w NEW WATER ----s---- NEW SEWER

[ll]

3A

NORTHIN G EASTING STATION

1814318.2624 61 22235. 1630 "M" 10+97.74

1814316.8256 6122255.2599 "M" 11+17.88

1814317.6185 6122252.0678 "M" 11 +14.67

1814316.4959 6122257.8197 "M" 11 +20.45

1814319.2656 6122241.3645 "M" 11 +03.93

1814319.7584 6122241.5146 "M" 11 +04.07

1814353.5810 6122249.8916 "M" 11+11.68

181 4311. 7164 6122285.9259 "M" 11 +48.65

1814315.9361 1814315.9361 "M" 11 +91.35

OFFSET OG ELEVATION DEPTH* OWNER SIZE

NOTES:

19.77' Rt 31.53 3.58' SC WATER 6" IRON

1. LOCATION OF UTILITY FACILITIES SHOWN ON THE PLANS ARE

20.75' Rt 29.10 2.08' SC WATER 6" IRON APPROXIMATE AND SHALL BE VERIFIED BY THE CONTRACTOR

PRIOR TO CONSTRUCTION.

20.03' Rt 29.54 2.50' SC WATER 6" IRON

2. UTILITY OWNERSHIP ON THIS PROJECT:

21.02· Lt 29.07 2.08' SC WATER 6" IRON AT & T - AMERICAN TELEPHONE & TELEGRAPH (TELEPHONE)

18.63' Rt 30.51 3.58' SC WATER SC WATER Co. SC - COUNTY OF SANTA CRUZ

SC SD - CITY OF SANTA CRUZ (STORM DRAIN)

18.13' Rt 30.56 6.67' SC SEWER 30" SSFM SC SEWER - CITY OF SANTA CRUZ (SEWER)

SC WATER - CITY OF SANTA CRUZ (WATER)

15.87' Lt 29.99 5.58' PG&E UNKNOWN PG&E - PACIFIC GAS & ELECTRIC (GAS & ELECTRIC)

COMCAST - ( CABLE)

25.17' Rt 20.30 3.00' SC WATER 6" IRON PORT - SANTA CRUZ PORT DISTRICT

19.98' Rt 7.87 4.50' SC SEWER 30" SSFM

· ------ Exist TELEVISION -----lY------ NEW COMCAST

-' POTHOLE LOCATION [ll] POTHOLE NUMBER THIS PLAN IS ACCURATE FOR UTILITY WORK ONLY • DEPTH MEASURED FROM OG TO TOP OF PIPE 100% SUBMI'ITAL ���\oNTRACTOR SHALL VERIFY ALL

1 @ WATER VALVE SSFM - SANITARY SEWER FORCE MAIN NOT FOR CONSTRUCTION CONTROLL ING FIELD DIMENSIONS BEFORE

"l_--::;��=--------,r--------------------,r:::-::--,;;---------rc:;cc:;;'o"""-----T------------T'iiRi'iicENO'.''T------��;;,;7■:;;===��;;;;�;;=;;;;;;�;";� 0R

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MURRAY STREET BRIDGE SCALE 1"=20'

BY CHCCt<CO BRIDGE NO.

DESIGN BEDAL J. CONKLIN

�, SEISMIC RETROFIT AND BARRIER REPLACEMENT

PREPARED FOR THE A.

T�C 36C0108 ft{\

8V CH[CKCO

DETAILS A. BEDAL J. CONKLIN CONTRACT NO. ,,......._ CITY OF SANTA CRUZ QUANTITIES

BY CH[CKED �1 TRC Engineers 0t its ofliceni

SANTACRUZor o�enls sholl not N EA NO. rupo,i,ible fot l!'le ocw,ocy

PUBLIC WORKS DEPARTMENT ORIGINAL SCALE IN INCHES MARK IMBRIAN I

or CO�l!\e.lU!.H of f.lacttOt\ic � copies of this plol'I sheet rQR REDUCED PLANS 0 PROJECT MANAGER

SHEET 28 or 167

UTILITY PLAN

DISREGARD PRINTS 8£ARING

EARLIER REVISION OATES � t

VAULT NO.

xxxxxxx

0J

� 15

� 17 � X

"' 18

� 19 l 20

� 21

X "' y

NORTHING EASTING

1814350.3389 6122781 .8620

181 4346.8632 61 22768.6852

1814308.6000 6122789.8561

1814292.4444 6122821.6115

1814272.9681 6122805.0160

1814297.1423 6122841.9175

1814285.2807 6122846.7150

1814277 .2556 6122848.0931

1814277.3197 6122868.8146

1814264.7755 6122868.601 7

1814280.0841 6122906. 7319

1814266.0774 61 22954.8437

1814310.4441 6122878.9132

1814335.91 77 6122879.4480

1814351.5362 6122789.1581 e

REGISTERED [NGIN[ER - CML

TRC U111<nt:ers GI' ;ts officers OI' oQenll shalt not b• rnponl.ible for I.he occurocy or c:omp,leteneH of electro,,ic c:ople., ol this pion sheet

"M"

"M"

"M"

"M"

"M"

"M"

"M"

"M"

"M"

"M"

"M"

"M"

"M"

"M"

"M"

STATION

16+43.59

16+30.49

16+52.52

16+84.64

16+68.49

17+05.32

17+11.13

17+13.17

17+36.29

17+37.70

17+75.82

18+22.95

17+42.73

17+40.08

16+50.85

OFFSET G

24.69' Lt

20.92' Lt

16.86' Rt

32.29' Rt

52.14' Rt

27.07' Rt

38.69' Rt

46.62' Rt

44.77' Rt

57.25' Rt

36.19' Rt

42.66' Rt

10.66' Rt

14.68' Lt

26.05' Lt

Exist STREET LIGHT TO BE RELOCATED -

(BY CONTRACTOR)

