31
CONTRACT NO. 60-64-7 #4 For accessibility assistance with this document, please contact the Sonoma County Water Agency Technical Writing Section at (707) 547-1900, Fax at (707) 544-6123, or TDD through the California Relay Service (by dialing 711). PROJECT MANUAL VOLUME 2 OF 2 FOR Petaluma Aqueduct Cathodic Protection Upgrade OCTOBER 2017

VOLUME 2 OF 2 FOR - scwa.ca.gov · cp2 \⠀䌀䄀吀䠀伀䐀䤀䌀 倀刀伀吀䔀䌀吀䤀伀一尩 ... cathodic protection details iv cp27 \⠀䌀䄀吀䠀伀䐀䤀䌀 倀刀伀吀䔀䌀吀

Embed Size (px)

Citation preview

CONTRACT NO. 60-64-7 #4

For accessibility assistance with this document, please contact the Sonoma County Water Agency Technical Writing Section at (707) 547-1900, Fax at (707) 544-6123, or TDD through the California Relay Service (by dialing 711).

PROJECT MANUAL

VOLUME 2 OF 2

FOR

Petaluma Aqueduct Cathodic Protection Upgrade

OCTOBER 2017

REVIEWED :

BYREVISIONDATENO.

SCALE :

DRAWN :

DATE :

FILE NAME:

CONTRACT NUMBER: NUMBER:

