Intertie_1_PLANS_5.30.24.pdf

PDF 24 MB Posted May 30, 2024

Attached to: Regional Drought Resiliency Project: Intertie-1 Santa Cruz-Scotts Valley
Solicitation number: IFB No. WT-0138
Issued by: Santa Cruz County, San Francisco City, California

About this file

Written by GovTribe AI · Jul 1, 2025

The document is a comprehensive set of engineering and construction design plans for the Regional Drought Resiliency Project: Intertie No. 1 between the City of Santa Cruz Water Department and the Scotts Valley Water District (SVWD). The project involves constructing approximately 8,000 linear feet of 12-inch diameter bidirectional water pipeline and a pump station to enable water transfers between the two water systems during varying seasonal conditions. The design plans, prepared by Kennedy/Jenks Consultants in January 2024, include detailed civil, structural, architectural, mechanical, electrical, and instrumentation drawings covering pipeline routing, pump station site layout, equipment specifications, and technical details for the infrastructure.

The project is designed to enhance water supply resilience, allowing water transfers from SVWD to Santa Cruz during dry seasons or drought years, and potentially reversing flow during wet seasons. The pump station will be located on La Madrona Drive and includes multiple vertical turbine pumps, electrical systems, control panels, and associated infrastructure. The total project involves multiple design sheets covering pipeline routes across Santa Cruz County, with specific attention to terrain, existing utilities, and environmental considerations such as Sandhills habitat protection. The documents indicate the project is funded as a regional water system improvement initiative, with precise engineering specifications to ensure robust and flexible water transfer capabilities between the two water districts.

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File	Type	Posted
Intertie_1_EXHIBITS_5.30.24.pdf	PDF	May 30, 2024
Intertie_1_SPECS_5.30.24.pdf	PDF	May 30, 2024

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TITLE

PROJECT LOCATION MAP

INDEX TO PLANS

2268038.00_G001.dwg

G001

JCB

WAS

DBH

PROJECT LOCATION MAP

USE OF DOCUMENTS

NO. REVISION DATE

25mm

SCALES

CHECKED

DESIGNED

DRAWN

DATE

SHEET OF

FILE NAME

JOB NO.

D E F G HA B C

IF THIS BAR IS NOT

DIMENSION SHOWN,

ADJUST SCALES

ACCORDINGLY.

THIS DOCUMENT, INCLUDING THE INCORPORATED

DESIGNS, IS AN INSTRUMENT OF SERVICE FOR THIS

PROJECT AND SHALL NOT BE USED FOR ANY OTHER

PROJECT WITHOUT THE WRITTEN AUTHORIZATION

OF KENNEDY/JENKS CONSULTANTS ©.

Kennedy/Jenks Consultants©

2268038.00

JANUARY 2024

Santa Cruz Water Department

INTERTIE NO. 1: SANTA CRUZ -

SCOTTS VALLEY

FINAL DESIGN SUBMITTAL

SANTA CRUZ COUNTY, CALIFORNIA

CITY OF SANTA CRUZ

KENNEDY/JENKS CONSULTANTS

SANTA CLARA, CALIFORNIA

PLANS

INTERTIE NO. 1:

SANTA CRUZ -

SCOTTS VALLEY

GENERAL

G001 - TITLE - PROJECT LOCATION MAP - INDEX TO PLANS

G002 - LEGEND AND ABBREVIATIONS - GENERAL NOTES

G003 - INTERTIE EXTENSION - SHEET LAYOUT

G004 - INTERTIE NO. 1 - SHEET LAYOUT

CIVIL

C101 - INTERTIE EXTENSION - PLAN AND PROFILE - STA 1+00 TO STA 5+00

C102 - INTERTIE EXTENSION - PLAN AND PROFILE - STA 5+00 TO STA 9+50

C103 - INTERTIE EXTENSION - PLAN AND PROFILE - STA 9+50 TO STA 14+00

C104 - INTERTIE EXTENSION - PLAN AND PROFILE - STA 14+00 TO STA 16+63

C105 - INTERTIE NO. 1 - PLAN AND PROFILE - STA 1+00 TO STA 4+50

C106 - INTERTIE NO. 1 - PLAN AND PROFILE - STA 4+50 TO STA 9+50

C107 - INTERTIE NO. 1 - PLAN AND PROFILE - STA 9+50 TO STA 14+50

C108 - INTERTIE NO. 1 - PLAN AND PROFILE - STA 14+50 TO STA 19+50

C109 - INTERTIE NO. 1 - PLAN AND PROFILE - STA 19+50 TO STA 24+50

C110 - INTERTIE NO. 1 - PLAN AND PROFILE - STA 24+50 TO STA 29+50

C111 - INTERTIE NO. 1 - PLAN AND PROFILE - STA 29+50 TO STA 34+50

C112 - INTERTIE NO. 1 - PLAN AND PROFILE - STA 34+50 TO STA 39+50

C113 - INTERTIE NO. 1 - PLAN AND PROFILE - STA 39+50 TO STA 44+50

C114 - INTERTIE NO. 1 - PLAN AND PROFILE - STA 44+50 TO STA 49+50

C115 - INTERTIE NO. 1 - PLAN AND PROFILE - STA 49+50 TO STA 54+50

C116 - INTERTIE NO. 1 - PLAN AND PROFILE - STA 54+50 TO STA 59+50

C117 - INTERTIE NO. 1 - PLAN AND PROFILE - STA 59+50 TO STA 64+50

C118 - INTERTIE NO. 1 - PLAN AND PROFILE - STA 64+50 TO STA 69+50

C119 - INTERTIE NO. 1 - PLAN AND PROFILE - STA 69+50 TO STA 74+50

C120 - INTERTIE NO. 1 - PLAN AND PROFILE - STA 74+50 TO STA 79+50

C121 - INTERTIE NO. 1 - PLAN AND PROFILE - STA 79+50 TO STA 81+80±

C123 - PUMP STATION - SITE PLAN

C124 - PUMP STATION - GRADING AND DRAINAGE PLAN

C501 - CIVIL DETAILS I

C502 - CIVIL DETAILS II

C503 - CIVIL DETAILS III

C504 - CIVIL DETAILS IV

C505 - CIVIL DETAILS V

STRUCTURAL

S001 - STRUCTURAL NOTES AND ABBREVIATIONS

S002 - STRUCTURAL SPECIAL INSPECTION AND TESTING NOTES - I

S003 - STRUCTURAL SPECIAL INSPECTION AND TESTING NOTES - II

S004 - STANDARD DETAILS - I

S005 - STANDARD DETAILS - II

S006 - STANDARD DETAILS - III

S101 - PUMP STATION - FOUNDATION AND ROOF FRAMING PLANS

S301 - PUMP STATION - SECTIONS AND DETAILS - I

S302 - PUMP STATION - SECTIONS AND DETAILS - II

ARCHITECTURAL

A001 - PUMP STATION - DOOR SCHEDULE, FINISH SCHEDULE, AND CODE SUMMARY

A101 - PUMP STATION - FLOOR PLAN AND EXTERIOR ELEVATIONS

A501 - PUMP STATION - DETAILS

MECHANICAL

M101 - PUMP STATION - PLAN

M301 - PUMP STATION - SECTIONS

M501 - PUMP STATION - DETAILS

ELECTRICAL

E001 - ELECTRICAL - GENERAL NOTES, ABBREVIATIONS, AND SYMBOLS

E101 - PUMP STATION - SITE PLAN

E102 - PUMP STATION - LIGHTING PLAN, LIGHT FIXTURE, AND PANELBOARD SCHEDULES

E103 - PUMP STATION - POWER AND SIGNAL PLAN

E501 - PUMP STATION - SINGLE LINE DIAGRAM, MCC AND SWITCHBOARD ELEVATIONS

E502 - WIRING DIAGRAMS

E503 - PUMP STATION - CONDUIT AND WIRE SCHEDULE

E504 - STANDARD DETAILS

INSTRUMENTATION

I001 - PROCESS AND INSTRUMENTATION LEGEND

I602 - PROCESS AND INSTRUMENTATION DIAGRAM PUMP STATION

I603 - STANDARD DETAILS

INDEX TO PLANS

BASIS OF BEARINGS

BEARINGS AND POSITIONING FOR THIS SURVEY ARE SHOWN IN CALIFORNIA STATE PLANE

COORDINATES (ZONE 3) AND WERE DETERMINED FROM A REALTIME KINEMATIC (RTK) GPS TIE TO NATIONAL GEODETIC SURVEY (NGS) BENCHMARKS DESIGNATED "HPGN D CA 04-AH" AND "HPGN D CA 04-AJ" NORTH 45°15'03" WEST 34,659.19' - MEASURED NORTH 45°15'03" WEST 34,659.23' - CALCULATED

BASIS OF ELEVATIONS

ELEVATIONS FOR THIS SURVEY ARE SHOWN IN NORTH AMERICAN DATUM OF 1988 (NAVD88) BASED ON A TIE TO THE SANTA CRUZ COUNTY BENCHMARK #343A, LOCATED ON THE TOP OF A 2 FOOT HIGH CONCRETE WALL IN THE FRONT OF SIMS ROAD FIRE STATION OPPOSITE OF BROOK KNOLL DRIVE.

BENCHMARK ELEVATION = 511.75 (NAVD88)

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Sa nt a C ru z

W at er D ep ar tm en t\P ro je ct s\ In te rti es

.0 0\

-D es ig n\

.0 6-

D ra w in gs \G en er al \2

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STATE HWY 9

STATE H

Y 17

G R

ILL R

GRAHAM HILL RD

R D

MT HERMON RD

QUAIL HOLLOW RD

STATE H

Y 9

STATE H

Y 9

FELTON EMPIRE RD

EMPIRE GRADE RD

MT HERMON RD

T G

H R

CKEW

OOD

HIHN RD

SCOTTS VALLEY DR

REE

RAHAM

HILL RD

HIHN RD

GLEN

ARBOR

cross county line

STATE H

Y 9

CONFERENCE

RIDGE WY

FOREST RDMADRONE

AVE

WOODWARDIA

E H

W Y

7LA

O N

SILVERWOOD

Felton

Scotts Valley

Santa Cruz

INTERTIE

NO. 1

INTERTIE

EXTENSION

LEGEND AND ABBREVIATIONS

GENERAL NOTES

2268038.00_G002.dwg

G002

JCB

WAS

DBH

TREE CALLOUT UPDATES MAR 2024 DLE

USE OF DOCUMENTS

NO. REVISION DATE

25mm

SCALES

CHECKED

DESIGNED

DRAWN

DATE

SHEET OF

FILE NAME

JOB NO.

D E F G HA B C

IF THIS BAR IS NOT

DIMENSION SHOWN,

ADJUST SCALES

ACCORDINGLY.