SEE ELECTRICAL SHEETS

Exist 3" (PG&E GAS) LINE ON BRIDGE �

TO BE REMOVED (BY CONTRACTOR)

1-��L ·--:- 7

Exist (CITY) ELECTRICAL -

TO BE REMOVED & REPLACED

\ (BY CONTRACTOR)

SEE ELECTRICAL SHEETS

i

ELEVATION DEPTH'

7.50 0.83'

7.32 4.33' SC WATER 6" IRON

8.00 3.33' SC WATER 6" IRON

11.11 2.88' SC WATER 6" IRON

8.86 3.83' SC SEWER 30" SSFM

13.02 5.54' SC WATER 10" HOPE

13.43 6.83' SC WATER 1 O" STEEL

9.25 2.54' SC WATER 10" STEEL

9.69 3.63' SC SEWER 30" SSFM

9.23 3.00' SC WATER 6" PVC

18.29 9.67' SC SEWER 30" SSFM

20.87 7.75' SC SEWER 30" SSFM

20.55 4.00' SC WATER 12" IRON

20.39 3.92' PG&E 3" IRON

8.12 3.00' PG&E 3" IRON

- Exist (PG&E ELECTRIC) VAULTS TO REMAIN

(PROTECT IN PLACE)

r:; Exist (PG&E ELECTRIC) VAULTS AND METER TO

REMAIN (PROTECT IN PLACE)

Exist (PG&E) ELECTRIC POLE AND k OVERHEAD TO BE RELOCATED f:._ (BY PG&E) -Exist 10" (SC WATER) LINE

•- - 11 /•-,. �•

1 TO BE RELOCATED (BY CONTRACTOR)J

,------r

____ :-...._;--1 �-E g ' I

/ ::: -: I SEE Wf TERLINE SHEETS "II

-"" +'- + , ' .--- SEE DETAIL 2 Exist 3" (PG&E GAS) LINE l \--=--_:i:; � • rG;'l / -:::.. ON SHEET U-3 TO BE RELOCATED (BY P 1 ) - ' L:::'..J. a 17+50 AND EAST ki! '''i , ist 3" (PG&E GAS) TO REMAIN I .

- ::---�J�'.'=:;,�"'--:='-,_,-,.,-_,,,-,,,""'.,,, c::::.:�

ROTECT IN PLACE)

Exist (SC SEWER) MANHOLE AND

6" GRAVITY LINE TO REMAIN

(PROTECT IN PLACE)

19+00

-NEW SSFM BYPASS

SEE SEWER SHEETS

Exist (SC SD) FACILITIES TO REMAIN

(PROTECT IN PLACE)

NOTE:

• DEPTH MEASURED FROM OG TO TOP OF PIPE THIS PLAN IS ACCURATE FOR UTILITY WORK ONLY

100% SUBMI'IT AL

NOT FOR CONSTRUCTION

THE CONTRACTOR SHALL VERIFY All CONTROLLING flELO DIMENSIONS BEFORE

ORDERING OR FABRICATING ANY MATERIAL. U-2

BY CH[C+<EO BRIDGE NO.

MURRAY STREET BRIDGE SCALE 1"=20'

PREPARED FOR THE

D[SIGN

A. BEDAL

CH<CKt/

CONKLIN

CITY OF SANT A CRUZ 1-:-:-A

:-�:-l[-S-+:,.,.,,..;

A

B c:;;

E

DA,;;:;

L ____ +C.,..H.,.,:(C-c-=K(c-=/.:....· ..::.CO;;;.N.:....K:=Ll;.;.N _---1

36C0108 coNlRAcr ,o.

t- _S_E _ I _S _M_IC_R_E_T_R_O_F_l

T

A N

D

B

A R

R

IE

R_R _E_P_L_A_C_E_ M_E_N_T_ sH..::.:EET___:29:........:,or___:_:16�7

UTILITY PLAN

PUBLlC WORKS DEPARTMENT ORIGINAL SCALE IN INCHES

F"OR REDUCED PLANS

MARK IMBRIANI EA ND.

PROJECT M.t.NAGER

VAULT NO.

DISREGARD PRINTS BEARING xxxxxxx EARLIER REVISION DATES ------ t

Relocation Plans approved by:

Justina Conklin 9/7/22JuJJJJJ stina Conklin 9/7/22

Doug Valby 10/25/22

1c-

SCALE: 1 "= 1 O'

7.79'

7.68' Rt "M" 9+58.12 = "W1" 1+14.40

INSTALL 12" GATE VALVE

SEE NOTE 3

9.79' Rt "M" 11+22.91 4.39' Rt "M" 11+01.19 4.39' Rt "M" 11+17.52

�!= "W1" 2+82.00 = ''W1'' 2+56.81

END 12" PVC PIPE

WATERLINE 2 CONNECTION = "W1" 2+ 74·37 BEGIN 12" COATED DIP

6" PVC PIPE 45' BEND INSTALL 12'' GATE VALVE

SEE NOTE 2 SEE NOTE 4 SEE NOTE 3

--- ----------------------- x"" \\ r1v1 --u

·1,1·.