DRAWING

NONE 9/27/17

TDH

PETALUMA AQUEDUCT CATHODIC PROTECTION UPGRADE

INDEX TO DRAWINGS & LOCATION MAP

16644 CP100% Submittal G-1,G-2,CP-1 Rev9.4.DWG

60-64-7 #2

G1SHEET 1 OF 30

1100 Willow Pass CourtConcord, CA 94520-1006Phone: (925) 927-6630WWW.JDHCORROSION.COM

AutoCAD SHX Text
SONOMA COUNTY WATER AGENCY
AutoCAD SHX Text
PETALUMA AQUEDUCT
AutoCAD SHX Text
CATHODIC PROTECTION UPGRADE
AutoCAD SHX Text
SHEET NO.
AutoCAD SHX Text
1. G1 (GENERAL) - INDEX TO DRAWINGS & LOCATION MAP G1 (GENERAL) - INDEX TO DRAWINGS & LOCATION MAP (GENERAL) - INDEX TO DRAWINGS & LOCATION MAP 2. G2 (GENERAL) - ABBREVIATIONS, GENERAL NOTES, & LEGEND G2 (GENERAL) - ABBREVIATIONS, GENERAL NOTES, & LEGEND (GENERAL) - ABBREVIATIONS, GENERAL NOTES, & LEGEND 3. CP1 (CATHODIC PROTECTION) - LOCATION PLAN & SCHEDULES CP1 (CATHODIC PROTECTION) - LOCATION PLAN & SCHEDULES (CATHODIC PROTECTION) - LOCATION PLAN & SCHEDULES 4. CP2 (CATHODIC PROTECTION) - SITE 1 - VICINITY MAP & PLAN, CORBY AVE., SANTA ROSA 70+00 CP2 (CATHODIC PROTECTION) - SITE 1 - VICINITY MAP & PLAN, CORBY AVE., SANTA ROSA 70+00 (CATHODIC PROTECTION) - SITE 1 - VICINITY MAP & PLAN, CORBY AVE., SANTA ROSA 70+00 70+00 5. CP3 (CATHODIC PROTECTION) - SITE 2 - VICINITY MAP & PLAN, HEARN AVE., SANTA ROSA 84+70 CP3 (CATHODIC PROTECTION) - SITE 2 - VICINITY MAP & PLAN, HEARN AVE., SANTA ROSA 84+70 (CATHODIC PROTECTION) - SITE 2 - VICINITY MAP & PLAN, HEARN AVE., SANTA ROSA 84+70 84+70 6. CP4 (CATHODIC PROTECTION) - SITE 3 - VICINITY MAP & PLAN, TODD ROAD, SANTA ROSA 183+95 CP4 (CATHODIC PROTECTION) - SITE 3 - VICINITY MAP & PLAN, TODD ROAD, SANTA ROSA 183+95 (CATHODIC PROTECTION) - SITE 3 - VICINITY MAP & PLAN, TODD ROAD, SANTA ROSA 183+95 183+95 7. CP5 (CATHODIC PROTECTION) - SITE 4 - VICINITY MAP & PLAN, COMMERCE BLVD., ROHNERT PARK 274+40 CP5 (CATHODIC PROTECTION) - SITE 4 - VICINITY MAP & PLAN, COMMERCE BLVD., ROHNERT PARK 274+40 (CATHODIC PROTECTION) - SITE 4 - VICINITY MAP & PLAN, COMMERCE BLVD., ROHNERT PARK 274+40 274+40 8. CP6 (CATHODIC PROTECTION) - SITE 5 - VICINITY MAP & PLAN, GOLF COURSE DRIVE, ROHNERT PARK 294+00 CP6 (CATHODIC PROTECTION) - SITE 5 - VICINITY MAP & PLAN, GOLF COURSE DRIVE, ROHNERT PARK 294+00 (CATHODIC PROTECTION) - SITE 5 - VICINITY MAP & PLAN, GOLF COURSE DRIVE, ROHNERT PARK 294+00 294+00 9. CP7 (CATHODIC PROTECTION) - SITE 6 - VICINITY MAP & PLAN, GOLF COURSE DRIVE, ROHNERT PARK 320+00 CP7 (CATHODIC PROTECTION) - SITE 6 - VICINITY MAP & PLAN, GOLF COURSE DRIVE, ROHNERT PARK 320+00 (CATHODIC PROTECTION) - SITE 6 - VICINITY MAP & PLAN, GOLF COURSE DRIVE, ROHNERT PARK 320+00 320+00 10. CP8 (CATHODIC PROTECTION) - SITE 7 - VICINITY MAP & PLAN, SOUTHWEST BLVD., ROHNERT PARK 366+15 CP8 (CATHODIC PROTECTION) - SITE 7 - VICINITY MAP & PLAN, SOUTHWEST BLVD., ROHNERT PARK 366+15 (CATHODIC PROTECTION) - SITE 7 - VICINITY MAP & PLAN, SOUTHWEST BLVD., ROHNERT PARK 366+15 366+15 11. CP9 (CATHODIC PROTECTION) - SITE 8 - VICINITY MAP & PLAN, SOUTHWEST BLVD., ROHNERT PARK 376+00 CP9 (CATHODIC PROTECTION) - SITE 8 - VICINITY MAP & PLAN, SOUTHWEST BLVD., ROHNERT PARK 376+00 (CATHODIC PROTECTION) - SITE 8 - VICINITY MAP & PLAN, SOUTHWEST BLVD., ROHNERT PARK 376+00 376+00 12. CP10 (CATHODIC PROTECTION) - SITE 9 - VICINITY MAP & PLAN, SOUTHWEST BLVD., ROHNERT PARK 388+50 CP10 (CATHODIC PROTECTION) - SITE 9 - VICINITY MAP & PLAN, SOUTHWEST BLVD., ROHNERT PARK 388+50 (CATHODIC PROTECTION) - SITE 9 - VICINITY MAP & PLAN, SOUTHWEST BLVD., ROHNERT PARK 388+50 388+50 13. CP11 (CATHODIC PROTECTION) - SITE 10 - VICINITY MAP & PLAN, EAST RAILROAD AVENUE, PETALUMA 475+45 CP11 (CATHODIC PROTECTION) - SITE 10 - VICINITY MAP & PLAN, EAST RAILROAD AVENUE, PETALUMA 475+45 (CATHODIC PROTECTION) - SITE 10 - VICINITY MAP & PLAN, EAST RAILROAD AVENUE, PETALUMA 475+45 475+45 14. CP12 NOT IN CONTRACT - CP12 NOT IN CONTRACT - NOT IN CONTRACT - - 15. CP13 (CATHODIC PROTECTION) - SITE 12 - VICINITY MAP & PLAN, ELY ROAD, PETALUMA 610+15 CP13 (CATHODIC PROTECTION) - SITE 12 - VICINITY MAP & PLAN, ELY ROAD, PETALUMA 610+15 (CATHODIC PROTECTION) - SITE 12 - VICINITY MAP & PLAN, ELY ROAD, PETALUMA 610+15 610+15 16. CP14 (CATHODIC PROTECTION) - SITE 13 - VICINITY MAP & PLAN, ELY ROAD, PETALUMA 623+90 CP14 (CATHODIC PROTECTION) - SITE 13 - VICINITY MAP & PLAN, ELY ROAD, PETALUMA 623+90 (CATHODIC PROTECTION) - SITE 13 - VICINITY MAP & PLAN, ELY ROAD, PETALUMA 623+90 623+90 17. CP15 (CATHODIC PROTECTION) - SITE 14 - VICINITY MAP & PLAN, ELY ROAD, PETALUMA 630+90 CP15 (CATHODIC PROTECTION) - SITE 14 - VICINITY MAP & PLAN, ELY ROAD, PETALUMA 630+90 (CATHODIC PROTECTION) - SITE 14 - VICINITY MAP & PLAN, ELY ROAD, PETALUMA 630+90 630+90 18. CP16 (CATHODIC PROTECTION) - SITE 15 - VICINITY MAP & PLAN, ELY ROAD, PETALUMA 641+80 CP16 (CATHODIC PROTECTION) - SITE 15 - VICINITY MAP & PLAN, ELY ROAD, PETALUMA 641+80 (CATHODIC PROTECTION) - SITE 15 - VICINITY MAP & PLAN, ELY ROAD, PETALUMA 641+80 641+80 19. CP17 (CATHODIC PROTECTION) - SITE 16 - VICINITY MAP & PLAN, SOUTHPOINT BLVD, PETALUMA 719+60 CP17 (CATHODIC PROTECTION) - SITE 16 - VICINITY MAP & PLAN, SOUTHPOINT BLVD, PETALUMA 719+60 (CATHODIC PROTECTION) - SITE 16 - VICINITY MAP & PLAN, SOUTHPOINT BLVD, PETALUMA 719+60 719+60 20. CP18 (CATHODIC PROTECTION) - SITE 17 - VICINITY MAP & PLAN, PETALUMA BLVD. NORTH, PETALUMA 804+00 CP18 (CATHODIC PROTECTION) - SITE 17 - VICINITY MAP & PLAN, PETALUMA BLVD. NORTH, PETALUMA 804+00 (CATHODIC PROTECTION) - SITE 17 - VICINITY MAP & PLAN, PETALUMA BLVD. NORTH, PETALUMA 804+00 804+00 21. CP19 (CATHODIC PROTECTION) - SITE 18 - VICINITY MAP & PLAN, PETALUMA BLVD. SOUTH, PETALUMA 816+50 CP19 (CATHODIC PROTECTION) - SITE 18 - VICINITY MAP & PLAN, PETALUMA BLVD. SOUTH, PETALUMA 816+50 (CATHODIC PROTECTION) - SITE 18 - VICINITY MAP & PLAN, PETALUMA BLVD. SOUTH, PETALUMA 816+50 816+50 22. CP20 (CATHODIC PROTECTION) - SITE 19 - VICINITY MAP & PLAN, PETALUMA BLVD. SOUTH, PETALUMA 831+25 CP20 (CATHODIC PROTECTION) - SITE 19 - VICINITY MAP & PLAN, PETALUMA BLVD. SOUTH, PETALUMA 831+25 (CATHODIC PROTECTION) - SITE 19 - VICINITY MAP & PLAN, PETALUMA BLVD. SOUTH, PETALUMA 831+25 831+25 23. CP21 (CATHODIC PROTECTION) - SITE 20 - VICINITY MAP & PLAN, PETALUMA BLVD. SOUTH, PETALUMA 841+90 CP21 (CATHODIC PROTECTION) - SITE 20 - VICINITY MAP & PLAN, PETALUMA BLVD. SOUTH, PETALUMA 841+90 (CATHODIC PROTECTION) - SITE 20 - VICINITY MAP & PLAN, PETALUMA BLVD. SOUTH, PETALUMA 841+90 841+90 24. CP22 (CATHODIC PROTECTION) - SITE 21 - VICINITY MAP & PLAN, PETALUMA BLVD. SOUTH, PETALUMA 855+00 CP22 (CATHODIC PROTECTION) - SITE 21 - VICINITY MAP & PLAN, PETALUMA BLVD. SOUTH, PETALUMA 855+00 (CATHODIC PROTECTION) - SITE 21 - VICINITY MAP & PLAN, PETALUMA BLVD. SOUTH, PETALUMA 855+00 855+00 25. CP23 (CATHODIC PROTECTION) - SITE 22 - VICINITY MAP & PLAN, PETALUMA BLVD. SOUTH, PETALUMA 868+60 CP23 (CATHODIC PROTECTION) - SITE 22 - VICINITY MAP & PLAN, PETALUMA BLVD. SOUTH, PETALUMA 868+60 (CATHODIC PROTECTION) - SITE 22 - VICINITY MAP & PLAN, PETALUMA BLVD. SOUTH, PETALUMA 868+60 868+60 26. CP24 (CATHODIC PROTECTION) - CATHODIC PROTECTION DETAILS I CP24 (CATHODIC PROTECTION) - CATHODIC PROTECTION DETAILS I (CATHODIC PROTECTION) - CATHODIC PROTECTION DETAILS I 27. CP25 (CATHODIC PROTECTION) - CATHODIC PROTECTION DETAILS II CP25 (CATHODIC PROTECTION) - CATHODIC PROTECTION DETAILS II (CATHODIC PROTECTION) - CATHODIC PROTECTION DETAILS II 28. CP26 (CATHODIC PROTECTION) - CATHODIC PROTECTION DETAILS III CP26 (CATHODIC PROTECTION) - CATHODIC PROTECTION DETAILS III (CATHODIC PROTECTION) - CATHODIC PROTECTION DETAILS III 29. CP27 (CATHODIC PROTECTION) - CATHODIC PROTECTION DETAILS IV CP27 (CATHODIC PROTECTION) - CATHODIC PROTECTION DETAILS IV (CATHODIC PROTECTION) - CATHODIC PROTECTION DETAILS IV 30. CP28 (CATHODIC PROTECTION) - CATHODIC PROTECTION DETAILS VCP28 (CATHODIC PROTECTION) - CATHODIC PROTECTION DETAILS V(CATHODIC PROTECTION) - CATHODIC PROTECTION DETAILS V
AutoCAD SHX Text
DRAWING NO.
AutoCAD SHX Text
TITLE
AutoCAD SHX Text
101
AutoCAD SHX Text
U. S.
AutoCAD SHX Text
101
AutoCAD SHX Text
U. S.
AutoCAD SHX Text
121
AutoCAD SHX Text
HWY
AutoCAD SHX Text
116
AutoCAD SHX Text
HWY
AutoCAD SHX Text
HWY 116
AutoCAD SHX Text
101
AutoCAD SHX Text
U. S.
AutoCAD SHX Text
HWY 12
AutoCAD SHX Text
37
AutoCAD SHX Text
HWY
AutoCAD SHX Text
HWY 12
AutoCAD SHX Text
HWY 116
AutoCAD SHX Text
116
AutoCAD SHX Text
HWY 1
AutoCAD SHX Text
COUNTY
AutoCAD SHX Text
MARIN
AutoCAD SHX Text
COUNTY
AutoCAD SHX Text
SONOMA
AutoCAD SHX Text
COUNTY
AutoCAD SHX Text
COUNTY
AutoCAD SHX Text
SONOMA
AutoCAD SHX Text
NAPA
AutoCAD SHX Text
LAKE COUNTY
AutoCAD SHX Text
COUNTY
AutoCAD SHX Text
COUNTY
AutoCAD SHX Text
SONOMA
AutoCAD SHX Text
MENDOCINO
AutoCAD SHX Text
PETALUMA
AutoCAD SHX Text
SONOMA
AutoCAD SHX Text
COTATI
AutoCAD SHX Text
ROHNERT PARK
AutoCAD SHX Text
FORESTVILLE
AutoCAD SHX Text
HEALDSBURG
AutoCAD SHX Text
WINDSOR
AutoCAD SHX Text
SEBASTOPOL
AutoCAD SHX Text
SANTA ROSA
AutoCAD SHX Text
%%u LOCATION MAP %%U
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
CLOVERDALE
AutoCAD SHX Text
Russian
AutoCAD SHX Text
River
AutoCAD SHX Text
HWY
AutoCAD SHX Text
P a c i f i c O c e a n
AutoCAD SHX Text
N
AutoCAD SHX Text
PROJECT
AutoCAD SHX Text
SONOMA
AutoCAD SHX Text
AQUEDUCT
AutoCAD SHX Text
PETALUMA AQUEDUCT
AutoCAD SHX Text
STATIONING
AutoCAD SHX Text
BAR LENGTH ON ORIGINAL DRAWING EQUALS ONE INCH. ADJUST SCALE ACCORDINGLY
AutoCAD SHX Text
H:\Project Folders\2011 Contracts\11036 - SCWA - Petaluma Aqueduct CP System Design\Design\7439_CP Site Plans C3D\16644 CP100% Submittal G-1,G-2,CP-1 Rev9.4
AutoCAD SHX Text
A G E N C Y
AutoCAD SHX Text
WATER
AutoCAD SHX Text
C 0 U N T Y
AutoCAD SHX Text
SONOMA
AutoCAD SHX Text
D
AutoCAD SHX Text
L
AutoCAD SHX Text
A
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
G
AutoCAD SHX Text
I
AutoCAD SHX Text
T
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
O
AutoCAD SHX Text
T
AutoCAD SHX Text
F
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
F
AutoCAD SHX Text
O
AutoCAD SHX Text
C
AutoCAD SHX Text
L
AutoCAD SHX Text
E
AutoCAD SHX Text
S
AutoCAD SHX Text
No. CR 1035
AutoCAD SHX Text
Exp. June 30, 2019
AutoCAD SHX Text
C
AutoCAD SHX Text
S
AutoCAD SHX Text
T
AutoCAD SHX Text
A
AutoCAD SHX Text
R
AutoCAD SHX Text
R
AutoCAD SHX Text
O
AutoCAD SHX Text
O
AutoCAD SHX Text
H
AutoCAD SHX Text
A
AutoCAD SHX Text
M
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
O
AutoCAD SHX Text
M
AutoCAD SHX Text
M
AutoCAD SHX Text
R
AutoCAD SHX Text
N
AutoCAD SHX Text
I
AutoCAD SHX Text
N
AutoCAD SHX Text
O
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
D
AutoCAD SHX Text
L
AutoCAD SHX Text
G
AutoCAD SHX Text
I
AutoCAD SHX Text
E
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
N
AutoCAD SHX Text
E
AutoCAD SHX Text
P
AutoCAD SHX Text
F
AutoCAD SHX Text
O
AutoCAD SHX Text
R
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
O
AutoCAD SHX Text
I
AutoCAD SHX Text
S