THIS DOCUMENT, INCLUDING THE INCORPORATED

DESIGNS, IS AN INSTRUMENT OF SERVICE FOR THIS

PROJECT AND SHALL NOT BE USED FOR ANY OTHER

PROJECT WITHOUT THE WRITTEN AUTHORIZATION

OF KENNEDY/JENKS CONSULTANTS ©.

Kennedy/Jenks Consultants©

2268038.00

JANUARY 2024

Santa Cruz Water Department

INTERTIE NO. 1: SANTA CRUZ -

SCOTTS VALLEY

FINAL DESIGN SUBMITTAL

DRIVEWAY

FLAG NOTE

MONUMENT OR SURVEY POINT

SECTION CORNER

ELEVATION MARK

(REFERENCE)

(DESIGN)

HANDICAP ACCESS RAMP

SURVEY PANEL

CURVE NO.

CIVIL/GENERAL SYMBOLS

BENCH MARK

SOIL TEST PIT, IDENTIFICATION NUMBER

SOIL BORING, IDENTIFICATION NUMBER

STREET LIGHT AND TRAFFIC SIGNAL

GUY ANCHOR

CATCH BASIN

DROP INLET

CLEAN OUT

TRAFFIC SIGNAL

TELEPHONE RISER

STREET LIGHT

YARD LIGHT

FIRE HYDRANT

UTILITY BOX (AS LABELED)

WATER METER

POWER POLE

ELECTROLYSIS TEST STATION

SPOT ELEVATION

T RISER

BRICK OR CONCRETE BLOCK IN SECTION

CHECKERED PLATE IN PLAN

STRUCTURE OR PIPE (NEW)

CONCRETE IN SECTION

FILL

GRADE

SAND

STEEL IN SECTION

GRATING IN PLAN

WOOD IN SECTION

STRUCTURE OR PIPE

DEMOLITION10.35

TP-10

INFORMATION SHOWN MAY NOT BE ALL INCLUSIVE. SEE ALSO ABBREVIATIONS, ON THIS SHEET.

SECTION OR DETAIL REFERENCE

THIS IS A GENERALIZED LEGEND SHEET. THIS CONTRACT MAY NOT USE ALL INFORMATION SHOWN.

SECTION (LETTER)

DETAIL (NUMERAL)

NOTES:

DRAWING NUMBER

DRAWN ON

A C02

CONTOUR MINOR (EXIST)

DITCH OR SWALE

CONTOUR MAJOR (NEW)

CONTOUR MINOR (NEW)

CONTOUR MAJOR (EXIST)

G G G G

SD SD SD

W W W

SS SS SS

FW FW FW

X X

T T T

OHW

E E E

FIRE PROTECTION WATER (EXISTING)

PROPERTY LINE/RIGHT-OF-WAY

HANDRAIL OR GUARDRAIL

CULVERT WITH END SECTIONS

CONTRACTORS WORK AREA LIMITS

WATER SURFACE

GRADE CHANGE LINE

RIDGE LINE

FLOW LINE

GRADED SLOPE

CENTERLINE

TOE

TOP

ELECTRICAL LINE (EXISTING)

TELEPHONE LINE (EXISTING)

CROSSING UTILITIES (EXISTING)

STORM DRAIN (EXISTING)

RECLAIMED WATER (EXISTING)

OVERHEAD POWER (EXISTING)

FENCE

SEWER (EXISTING)

GAS LINE (EXISTING)

WATER LINE (EXISTING)

CTVCABLE TV (EXISTING)

ABBREVIATIONS

CONC

(E)

CONCRETE

CONTROL POINT

EAST

EXISTING

HDPE

FLOW METER

HIGH-DENSITY POLYETHYLENE

NORTH

(N) NEW

PRC

POINT OF CURVATURE

POINT OF REVERSE CURVATURE

STREET

PT POINT OF TANGENCY

AVE AVENUE

STA STATION

ROW RIGHT-OF-WAY

SD STORM DRAIN

RW RECYCLED WATER

TEMP TEMPORARY

PI POINT OF INTERSECTION

EX. EXISTING

W/ WITH

PUE PUBLIC UTILITY EASEMENT

WATER LINE (NEW)

BC BEGIN CURVATURE

B-10

GPS GLOBAL POSITIONING SYSTEM

SS SANITARY SEWER

SSMH SANITARY SEWER MANHOLE

CL CENTER LINE

INI INTERTIE NO 1

MIN MINIMUM

LLC LIMITED LIABILITY COMPANY

OHW OVER HEAD WIRES

VERT VERTICAL

US UNITED STATES

SPECS SPECIFICATIONS

MECH MECHANICAL

AGG AGGREGATE

TYP TYPICAL

AC ASPHALT CONCRETE

PG&E PACIFIC GAS AND ELECTRIC

R RADIUS

BOTT BOTTOM

EC END CURVATURE

CJ CONTROL JOINT

EJ EXPANSION JOINT

DI DROP INLET

FG FINISH GRADE

VAR VARIES

OC ON CENTER

AB AGGREGATE BASE

PCC PORTLAND CEMENT CONCRETE

FT FEET

LF LINEAL FEET

PVC POLYVINYL CHLORIDE

PE POLYETHYLENE

APPROX APPROXIMATE

HWY HIGHWAY

DIA DIAMETER

PSF POUNDS PER SQUARE FOOT

KIPS 1000 POUNDS FORCE

SERV SERVICE

PS PUMP STATION

CLSM CONTROLLED LOW STRENGTH MATERIALS

GV GATE VALVE

HC HANDICAPPED

COM, COMM COMMUNICATION

CB CATCH BASIN

OHW(HV)HIGH VOLTAGE OVERHEAD POWER

(EXISTING) CLR CLEAR

FO FIBER OPTIC

UNK UNKNOWN

MAX MAXIMUM

FCA FLANGED COUPLING ADAPTOR

WM WATER METER

U.N.O. UNLESS NOTED OTHERWISE

ACP ASBESTOS CEMENT PIPE

CM CONSTRUCTION MANAGER

ELEV/EL ELEVATION

FH FIRE HYDRANT

OD OUTSIDE DIAMETER

SCH SCHEDULE

CONTRACTOR STAGING AND

STORAGE AREA

ASPHALT CONCRETE

(IN PLAN)

ASPHALT CONCRETE

(IN SECTION)

GRAVELED AREA IN PLAN

OR SECTION

TCE TEMPORARY CONSTRUCTION EASEMENT

CARV COMBINATION AIR / VACUUM VALVE

WP, W.P. WORKING POINT

COMBINATION AIR / VACUUM VALVE

GALV GALVANIZED

G.I. GALVANIZED IRON

GRS GALVANIZED RIGID STEEL

MUTCD CALIFORNIA MANUAL ON UNIFORM

TRAFFIC CONTROL DEVICES

SVWD SCOTTS VALLEY WATER DISTRICT

MH MANHOLE

IN INCHES

SDMH STORM DRAIN MANHOLE

W V WATER VALVE

TEL TELEPHONE

EXIST EXISTING

DWG DRAWINGS

RET RETAINING (WALL)

RCP REINFORCED CONCRETE PIPE

SIGN

COMMUNICATIONS COM

UTILITY POLE

TREE

BRICK WALL

DRAIN MANHOLE

SEWER MANHOLE

AIR-VAC ASSEMBLY

PSV PRESSURE SUSTAINING VALVE

NEW GATE VALVE

ROADWAY CENTERLINE

BLOW OFF

BF BLIND FLANGE

BV BALL VALVE

CONN CONNECTION

EA EXHAUST AIR

EQUIP EQUIPMENT

FF FINISHED FLOOR

FO.. FACE OF

GA GAUGE

GS GALVANIZED STEEL

H, HT HEIGHT, HIGH

HB HOSE BIBB

CMU CONCRETE MASONRY UNIT

EP, EOP EDGE OF PAVEMENT

NO, NO. NUMBER

OA OUTSIDE AIR

PIT PRESSURE INDICATING TRANSMITTER

PRV PRESSURE REDUCING VALVE

SCWD SANTA CRUZ WATER DEPARTMENT

INV INVERT

EASEMENT BOUNDARY ESMT

SAMPLE STATION

MG MILLION GALLON

STRUCT STRUCTURAL

UNDERGROUND ELECTRIC

EXISTING EASEMENT LINE

OHWUGE

W WATER, WIDTH

UGE UNDERGROUND ELECTRIC

STD STANDARD

SHT SHEET

PVI POINT OF VERTICAL INTERSECTION

HORIZ HORIZONTAL

DIM DIMENSION(S)

DIP DUCTILE IRON PIPE

DEFL DEFLECTION

CONT CONTINUES

BO BLOWOFF

WILDLIFE FENCE

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.b en tle y.

co m

:k jc e-pw

\D oc um en ts \C lie nt s\ Sa nt a

C ru z, C ity o f C A\

Sa nt a C ru z

W at er D ep ar tm en t\P ro je ct s\ In te rti es

.0 0\

-D es ig n\

.0 6-

D ra w in gs \G en er al \2

0_ G

dw g

CLO COAST LIVE OAK

RED COAST REDWOOD

BGE BLUE GUM EUCALYPTUS

SW SILVER WATTLE

DF DOUGLAS FIR

MAD MADRONE

BA BLACKWOOD ACACIA

C101 C102

C103 C104SA

ESMT

INTERTIE EXTENSION

SHEET LAYOUT

2268038.00_G003.dwg

G003

JCB

WAS

DBH

USE OF DOCUMENTS

NO. REVISION DATE

25mm

SCALES

CHECKED

DESIGNED

DRAWN

DATE

SHEET OF

FILE NAME

JOB NO.

D E F G HA B C

IF THIS BAR IS NOT

DIMENSION SHOWN,

ADJUST SCALES

ACCORDINGLY.

THIS DOCUMENT, INCLUDING THE INCORPORATED

DESIGNS, IS AN INSTRUMENT OF SERVICE FOR THIS

PROJECT AND SHALL NOT BE USED FOR ANY OTHER

PROJECT WITHOUT THE WRITTEN AUTHORIZATION

OF KENNEDY/JENKS CONSULTANTS ©.