r1v1 -

__ .. ...�·_F_l_ .. _.. --------=---=-. -�n=:---";\�--:;/���;=:-{1::i1�JR_\Lf-::-��=-- �-:--_! __ � _:2· •�cl _J ·, ...._ "- � _.. �- · u _.c ...-- / I'-..._ ·.,, " 20· R/ I _____ .. _____ .. ------ =� 5 ----= � \ - -1 1 '- "'-..._"'-j-���·��=��: /- =�-=-��:�>MlJRRAY�:E�� ·w,· ,,, 12· e,c WATERLINE\ lf •• \-l);;=;,+ 0 / C � �

� G

17.54 Rt "M" 9+45.82

= "W1" 0+98.04

BEGIN REMOVE PIPE

BEGIN 12" PVC

CONNECT TO Exist 12"

SEE NOTES 1, 2 & 6 WATERLINE 1

STA 2+82.737

WATERLINE 2 INV 26.50 I 1--- - - - - - --1-- - - - - - - -- - - - - - - -- - - - - - - -- - - - - - --t- - - - - - - -- - --coNNECHOrcr-·\-----11-.2=5�- -v=ER=T�IC�A-L �B�EN�D�-1---- - - - - --+-- - - - - - --

SEE NOTE 4

�1-_:::_0 _ _j_ _ _ _ _ _ __ ----l-- - - - - -- - - - - -- - - - - -- - - - - -- - - - - -- -+-- - - - - -- - - - - -- - - - - -- - - - - -- - - - - -- -i--- - - - - ---0::

V

C

ACP - ASBESTOS CEMENT PIPE

FL - FU LL LENGTH

RL - RESTRAINED LENGTH

SSFM - SANITARY SEWER FORCE MAIN

-'VVVVV'v-- REMOVE PIPE

NOTES:

1. EXISTING UTILITY ELEVATION AND/OR LOCATION

UNKNOWN AND TO BE FIELD VERIFIED. ADJUST

WATERLINE AS NECESSARY TO AVOID CONFLICT

WITH Exist UTILITIES.

2. INSTALL SERVICE CONNECTION PER CITY OF

SANTA CRUZ WATER SYSTEM STANDARD DETAIL

1.

3. GATE VALVE INSTALLATION PER CITY OF SANTA

CRUZ WATER SYSTEM STANDARD DETAIL 11.

4. INSTALL THRUST BLOCK PER CITY OF SANTA

CRUZ WATER SYSTEM STANDARD DETAIL 19.

5. FOR RESTRAINED LENGTH DETAILS NOT SHOWN

SEE JOINT RESTRAINT INSTALLATION PER CITY

OF SANTA CRUZ WATER SYSTEM STANDARD

DETAIL 18.

6. FOR TRENCH DETAILS NOT SHOWN SEE

STANDARD WATER MAIN TRENCH PER CITY OF

SANTA CRUZ WATER SYSTEM STANDARD DETAIL

15.

7. WHEN 3' MINIMUM COVER CANNOT BE ACHIEVED

SEE SUB-STANDARD WATER MAIN TRENCH PER

CITY OF SANTA CRUZ WATER SYSTEM STANDARD

DETAIL 16.

�J_ ___ l_ _______ _L _______________________________ �--:-:----------------=--=-=:-----------------:�:::;-------------------------�-----i � 1 +00 1 +50 2+00 2+50 3+00 j PROFILE

� "W1" LINE

,,:;- 1"=1D'

NOTE: J I 100% SUBMITTAL I THE CONTRACTOR SHALL VERIFY ALL

�I --==---------r--------------------r----,-�-------,""c::';'cim;------.-----------.BSm"'i«'i'.-,-------�;;;:7.

N

O

T

F

O

R

C

O

N

S

TR

U

C

T

IO

N g:����:�f:N

L (i°:..

IN

�OGR:..F::��:��:1c:::D;�,:::1�:��Slf:� r i

E O

R �:�L.

W

--=2

1 I- v1<0f�

�- MURRAY STREET BRIDGE SCALE 1"-10'

t &�

GISTERED ENGINEER - CML �-{\

SEISMIC RETROFIT AND BARRIER REPLACEMENT

BY CHECKED BRIDGE NO.

PREPARED FOR THE

DESIGN A. BEDAL J. CONKLIN

¢)T�C 36C0108

DETAILS

BY CHECKED

� :\� * TRCEng;neen,o,;t,officen, � WATERLINE PLAN AND PROFILE c or agents shall not be SANIACRIJZ I REVISION □ATES (PRELIMINARY STAGE ONLY) g' CIVIL �"t- responsible for the occurocy

DISREGARD PRINTS BEARING .j . l'\t- '\°'(� or completeness of electronic ___......_ ---- _,,,,,,..

EARLIER REVISION DATES � 1 I I I I I I I I I I

D. LOR J. CONKLIN CONTRACT NO.

CITY OF SANTA CRUZ BY CHECKED

QUANTITIES

I I I I I I MARK IMBRIANI EA NO.

PUBLIC WORKS DEPARTMENT ORIGINAL SCALE IN INCHES

vr CAL copies of this plan sheet .....__,-- - - � FOR REDUCED PLANS 0 1 2 3 PROJECT MANAGER

SHEET 32 OF 167

VAULT NO.