NORTH AMERICAN DATUM 1983 - (1991.35). COORDINATES SHOWN ARE BASED UPON CALIFORNIA COORDINATE SYSTEM

OF 1983, ZONE 2, IN U.S. STANDARD SURVEY FEET.

NORTH AMERICAN VERTICAL DATUM OF 1988. ELEVATIONS SHOWN ARE BASED UPON CONTROL POINTS ESTABLISHED

BY THE SONOMA COUNTY WATER AGENCY FOR THIS PROJECT, IN U.S. STANDARD SURVEY FEET.

ALL STATIONING REPRESENTS HORIZONTAL MEASUREMENT AT CENTERLINE OF CONSTRUCTION.

RIGHT AND LEFT DIRECTIONS ARE FROM CENTERLINE LOOKING UPSTATION.

THE OWNER, TO THE BEST OF ITS ABILITY, HAS DELINEATED ON THE DRAWINGS ALL UTILITY

INSTALLATIONS TO BE ENCOUNTERED WITHIN THE LIMITS OF WORK. SUCH INFORMATION IS

BASED UPON INFORMATION FURNISHED TO THE OWNER BY OUTSIDE UTILITY OPERATORS,

AND THE OWNER DOES NOT, EITHER EXPRESSLY OR BY IMPLICATION, GUARANTEE THAT

UTILITY INSTALLATIONS WILL BE FOUND AT THE LOCATIONS OR DEPTHS INDICATED. THE

OWNER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN

OR THE INADVERTENT OMISSION OF ANY SUCH INFORMATION. ALL UNDERGROUND UTILITY

LOCATIONS SHOWN ON THE SITE PLANS ARE APPROXIMATE ONLY. THE CONTRACTOR

SHALL VERIFY LOCATIONS PRIOR TO DIGGING.

AB AGGREGATE BASE

A.C. ASPHALT CONCRETE

AC ALTERNATING CURRENT

AE APPROVED EQUAL

A, AMP AMPERE

AN ANODE

APN ASSESSOR'S PARCEL NUMBER

APPROX APPROXIMATE

AQ AQUEDUCT

ARV AIR RELEASE VALVE

ASTM AMERICAN SOCIETY OF TESTING

AND MATERIALS

ATT AT&T

AV AIR VALVE

AVE AVENUE

AWG AMERICAN WIRE GAUGE

BLVD BOULEVARD

BO BLOW OFF

BTS BOND TEST STATION

CATS CASING TEST STATION

CDF CONTROLLED DENSITY FILL

C.I. CAST IRON

C CENTER LINE

CO COUNTY

CMP CORRUGATED METAL PIPE

CP CATHODIC PROTECTION

CTS CORROSION TEST STATION

D DRAIN

DC DIRECT CURRENT

DIA, Ø DIAMETER

DR DRAIN

EA EACH

ELEC. ELECTRICAL

EP EDGE OF PAVEMENT

EX. EXISTING

FH FIRE HYDRANT

FPTS FOREIGN PIPELINE TEST

STATION

FT, ' FEET

G GENERAL

G NATURAL GAS

GALV. GALVANIZED

GRS GALVANIZED RIGID STEEL

HDPE HIGH DENSITY POLYETHYLENE

HMWPE HIGH MOLECULAR WEIGHT

POLYETHYLENE

HWY HIGHWAY

IJTS INSULATING JOINT TEST STATION

I.D. IDENTIFICATION

IN, " INCH

INV INVERT

JP JOINT POLE

LB POUND

LF LINEAR FOOT

LT LEFT

MAX MAXIMUM

MCM M. C. MILLER

MH MANHOLE

MIL THOUSANDTH OF INCH

MIN MINIMUM

MOV MOTOR OPERATED VALVE

MUP MULTI-USE PATH

N NORTH

NGS NATIONAL GEODETIC SOCIETY

NMWD NORTH MARIN WATER DISTRICT

NO., # NUMBER

O.D. OUTER DIAMETER

OH OVERHEAD

OHPL OVERHEAD POWER LINE

O.R. OFFICIAL RECORD

P/L PROPERTY LINE

PA PETALUMA AQUEDUCT

PG&E PACIFIC GAS AND ELECTRIC

COMPANY

PSI POUNDS PER SQUARE INCH

PT&T PACIFIC TELEPHONE AND

TELEGRAPH COMPANY

PVC POLYVINYL CHLORIDE

RC RELATIVE COMPACTION

RD ROAD

REQ'D REQUIRED

RMU REMOTE MONITORING UNIT

RT RIGHT

SCFCWCD SONOMA COUNTY FLOOD

CONTROL & WATER

CONSERVATION DISTRICT

SCH SCHEDULE

SCWA SONOMA COUNTY WATER

AGENCY

SD STORM DRAIN

SMARTD SONOMA MARIN AREA RAIL

TRANSIT DISTRICT

SPECS. SPECIFICATIONS

SS SANITARY SEWER

SS STAINLESS STEEL

STA STATION

STL STEEL

THHN THERMOPLASTIC HIGH HEAT

RESISTANT NYLON COATED

T.O. TURNOUT

TS TEST STATION

TT TEST

TXP TRIXYLENYL PHOSPHATE

TYP TYPICAL

U.S. UNITED STATES

V VALVE

V VOLT

VAR VARIOUS

W WEST

W/ WITH

WV WATER VALVE

WM WATER METER

X BY

& AND

° DEGREE

= EQUALS

/ OR

% PERCENT

± PLUS OR MINUS

ON DRAWING NO. CP3 THIS

SECTION TITLE IS SHOWN AS:

ON DRAWING NO. CP3 THIS

DETAIL TITLE IS SHOWN AS:

SECTION AND DETAIL TO BE FOUND ON SAME

DRAWING AS CALLOUT:

SECTION AND DETAIL CALLOUTS ON

DRAWING NO. CP3 REFERENCED TO

DRAWING NO. CP4:

DRAWING NO. WHERE SECTION CUT

APPEARS (BACK REFERENCE)

DRAWING NO. WHERE DETAIL

CALLOUT APPEARS (BACK

REFERENCE OR VARIES)

DRAWING NO. WHERE

DETAIL APPEARS

DRAWING NO. WHERE IT APPEARS

SECTION LETTER

SECTION LETTER

DETAIL NUMBER

1A

A1

DETAIL NUMBER

L

BOUNDARY

TURNOUT

AIR VALVE

CENTER LINE

CENTER LINE OF AQUEDUCT

CONSTRUCTION EASEMENT

EASEMENT

FENCE

AT&T PHONE LINE

ELECTRICAL CONDUIT (NEW)

ELECTRICAL LINE

OVERHEAD ELECTRICAL LINE

NATURAL GAS PIPELINE

SANITARY SEWER PIPELINE

WATER PIPELINE

TREE

AQUEDUCT ANGLE POINT

BOLLARD

CORROSION TEST STATION

DEEP ANODE BED

FIRE HYDRANT

GUY ANCHOR

GUY POLE

LAWN

NORTH

POWER POLE

RAILROAD SIGN

RECTIFIER

SANITARY SEWER MANHOLE

STORM DRAIN MANHOLE

STREET LIGHT

TELEPHONE POLE

WATER MANHOLE

WATER

WATER VAULT OR ELECTRICAL PEDESTAL

AT SOME LOCATIONS, DURING ORIGINAL CONSTRUCTION OF THE PETALUMA AQUEDUCT, A

CONCRETE CAP WAS INSTALLED OVER THE PIPELINE. THE DIMENSION AND LOCATIONS OF

THE CONCRETE CAP ARE UNKNOWN; HOWEVER, AT ALL LOCATIONS WHERE CONSTRUCTION

FOR THIS PROJECT REQUIRES DIRECT ACCESS TO THE PIPELINE, THE CONTRACTOR SHALL

REMOVE THE CONCRETE CAP IN ORDER TO ACCESS THE PIPELINE. REPLACEMENT OF THE

CONCRETE CAP IS NOT REQUIRED.

UNPAVED GRAVEL PATH

ALL ELECTRICAL WORK SHALL MEET THE REQUIREMENTS SET IN THE MOST RECENT VERSION OF PG&E'S

GREENBOOK.

UNPAVED PATH

PAVED PATH

REVIEWED :

BYREVISIONDATENO.

SCALE :

DRAWN :

DATE :

FILE NAME:

CONTRACT NUMBER: NUMBER:

DRAWING

NONE 9/27/17

TDH

PETALUMA AQUEDUCT CATHODIC PROTECTION UPGRADE

ABBREVIATIONS, GENERAL NOTES, & LEGEND

16644 CP100% Submittal G-1,G-2,CP-1 Rev9.4.DWG

60-64-7 #2

G2SHEET 2 OF 30

1100 Willow Pass CourtConcord, CA 94520-1006Phone: (925) 927-6630WWW.JDHCORROSION.COM

AutoCAD SHX Text
ABBREVIATIONS
AutoCAD SHX Text
UTILITIES :
AutoCAD SHX Text
5.
AutoCAD SHX Text
STATIONING :
AutoCAD SHX Text
ORIENTATION :
AutoCAD SHX Text
1.
AutoCAD SHX Text
2.
AutoCAD SHX Text
3.
AutoCAD SHX Text
4.
AutoCAD SHX Text
HORIZONTAL
AutoCAD SHX Text
DATUM :
AutoCAD SHX Text
VERTICAL
AutoCAD SHX Text
DATUM :
AutoCAD SHX Text
GENERAL NOTES
AutoCAD SHX Text
SECTION
AutoCAD SHX Text
DETAIL
AutoCAD SHX Text
CP3
AutoCAD SHX Text
A
AutoCAD SHX Text
CP3
AutoCAD SHX Text
1
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
CP4
AutoCAD SHX Text
CP4
AutoCAD SHX Text
TYPICAL SECTION LETTERING AND DETAIL NUMBERING SYSTEM
AutoCAD SHX Text
LEGEND
AutoCAD SHX Text
g
AutoCAD SHX Text
g
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
e
AutoCAD SHX Text
e
AutoCAD SHX Text
OH
AutoCAD SHX Text
OH
AutoCAD SHX Text
att
AutoCAD SHX Text
att
AutoCAD SHX Text
WV
AutoCAD SHX Text
W
AutoCAD SHX Text
S
AutoCAD SHX Text
D
AutoCAD SHX Text
T
AutoCAD SHX Text
H
AutoCAD SHX Text
F
AutoCAD SHX Text
CONCRETE CAP :
AutoCAD SHX Text
6.
AutoCAD SHX Text
MH
AutoCAD SHX Text
E
AutoCAD SHX Text
E
AutoCAD SHX Text
G
AutoCAD SHX Text
G
AutoCAD SHX Text
SS
AutoCAD SHX Text
SS
AutoCAD SHX Text
N
AutoCAD SHX Text
ELECTRICAL WORK:
AutoCAD SHX Text
7.
AutoCAD SHX Text
WM
AutoCAD SHX Text
BAR LENGTH ON ORIGINAL DRAWING EQUALS ONE INCH. ADJUST SCALE ACCORDINGLY
AutoCAD SHX Text
H:\Project Folders\2011 Contracts\11036 - SCWA - Petaluma Aqueduct CP System Design\Design\7439_CP Site Plans C3D\16644 CP100% Submittal G-1,G-2,CP-1 Rev9.4
AutoCAD SHX Text
A G E N C Y
AutoCAD SHX Text
WATER
AutoCAD SHX Text
C 0 U N T Y
AutoCAD SHX Text
SONOMA
AutoCAD SHX Text
D
AutoCAD SHX Text
L
AutoCAD SHX Text
A
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
G
AutoCAD SHX Text
I
AutoCAD SHX Text
T
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
O
AutoCAD SHX Text
T
AutoCAD SHX Text
F
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
F
AutoCAD SHX Text
O
AutoCAD SHX Text
C
AutoCAD SHX Text
L
AutoCAD SHX Text
E
AutoCAD SHX Text
S
AutoCAD SHX Text
No. CR 1035
AutoCAD SHX Text
Exp. June 30, 2019
AutoCAD SHX Text
C
AutoCAD SHX Text
S
AutoCAD SHX Text
T
AutoCAD SHX Text
A
AutoCAD SHX Text
R
AutoCAD SHX Text
R
AutoCAD SHX Text
O
AutoCAD SHX Text
O
AutoCAD SHX Text
H
AutoCAD SHX Text
A
AutoCAD SHX Text
M
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
O
AutoCAD SHX Text
M
AutoCAD SHX Text
M
AutoCAD SHX Text
R
AutoCAD SHX Text
N
AutoCAD SHX Text
I
AutoCAD SHX Text
N
AutoCAD SHX Text
O
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
D
AutoCAD SHX Text
L
AutoCAD SHX Text
G
AutoCAD SHX Text
I
AutoCAD SHX Text
E
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
N
AutoCAD SHX Text
E
AutoCAD SHX Text
P
AutoCAD SHX Text
F
AutoCAD SHX Text
O
AutoCAD SHX Text
R
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
O
AutoCAD SHX Text
I
AutoCAD SHX Text
S

±

TABLE 1 TABLE 2

±±

REVIEWED :

BYREVISIONDATENO.