Kennedy/Jenks Consultants©

2268038.00

JANUARY 2024

Santa Cruz Water Department

INTERTIE NO. 1: SANTA CRUZ -

SCOTTS VALLEY

FINAL DESIGN SUBMITTAL

PLAN

1"=100'

0 100 200 pw kj ce

-p w

.b en tle y.

co m

:k jc e-pw

\D oc um en ts \C lie nt s\ Sa nt a

C ru z, C ity o f C A\

Sa nt a C ru z

W at er D ep ar tm en t\P ro je ct s\ In te rti es

.0 0\

-D es ig n\

.0 6-

D ra w in gs \G en er al \2

0_ G

dw g

C105

C106

C107

C108

C109

C110

C101

ESMT ESMT

C112

C113

C115

C114

C116

M P

C117 C118

C119 C120 C121

INTERTIE NO. 1

SHEET LAYOUT

2268038.00_G004.dwg

G004

JCB

WAS

DBH

USE OF DOCUMENTS

NO. REVISION DATE

25mm

SCALES

CHECKED

DESIGNED

DRAWN

DATE

SHEET OF

FILE NAME

JOB NO.

D E F G HA B C

IF THIS BAR IS NOT

DIMENSION SHOWN,

ADJUST SCALES

ACCORDINGLY.

THIS DOCUMENT, INCLUDING THE INCORPORATED

DESIGNS, IS AN INSTRUMENT OF SERVICE FOR THIS

PROJECT AND SHALL NOT BE USED FOR ANY OTHER

PROJECT WITHOUT THE WRITTEN AUTHORIZATION

OF KENNEDY/JENKS CONSULTANTS ©.

Kennedy/Jenks Consultants©

2268038.00

JANUARY 2024

Santa Cruz Water Department

INTERTIE NO. 1: SANTA CRUZ -

SCOTTS VALLEY

FINAL DESIGN SUBMITTAL

PLAN 1

1"=100'

0 100 200

PLAN 2

PLAN 3

ATC

LIN

E A SEE PLAN

2 BELO

MATCHLINE A SEE PLAN 1 ABOVE

ATC

LIN

E B SEE PLAN

3 BELO

ATC

LIN

E B SEE PLAN

2 ABO

1"=100'

0 100 200

1"=100'

0 100 200 pw kj ce

-p w

.b en tle y.

co m

:k jc e-pw

\D oc um en ts \C lie nt s\ Sa nt a

C ru z, C ity o f C A\

Sa nt a C ru z

W at er D ep ar tm en t\P ro je ct s\ In te rti es

.0 0\

-D es ig n\

.0 6-

D ra w in gs \G en er al \2

0_ G

dw g

0+90 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+10

EXISTING GRADE

" M

C O

, T

YP ST

) G

I S

+0 0.

I E L

C L C L H

O R

E W

/ V

I S

+4 7.

I E L

C L C L D

I S

+6 7.

I E L

C L C L D

I S

+2 3.

I E L

C L C L D

5° V

I S

+6 7.

I E L

C L C L D

I S

+2 7.

I E L

C L C L D

0.00% 14.95%

13.20%

11.48% 9.81%

8.84%

12" PVC

1' M

LRST

(E ) E

1' M

STA:1+00.00

BEGIN ALIGNMENT

HORIZ TEE AND VALVE TREE

N:1831940.90 E:6115521.01

STA:1+15.06

43.99° HORIZ BEND

N:1831932.77 E:6115533.69

STA:2+98.80

1.00° DEFL

N:1831753.99 E:6115576.09

1+00 2+00

3+00

4+00

5+00

FIREHOUSE LANE

SIMS ROAD

BROOK KNOLL DRIVE

YATES

UNTY O

F SANTA CRUZ 41 SIM

S ROAD 150 FIR

SE LN

L N

160 FIR

O U

SE LN

ESMT

L N

T43: CLO, 18"∅

N 1 831 608.36 E 6 115 618.27

T44: CLO, 16"∅, 14"∅

N 1 831 728.92 E 6 115 599.72

T45: MAD, 15"∅, 12"∅

N 1 831 859.98 E 6 115 563.73

T46: CLO, 36"∅, 36"∅, 20"∅

N 1 831 948.24 E 6 115 548.60

USE OF DOCUMENTS

NO. REVISION DATE

25mm

SCALES

CHECKED

DESIGNED

DRAWN

DATE

SHEET OF

FILE NAME

JOB NO.

D E F G HA B C

IF THIS BAR IS NOT

DIMENSION SHOWN,

ADJUST SCALES

ACCORDINGLY.

THIS DOCUMENT, INCLUDING THE INCORPORATED

DESIGNS, IS AN INSTRUMENT OF SERVICE FOR THIS

PROJECT AND SHALL NOT BE USED FOR ANY OTHER

PROJECT WITHOUT THE WRITTEN AUTHORIZATION

OF KENNEDY/JENKS CONSULTANTS ©.

Kennedy/Jenks Consultants©

2268038.00

JANUARY 2024

Santa Cruz Water Department

INTERTIE NO. 1: SANTA CRUZ -

SCOTTS VALLEY

FINAL DESIGN SUBMITTAL

1"=20'

20 40

PLAN

PROFILE

HORIZ. 1"=20'

20 40

T 1"

=1 0'

C H

A 5+

C -1

N E

T C

-1

EOP

INTERTIE EXTENSION

PLAN AND PROFILE

STA 1+00 TO STA 5+00

2268038.00_C101.DWG

C101

JCB

WAS

DBH

TREE CALLOUT UPDATES APR 2024 DLE

EXIST RETAINING WALL

1. PLACE 2-INCH OVERLAY ACROSS THE ENTIRE WIDTH OF FIREHOUSE

LANE FROM SIMS ROAD TO APPROX STA 6+17±

2. COORDINATE WORK ON FIREHOUSE LANE WITH SCOTTS VALLEY

FIRE DEPARTMENT

3. PRIVATELY OWNED BURIED UTILITIES ARE PRESENT IN FIREHOUSE

LANE THAT WILL NOT BE LOCATED THROUGH USA. LOCATE AND

MARK USING A THIRD-PARTY UTILITY LOCATOR PRIOR TO

POTHOLING

4. SANDHILLS HABITAT: COVER SOIL PILES DAILY DURING JUNE AND

JULY FLIGHT SEASON TO PROTECT MOUNT HERMON JUNE BEETLES

5. FOR TITLE 22 COMPLIANCE CONTRACTOR SHALL CENTER A FULL

PIECE OF 20' PIPE CROSSING UNDER OR OVER NON-POTABLE LINES

6. (E) GAS LINE IS A HIGH PRIORITY SUBSURFACE INSTALLATION.

CONTRACTOR TO COMPLY WITH SECTION 4216 OF THE CA

GOVERNMENT CODE

7. ALL TREE WORK SHALL CONFORM TO THE ARBORIST'S TREE

REMOVAL AND PROTECTION PLAN PROVIDED IN THE

SPECIFICATIONS

GENERAL SHEET NOTES

2-INCH OVERLAY

SEE NOTE 1 12" PVC

INTERTIE NO. 1

SEE C105

(2023) B-2

(2013) B-7

C504 pw kj ce

-p w

.b en tle y.

co m

:k jc e-pw

\D oc um en ts \C lie nt s\ Sa nt a

C ru z, C ity o f C A\

Sa nt a C ru z

W at er D ep ar tm en t\P ro je ct s\ In te rti es

.0 0\

-D es ig n\

.0 6-

D ra w in gs \C iv il\

PERMANENT

EASEMENT

4+90 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 9+60

EXISTING GRADE

" M

R , T

(E ) G

I S

+4 6.

I E L

C L C L D

I S

+0 7.

I E L

C L C L D

I S

+2 7.

I E L

C L C L D

I S

+5 5.

I E L

C L C L D

C O

I S

+4 0.

I E L

C L C L D

I S

+8 0.

I E L

C L C L D

I S

+0 7.

I E L

C L C L D

C O

I S

+8 5.

I E L

C L C L D

I S

+1 8.

I E L

C L C L D

I S

+6 5.

I E L

C L C L D

I S

+4 6.

I E L

C L C L D

I S

+2 6.

I E L

C L C L D

I S

+0 6.

I E L

C L C L D

I S

+8 6.

I E L

C L C L D

I S

+6 6.

I E L

C L C L D

9.85%

20.76%

16.07%

14.40%

12.84%

9.49%

19.19%

18.76%

16.96%

15.17%

11.61% 13.39%

8.09%

20.57% 19.67%

12" PVC

6" F

H C

O N

1' M

5+00

6+00 7+00

8+00

9+00

FIREHOUSE LANE

S C

O F

R U

175 SIM

S ROAD

DRIVEWAY

ESMT

ESMT ESMT ESMT

ESMT ESMT

ESMT

ESMT ESMT ESMT ESMT

ESMT ESMT

STA:5+63.15

0.06° DEFL

N:1831495.75

E:6115632.59 STA:6+38.34

1.00° DEFL

N:1831422.55 E:6115649.76

STA:7+55.88

45.00° HORIZ BEND

N:1831310.40 E:6115684.85

STA:7+67.06

43.01° HORIZ BEND

N:1831300.40 E:6115679.84

STA:8+60.45

8.25° HORIZ BEND

N:1831210.81 E:6115706.22

STA:9+07.78

10.24° HORIZ BEND

N:1831163.96 E:6115712.93

STA:5+98.34

1.00° DEFL

N:1831461.38 E:6115640.15

STA:6+18.34

1.00° DEFL

N:1831441.93 E:6115644.78

STA:6+58.34

1.00° DEFL

N:1831403.27 E:6115655.07

STA:6+78.34

1.00° DEFL

N:1831384.08 E:6115660.71

STA:6+98.34

1.00° DEFL

N:1831365.00 E:6115666.69

STA:6+13 ±

6" FH CONN

STA:9+49.81

21.13° HORIZ BEND

N:1831124.08 E:6115726.20

L N

T27: CLO, 14"∅

N 1 831 121.24 E 6 115 713.30

T28: CLO, 32"∅

N 1 831 137.21 E 6 115 746.98

T30: CLO, 14"∅, 8"∅

N 1 831 192.32 E 6 115 695.08

T29: CLO, 20"∅

N 1 831 179.09 E 6 115 711.19

T31: BA, 13"∅

N 1 831 216.40 E 6 115 688.25

T32: DF, 20"∅

N 1 831 226.01 E 6 115 684.45

T33: DF, 30"∅

N 1 831 240.52 E 6 115 681.72

T34: DF, 40"∅

N 1 831 306.24 E 6 115 668.77

T35: CLO, 16"∅

N 1 831 324.28 E 6 115 696.22

T36: DF, 30"∅

N 1 831 324.32 E 6 115 663.35

T37: CLO, 16"∅

N 1 831 360.38 E 6 115 645.39

T38: CLO, 16"∅

N 1 831 380.95 E 6 115 691.97

T39: CLO, 15"∅

N 1 831 410.45 E 6 115 689.30

T41: CLO, 22"∅

N 1 831 427.86 E 6 115 666.61

T40: CLO, 13"∅

N 1 831 429.39 E 6 115 672.03

T42: CLO, 24"∅, 18"∅

N 1 831 455.82 E 6 115 665.01

USE OF DOCUMENTS

NO. REVISION DATE

25mm

SCALES

CHECKED

DESIGNED

DRAWN

DATE

SHEET OF

FILE NAME

JOB NO.