I I

8.58' Rt "M" 17+57.17 = "W1" 9+14.82

END REMOVE PIPE

END 12" COATED DIP

CONNECT TO Exist 12"

SEE NOTES 1, 2, 6 & 8

Exist 6" WATER

j. 40

MURRAY STREET

-17+00-----�

"W1" LINE = 12'' COATED DIP WATERLI

WATERLINE 1

0 10· 20·

1w- I

SCALE: 1 "= 1 O'

40 NI-----+-----------------------------+-----------+-------<

22.50' VERTICAL BEND

SEE NOTE 4

STA 8+61.97

'\._18" </J SD

INV 16.29 !NV 13.69±

22.50" VERTICAL BEND

� SEE NOTE 4

� TA 9+16.06

,___o __ +--- - - - -�· t-- - - - - - - - - - - -- -----E-ND-1-2-"-- i::>-V�-WAlcRblNEc-- - - - -t---0------<

� CONN[CT TO Exist

I

INV 16.29±

� 8+50 9+00

J

PROFILE

"W1" LINE

1"=10'

BY CHECKED

ACP - ASBESTOS CEMENT PIPE

DIP - DUCTILE IRON PIPE

FL - FULL LENGTH

RL - RESTRAINED LENGTH

SSFM - SANITARY SEWER FORCE MAIN

.JVVVVVv-- REMOVE PIPE

NOTES:

1.

2.

3.

4.

5.

6.

7.

8.

EXISTING UTILITY ELEVATION AND/OR LOCATION

UNKNOWN AND TO BE FIELD VERIFIED. ADJUST

WATERLINE AS NECESSARY TO AVOID CONFLICT

WITH Exist UTILITIES.

INSTALL SERVICE CONNECTION PER CITY OF

SANTA CRUZ WATER SYSTEM STANDARD DETAIL

1.

GATE VALVE INSTALLATION PER CITY OF SANTA

CRUZ WATER SYSTEM STANDARD DETAIL 11.

INSTALL THRUST BLOCK PER CITY OF SANTA

CRUZ WATER SYSTEM STANDARD DETAIL 19.

FOR RESTRAINED LENGTH DETAILS NOT SHOWN

SEE JOINT RESTRAINT INSTALLATION PER CITY

OF SANTA CRUZ WATER SYSTEM STANDARD

DETAIL 18.

FOR TRENCH DETAILS NOT SHOWN SEE

STANDARD WATER MAIN TRENCH PER CITY OF

SANTA CRUZ WATER SYSTEM STANDARD DETAIL

15.

WHEN 3' MINIMUM COVER CANNOT BE ACHIEVED

SEE SUB-STANDARD WATER MAIN TRENCH PER

CITY OF SANTA CRUZ WATER SYSTEM STANDARD

DETAIL 16.

CAP WITH TEMPORARY BLOW OFF WHILE 12"

WATERLINE IS OUT OF SERVICE.

9. MAKE CONNECTIONS ONLY AFTER PASSING

DISINFECTION AND TESTING. TEMPORARY BLOW

OFFS NEEDED AT EACH END OF NEW MAIN.

REGISTERED ENGINEER - CIVIL A°-.....n_----

PREPARED FOR THE

CITY OF SANTA CRUZ

PUBLIC WORKS DEPARTMENT

DESIGN A. BEDAL J. CONKLIN

11 -:-:t \

TRC Engineers or its officers c I T Y o F or agents shall not be

SANIACRIJZ responsible for the accuracy

��pf:sm�ie\�7:

s

�la� =���r onic

DETAILS

BY

D. LOR

QUANTITIES

BY

ORIGINAL SCALE IN INCHES

FOR REDUCED PLANS

CHECKED

J. CONKLIN

CHECKED

MARK IMBRIANI

PROJECT MANAGER

20'

RECONNECT

HYDRANT

� (TO FIR H

I

R

Exist 4" FIRE SERVIC

±277' Rt "M" 18+64.85

CONNECT WITH 6" TEE AND VALVES

SEE NOTE 9

I w REVISED PER ADDENDUM No. #

NOTE:

SCALE: 1 "= 1 O'

EM'.O�E EXISTING BLOW-OFF AND

CONNl:.CT NEW 6" MAIN TO END OF

EXISTING 6" MAIN

'{}, SEE NOTE 9

100% SUBMITTAL

NOT FOR CONSTRUCTION

THE CONTRACTOR SHALL VERIFY ALL

CONTROLLING FIELD DIMENSIONS BEFORE

ORDERING OR FABRICATING ANY MATERIAL. W-3

BRIDGE NO.

36C0108 MURRAY STREET BRIDGE SCALE 1"=10'

CONTRACT NO. SEISMIC RETROFIT AND BARRIER REPLACEMENT

SHEET 33 OF 167

.----�W;;-;-;A;--;;T;;E;-;R;-;L-;l�N�E;--;;P;;;;L�A;--;N�A;--;N-;;D;;-;;P:;;R;-;;;O�F;;;I L;-;E;;--------i--

VA

ULT

N O

EA NO.

DISREGARD PRINTS BEARING

REVISION DATES (PRELIMINARY STAGE ONLY) xxxxxxx

EARLIER REVISION DATES --

JConklin Rectangle

JConklin Rectangle

4.39' Rt "M" 11+01.19 = ''W2'' 11 +00.00

BEGIN 6" PVC PIPE

CONNECT TO 12" PVC =::\=�===:==:::c4--\---��::::__--f----J#li+�-� s:-- _________ ----j I..LI�-+-----�==