SCALE :

DRAWN :

DATE :

FILE NAME:

CONTRACT NUMBER: NUMBER:

DRAWING

1"=10,000' 9/27/17

TDH/SC

PETALUMA AQUEDUCT CATHODIC PROTECTION UPGRADE

LOCATION PLAN & SCHEDULES

16644 CP100% Submittal G-1,G-2,CP-1 Rev9.4.DWG

60-64-7 #2

CP1SHEET 3 OF 30

1100 Willow Pass CourtConcord, CA 94520-1006Phone: (925) 927-6630WWW.JDHCORROSION.COM

AutoCAD SHX Text
PETALUMA AQUEDUCT LOCATION PLAN
AutoCAD SHX Text
1
AutoCAD SHX Text
1" = 2,500 FT
AutoCAD SHX Text
-
AutoCAD SHX Text
TEST RECTIFIER NO. OF ACTIVE TOTAL GROUT RECTIFIER NO. OF ACTIVE TOTAL GROUT NO. OF ACTIVE TOTAL GROUT ACTIVE TOTAL GROUT TOTAL GROUT GROUT SITE STATION INPUT ANODES BED BED SEAL STATION INPUT ANODES BED BED SEAL INPUT ANODES BED BED SEAL ANODES BED BED SEAL BED BED SEAL BED SEAL SEAL NO. VICINITY SITE CP LOCATION (SINGLE RECTIFIER AC VICINITY SITE CP LOCATION (SINGLE RECTIFIER AC SITE CP LOCATION (SINGLE RECTIFIER AC CP LOCATION (SINGLE RECTIFIER AC LOCATION (SINGLE RECTIFIER AC (SINGLE RECTIFIER AC RECTIFIER AC AC (ABOVE) MAP PLAN STATION (±) PHASE) OUTPUT * (A) (B) (C) (D) POWER MAP PLAN STATION (±) PHASE) OUTPUT * (A) (B) (C) (D) POWER PLAN STATION (±) PHASE) OUTPUT * (A) (B) (C) (D) POWER STATION (±) PHASE) OUTPUT * (A) (B) (C) (D) POWER (±) PHASE) OUTPUT * (A) (B) (C) (D) POWER ) PHASE) OUTPUT * (A) (B) (C) (D) POWER PHASE) OUTPUT * (A) (B) (C) (D) POWER OUTPUT * (A) (B) (C) (D) POWER (A) (B) (C) (D) POWER (B) (C) (D) POWER (C) (D) POWER (D) POWER POWER 2 CP3 CP3 CP NO. 1 84+70 110/220V 40V-20A 7 89 FT 404 FT 300 FT NEW SERVICE CP3 CP3 CP NO. 1 84+70 110/220V 40V-20A 7 89 FT 404 FT 300 FT NEW SERVICE CP3 CP NO. 1 84+70 110/220V 40V-20A 7 89 FT 404 FT 300 FT NEW SERVICE CP NO. 1 84+70 110/220V 40V-20A 7 89 FT 404 FT 300 FT NEW SERVICE 84+70 110/220V 40V-20A 7 89 FT 404 FT 300 FT NEW SERVICE 110/220V 40V-20A 7 89 FT 404 FT 300 FT NEW SERVICE 40V-20A 7 89 FT 404 FT 300 FT NEW SERVICE 7 89 FT 404 FT 300 FT NEW SERVICE 89 FT 404 FT 300 FT NEW SERVICE 404 FT 300 FT NEW SERVICE 300 FT NEW SERVICE NEW SERVICE 3 CP4 CP4 CP NO. 2 183+95 110/220V 40V-20A 7 89 FT 204 FT 100 FT NEW SERVICE CP4 CP4 CP NO. 2 183+95 110/220V 40V-20A 7 89 FT 204 FT 100 FT NEW SERVICE CP4 CP NO. 2 183+95 110/220V 40V-20A 7 89 FT 204 FT 100 FT NEW SERVICE CP NO. 2 183+95 110/220V 40V-20A 7 89 FT 204 FT 100 FT NEW SERVICE 183+95 110/220V 40V-20A 7 89 FT 204 FT 100 FT NEW SERVICE 110/220V 40V-20A 7 89 FT 204 FT 100 FT NEW SERVICE 40V-20A 7 89 FT 204 FT 100 FT NEW SERVICE 7 89 FT 204 FT 100 FT NEW SERVICE 89 FT 204 FT 100 FT NEW SERVICE 204 FT 100 FT NEW SERVICE 100 FT NEW SERVICE NEW SERVICE 4 CP5 CP5 CP NO. 3 274+40 110/220V 32V-16A 6 77 FT 392 FT 300 FT EX. SERVICE PANEL CP5 CP5 CP NO. 3 274+40 110/220V 32V-16A 6 77 FT 392 FT 300 FT EX. SERVICE PANEL CP5 CP NO. 3 274+40 110/220V 32V-16A 6 77 FT 392 FT 300 FT EX. SERVICE PANEL CP NO. 3 274+40 110/220V 32V-16A 6 77 FT 392 FT 300 FT EX. SERVICE PANEL 274+40 110/220V 32V-16A 6 77 FT 392 FT 300 FT EX. SERVICE PANEL 110/220V 32V-16A 6 77 FT 392 FT 300 FT EX. SERVICE PANEL 32V-16A 6 77 FT 392 FT 300 FT EX. SERVICE PANEL 6 77 FT 392 FT 300 FT EX. SERVICE PANEL 77 FT 392 FT 300 FT EX. SERVICE PANEL 392 FT 300 FT EX. SERVICE PANEL 300 FT EX. SERVICE PANEL EX. SERVICE PANEL 7 CP8 CP8 CP NO. 4 366+15 110/220V 40V-20A 6 77 FT 192 FT 100 FT NEW SERVICE CP8 CP8 CP NO. 4 366+15 110/220V 40V-20A 6 77 FT 192 FT 100 FT NEW SERVICE CP8 CP NO. 4 366+15 110/220V 40V-20A 6 77 FT 192 FT 100 FT NEW SERVICE CP NO. 4 366+15 110/220V 40V-20A 6 77 FT 192 FT 100 FT NEW SERVICE 366+15 110/220V 40V-20A 6 77 FT 192 FT 100 FT NEW SERVICE 110/220V 40V-20A 6 77 FT 192 FT 100 FT NEW SERVICE 40V-20A 6 77 FT 192 FT 100 FT NEW SERVICE 6 77 FT 192 FT 100 FT NEW SERVICE 77 FT 192 FT 100 FT NEW SERVICE 192 FT 100 FT NEW SERVICE 100 FT NEW SERVICE NEW SERVICE 10 CP11 CP11 CP NO. 5 475+45 110/220V 60V-30A 9 113 FT 228 FT 100 FT NEW SERVICE CP11 CP11 CP NO. 5 475+45 110/220V 60V-30A 9 113 FT 228 FT 100 FT NEW SERVICE CP11 CP NO. 5 475+45 110/220V 60V-30A 9 113 FT 228 FT 100 FT NEW SERVICE CP NO. 5 475+45 110/220V 60V-30A 9 113 FT 228 FT 100 FT NEW SERVICE 475+45 110/220V 60V-30A 9 113 FT 228 FT 100 FT NEW SERVICE 110/220V 60V-30A 9 113 FT 228 FT 100 FT NEW SERVICE 60V-30A 9 113 FT 228 FT 100 FT NEW SERVICE 9 113 FT 228 FT 100 FT NEW SERVICE 113 FT 228 FT 100 FT NEW SERVICE 228 FT 100 FT NEW SERVICE 100 FT NEW SERVICE NEW SERVICE 12 CP13 CP13 CP NO. 6 610+15 110/220V 60V-30A 10 125 FT 440 FT 300 FT EX. PEDESTAL CP13 CP13 CP NO. 6 610+15 110/220V 60V-30A 10 125 FT 440 FT 300 FT EX. PEDESTAL CP13 CP NO. 6 610+15 110/220V 60V-30A 10 125 FT 440 FT 300 FT EX. PEDESTAL CP NO. 6 610+15 110/220V 60V-30A 10 125 FT 440 FT 300 FT EX. PEDESTAL 610+15 110/220V 60V-30A 10 125 FT 440 FT 300 FT EX. PEDESTAL 110/220V 60V-30A 10 125 FT 440 FT 300 FT EX. PEDESTAL 60V-30A 10 125 FT 440 FT 300 FT EX. PEDESTAL 10 125 FT 440 FT 300 FT EX. PEDESTAL 125 FT 440 FT 300 FT EX. PEDESTAL 440 FT 300 FT EX. PEDESTAL 300 FT EX. PEDESTAL EX. PEDESTAL 22 CP23 CP23 CP NO. 7 868+60 110/220V 24V-16A 8 101 FT 216 FT 100 FT EX. SERVICE PANEL CP23 CP23 CP NO. 7 868+60 110/220V 24V-16A 8 101 FT 216 FT 100 FT EX. SERVICE PANEL CP23 CP NO. 7 868+60 110/220V 24V-16A 8 101 FT 216 FT 100 FT EX. SERVICE PANEL CP NO. 7 868+60 110/220V 24V-16A 8 101 FT 216 FT 100 FT EX. SERVICE PANEL 868+60 110/220V 24V-16A 8 101 FT 216 FT 100 FT EX. SERVICE PANEL 110/220V 24V-16A 8 101 FT 216 FT 100 FT EX. SERVICE PANEL 24V-16A 8 101 FT 216 FT 100 FT EX. SERVICE PANEL 8 101 FT 216 FT 100 FT EX. SERVICE PANEL 101 FT 216 FT 100 FT EX. SERVICE PANEL 216 FT 100 FT EX. SERVICE PANEL 100 FT EX. SERVICE PANEL EX. SERVICE PANEL * RECTIFIERS ARE RATED FOR BIDDING PURPOSES ONLY. INDICATED RECTIFIER VOLTAGE RATINGS ARE HIGHER THAN THE EXPECTED AS-BUILT OUTPUT. FINAL RECTIFIER RATINGS WILL BE DETERMINED FOLLOWING ANODE BED INSTALLATION.
AutoCAD SHX Text
TEST SITE STATION STATION NO. VICINITY SITE LOCATION MOUNTING VICINITY SITE LOCATION MOUNTING SITE LOCATION MOUNTING LOCATION MOUNTING MOUNTING (ABOVE) MAP PLAN (±) TYPE COMMENTS MAP PLAN (±) TYPE COMMENTS PLAN (±) TYPE COMMENTS (±) TYPE COMMENTS ) TYPE COMMENTS TYPE COMMENTS COMMENTS 1 CP2 CP2 70+00 POST - CP2 CP2 70+00 POST - CP2 70+00 POST - 70+00 POST - POST - - 5 CP6 CP6 294+00 POST - CP6 CP6 294+00 POST - CP6 294+00 POST - 294+00 POST - POST - - 6 CP7 CP7 320+00 POST - CP7 CP7 320+00 POST - CP7 320+00 POST - 320+00 POST - POST - - 8 CP9 CP9 376+00 POST - CP9 CP9 376+00 POST - CP9 376+00 POST - 376+00 POST - POST - - 9 CP10 CP10 388+50 POST - CP10 CP10 388+50 POST - CP10 388+50 POST - 388+50 POST - POST - - 11 CP12 CP12 - - NOT IN CONTRACT CP12 CP12 - - NOT IN CONTRACT CP12 - - NOT IN CONTRACT - - NOT IN CONTRACT - NOT IN CONTRACT NOT IN CONTRACT 13 CP14 CP14 623+90 POST - CP14 CP14 623+90 POST - CP14 623+90 POST - 623+90 POST - POST - -
AutoCAD SHX Text
CATHODIC PROTECTION STATION (CP STATION)
AutoCAD SHX Text
CORROSION TEST STATION (CTS)
AutoCAD SHX Text