D E F G HA B C

IF THIS BAR IS NOT

DIMENSION SHOWN,

ADJUST SCALES

ACCORDINGLY.

THIS DOCUMENT, INCLUDING THE INCORPORATED

DESIGNS, IS AN INSTRUMENT OF SERVICE FOR THIS

PROJECT AND SHALL NOT BE USED FOR ANY OTHER

PROJECT WITHOUT THE WRITTEN AUTHORIZATION

OF KENNEDY/JENKS CONSULTANTS ©.

Kennedy/Jenks Consultants©

2268038.00

JANUARY 2024

Santa Cruz Water Department

INTERTIE NO. 1: SANTA CRUZ -

SCOTTS VALLEY

FINAL DESIGN SUBMITTAL

1"=20'

20 40

PLAN

PROFILE 0

HORIZ. 1"=20'

20 40

T 1"

=1 0'

C H

A 9+

C -1

C H

A 5+

C -1

175 SIMS ROAD DRIVEWAY,

SEE NOTE 12

C H

A 5+

C -1

ATC

LIN

E STA 9+50.00 SEE SH

EET C

-103

INTERTIE EXTENSION

PLAN AND PROFILE

STA 5+00 TO STA 9+50

2268038.00_C102.DWG

C102

JCB

WAS

DBH

TREE CALLOUT UPDATES MAR 2024 DLE

REVISED NOTE 4 MAY 2024 DLE

EOP

2-INCH OVERLAY

SEE NOTE 1

1. PLACE 2-INCH OVERLAY ACROSS THE ENTIRE WIDTH OF

FIREHOUSE LANE FROM SIMS ROAD TO APPROX STA 6+17±

2. LOCATE SAMPLE STA TO PROVIDE MIN 3-FT CLEAR AROUND

3. NOTE THAT DURING GEOTECHNICAL EXPLORATION, SOIL

CLASSIFIED AS VERY DENSE PURISIMA FORMATION

SILTSTONE WAS FOUND EXTENDING FROM JUST SOUTH OF

BORING B-3 (2013) TO THE (E) TANK SITE. SIMILAR

CONDITIONS MAY BE FOUND ELSEWHERE ALONG THE

INTERTIE EXTENSION ALIGNMENT. REFER TO

SPECIFICATION APPENDICES FOR COPIES OF BORING LOGS.

4. NOT USED

5. INSTALL PIPELINE MARKER POSTS BETWEEN STA 6+50 AND

STA 15+11 AT ALL ALIGNMENT ANGLE POINTS. SEE CITY OF

SANTA CRUZ STD DETAILS

6. INSTALL RUBBER WATER BARS AT 50' INTERVALS AFTER

PAVEMENT ENDS TO TOP OF HILL (APPROX STA 6+17 TO STA

15+20)

7. COORDINATE WORK ON FIREHOUSE LANE WITH SCOTTS

VALLEY FIRE DEPARTMENT

8. WHERE SOIL CONDITIONS ALLOW, MOISTURE CONDITION

IN-SITU SOILS CUT/EXPOSED AT THE BASE OF THE PIPELINE

TRENCH BETWEEN APPROX STA 5+90 AND APPROX STA

16+60 TO 4% TO 6% ABOVE OPTIMUM TO AN APPROX DEPTH

OF 6 INCHES AND MAINTAIN FOR MIN OF 48 HOURS BEFORE

PLACING BACKFILL

9. PRIVATELY OWNED BURIED UTILITIES ARE PRESENT IN

FIREHOUSE LANE THAT WILL NOT BE LOCATED THROUGH

USA. LOCATE AND MARK USING A THIRD-PARTY UTILITY

LOCATOR PRIOR TO POTHOLING

10. FIREHOUSE LANE TRAVERSES A SENSITIVE VEGETATION

COMMUNITY. MINIMIZE IMPACTS TO VEGETATION AS

FEASIBLE

11. SANDHILLS HABITAT: COVER SOIL PILES DAILY DURING JUNE

AND JULY FLIGHT SEASON TO PROTECT MOUNT HERMON

JUNE BEETLES

12. 175 SIMS ROAD DRIVEWAY EXTENDS FROM FIREHOUSE

LANE TO SIMS ROAD. IT SHALL BE USED AS A TEMPORARY

ACCESS ROAD FOR RESIDENTS OF FIREHOUSE LANE

DURING ACTIVE CONSTRUCTION ON FIREHOUSE LANE THAT

PREVENTS RESIDENTS FROM USING FIREHOUSE LANE TO

ACCESS SIMS ROAD. FACILITATE ITS USE. MAKE FIREHOUSE

LANE USABLE FOR SAFE VEHICLE AND PEDESTRIAN ACCESS

TO SIMS ROAD WHENEVER THERE IS NOT ACTIVE

CONSTRUCTION ON FIREHOUSE LANE. THIS SHALL INCLUDE

INSTALLING NON-SKID TRAFFIC PLATES OVER TRENCHES,

CREATING A RELATIVELY LEVEL/SMOOTH ROAD SURFACE,

AND KEEPING THE ROADWAY AND ABUTTING DRIVEWAYS

FREE OF CONSTRUCTION DEBRIS INCLUDING DIRT, GRAVEL,

MUD, ETC. WHICH MAY REQUIRE ROUTINE SWEEPING

13. FOR TITLE 22 COMPLIANCE CONTRACTOR SHALL CENTER A

FULL PIECE OF 20' PIPE CROSSING UNDER OR OVER

NON-POTABLE LINES

14. (E) GAS LINE IS A HIGH PRIORITY SUBSURFACE

INSTALLATION. CONTRACTOR TO COMPLY WITH SECTION

4216 OF THE CA GOVERNMENT CODE

15. ALL TREE WORK SHALL CONFORM TO THE ARBORIST'S TREE

REMOVAL AND PROTECTION PLAN PROVIDED IN THE

SPECIFICATIONS

GENERAL SHEET NOTES

12" PVC

END PAVEMENT

OVERLAY

FIRE HYDRANT

PER DETAIL 10,

C501

C504

RUBBER WATER

BARS TYP EVERY 50'

SEE NOTE 6

(2023) B-3

TEMPORARY WILDLIFE

EXCLUSION FENCE, TYP.

SEE DETAIL 5, C504

pw kj ce

-p w

.b en tle y.

co m

:k jc e-pw

\D oc um en ts \C lie nt s\ Sa nt a

C ru z, C ity o f C A\

Sa nt a C ru z

W at er D ep ar tm en t\P ro je ct s\ In te rti es

.0 0\

-D es ig n\

.0 6-

D ra w in gs \C iv il\

PERMANENT

EASEMENT

9+40 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+10

EXISTING GRADE

" M

R , T

I S

+8 9.

I E L

C L C L D

C O

I S

I E

C L C L D

O M

I S

I E

C L C L D

I S

I E

C L C L D

I S

I E

C L C L D

I S

I E

C L C L D

O M

I S

I E

C L C L D

I S

I E

C L C L D

I S

I E

C L C L D

I S

I E

C L C L D

6.33% 9.46%

11.57%

12.87%

11.06%

9.24%

10.33%

11.99% 13.58%

15.20%

13.94%

12" PVC

10+00

11+00

12+00 13+00

14+00

FIREHOUSE LANE

STA:9+89.20

46.00° HORIZ BEND

N:1831084.74 E:6115724.32

STA:11+51.61

19.56° HORIZ BEND

N:1830930.65 E:6115694.86

STA:10+12.08

43.69° HORIZ BEND

N:1831069.64 E:6115707.12

STA:12+92.54

8.25° HORIZ BEND

N:1830797.62 E:6115740.03

STA:12+25.68

8.94° HORIZ BEND

N:1830858.95 E:6115713.42

T13: CLO, 14"∅, 12"∅

N 1 830 729.78 E 6 115 798.92

T14: CLO, 14"∅

N 1 830 731.80 E 6 115 764.32

T12: CLO, 13"∅, 12"∅

N 1 830 718.27 E 6 115 803.15

T15: CLO, 16"∅

N 1 830 755.53 E 6 115 779.68

T16: CLO, 20"∅

N 1 830 787.53 E 6 115 759.36

T17: CLO, 16"∅

N 1 830 810.33 E 6 115 754.43

T18: CLO, 27"∅

N 1 830 862.29 E 6 115 726.46

T20: CLO, 16"∅

N 1 830 896.51 E 6 115 723.89

T21: DF, 12"∅, 11"∅

N 1 830 904.69 E 6 115 693.06

T19: DF, 18"∅

N 1 830 887.60 E 6 115 691.59

T25: DF, 28"∅

N 1 831 009.59 E 6 115 683.26

T24: DF, 32"∅

N 1 831 002.90 E 6 115 683.80

T23: DF, 20"∅

N 1 830 980.46 E 6 115 692.43

T22: MAD, 16"∅

N 1 830 964.63 E 6 115 688.60

T26: DF, 60"∅

N 1 831 077.87 E 6 115 737.21

T27: CLO, 14"∅

N 1 831 121.24 E 6 115 713.30

USE OF DOCUMENTS

NO. REVISION DATE

25mm

SCALES

CHECKED

DESIGNED

DRAWN

DATE

SHEET OF

FILE NAME

JOB NO.

D E F G HA B C

IF THIS BAR IS NOT

DIMENSION SHOWN,

ADJUST SCALES

ACCORDINGLY.

THIS DOCUMENT, INCLUDING THE INCORPORATED

DESIGNS, IS AN INSTRUMENT OF SERVICE FOR THIS

PROJECT AND SHALL NOT BE USED FOR ANY OTHER

PROJECT WITHOUT THE WRITTEN AUTHORIZATION

OF KENNEDY/JENKS CONSULTANTS ©.

Kennedy/Jenks Consultants©

2268038.00

JANUARY 2024

Santa Cruz Water Department

INTERTIE NO. 1: SANTA CRUZ -

SCOTTS VALLEY

FINAL DESIGN SUBMITTAL

1"=20'

20 40

PLAN

PROFILE 0

HORIZ. 1"=20'

20 40

T 1"

=1 0'

C H

+0 0.