SEE NOTE 2

5.89' Rt "M" 11+01.19 = "W2" 11+01.50

INSTALL 6" GATE VALVE

SEE NOTE 3

12.71' Rt "M" 10+97.00

P WATERLINE

REMOVE Exist 6" GATE VALVE

24.00' Rt "M" 11 +01 .20 "W2" 11+19.61

90" BEND

SEE NOTE 4

24.00' Rt "M" 11 +08.04 "w2'' 11+26.45

22.50' BEND

SEE NOTE 4

29.96' Rt "M" 11 +22.42 'W2'' 11 +42.02

11.25' BEND

SEE NOTE 4

JOINT UTILITY RENCH

SEE UTILITY PLANS

WATERLINE 2

STA 11+26.45

34.32' Rt "M" 11 +67.55 = "W2" 11 +92.85

22.50' BEND

SEE NOTE 4

0 10' 20·

1r- i

SCALE: 1 "= 1 O'

31' Rt "M" 11+95.22

34.3,1-',_Rt "M" 11 +94.22 = "!2.'' 12+19.53

INSTALL 6" GATE VALVE

SEE��

ACP - ASBESTOS CEMENT PIPE

DIP - DUCTILE IRON PIPE

FL - FULL LENGTH

RL - RESTRAINED LENGTH

SSFM - SANITARY SEWER FORCE MAIN

�- REMOVE PIPE

NOTES:

1. EXISTING UTILITY ELEVATION AND/OR LOCATION

UNKNOWN AND TO BE FIELD VERIFIED. ADJUST

WATERLINE AS NECESSARY TO AVOID CONFLICT

WITH Exist UTILITIES.

2.

3.

4.

5.

6.

7.

INSTALL SERVICE CONNECTION PER CITY OF

SANTA CRUZ WATER SYSTEM STANDARD DETAIL

1.

GATE VALVE INSTALLATION PER CITY OF SANTA

CRUZ WATER SYSTEM STANDARD DETAIL 11.

INSTALL THRUST BLOCK PER CITY OF SANTA

CRUZ WATER SYSTEM STANDARD DETAIL 19.

FOR RESTRAINED LENGTH DETAILS NOT SHOWN

SEE JOINT RESTRAINT INSTALLATION PER CITY

OF SANTA CRUZ WATER SYSTEM STANDARD

DETAIL 18.

FOR TRENCH DETAILS NOT SHOWN SEE

STANDARD WATER MAIN TRENCH PER CITY OF

SANTA CRUZ WATER SYSTEM STANDARD DETAIL

15.

WHEN 3' MINIMUM COVER CANNOT BE ACHIEVED

SEE SUB-STANDARD WATER MAIN TRENCH PER

CITY OF SANTA CRUZ WATER SYSTEM STANDARD

DETAIL 16.

22.50' HORIZONTAL BEND

STA 11 +88_98 1-----------------+---+---------+-----,-SfA-1-1- +40'9"-----------------1------------�"'-- .;;.

;;,V'--,1"0_.. ,,;5.:--:---:---'---------------- STA 11+10.88 INV 23.12 22.50" VERTICAL BEND INV '23.12 22.50' VERTICAL BEND STA 11+61.88 SEE NOTE 4 45' VERTICAL IBEND SEE NOTE 4 11.25' HORIZONT L BEND

""L___'.4'.::0'....__j_ ______________ ;:,iSEJ:,E�N�©l!-1' T1,_E...!_4L Jr-+------+----+-----------f-------t-----------;7'---------------------- N N N

STA 11 +07.05

INV 26.95

45' VERTICAL BEND

SEE NOTE 4

STA 11 +00.00

CONNECT TO 12" WATERLINE

INV 26.95±

STA 11 + 70.80

INV 10.76

SEE NOTE 4

22.50' VERTICAL ,END

� 18" ¢ SD � RETAINING WALL 11 INV 8.26±

i O TOP OF FOOTING ELEV 19.50 SEE NOTE 1

� L_..:::__-1-------�'-'--':'.'_ �':'...'..'.'.'..:'..._.=-==:..'..._��ST..1

----.-,11.-+"1"'9'.6"""1-f--------+------+------------t--�

M

"::i=n "-'.

C

:".'.0:--:

VE

R

::----i--�

STA 11 +92.85

22.50' HORIZONTAL BEND

STA 12+05.16

INV 4.05

22.50' VERTICAL BEND

SEE NOTE 4

STA 12+19.53

INV 4.05

6" GATE VALVE

STA 12+20.53

INV 4.05±

� 90' HORIZO

I

NTAL BEND RETAINING WALL 11

] TOP OF FOOTING ELEV 17.50 RETAINING WALL 11 RETAINING WALL 11

c:; TOP OF FOOTING ELEV 11.00 TOP OF FOOTING ELEV �.00 �L-_1_ _______ _1_ ________ ��:..:..=......::=---=-���::..:..::....::��...:.......::::�:..:..__ ___ ----:;-:�-----------------'--------i J 11+00 11+50 PROFILE 12+00 12+50 .,:;-

NOTE: J

"W2" LINE 100% SUBMITTAL THE CONTRACTOR SHALL VERIFY ALL

�c 1"=10' NOT FOR CONSTRUCTION CONTROLLING FIELD DIMENSIONS BEFORE w 4 "'L-....,,....,,---------""T"---------------------,,--"""'T�-------'T'cH'wrni'------,-------------r,aiwoe,m.""T-------,ui�;;;��=;=;:;;;;�:;:=����� o

R

DE

R

1N

G o

R

F

A

B:,:

R c:

AT

1N

G

A

NY

T

MA

T

ER

1A

L

·����-7DESIGN BY

A. BEDAL CHECKEDJ. CONKLIN BRIDGE NO.

MU RRAY S T REE T BRI DGE SCALE 1"=10'