TEST SITE STATION STATION NO. LOCATION SITE LOCATION MOUNTING LOCATION SITE LOCATION MOUNTING SITE LOCATION MOUNTING LOCATION MOUNTING MOUNTING (ABOVE) MAP PLAN (±) TYPE COMMENTS MAP PLAN (±) TYPE COMMENTS PLAN (±) TYPE COMMENTS (±) TYPE COMMENTS ) TYPE COMMENTS TYPE COMMENTS COMMENTS 14 CP15 CP15 630+90 POST - CP15 CP15 630+90 POST - CP15 630+90 POST - 630+90 POST - POST - - 15 CP16 CP16 641+80 POST - CP16 CP16 641+80 POST - CP16 641+80 POST - 641+80 POST - POST - - 16 CP17 CP17 719+80 FLUSH - CP17 CP17 719+80 FLUSH - CP17 719+80 FLUSH - 719+80 FLUSH - FLUSH - - 17 CP18 CP18 804+00 FLUSH - CP18 CP18 804+00 FLUSH - CP18 804+00 FLUSH - 804+00 FLUSH - FLUSH - - 18 CP19 CP19 816+50 FLUSH - CP19 CP19 816+50 FLUSH - CP19 816+50 FLUSH - 816+50 FLUSH - FLUSH - - 19 CP20 CP20 831+25 FLUSH - CP20 CP20 831+25 FLUSH - CP20 831+25 FLUSH - 831+25 FLUSH - FLUSH - - 20 CP21 CP21 841+90 FLUSH - CP21 CP21 841+90 FLUSH - CP21 841+90 FLUSH - 841+90 FLUSH - FLUSH - - 21 CP22 CP22 855+00 FLUSH - CP22 CP22 855+00 FLUSH - CP22 855+00 FLUSH - 855+00 FLUSH - FLUSH - -
AutoCAD SHX Text
NOTE: 1. CONTRACTOR SHALL COORDINATE SERVICE INSTALLATION WITH PG&E. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL REQUIRED WIRING, CONDUITS, CABLES, SPLICE BOXES, CONTRACTOR SHALL COORDINATE SERVICE INSTALLATION WITH PG&E. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL REQUIRED WIRING, CONDUITS, CABLES, SPLICE BOXES, CIRCUIT BREAKERS, AND OTHER EQUIPMENT AS NECESSARY FOR OPERATION OF THE RECTIFIERS IN ACCORDANCE WITH PG&E GREENBOOK STANDARDS AND PER DETAILS 1, 2 & 3/CP27 & 1/CP28.
AutoCAD SHX Text
BAR LENGTH ON ORIGINAL DRAWING EQUALS ONE INCH. ADJUST SCALE ACCORDINGLY
AutoCAD SHX Text
H:\Project Folders\2011 Contracts\11036 - SCWA - Petaluma Aqueduct CP System Design\Design\7439_CP Site Plans C3D\16644 CP100% Submittal G-1,G-2,CP-1 Rev9.4
AutoCAD SHX Text
A G E N C Y
AutoCAD SHX Text
WATER
AutoCAD SHX Text
C 0 U N T Y
AutoCAD SHX Text
SONOMA
AutoCAD SHX Text
D
AutoCAD SHX Text
L
AutoCAD SHX Text
A
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
G
AutoCAD SHX Text
I
AutoCAD SHX Text
T
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
O
AutoCAD SHX Text
T
AutoCAD SHX Text
F
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
F
AutoCAD SHX Text
O
AutoCAD SHX Text
C
AutoCAD SHX Text
L
AutoCAD SHX Text
E
AutoCAD SHX Text
S
AutoCAD SHX Text
No. CR 1035
AutoCAD SHX Text
Exp. June 30, 2019
AutoCAD SHX Text
C
AutoCAD SHX Text
S
AutoCAD SHX Text
T
AutoCAD SHX Text
A
AutoCAD SHX Text
R
AutoCAD SHX Text
R
AutoCAD SHX Text
O
AutoCAD SHX Text
O
AutoCAD SHX Text
H
AutoCAD SHX Text
A
AutoCAD SHX Text
M
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
O
AutoCAD SHX Text
M
AutoCAD SHX Text
M
AutoCAD SHX Text
R
AutoCAD SHX Text
N
AutoCAD SHX Text
I
AutoCAD SHX Text
N
AutoCAD SHX Text
O
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
D
AutoCAD SHX Text
L
AutoCAD SHX Text
G
AutoCAD SHX Text
I
AutoCAD SHX Text
E
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
N
AutoCAD SHX Text
E
AutoCAD SHX Text
P
AutoCAD SHX Text
F
AutoCAD SHX Text
O
AutoCAD SHX Text
R
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
O
AutoCAD SHX Text
I
AutoCAD SHX Text
S
AutoCAD SHX Text
NEW RECTIFIER & ANODE BED, CP NO. 2 STATION 183+95 ON DRAWING NO. CP4
AutoCAD SHX Text
NEW RECTIFIER & ANODE BED, CP NO. 3 STATION 274+40 ON DRAWING NO. CP5
AutoCAD SHX Text
NEW RECTIFIER & ANODE BED, CP NO. 4 STATION 366+15 ON DRAWING NO. CP8
AutoCAD SHX Text
NEW RECTIFIER & ANODE BED, CP NO. 5 STATION 475+45 ON DRAWING NO. CP11
AutoCAD SHX Text
NEW RECTIFIER & ANODE BED, CP NO. 8 STATION 868+60 ON DRAWING NO. CP23
AutoCAD SHX Text
NEW CORROSION TEST STATION STATION 70+00 ON DRAWING NO. CP2
AutoCAD SHX Text
NEW CORROSION TEST STATION STATION 294+00 ON DRAWING NO. CP6
AutoCAD SHX Text
NEW CORROSION TEST STATION STATION 320+00 ON DRAWING NO. CP7
AutoCAD SHX Text
NEW CORROSION TEST STATION STATION 376+00 ON DRAWING NO. CP9
AutoCAD SHX Text
CORROSION TEST STATION UPGRADE STATION 623+90 ON DRAWING NO. CP14
AutoCAD SHX Text
NEW RECTIFIER & ANODE BED, CP NO. 6 STATION 610+15 ON DRAWING NO. CP13
AutoCAD SHX Text
CORROSION TEST STATION UPGRADE STATION 630+90 ON DRAWING NO. CP15
AutoCAD SHX Text
NEW CORROSION TEST STATION STATION 804+00 ON DRAWING NO. CP18
AutoCAD SHX Text
NEW CORROSION TEST STATION STATION 855+00 ON DRAWING NO. CP22
AutoCAD SHX Text
NEW CORROSION TEST STATION STATION 831+10 ON DRAWING NO. CP20
AutoCAD SHX Text
NEW CORROSION TEST STATION STATION 841+90 ON DRAWING NO. CP21
AutoCAD SHX Text
PETALUMA AQUEDUCT
AutoCAD SHX Text
US 101
AutoCAD SHX Text
OLD
AutoCAD SHX Text
REDWOOD
AutoCAD SHX Text
HIGHWAY
AutoCAD SHX Text
BODEGA AVENUE
AutoCAD SHX Text
US 101
AutoCAD SHX Text
NORTH MCDOWELL BOULEVARD
AutoCAD SHX Text
PETALUMA
AutoCAD SHX Text
BOULEVARD
AutoCAD SHX Text
NORTH
AutoCAD SHX Text
US 101
AutoCAD SHX Text
EAST
AutoCAD SHX Text
COTATI
AutoCAD SHX Text
AVENUE
AutoCAD SHX Text
ROHNERT
AutoCAD SHX Text
PARK
AutoCAD SHX Text
EXPRESSWAY
AutoCAD SHX Text
US 101
AutoCAD SHX Text
US 101
AutoCAD SHX Text
SANTA
AutoCAD SHX Text
ROSA
AutoCAD SHX Text
AVENUE
AutoCAD SHX Text
CA 12
AutoCAD SHX Text
CA 12
AutoCAD SHX Text
HEARN
AutoCAD SHX Text
AVENUE
AutoCAD SHX Text
TODD
AutoCAD SHX Text
ROAD
AutoCAD SHX Text
GOLF
AutoCAD SHX Text
COURSE
AutoCAD SHX Text
DRIVE
AutoCAD SHX Text
SOUTHWEST
AutoCAD SHX Text
BLVD.
AutoCAD SHX Text
EAST
AutoCAD SHX Text
RAILROAD
AutoCAD SHX Text
AVENUE
AutoCAD SHX Text
ELY RD N.
AutoCAD SHX Text
CORONA RD
AutoCAD SHX Text
EAST
AutoCAD SHX Text
WASHINGTON
AutoCAD SHX Text
ST
AutoCAD SHX Text
I
AutoCAD SHX Text
MCNEAR
AutoCAD SHX Text
AVE.
AutoCAD SHX Text
NEW RECTIFIER & ANODE BED, CP NO. 1 STATION 84+70 ON DRAWING NO. CP3
AutoCAD SHX Text
NEW CORROSION TEST STATION STATION 388+50 ON DRAWING NO. CP10 ON DRAWING NO. CP10
AutoCAD SHX Text
CORROSION TEST STATION UPGRADE STATION 641+80 ON DRAWING NO. CP16
AutoCAD SHX Text
NEW CORROSION TEST STATION STATION 816+50 ON DRAWING NO. CP19
AutoCAD SHX Text
PETALUMA
AutoCAD SHX Text
OLD
AutoCAD SHX Text
ADOBE
AutoCAD SHX Text
ROAD
AutoCAD SHX Text
BARHAM
AutoCAD SHX Text
AVENUE
AutoCAD SHX Text
HILL
AutoCAD SHX Text
ROAD
AutoCAD SHX Text
PETALUMA
AutoCAD SHX Text
HILL
AutoCAD SHX Text
ROAD
AutoCAD SHX Text
ST
AutoCAD SHX Text
D
AutoCAD SHX Text
ST
AutoCAD SHX Text
B
AutoCAD SHX Text
ST
AutoCAD SHX Text
F
AutoCAD SHX Text
ST
AutoCAD SHX Text
WOODWARD
AutoCAD SHX Text
AVE.
AutoCAD SHX Text
CORBY
AutoCAD SHX Text
AVE.
AutoCAD SHX Text
DAVIS
AutoCAD SHX Text
LANE
AutoCAD SHX Text
BANNON LN
AutoCAD SHX Text
SITE NO. 2
AutoCAD SHX Text
SITE NO. 1
AutoCAD SHX Text
SITE NO. 3
AutoCAD SHX Text
SITE NO. 4
AutoCAD SHX Text
SITE NO. 5
AutoCAD SHX Text
SITE NO. 6
AutoCAD SHX Text
SITE NO. 7
AutoCAD SHX Text
SITE NO. 8
AutoCAD SHX Text
SITE NO. 9
AutoCAD SHX Text
SITE NO.10
AutoCAD SHX Text
SITE NO.13
AutoCAD SHX Text
SITE NO.14
AutoCAD SHX Text
SITE NO.12
AutoCAD SHX Text
SITE NO.15
AutoCAD SHX Text
SITE NO.17
AutoCAD SHX Text
SITE NO.18
AutoCAD SHX Text
SITE NO.19
AutoCAD SHX Text
SITE NO.20
AutoCAD SHX Text
SITE NO.21
AutoCAD SHX Text
SITE NO.22
AutoCAD SHX Text
N
AutoCAD SHX Text
NOTE: 1. SITES 11 & 16 ARE NOT IN CONTRACT.SITES 11 & 16 ARE NOT IN CONTRACT.
AutoCAD SHX Text
NEW CORROSION TEST STATION STATION 719+60 ON DRAWING NO. CP17
AutoCAD SHX Text
SITE NO.16