T C

-1

C H

A 9+

C -1

ATCHLINE STA 9+50.00 SEE SHEET C-102

ATC

LIN

E STA 14+00.00 SEE SH

EET C

-104

INTERTIE EXTENSION

PLAN AND PROFILE

STA 9+50 TO STA 14+00

2268038.00_C103.DWG

C103

JCB

WAS

DBH

TREE CALLOUT UPDATES MAR 2024 DLE

12" PVC

1. NOTE THAT DURING GEOTECHNICAL EXPLORATION, SOIL

CLASSIFIED AS VERY DENSE PURISIMA FORMATION SILTSTONE

WAS FOUND EXTENDING FROM JUST SOUTH OF BORING B-3

(2013) TO THE (E) TANK SITE. SIMILAR CONDITIONS MAY BE

FOUND ELSEWHERE ALONG THE INTERTIE EXTENSION

ALIGNMENT. REFER TO SPECIFICATION APPENDICES FOR COPIES

OF BORING LOGS

2. INSTALL PIPELINE MARKER POSTS BETWEEN STA 6+50 AND STA

15+11 AT ALL ALIGNMENT ANGLE POINTS. SEE CITY OF SANTA

CRUZ STD DETAILS

3. INSTALL RUBBER WATER BARS AT 50' INTERVALS AFTER

PAVEMENT ENDS TO TOP OF HILL (APPROX STA 6+17 TO STA

15+20)

4. WHERE SOIL CONDITIONS ALLOW, MOISTURE CONDITION IN-SITU

SOILS CUT/EXPOSED AT THE BASE OF THE PIPELINE TRENCH

BETWEEN APPROX STA 5+90 AND APPROX STA 16+60 TO 4% TO

6% ABOVE OPTIMUM TO AN APPROX DEPTH OF 6 INCHES AND

MAINTAIN FOR MIN OF 48 HOURS BEFORE PLACING BACKFILL

5. FIREHOUSE LANE TRAVERSES A SENSITIVE VEGETATION

COMMUNITY. MINIMIZE IMPACTS TO VEGETATION AS FEASIBLE

6. FOR TITLE 22 COMPLIANCE CONTRACTOR SHALL CENTER A FULL

PIECE OF 20' PIPE CROSSING UNDER OR OVER NON-POTABLE

LINES

7. ALL TREE WORK SHALL CONFORM TO THE ARBORIST'S TREE

REMOVAL AND PROTECTION PLAN PROVIDED IN THE

SPECIFICATIONS

GENERAL SHEET NOTES

RUBBER WATER BARS

TYP EVERY 50'

SEE NOTE 3

START NATIVE BACKFILL

FOR TOP 12" AT END OF

GRAVEL DRIVEWAY

(2023) B-4

TEMPORARY WILDLIFE

EXCLUSION FENCE, TYP.

SEE DETAIL 5, C504

pw kj ce

-p w

.b en tle y.

co m

:k jc e-pw

\D oc um en ts \C lie nt s\ Sa nt a

C ru z, C ity o f C A\

Sa nt a C ru z

W at er D ep ar tm en t\P ro je ct s\ In te rti es

.0 0\

-D es ig n\

.0 6-

D ra w in gs \C iv il\

D W

RARE PLANT POPULATION TO

BE EXCLUDED FROM WORK

AREA. PROTECT IN PLACE.

DO NOT TRAMPLE, CRUSH,

OR OTHERWISE DISTURB

TEMPORARY EXCLUSION FENCING WITHIN 20 FT

OF RARE PLANT POPULATION TO BE INSTALLED

BY CITY

USE OF DOCUMENTS

NO. REVISION DATE

25mm

SCALES

CHECKED

DESIGNED

DRAWN

DATE

SHEET OF

FILE NAME

JOB NO.

D E F G HA B C

IF THIS BAR IS NOT

DIMENSION SHOWN,

ADJUST SCALES

ACCORDINGLY.

THIS DOCUMENT, INCLUDING THE INCORPORATED

DESIGNS, IS AN INSTRUMENT OF SERVICE FOR THIS

PROJECT AND SHALL NOT BE USED FOR ANY OTHER

PROJECT WITHOUT THE WRITTEN AUTHORIZATION

OF KENNEDY/JENKS CONSULTANTS ©.

Kennedy/Jenks Consultants©

2268038.00

JANUARY 2024

Santa Cruz Water Department

INTERTIE NO. 1: SANTA CRUZ -

SCOTTS VALLEY

FINAL DESIGN SUBMITTAL

1"=20'

20 40

PLAN

PROFILE 0

HORIZ. 1"=20'

20 40

T 1"

=1 0'

EOP

C H

+0 0.

T C

-1

C H

+0 0.

T C

-1

INTERTIE EXTENSION

PLAN AND PROFILE

STA 14+00 TO STA 16+63

2268038.00_C104.DWG

C104

JCB

WAS

DBH

TREE CALLOUT UPDATES MAR 2024 DLE

12" PVC 1. NOTE THAT DURING GEOTECHNICAL EXPLORATION, SOIL

CLASSIFEID AS VERY DENSE PURISIMA FORMATION SILTSTONE

WAS FOUND EXTENDING FROM JUST SOUTH OF BORING B-3

(2013) TO THE (E) TANK SITE.

2. INSTALL PIPELINE MARKER POSTS BETWEEN STA 6+50 AND STA

15+11 AT ALL ALIGNMENT ANGLE POINTS. SEE CITY OF SANTA

CRUZ STD DETAILS

3. INSTALL RUBBER WATER BARS AT 50' INTERVALS AFTER

PAVEMENT ENDS TO TOP OF HILL (APPROX STA 6+17 TO STA

15+20)

4. ALL TREE WORK SHALL CONFORM TO THE ARBORIST'S TREE

REMOVAL AND PROTECTION PLAN PROVIDED IN THE

SPECIFICATIONS

5. WHERE SOIL CONDITIONS ALLOW, MOISTURE CONDITION

IN-SITU SOILS CUT/EXPOSED AT THE BASE OF THE PIPELINE

TRENCH BETWEEN APPROX STA 5+90 AND APPROX STA 16+60

TO 4% TO 6% ABOVE OPTIMUM TO AN APPROX DEPTH OF 6

INCHES AND MAINTAIN FOR MIN OF 48 HOURS BEFORE PLACING

BACKFILL

GENERAL SHEET NOTES

0.3 MG PASATIEMPO

(KITE HILL) TANK

(TANK NO. 1)

0.75 MG PASATIEMPO

(KITE HILL) TANK

(TANK NO. 2)

RUBBER WATER BARS

TYP EVERY 50'

SEE NOTE 3

(2023) B-1

20FT EASEMENT

IN FAVOR OF CITY

OF SANTA CRUZ

(E) 8" TANK OUTLET

(E) 8" GV

(E) 8" CI 90

(E) 10" CIP

REMOVE (E) CI 90

REMOVE (E) CI

8"X10" REDUCER

REMOVE (E) 10" FCA

EXISTING CONDITION

FINAL CONDITION

(E) 8" TANK OUTLET

8" GV

8" DI 90

(E) 10" CIP

CONNECT TO (E) 10"

CONNECT TO (E)

12" PVC

12"x10" FLxMJ DI REDUCER

12"x12"x8" FL DI TEE

12" FL DI SPOOL

TREE REMOVAL

BY OTHERS

REMOVE FENCING

AS NEEDED AND

REPLACE IN KIND

12" BFV 12" BFV

1 CONNECTION TO EXISTING TANK 1

SCALE: NONE

pw kj ce

-p w

.b en tle y.

co m

:k jc e-pw

\D oc um en ts \C lie nt s\ Sa nt a

C ru z, C ity o f C A\

Sa nt a C ru z

W at er D ep ar tm en t\P ro je ct s\ In te rti es

.0 0\

-D es ig n\

.0 6-

D ra w in gs \C iv il\

D W

TEMPORARY WILDLIFE

EXCLUSION FENCE, TYP.

SEE DETAIL 5, C504

13+90 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50

EXISTING GRADE

" M

R , T

I S

I E

C L C L D

O M

I S

I E

C L C L JO

(E ) 1

0" W

1, TH

I S

I E

C L C L D

O M

I S

I E

C L C L D

I S

I E

C L C L D

I S

I E

C L C L D

I S

I E

C L C L D

I S

I E

C L C L D

I S

I E

C L C L D

I S

I E

C L C L D

12.73% 11.62%

9.85% 4.86% -0.43% -2.15% -3.89% -4.98% -3.17%

13.94%

2" C

12" PVC

TANK NO. 1

694ft ROOF

680ft FLOOR

TANK NO. 2

694ft ROOF

668ft FLOOR

692ft OVERFLOW

14+00

15+00

O F

CITY OF SANTA CRUZ

STA:16+62.57

JOIN (E) 10" W

N:1830481.90 E:6115840.34

STA:15+11.25

45.00° HORIZ BEND

N:1830611.54 E:6115854.97

STA:15+43.22

11.25° HORIZ BEND

N:1830580.43 E:6115847.62

STA:16+61.13

90.00° HORIZ BEND

N:1830480.87 E:6115839.34

STA:16+25.24

70.50° HORIZ BEND

(45° AND 22.5° BENDS)

N:1830505.82 E:6115813.54

STA:15+47 ±

2" CARV PER

DETAIL 25, C502

T2: BGE, 60"∅

N 1 830 502.61 E 6 115 802.85

T1: BGE, 24"∅

N 1 830 495.55 E 6 115 803.21

T3: BGE, 16"∅

N 1 830 513.74 E 6 115 801.75

T4: BGE, 13"∅

N 1 830 527.36 E 6 115 805.74

T5: BGE, 42"∅

N 1 830 532.36 E 6 115 815.94

T6: BGE, 43"∅

N 1 830 547.23 E 6 115 820.63

T7: BGE, 22"∅, 22"∅

N 1 830 567.10 E 6 115 825.44

T8: BGE, 24"∅

N 1 830 576.75 E 6 115 824.53

T9: BGE, 60"∅

N 1 830 606.71 E 6 115 836.23

T10: CLO, 16"∅

N 1 830 660.86 E 6 115 835.78

T11: CLO, 12"∅

N 1 830 705.39 E 6 115 807.57

0+90 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 4+60

I S

+0 0.

I E L

C L C L C

O N

(E ) W

I S

+4 0.

I E L

C L C L D

I S

+2 0.

I E L

C L C L D

I S

+4 0.

I E L

C L C L D

I S

+8 6.

I E L

C L C L D

C O

I S

+6 6.

I E L

C L C L D

I S

+8 6.