¢� li� C co�!�c� o

:o. 1--=S-=E:..:..IS=-M�I C�R-;;;E;;;;;T;;-;;R�O;-;f;-;-I T-;-;;;-A-;;;N�D�B:-;-A-;;R;--;;R:--;;IE�R-;;-;;R;;-:E;;-P-;;L-;-;;A�C;;;-E_M_E_N_T_--i-_sHE_ET_3=-:4_o_F_1..::_67--l

�- PREPARED FOR THE

REGISTERED ENGINEER - CIVIL

TRC Engineers or its officers or agents shall not be responsible for the accuracy or completeness of electronic copies of this pion sheet

� CITY OF SANTA CRUZ

� PUBLIC WORKS DEPARTMENT

DETAILS

BY

D. LOR

QUANTITIES

BY

ORIGINAL SCALE IN INCHES

FOR REDUCED PLANS

CHECKED

CHECKED

J. CONKLIN

• n. WATERLINE PLAN AND PROFILE VAULT NO.

MARK IMBRIANI EA NO.

DISREGARD PRINTS BEARING REVISION DATES (PRELIMINARY STAGE ONLY)

PROJECT MANAGER EARLIER REVISION DATES --

-----:=:--� �r-�� -==��-G--�-g -------=---··• ---------------====-:9._G - ---- -g -

-17+00- _

MURRA� �ET L

"M" LINE B----- --_ -

I

--��������=�-��-�-v

- �����<�-�• .. 9:� ��

�� 12.79' Rt "M" 17+00.63 ,n � - ------- 0- _

BEGIN REMOVE PIPE _ --�

_ -�iiil-�iiiiiiiiii

REMOVE 12" GATE VALVE . T --" w-� -�..'.':'.•= �-

10·

1"= 10· l.l. I I f ------= - =- :::-::_--"1' � ' -fee"" --... pOR

20'

ACP - ASBESTOS CEMENT PIPE

DIP - DUCTILE IRON PIPE

FL - FULL LENGTH

RL - RESTRAINED LENGTH

SSFM - SANITARY SEWER FORCE MAIN

JVVVVV'v-- REMOVE PIPE

NOTES:

1. EXISTING UTILITY ELEVATION AND/OR LOCATION

UNKNOWN AND TO BE FIELD VERIFIED. ADJUST

WATERLINE AS NECESSARY TO AVOID CONFLICT

WITH Exist UTILITIES.

2. INSTALL SERVICE CONNECTION PER CITY OF

SANTA CRUZ WATER SYSTEM STANDARD DETAIL

1.

G§L==:__ ___ G-----= 'k'· \\ 0.30' Lt "M" 16+36.65

' 11.25" BEND "M" LINE +

,.,----\ = "w4'' 15+3□.64 MURRAY STREET

I

-- - � SfE NOTE 4 1 -Jltl-'-- - -

- -17+00- -'l-- - - -

10' 20'

SCALE: 1 "= 1 O'

l,.

I I ,RW No. 17 // /��= ;:;;--_::--::-�ALE.

�� ,,� 1 - e-= =-=-:._ � LiMtTs - - 40.QQ' Rt "M" 17+08.19 - � � a I .._ �

3. GATE VALVE INSTALLATION PER CITY OF SANTA

CRUZ WATER SYSTEM STANDARD DETAIL 11.

I ·

11.64' Rt "M" 16+40.58 vv = "W4" 15+43.21

--,--++----'c·-=---u---i-tt-22.50" BEND ,.,-"W'" LINE = 6" PVC WATERLINE 31.66' Rt "M" 17+06.00

- "W3" 13+27.45 �so' s�

INSTALL 6" GATE VALVC �

so �-=---so

\ 8 ,� SEE NOTE 4

- _ /END REMOVE PIPE

,, �>+22 -

BEGIN 6 PVC WATERLINE " '-..../ □-

� R/W SEE NOTE 1, 2 & 4 =------- > _t0 �- 1 - � � .,.,. -- �

47.33' Rt "M" 17+05.5�--

1�"1,;t;_ - =-��

BEGIN REMOVE PIPE IQ� '\ \

EE NOTE 9 RW No. �'

REMOVE Exist 6" WATER VALVE ' L ___ -- // � < - +78 ---...._ /1 "W3" LINE = 6" PVC WATERLINE 'H-J .. w--·-'+--· -----1v--4,,._ ""--

61.54' Rt "M" 17+09.05 = "W3" 13+49.01

END REMOVE PIPE

END 6" PVC WATERLINE

CONNECT TO Exist 6" WATERLINE

BEGIN 6" PVC WATERLINE

SEE NOTES 1 , 2, & 8

\ 1 -� 59.34' Rt "M°" 1-7+42.76

59.70' Rt "M" 17+39.09\ = "W3" 13+74.77

INSTALL 6" GATE VALVE

SEE NOTES 3 & 8

= "W3" 13+ 78.00

END REMOVE PIPE

END 6" PVC WATERLINE

45· ELBOW

CONNECT TO Exist

SEE NOTES 1 & 2

CONNECT TO Exist 6" WATERLINE

4. INSTALL THRUST BLOCK PER CITY OF SANTA

CRUZ WATER SYSTEM STANDARD DETAIL 19.

5. FOR RESTRAINED LENGTH DETAILS NOT SHOWN

SEE JOINT RESTRAINT INSTALLATION PER CITY

OF SANTA CRUZ WATER SYSTEM STANDARD

DETAIL 18.

6. FOR TRENCH DETAILS NOT SHOWN SEE

STANDARD WATER MAIN TRENCH PER CITY OF

SANTA CRUZ WATER SYSTEM STANDARD DETAIL

15.