I E L

C L C L D

EXISTING GRADE

2" C

12" PVC

" M

R , T

12" PVC

" G

VST

" G

2" B

STA:1+60 ±

2" CARV PER

DETAIL 25, C502

STA:2+20.00

9.07° HORIZ BEND

N:1831997.38 E:6115557.22

STA:3+06.50

1.00° DEFL

N:1832061.93 E:6115614.80

STA:3+26.50

1.00° DEFL

N:1832077.08 E:6115627.85

STA:3+46.50

1.00° DEFL

N:1832092.46 E:6115640.64

STA:3+66.50

1.00° DEFL

N:1832108.06 E:6115653.15

STA:3+86.50

24.50° HORIZ BEND

N:1832123.88 E:6115665.39

STA:4+09.59

46.84° HORIZ BEND

N:1832146.36 E:6115670.68

STA:1+00.00

CONNECT TO (E) W

SEE DETAIL

N:1831896.36 E:6115492.46

STA:1+52.91

HORIZONTAL TEE

W/ VALVE TREE

N:1831940.90 E:6115521.01

ESMT

1+00

2+00 3+00 4+00

SIMS ROAD

O K

REH

OUSE

NE LA

O N

A D

R O

STA:1+40

(E) CONCRETE

THRUST BLOCK

8" THICK x 2' HIGH

(E) 8" CAP

(E) 8x6 TEE

(E) 6" ACP

INSTALL FLANGE x PE COUPLING

ADAPTER AFTER REMOVING

THRUST BLOCK AND CAP

NOTES:

1. REMOVE (E) THRUST BLOCK AND CAP.

2. VERIFY O.D. OF EXISTING AC PIPE.

3. USE COUPLING ADAPTER TO CONNECT PLAIN END AC TO

PLAIN END PVC.

4. SANDHILLS HABITAT: COVER SOIL PILES DAILY DURING

JUNE AND JULY LIGHT SEASON TO PROTECT MOUNT

HERMON JUNE BEETLES.

12" PVC 12" PVC

" P

8"X12" REDUCER

8" GATE VALVE

12" TEE

12" GATE

VALVE

(E) 8" ACP

USE OF DOCUMENTS

NO. REVISION DATE

25mm

SCALES

CHECKED

DESIGNED

DRAWN

DATE

SHEET OF

FILE NAME

JOB NO.

D E F G HA B C

IF THIS BAR IS NOT

DIMENSION SHOWN,

ADJUST SCALES

ACCORDINGLY.

THIS DOCUMENT, INCLUDING THE INCORPORATED

DESIGNS, IS AN INSTRUMENT OF SERVICE FOR THIS

PROJECT AND SHALL NOT BE USED FOR ANY OTHER

PROJECT WITHOUT THE WRITTEN AUTHORIZATION

OF KENNEDY/JENKS CONSULTANTS ©.

Kennedy/Jenks Consultants©

2268038.00

JANUARY 2024

Santa Cruz Water Department

INTERTIE NO. 1: SANTA CRUZ -

SCOTTS VALLEY

FINAL DESIGN SUBMITTAL

1"=20'

20 40

PLAN

PROFILE

HORIZ. 1"=20'

20 40

C H

A 4+

T C

MATCHLINE STA 4+50 SEE SHEET C106

INTERTIE NO. 1

PLAN AND PROFILE

STA 1+00 TO STA 4+50

2268038.00_C105.DWG

C105

JCB

WAS

DBH

TREE CALLOUT UPDATES APR 2024 DLE

T 1"

EOP

1 CONNECTION DETAIL

SCALE: 1/4" = 1'-0"

12" PVC

1. FOR TITLE 22 COMPLIANCE CONTRACTOR SHALL CENTER A

FULL PIECE OF 20' PIPE CROSSING UNDER OR OVER

NON-POTABLE LINES

2. (E) GAS LINE IS A HIGH PRIORITY SUBSURFACE INSTALLATION.

CONTRACTOR TO COMPLY WITH SECTION 4216 OF THE CA

GOVERNMENT CODE

GENERAL SHEET NOTES

(2013) B-7

INTERTIE EXTENSION

SEE C101

pw kj ce

-p w

.b en tle y.

co m

:k jc e-pw

\D oc um en ts \C lie nt s\ Sa nt a

C ru z, C ity o f C A\

Sa nt a C ru z

W at er D ep ar tm en t\P ro je ct s\ In te rti es

.0 0\

-D es ig n\

.0 6-

D ra w in gs \C iv il\

D W

4+40 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 9+60

I S

+2 9.

I E L

C L C L D

EXISTING GRADE

12" PVC

" M

R , T

-5.1%

-6.7%

5+00

6+00 7+00

8+00

9+00

LA MADRONA DRIVE

L A

R O

N A

4' M

STA:5+59.80

1.00° DEFL

N:1832271.47 E:6115587.55

STA:5+79.80

1.00° DEFL

N:1832288.32 E:6115576.78

STA:5+99.80

1.00° DEFL

N:1832305.36 E:6115566.30

STA:6+19.80

1.00° DEFL

N:1832322.57 E:6115556.12

STA:6+39.80

1.00° DEFL

N:1832339.96 E:6115546.24

STA:6+59.80

1.00° DEFL

N:1832357.52 E:6115536.66

STA:6+79.80

1.00° DEFL

N:1832375.24 E:6115527.40

STA:6+99.80

1.00° DEFL

N:1832393.13 E:6115518.44

STA:7+19.80

1.00° DEFL

N:1832411.16 E:6115509.80

STA:7+39.80

1.00° DEFL

N:1832429.35 E:6115501.47

STA:7+59.80

1.00° DEFL

N:1832447.68 E:6115493.47

STA:7+79.80

1.00° DEFL

N:1832466.14 E:6115485.78

STA:7+99.80

1.00° DEFL

N:1832484.74 E:6115478.42

STA:8+09.80

1.00° DEFL

N:1832494.10 E:6115474.90

STA:8+19.80

1.00° DEFL

N:1832503.52 E:6115471.55

STA:8+29.80

1.00° DEFL

N:1832512.99 E:6115468.36

STA:8+39.80

1.00° DEFL

N:1832522.53 E:6115465.33

STA:8+49.80

1.00° DEFL

N:1832532.11 E:6115462.48

STA:8+59.80

1.00° DEFL

N:1832541.74 E:6115459.79

STA:8+69.80

1.00° DEFL

N:1832551.42 E:6115457.27

STA:8+79.80

1.00° DEFL

N:1832561.14 E:6115454.91

STA:8+89.80

1.00° DEFL

N:1832570.90 E:6115452.73

USE OF DOCUMENTS

NO. REVISION DATE

25mm

SCALES

CHECKED

DESIGNED

DRAWN

DATE

SHEET OF

FILE NAME

JOB NO.

D E F G HA B C

IF THIS BAR IS NOT

DIMENSION SHOWN,

ADJUST SCALES

ACCORDINGLY.

THIS DOCUMENT, INCLUDING THE INCORPORATED

DESIGNS, IS AN INSTRUMENT OF SERVICE FOR THIS

PROJECT AND SHALL NOT BE USED FOR ANY OTHER

PROJECT WITHOUT THE WRITTEN AUTHORIZATION

OF KENNEDY/JENKS CONSULTANTS ©.

Kennedy/Jenks Consultants©

2268038.00

JANUARY 2024

Santa Cruz Water Department

INTERTIE NO. 1: SANTA CRUZ -

SCOTTS VALLEY

FINAL DESIGN SUBMITTAL

1"=20'

20 40

PLAN

PROFILE

HORIZ. 1"=20'

20 40

C H

A 9+

T C

C H

A 4+

T C

INTERTIE NO. 1

PLAN AND PROFILE

STA 4+50 TO STA 9+50

2268038.00_C106.DWG

C106

JCB

WAS

DBH

T 1"

EOP

12" PVC

C H

A 4+

T C

ATC

LIN

E STA 9+50 SEE SH

EET C

pw kj ce

-p w

.b en tle y.

co m

:k jc e-pw

\D oc um en ts \C lie nt s\ Sa nt a

C ru z, C ity o f C A\

Sa nt a C ru z

W at er D ep ar tm en t\P ro je ct s\ In te rti es

.0 0\

-D es ig n\

.0 6-

D ra w in gs \C iv il\

D W

1. FOR TITLE 22 COMPLIANCE

CONTRACTOR SHALL CENTER A

FULL PIECE OF 20' PIPE

CROSSING UNDER OR OVER

NON-POTABLE LINES

2. (E) GAS LINE IS A HIGH PRIORITY

SUBSURFACE INSTALLATION.

CONTRACTOR TO COMPLY WITH

SECTION 4216 OF THE CA

GOVERNMENT CODE

GENERAL SHEET NOTES

9+40 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 14+60

I S

I E

C L C L D

I S

I E

C L C L D

I S

I E

C L C L D

I S

I E

C L C L D

2°

.2 5°

N D

I S

I E

C L C L D

I S

+6 9.

I E L

C L C L D

I S

I E

C L C L D

4°

.2 5°

N D

I S

I E

C L C L D

I S

I E

C L C L D

EXISTING GRADE

1' M

, T

6" F

H C

O N

" G V

" M

R , T

12" PVC

-5.7%

-4.0%

-21.9%

0.0%

4.1%

-6.7%

5.9%

1.7% 3.0%

(E ) 3

6" S

+1 3±

10+00

11+00 12+00

13+00

14+00

LA MADRONA DRIVE

L A

R O

N A

H W

4' M

STA:11+47 ±

6" FH PER

DETAIL 10, C501

STA:9+89.80

1.00° DEFL

N:1832668.85 E:6115432.62

STA:9+99.80

1.00° DEFL

N:1832678.68 E:6115430.78

STA:10+09.80

1.00° DEFL

N:1832688.54 E:6115429.12

STA:10+19.80

1.00° DEFL

N:1832698.43 E:6115427.62

STA:10+29.80

1.00° DEFL

N:1832708.34 E:6115426.30

STA:10+49.80

1.00° DEFL

N:1832728.21 E:6115424.00

STA:10+59.80

1.00° DEFL

N:1832738.16 E:6115423.02

STA:10+69.80

1.00° DEFL

N:1832748.13 E:6115422.22

STA:10+79.80

1.00° DEFL

N:1832758.11 E:6115421.59

STA:10+89.80

1.00° DEFL

N:1832768.10 E:6115421.14

STA:10+99.80

1.00° DEFL

N:1832778.10 E:6115420.86

STA:11+19.80

1.00° DEFL

N:1832798.10 E:6115420.65

STA:11+39.80

1.00° DEFL

N:1832818.10 E:6115420.79

STA:11+59.80

1.00° DEFL

N:1832838.09 E:6115421.28

STA:11+69.80

1.00° DEFL

N:1832848.08 E:6115421.70

STA:11+79.80

1.00° DEFL

N:1832858.06 E:6115422.29

STA:11+89.80

1.00° DEFL

N:1832868.03 E:6115423.06

STA:12+09.80

1.00° DEFL

N:1832887.94 E:6115424.94

STA:12+29.80

1.00° DEFL

N:1832907.82 E:6115427.17

STA:12+49.80

1.00° DEFL

N:1832927.65 E:6115429.75

STA:12+69.80

1.00° DEFL

N:1832947.44 E:6115432.67

STA:12+89.80

1.00° DEFL

N:1832967.17 E:6115435.93

STA:13+09.80

1.00° DEFL

N:1832986.84 E:6115439.54

STA:13+29.80

1.00° DEFL

N:1833006.45 E:6115443.50

STA:13+49.80

1.00° DEFL

N:1833025.98 E:6115447.79

STA:13+69.80

1.00° DEFL

N:1833045.44 E:6115452.43

STA:11+52 ±

12" GV PER

DETAIL 11, C501

USE OF DOCUMENTS

NO. REVISION DATE

25mm

SCALES

CHECKED

DESIGNED

DRAWN

DATE

SHEET OF

FILE NAME

JOB NO.

D E F G HA B C

IF THIS BAR IS NOT

DIMENSION SHOWN,

ADJUST SCALES

ACCORDINGLY.

THIS DOCUMENT, INCLUDING THE INCORPORATED

DESIGNS, IS AN INSTRUMENT OF SERVICE FOR THIS

PROJECT AND SHALL NOT BE USED FOR ANY OTHER

PROJECT WITHOUT THE WRITTEN AUTHORIZATION

OF KENNEDY/JENKS CONSULTANTS ©.

Kennedy/Jenks Consultants©

2268038.00

JANUARY 2024

Santa Cruz Water Department

INTERTIE NO. 1: SANTA CRUZ -

SCOTTS VALLEY

FINAL DESIGN SUBMITTAL

1"=20'

20 40

PLAN

PROFILE

HORIZ. 1"=20'

20 40

C H

T C

C H

A 9+

T C

INTERTIE NO. 1

PLAN AND PROFILE

STA 9+50 TO STA 14+50

2268038.00_C107.DWG

C107

JCB

WAS

DBH

T 1"

EOP

12" PVC

C H

A 9+

T C

ATC

LIN

E STA 14+50 SEE SH

EET C

pw kj ce

-p w

.b en tle y.

co m

:k jc e-pw

\D oc um en ts \C lie nt s\ Sa nt a

C ru z, C ity o f C A\

Sa nt a C ru z

W at er D ep ar tm en t\P ro je ct s\ In te rti es

.0 0\

-D es ig n\

.0 6-

D ra w in gs \C iv il\

D W

1. FOR TITLE 22 COMPLIANCE

CONTRACTOR SHALL CENTER A

FULL PIECE OF 20' PIPE

CROSSING UNDER OR OVER

NON-POTABLE LINES

2. (E) GAS LINE IS A HIGH PRIORITY

SUBSURFACE INSTALLATION.

CONTRACTOR TO COMPLY WITH

SECTION 4216 OF THE CA

14+40 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 19+60

I S

I E

C L C L D

I S

I E

C L C L D

.2 5°

N D

I S

I E

C L C L D

I S

I E

C L C L D

I S

I E

C L C L D

I S

I E

C L C L D

I S

I E

C L C L D

5°

.2 5°

N D

I S

I E

C L C L D

I S

I E

C L C L D

EXISTING GRADE

(E ) 1

8" S

+7 9±

1' M

, T

" M

R , T

.0%

7.3%

6.3%

5.3%

5.9%

3.5%

0.6% 0.0%

4.1% 2.4%

12" PVC

15+00 16+00 17+00 18+00 19+00

LA MADRONA DRIVE

4' M

IVATE R

STA:14+96.56

9.02° HORIZ BEND

N:1833168.22 E:6115483.95

USE OF DOCUMENTS

NO. REVISION DATE

25mm

SCALES

CHECKED

DESIGNED

DRAWN

DATE

SHEET OF

FILE NAME

JOB NO.

D E F G HA B C

IF THIS BAR IS NOT

DIMENSION SHOWN,

ADJUST SCALES

ACCORDINGLY.

THIS DOCUMENT, INCLUDING THE INCORPORATED

DESIGNS, IS AN INSTRUMENT OF SERVICE FOR THIS

PROJECT AND SHALL NOT BE USED FOR ANY OTHER

PROJECT WITHOUT THE WRITTEN AUTHORIZATION

2268038.00

JANUARY 2024

Santa Cruz Water Department

INTERTIE NO. 1: SANTA CRUZ -

SCOTTS VALLEY

FINAL DESIGN SUBMITTAL

1"=20'

20 40

PLAN

PROFILE

HORIZ. 1"=20'

20 40

C H

T C

C H

T C

INTERTIE NO. 1

PLAN AND PROFILE

STA 14+50 TO STA 19+50

2268038.00_C108.DWG

C108

JCB

WAS

DBH

T 1"

EOP

12" PVC

C H

T C

ATC

LIN

E STA 19+50 SEE SH

EET C

(2013) B-6 pw kj ce

-p w

.b en tle y.

co m

:k jc e-pw

\D oc um en ts \C lie nt s\ Sa nt a

C ru z, C ity o f C A\

Sa nt a C ru z

W at er D ep ar tm en t\P ro je ct s\ In te rti es

.0 0\

-D es ig n\

.0 6-

D ra w in gs \C iv il\

D W

1. FOR TITLE 22 COMPLIANCE

CONTRACTOR SHALL CENTER A

FULL PIECE OF 20' PIPE

CROSSING UNDER OR OVER

NON-POTABLE LINES

2. (E) GAS LINE IS A HIGH PRIORITY

SUBSURFACE INSTALLATION.

CONTRACTOR TO COMPLY WITH

SECTION 4216 OF THE CA

USE OF DOCUMENTS

NO. REVISION DATE

25mm

SCALES

CHECKED

DESIGNED

DRAWN

DATE

SHEET OF

FILE NAME

JOB NO.

D E F G HA B C

IF THIS BAR IS NOT

DIMENSION SHOWN,

ADJUST SCALES

ACCORDINGLY.

THIS DOCUMENT, INCLUDING THE INCORPORATED

DESIGNS, IS AN INSTRUMENT OF SERVICE FOR THIS

PROJECT AND SHALL NOT BE USED FOR ANY OTHER

PROJECT WITHOUT THE WRITTEN AUTHORIZATION

2268038.00

JANUARY 2024

Santa Cruz Water Department

INTERTIE NO. 1: SANTA CRUZ -

SCOTTS VALLEY

FINAL DESIGN SUBMITTAL

1"=20'

20 40

PLAN

PROFILE

HORIZ. 1"=20'

20 40

C H

T C

INTERTIE NO. 1

PLAN AND PROFILE

STA 19+50 TO STA 24+50

2268038.00_C109.DWG

C109

JCB

WAS

DBH

TREE CALLOUT UPDATES MAR 2024 DLE

T 1"

EOP

12" PVC

C H

T C

ATC

LIN

E STA 24+50 SEE SH

EET C

EOP

BOLLARD (TYP 2)

PER DETAIL 20 ON C503

FIRE HYDRANT PER

DETAIL 10, C501

EOP

1. LOCATE SAMPLE STA TO PROVIDE MIN 3-FT CLEAR

AROUND FH

2. ALL TREE WORK SHALL CONFORM TO THE

ARBORIST'S TREE REMOVAL AND PROTECTION

PLAN PROVIDED IN THE SPECIFICATIONS

3. FOR TITLE 22 COMPLIANCE CONTRACTOR SHALL

CENTER A FULL PIECE OF 20' PIPE CROSSING

UNDER OR OVER NON-POTABLE LINES

4. (E) GAS LINE IS A HIGH PRIORITY SUBSURFACE

INSTALLATION. CONTRACTOR TO COMPLY WITH

SECTION 4216 OF THE CA GOVERNMENT CODE

GENERAL SHEET NOTES

SAMPLE STA PER

DETAIL 21, C502

SEE NOTE 1

pw kj ce

-p w

.b en tle y.

co m

:k jc e-pw

\D oc um en ts \C lie nt s\ Sa nt a

C ru z, C ity o f C A\

Sa nt a C ru z

W at er D ep ar tm en t\P ro je ct s\ In te rti es

.0 0\

-D es ig n\

.0 6-

D ra w in gs \C iv il\

D W

19+40 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00

23+00 23+50 24+00 24+50 24+60

I S

I E

C L C L BE

U R

I S

I E

C L C L BE

U R

I S

I E

C L C L EN

C U

I S

I E

C L C L EN

C U

EXISTING GRADE

6" F

H C

O N

" M

R , T

12" PVC

" M

R , T

4.9%

6.6%

3.5%

8.4%

8.1%

8.4%SA

20+00

21+00

22+00 23+00

24+00

4' M

LA MADRONA DRIVE

O N

1960 LA MADRONA

STA:20+69.56

BEGIN CURVE

N:1833694.01 E:6115711.68

STA:22+27.23

BEGIN CURVE

N:1833846.62 E:6115748.06

STA:22+18.77

END CURVE

N:1833838.19 E:6115747.41

STA:23+76.45

END CURVE

N:1833994.57

E:6115734.91STA:19+75 ±

6" FH CONN

STA:19+80 ±

SAMPLE STATION CONN

T47: RED, 36"∅, 24"∅

N 1 833 999.96 E 6 115 742.37

CURVE TABLE

CURVE # LENGTH RADIUS DELTA RP NORTHING RP EASTING

USE OF DOCUMENTS

NO. REVISION DATE

25mm

SCALES

CHECKED

DESIGNED

DRAWN

DATE

SHEET OF

FILE NAME

JOB NO.

D E F G HA B C

IF THIS BAR IS NOT

DIMENSION SHOWN,

ADJUST SCALES

ACCORDINGLY.

THIS DOCUMENT, INCLUDING THE INCORPORATED

DESIGNS, IS AN INSTRUMENT OF SERVICE FOR THIS

PROJECT AND SHALL NOT BE USED FOR ANY OTHER

PROJECT WITHOUT THE WRITTEN AUTHORIZATION

2268038.00

JANUARY 2024

Santa Cruz Water Department

INTERTIE NO. 1: SANTA CRUZ -

SCOTTS VALLEY

FINAL DESIGN SUBMITTAL

1"=20'

20 40

PLAN

PROFILE

HORIZ. 1"=20'

20 40

C H

T C

C H

T C

INTERTIE NO. 1

PLAN AND PROFILE

STA 24+50 TO STA 29+50

2268038.00_C110.DWG

C110

JCB

WAS

DBH

TREE CALLOUT UPDATES MAR 2024 DLE

T 1"

EOP

12" PVC

C H

T C

ATC

LIN

E STA 29+50 SEE SH

EET C

EOP

1. ALL TREE WORK SHALL CONFORM

TO THE ARBORIST'S TREE REMOVAL

AND PROTECTION PLAN PROVIDED

IN THE SPECIFICATIONS

2. FOR TITLE 22 COMPLIANCE

CONTRACTOR SHALL CENTER A

FULL PIECE OF 20' PIPE CROSSING

UNDER OR OVER NON-POTABLE

LINES

3. (E) GAS LINE IS A HIGH PRIORITY

SUBSURFACE INSTALLATION.