7. WHEN 3' MINIMUM COVER CANNOT BE ACHIEVED

SEE SUB-STANDARD WATER MAIN TRENCH PER

CITY OF SANTA CRUZ WATER SYSTEM STANDARD

DETAIL 16.

8. RECONNECT FIRE HYDRANT LATERAL AFTER 1"

WATER SERVICE DISINFECTION, TESTING, AND

SYSTEM CONNECTION.

9. WATER SERVICE TO REMAIN UNTIL WATERLINE 3

IS IN SERVICE.

.s

\ '\� SD \ L, \\ \ '\\ SD

Ii% <A - - _ "� ·- J:-:�--- � REMOVE Exist 1 o

/ Iii � -=--... 7--=-. WATER VALVE

.. , SEE NOTE 1 �.V

·Tl/ , M ' - " \ '.'r¥7"'--- .. :,n

40.47' Rt "M" 16+69,96

= "W4" 15+84.37

45' BEND

SEE NOTE 4

I �.32

R} "�4z/ REMOVE Exist 6" GATE VALVE

SEE NOTE 1

WATERLINE 4

STA 15+89.91

\ INV 4.25

11.25' VERTICAL BEND

RW No. 18

IV

,. ' ....... .... 'I. rls-

"°'l.u.;;,.=�

40.00' Rt "M" 17+08.19 = "W4" 16+21.61

END 6" PVC WATERLINE

45' BEND

CONNECT TO 1 O" PVC WATERLINE

SEE NOTE 1 & 2

SEE NOTE 4

STA 13+49.01

"" 40 rJOINT UTILITY TRENCH BEGIN 6" WATERLINE 40 STA 15+80.52 7 1-----+---------+----

-i� sE=E

�u T=1L

ITY

P

LA

N=s

-+-�IN�

v �5 =73�--------1-----1----------+----------------------�

IN�

v

�.=37��---+----�

·TA-rs:i=-rT80

NN0N INV 5-73 SEE NOTE 4 11.25' VERTIOAL BEND /

STA 13+50.00 ·

11.25· VERTICAL BEND l1Nv 5.73

Ir� /RW No. 17 6" GATE VALVE t o. SEE NOTE 4 f--------___,i c,...:;:::

o �:rt=tti=

-i=t J oG -t RW No. 18 11/�i;: �-�;

50.00 � :�,_ _ _ _ _ _ _ _ _ _ _ __ s_T _A _1 _

1�-t6-�-:�-�;

��Tt �-�;16.70

: r--- _r,E; _ _ rOG=FG

6" GATE VALVE ' ' � /

GRADE BEAM� 22.50' VERTICAL BEND � _ _ _ _ 6" GATE VALVE

>=' 20 - I � 20 • � SEE NOTE 4 [°G n ,FG _ - - _

1-----+--- - - - ---+- ----l-

R ��L

- -t/-·-/- -_-R- L=_F_

L ----r

1, -1

'-1...

--\\L\ 1 ' \ 5, �

L 5, Rl?nJ-- RL FL �+ l/c / I\ / I - LJ R

5' R

L L:_J RL

L !L o R

FL

Rt f\_ !L

� \ 1

" TOP OF FOOTING ELEV 3.75 �sTA 13+78.00 INV 3.00± 22.50" VERTICAL BEND 45· HORIZONTAL BEND .s SEE NOTE 4 0

1--- - - - - - --t-----1. ".:,.:, STA 15+00.0l}/ STA 15+30.64

STA 15+61.34

j o. -'=sTA-rn =FOo.3o�- - - ---j � s�� v

N6ii� / \RETAINING WALL 18 CONNECT TO Exist 11.25' HORIZONTAL BEND INV 3.00 STA 15+84 37 � \ \�\�:

�ERTICAL BEND

i O CONNECT TO Exist O STA 15+43.21 SEE NOTE 4 ::, �------+--- - - - - - -+--- - - - - --+- - - - - - - - - - - - - -�1--- -������-+------+-- - - - - - - -+-- -- -����� -- - - - - - - -/- -- - - - - - - - - - -�l-+ -+--- - - - - - - - ----il--------1 -- INSTALL PIPE SLEEVE _; STA 13+74.77 _J INV 5.73± 22.50' HORIZONTAL BEND 18" r/J SD_/ 'in

\ � THf OUGH RETAINING WALL �R=ET=A=IN=IN=G_W=A=L=L �1=8 __ _

I

INV 5.73 INV 3.87±, SEE NOTE 1 TOP OF FOOTING ELEV 3.75

i

6" GATE VALVE

-o -□ ------- P R

O F

IL

E

5□-----------------'-----'--------o_ o _____ P R O

F

IL

E

5+

6+-□ -o-----------'------1

J "W3" LINE "W4" LINE

] 1"=10' 1"=10' u, NOTE:

I

100% SUBMITTAL THE CONTRACTOR SHALL VERIFY ALL

NOT FOR CONSTRUCTION CONTROLLING FIELD DIMENSIONS BEFORE

ORDERING OR FABRICATING ANY MATERIAL. W-5

't-�==--------""T"---------------------,r----""T'�------"""T�=-------,r-------------""'T"-==�--r-------------------------------,---------1 ;;; vl',0f�

BRIDGE NO.

MURRAY STREET BRIDGE SCALE 1"=10' BY CHECKED

? &���\REGISTERED ENGINEER - CML �-{\

co�!�c� o

:o. SEISMIC RETROFIT AND BARRIER REPLACEMENT SHEET 35 OF 167 � :1

TRC Englneen, o, 11• officen, � .----�W;;-;-A�T;;E;;;R;;-;-L-;l�N;;E;;-;P;;;L;--A�N:;--;A�N�D;--;P;-;R;;-;;;Q�f;;;l;-;L-;E;;--------i- V

AU

LT

N O .:...____:_.::.:.__i

DESIGN

PREPARED FOR THE A. BEDAL J. CONKLIN

¢)T�C

BY CHECKED

DETAILS D. LOR J. CONKLIN

CITY OF SANTA CRUZ QUANTITIES

BY CHECKED

t\ or agents shall not be SANIACRIJZ g' • CIVIL �"t- responsible for the occuroc:,:

EA NO. I REVISION DATES (PRELIMINARY STAGE ONLY) xxxxxxx ·j OF t..\l� or completeness of electronic

DISREGARD PRINTS BEARING

J; C� ooplos of this pion ,h,et EARLIER REVISION DATES - I I I I I I I I I I I I PUBLIC WORKS DEPARTMENT ORIGINAL SCALE IN INCHES I I I I I I MARK IMBRIANI

FOR REDUCED PLANS 0 1 2 3 PROJECT MANAGER

Conklin, Justina

From: Conklin, Justina Sent: Tuesday, November 9, 2021 12:20 PM To: Conklin, Justina Subject: RE: Relocation Letter, City of Santa Cruz

Good morning Justina, The waterline is not actually in Franchise.

It is a City-owned and operated water main located on a City-owned and operated bridge.

No easement is necessary.

Thanks so much for your help with the waterline package!

Please call to discuss any implications.

Doug Valby, P.E.

Associate Civil Engineer City of Santa Cruz Water Dept.

Telephone: (831) 212-5501 dvalby@cityofsantacruz.com

From: Douglas Valby <dvalby@cityofsantacruz.com> Sent: Friday, September 10, 2021 4:28 PM To: Christensen, Mark <MChristensen@trccompanies.com>; Heidi Luckenbach <hluckenbach@cityofsantacruz.com> Cc: Conklin, Justina <JConklin@trccompanies.com> Subject: RE: [EXTERNAL] Relocation Letter, City of Santa Cruz

This is an EXTERNAL email. Do not click links or open attachments unless you validate the sender and know the content is safe.

Sorry for the delayed response Mark.

Turns out we are not 100% sure what how to convey our water main rights and are seeking guidance from the City’s Attorney.

Please bear with us…

Doug Valby, P.E.

Associate Civil Engineer City of Santa Cruz Water Dept.

Telephone: (831) 212-5501 dvalby@cityofsantacruz.com

From: Christensen, Mark [mailto:MChristensen@trccompanies.com] Sent: Wednesday, September 8, 2021 8:08 AM To: Heidi Luckenbach <hluckenbach@cityofsantacruz.com>; Douglas Valby <dvalby@cityofsantacruz.com> Cc: Conklin, Justina <JConklin@trccompanies.com> Subject: RE: [EXTERNAL] Relocation Letter, City of Santa Cruz Importance: High

Heidi and Doug, Back in April, during our discussions with you on the Murray Street Bridge waterline relocation, I requested information regarding franchise or easement information for that line across the bridge (see highlight below). I cannot find any correspondence after that email addressing this matter. TRC is about to submit the waterline utility agreement to

Caltrans and need this as soon as possible to prevent delays in approval and the project. Please provide this information or let me know if there is someone else I need to be contacting to get this information.

Thank you, Mark Christensen Project Manager

10680 White Rock Road, Suite 100, Rancho Cordova, CA 95670 T 916.366.0632 LinkedIn | Twitter | Blog | TRCcompanies.com

Please note that our domain name and email addresses have changed

From: Christensen, Mark Sent: Tuesday, April 6, 2021 9:10 PM To: Heidi Luckenbach <hluckenbach@cityofsantacruz.com> Cc: Douglas Valby <dvalby@cityofsantacruz.com>; Conklin, Justina <JConklin@trccompanies.com> Subject: RE: [EXTERNAL] Relocation Letter, City of Santa Cruz

Hi Heidi, Thanks for following up. We will be working closely with Doug on the relocation design of the waterline and specs for construction. We will be including the waterline design in the City’s PS&E. The one piece of information that we will need that was not requested is whether or not the existing waterline is in Franchise or do you have a private easement across the bridge. If you could just e‐mail that information for me for the files, that would be great.

Thank you, Mark Christensen Project Manager

10680 White Rock Road, Suite 100, Rancho Cordova, CA 95670 T 916.366.0632 LinkedIn | Twitter | Blog | TRCcompanies.com

Please note that our domain name and email addresses have changed

From: Heidi Luckenbach <hluckenbach@cityofsantacruz.com> Sent: Tuesday, April 6, 2021 6:07 PM To: Christensen, Mark <MChristensen@trccompanies.com> Cc: Douglas Valby <dvalby@cityofsantacruz.com> Subject: RE: [EXTERNAL] Relocation Letter, City of Santa Cruz

This is an EXTERNAL email. Do not click links or open attachments unless you validate the sender and know the content is safe.

Hi Mark

I just wanted to check in to see if you’d like to chat about this project. I have not followed up on the materials sent back in February (not sure I need to) but didn’t want any of the administrative details to get lost.

Feel free to email or call as needed.

Thanks.

Heidi-

Heidi R. Luckenbach, P.E.

Deputy Director/Engineering Manager

City of Santa Cruz Water Department 212 Locust St., Suite C / Santa Cruz CA 95060 831/420‐5214 (direct) |…