CONTRACTOR TO COMPLY WITH

SECTION 4216 OF THE CA

GOVERNMENT CODE

GENERAL SHEET NOTES

EOP

pw kj ce

-p w

.b en tle y.

co m

:k jc e-pw

\D oc um en ts \C lie nt s\ Sa nt a

C ru z, C ity o f C A\

Sa nt a C ru z

W at er D ep ar tm en t\P ro je ct s\ In te rti es

.0 0\

-D es ig n\

.0 6-

D ra w in gs \C iv il\

D W

24+40 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50

28+50 29+00 29+50 29+60

I S

I E

C L C L D

.2 5°

N D

I S

I E

C L C L D

5°

.5 ° V

I S

I E

C L C L D

I S

I E

C L C L D

I S

I E

C L C L D

I S

I E

C L C L D

9°

.5 ° V

I S

I E

C L C L D

I S

I E

C L C L D

7°

.2 5°

N D

I S

I E

C L C L D

(E ) C

O M

M D

U C

+2 9±

(E ) 1

8" S

+8 8±

EXISTING GRADE

(E ) C

O M

M D

U C

+7 7±

(E ) C

O M

M D

U C

+8 0±

I S

I E

C L C L D

3°

.2 5°

N D

I S

I E

C L C L D

0°

.2 5°

N D

1' M

" M

R , T

12" PVC

" G

" M

R , T

12" PVC

1' M

6.4% 4.7%

3.0%

1.8%

.4%

5.3%

1.7%

8.7%

5.5%

2" A

R V

1' M

(E ) G

+7 9±

25+00

26+00 27+00

28+00 29+00

LA MADRONA DRIVE

L A

R O

N A

L A

R O

N A

D R

4' M

2.5' M

L A

R O

N A

L A

R O

N A

STA:25+14.56

1.00° DEFL

N:1834128.24 E:6115700.14

STA:25+34.56

1.00° DEFL

N:1834147.50 E:6115694.77

STA:26+60.39

0.78° DEFL

N:1834263.34 E:6115646.46

STA:25+74.00

8.82° HORIZ BEND

N:1834185.30 E:6115683.51

STA:25+70 ±

12" GV PER

DETAIL 11, C501

STA:25+67 ±

2" ARV PER

DETAIL 25, C502 T48: RED, 60"∅, 48"∅,

48"∅, 48"∅, 24"∅

N 1 834 404.30 E 6 115 594.39

29+40 29+50 30+00 30+50 31+00 31+50 32+00 32+50 33+00 33+50 34+00 34+50 34+60

I S

I E

C L C L D

I S

I E

C L C L D

I S

I E

C L C L D

I S

I E

C L C L D

I S

I E

C L C L D

I S

I E

C L C L D

I S

I E

C L C L D

I S

I E

C L C L D

I S

I E

C L C L D

(E ) G

+5 1±

EXISTING GRADE

1' M

, T

" M

R , T

12" PVC

2" C

4.0% 2.2%

-1.6%

4.0%

1.8% 0.1%

6.6%

5.7%

8.7%

6.9%

(E ) G

+4 9±

1' M

, T

(E ) G

+9 9±

30+00 31+00 32+00 33+00 34+00

LA MADRONA DRIVE

D R

L A

R O

N A

L A

R O

N A

D R

2161 LA M

R O

N A

4' M

2.5' M

L A

R O

N A

L A

R O

N A

STA:34+35 ±

2" CARV PER

DETAIL 25, C502

USE OF DOCUMENTS

NO. REVISION DATE

25mm

SCALES

CHECKED

DESIGNED

DRAWN

DATE

SHEET OF

FILE NAME

JOB NO.

D E F G HA B C

IF THIS BAR IS NOT

DIMENSION SHOWN,

ADJUST SCALES

ACCORDINGLY.

THIS DOCUMENT, INCLUDING THE INCORPORATED

DESIGNS, IS AN INSTRUMENT OF SERVICE FOR THIS

PROJECT AND SHALL NOT BE USED FOR ANY OTHER

PROJECT WITHOUT THE WRITTEN AUTHORIZATION

2268038.00

JANUARY 2024

Santa Cruz Water Department

INTERTIE NO. 1: SANTA CRUZ -

SCOTTS VALLEY

FINAL DESIGN SUBMITTAL

1"=20'

20 40

PLAN

PROFILE

HORIZ. 1"=20'

20 40

C H

T C

C H

T C

INTERTIE NO. 1

PLAN AND PROFILE

STA 29+50 TO STA 34+50

2268038.00_C111.DWG

C111

JCB

WAS

DBH

T 1"

EOP

12" PVC

C H

T C

ATC

LIN

E STA 34+50 SEE SH

EET C

EOP

pw kj ce

-p w

.b en tle y.

co m

:k jc e-pw

\D oc um en ts \C lie nt s\ Sa nt a

C ru z, C ity o f C A\

Sa nt a C ru z

W at er D ep ar tm en t\P ro je ct s\ In te rti es

.0 0\

-D es ig n\

.0 6-

D ra w in gs \C iv il\

D W

1. FOR TITLE 22 COMPLIANCE

CONTRACTOR SHALL CENTER A

FULL PIECE OF 20' PIPE

CROSSING UNDER OR OVER

NON-POTABLE LINES

2. (E) GAS LINE IS A HIGH PRIORITY

SUBSURFACE INSTALLATION.

CONTRACTOR TO COMPLY WITH

SECTION 4216 OF THE CA

38+00 38+50 39+00 39+50 39+60

34+40 34+50 35+00 35+50 36+00 36+50 37+00 37+50 38+00

I S

I E

C L C L D

I S

I E

C L C L D

.5 ° V

I S

I E

C L C L D

I S

I E

C L C L D

I S

I E

C L C L D

I S

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C L C L D

I S

I E

C L C L D

I S

I E

C L C L D

I S

I E

C L C L D

I S

I E

C L C L D

I S

I E

C L C L D

I S

I E

C L C L D

O M

I S

I E

C L C L D

I S

I E

C L C L D

(E ) S

+1 9±

EXISTING GRADE

1' M

, T

6" F

H C

O N

" G V

12" PVC

EXISTING GRADE

" M

R , T

YP 36

" M

R , T

-2.6% -1.5% -1.0%

7.9%

-1.6%

7.9%

9.7%

6.2%

4.4% 2.7%

0.1% 1.0%

10.6%

8.8%

8.4%

(E ) G

+1 8±

35+00

36+00

37+00

38+00

39+00

DRIVEWAY

2169, 2175, 2177, 3191 LA

ADRO

4' MIN±

LA MADRONA DRIVE

C A

D R

3200 LA M

ADRO

2.5' MIN±

L A

STA:36+76.08

11.25° HORIZ BEND

N:1835176.99 E:6115212.73

STA:38+11.65

11.74° HORIZ BEND

N:1835297.21 E:6115267.79

STA:38+53.46

9.89° HORIZ BEND

N:1835323.76 E:6115300.08

STA:35+65 ±

6" FH CONN

STA:36+26.39

11.25° HORIZ BEND

N:1835127.45 E:6115216.65

STA:37+01.86

11.25° HORIZ BEND

N:1835202.59 E:6115215.75

STA:37+54.66

20.86° HORIZ BEND

N:1835252.81 E:6115232.05

STA:35+79.51

11.24° HORIZ BEND

N:1835082.34 E:6115229.39

STA:35+70 ±

12" GV PER

DETAIL 11, C501

USE OF DOCUMENTS

NO. REVISION DATE

25mm

SCALES

CHECKED

DESIGNED

DRAWN

DATE

SHEET OF

FILE NAME

JOB NO.

D E F G HA B C

IF THIS BAR IS NOT

DIMENSION SHOWN,

ADJUST SCALES

ACCORDINGLY.

THIS DOCUMENT, INCLUDING THE INCORPORATED

DESIGNS, IS AN INSTRUMENT OF SERVICE FOR THIS

PROJECT AND SHALL NOT BE USED FOR ANY OTHER

PROJECT WITHOUT THE WRITTEN AUTHORIZATION

2268038.00

JANUARY 2024

Santa Cruz Water Department

INTERTIE NO. 1: SANTA CRUZ -

SCOTTS VALLEY

FINAL DESIGN SUBMITTAL

1"=20'

20 40

PLAN

PROFILE

HORIZ. 1"=20'

20 40

C H

T C

INTERTIE NO. 1

PLAN AND PROFILE

STA 34+50 TO STA 39+50

2268038.00_C112.DWG

C112

JCB

WAS

DBH

T 1"

EOP

12" PVC

C H

T C

EOP

BOLLARD (TYP 2)

PER DETAIL 20, C503

EOP

FIRE HYDRANT PER

DETAIL 10, C501

MATCHLINE STA 39+50 SEE SHEET C113

MATCHLINE STA 34+50 SEE SHEET C111

1. LOCATE SAMPLE STA TO PROVIDE MIN 3-FT CLEAR AROUND FH

2. TREE MAY BE TRIMMED IN ACCORDANCE WITH THE TREE

PROTECTION PLAN

3. FOR TITLE 22 COMPLIANCE CONTRACTOR SHALL CENTER A

FULL PIECE OF 20' PIPE CROSSING UNDER OR OVER

NON-POTABLE LINES

4. (E) GAS LINE IS A HIGH PRIORITY SUBSURFACE INSTALLATION.

CONTRACTOR TO COMPLY WITH SECTION 4216 OF THE CA

GOVERNMENT CODE

GENERAL SHEET NOTES

(2013) B-5

TREE NO. 49

N: 1834975.93 E: 6115285.52

(SEE NOTE 2)

pw kj ce

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co m

:k jc e-pw

\D oc um en ts \C lie nt s\ Sa nt a

C ru z, C ity o f C A\

Sa nt a C ru z

W at er D ep ar tm en t\P ro je ct s\ In te rti es

.0 0\

-D es ig n\

.0 6-

D ra w in gs \C iv il\

D W

39+40 39+50 40+00 40+50 41+00 41+50 42+00 42+50 43+00 43+50 44+00 44+50 44+60

I S

I E L

C L C L D

I S

I E

C L C L D

I S

I E

C L C L D

I S

I E

C L C L D

I S

I E

C L C L D

I S

I E

C L C L D

I S

I E

C L C L D

I S

I E

C L C L D

I S

I E

C L C L D

I S

I E

C L C L D

L…

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 Jul 1, 2025.