REVIEWED :

BYREVISIONDATENO.

SCALE :

DRAWN :

DATE :

FILE NAME:

CONTRACT NUMBER: NUMBER:

DRAWING

1100 Willow Pass CourtConcord, CA 94520-1006Phone: (925) 927-6630WWW.JDHCORROSION.COM

PETALUMA AQUEDUCT CATHODIC PROTECTION UPGRADE

SHEET 4 OF 30CP2

60-64-7 #2

####

CORROSION TEST STATION

7439_CP2,CP5,CP8,CP11,CP13,CP23 Rev9.4.dwg

TDH

9/27/17AS SHOWN

. PLAN .

. VICINITY MAP .

SCALE: 1" = 100'

S.C.W.A.

EASEMENT

(25' WIDE)

1808 O.R.

163

S

.C

.W

.A

. (

F

L

O

O

D

C

O

N

T

R

O

L

)

E

A

S

E

M

E

N

T

(

5

5

' W

ID

E

)

1

8

1

5

O

R

7

6

5

PETALUMA

AQUEDUCT

S.M

.A

.R

.T

.D

.

A.P

.N

. 043-164-049

S.M.A.R.T.D.

A.P.N. 043-164-049

CORROSION

CONTROL TEST

STATION (POST)

STA 70+00

CORROSION TEST STATION,

STATION 70+00

CORBY AVENUE

UNPAVED UTILITY ROAD

UNPAVED UTILITY

ROAD

KEY NOTES:

EXISTING SCWA LOCKED GATE. ACCESS ROUTE TO THE SITE IS BY GATED ACCESS FROM THE WEST SIDE OF CORBY

AVENUE, AND IS BY GRAVEL UTILITY ROAD THAT FOLLOWS ALONGSIDE THE CREEK. ACCESS TO THIS SITE WILL NEED TO

BE COORDINATED WITH OWNER.

POST MOUNTED, CORROSION CONTROL TEST STATION PER DETAIL . LOCATE POST MOUNTED TEST STATION TO

THE WEST OF THE UTILITY ROAD AS SHOWN.

EDGE OF THE RAILROAD SAFETY CORRIDOR.

EXISTING MANHOLE.

MAKE THE CABLE-TO-PIPE CONNECTIONS PER DETAIL .

RAILROAD TRACKS

APPROX.10' OF 1" PVC CONDUIT W(2) TEST CABLES TO THE TEST STATION TO THE TOP OF PIPE AT STATION 70+00.

1

1

4

CP25

2

A.P.N. 043-164-009

2

S.M.A.R.T.D.

SAFETY CORRIDOR

3

SITE 1 - VICINITY MAP & PLAN STA 70+00

CORBY AVE., SANTA ROSA

3

1100 Willow Pass CourtConcord, CA 94520-1006Phone: (925) 927-6630WWW.JDHCORROSION.COM

4

4

CONSTRUCTION

AREA

5

6

6

7

1

7

5

2

CP26

10'

EXISTING SCWA

LOCKED GATE

AutoCAD SHX Text
N
AutoCAD SHX Text
15
AutoCAD SHX Text
14
AutoCAD SHX Text
13
AutoCAD SHX Text
12
AutoCAD SHX Text
11
AutoCAD SHX Text
10
AutoCAD SHX Text
9
AutoCAD SHX Text
8
AutoCAD SHX Text
7
AutoCAD SHX Text
6
AutoCAD SHX Text
5
AutoCAD SHX Text
4
AutoCAD SHX Text
3
AutoCAD SHX Text
2
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
1
AutoCAD SHX Text
9
AutoCAD SHX Text
8
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
2
AutoCAD SHX Text
1
AutoCAD SHX Text
9
AutoCAD SHX Text
8
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
WHITEWOOD DRIVE
AutoCAD SHX Text
6
AutoCAD SHX Text
5
AutoCAD SHX Text
4
AutoCAD SHX Text
3
AutoCAD SHX Text
2
AutoCAD SHX Text
15
AutoCAD SHX Text
14
AutoCAD SHX Text
13
AutoCAD SHX Text
12
AutoCAD SHX Text
11
AutoCAD SHX Text
10
AutoCAD SHX Text
9
AutoCAD SHX Text
8
AutoCAD SHX Text
7
AutoCAD SHX Text
10
AutoCAD SHX Text
9
AutoCAD SHX Text
8
AutoCAD SHX Text
8
AutoCAD SHX Text
7
AutoCAD SHX Text
6
AutoCAD SHX Text
5
AutoCAD SHX Text
16
AutoCAD SHX Text
17
AutoCAD SHX Text
12
AutoCAD SHX Text
10
AutoCAD SHX Text
9
AutoCAD SHX Text
8
AutoCAD SHX Text
8
AutoCAD SHX Text
7
AutoCAD SHX Text
N
AutoCAD SHX Text
1" = 10'
AutoCAD SHX Text
scale
AutoCAD SHX Text
10
AutoCAD SHX Text
0
AutoCAD SHX Text
10
AutoCAD SHX Text
feet
AutoCAD SHX Text
20
AutoCAD SHX Text
BAR LENGTH ON ORIGINAL DRAWING EQUALS ONE INCH. ADJUST SCALE ACCORDINGLY
AutoCAD SHX Text
A G E N C Y
AutoCAD SHX Text
WATER
AutoCAD SHX Text
C 0 U N T Y
AutoCAD SHX Text
SONOMA
AutoCAD SHX Text
H:\Project Folders\2011 Contracts\11036 - SCWA - Petaluma Aqueduct CP System Design\Design\7439_CP Site Plans C3D\7439_CP2,CP5,CP8,CP11,CP13,CP23 Rev9.4
AutoCAD SHX Text
D
AutoCAD SHX Text
L
AutoCAD SHX Text
A
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
G
AutoCAD SHX Text
I
AutoCAD SHX Text
T
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
O
AutoCAD SHX Text
T
AutoCAD SHX Text
F
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
F
AutoCAD SHX Text
O
AutoCAD SHX Text
C
AutoCAD SHX Text
L
AutoCAD SHX Text
E
AutoCAD SHX Text
S
AutoCAD SHX Text
No. CR 1035
AutoCAD SHX Text
Exp. June 30, 2019
AutoCAD SHX Text
C
AutoCAD SHX Text
S
AutoCAD SHX Text
T
AutoCAD SHX Text
A
AutoCAD SHX Text
R
AutoCAD SHX Text
R
AutoCAD SHX Text
O
AutoCAD SHX Text
O
AutoCAD SHX Text
H
AutoCAD SHX Text
A
AutoCAD SHX Text
M
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
O
AutoCAD SHX Text
M
AutoCAD SHX Text
M
AutoCAD SHX Text
R
AutoCAD SHX Text
N
AutoCAD SHX Text
I
AutoCAD SHX Text
N
AutoCAD SHX Text
O
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
D
AutoCAD SHX Text
L
AutoCAD SHX Text
G
AutoCAD SHX Text
I
AutoCAD SHX Text
E
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
N
AutoCAD SHX Text
E
AutoCAD SHX Text
P
AutoCAD SHX Text
F
AutoCAD SHX Text
O
AutoCAD SHX Text
R
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
O
AutoCAD SHX Text
I
AutoCAD SHX Text
S
AutoCAD SHX Text
S.M.A.R.T.D. A.P.N. 043-164-049
AutoCAD SHX Text
S.C.W.A.EASEMENT 1808 OR 163EASEMENT 1808 OR 163
AutoCAD SHX Text
A.P.N. 043-164-006
AutoCAD SHX Text
A.P.N. 043-164-007
AutoCAD SHX Text
A.P.N. 043-164-008
AutoCAD SHX Text
A.P.N. 043-164-009
AutoCAD SHX Text
A.P.N. 043-164-050
AutoCAD SHX Text
A.P.N. 043-164-051
AutoCAD SHX Text
S.C.W.A.EASEMENT 1815 OR 765EASEMENT 1815 OR 765
AutoCAD SHX Text
D
AutoCAD SHX Text
L
AutoCAD SHX Text
A
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
G
AutoCAD SHX Text
I
AutoCAD SHX Text
T
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
O
AutoCAD SHX Text
T
AutoCAD SHX Text
F
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
F
AutoCAD SHX Text
O
AutoCAD SHX Text
C
AutoCAD SHX Text
L
AutoCAD SHX Text
E
AutoCAD SHX Text
S
AutoCAD SHX Text
No. CR 1035
AutoCAD SHX Text
Exp. June 30, 2019
AutoCAD SHX Text
C
AutoCAD SHX Text
S
AutoCAD SHX Text
T
AutoCAD SHX Text
A
AutoCAD SHX Text
R
AutoCAD SHX Text
R
AutoCAD SHX Text
O
AutoCAD SHX Text
O
AutoCAD SHX Text
H
AutoCAD SHX Text
A
AutoCAD SHX Text
M
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
O
AutoCAD SHX Text
M
AutoCAD SHX Text
M
AutoCAD SHX Text
R
AutoCAD SHX Text
N
AutoCAD SHX Text
I
AutoCAD SHX Text
N
AutoCAD SHX Text
O
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
D
AutoCAD SHX Text
L
AutoCAD SHX Text
G
AutoCAD SHX Text
I
AutoCAD SHX Text
E
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
N
AutoCAD SHX Text
E
AutoCAD SHX Text
P
AutoCAD SHX Text
F
AutoCAD SHX Text
O
AutoCAD SHX Text
R
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
O
AutoCAD SHX Text
I
AutoCAD SHX Text
S

REVIEWED :

BYREVISIONDATENO.

SCALE :

DRAWN :

DATE :

FILE NAME:

CONTRACT NUMBER: NUMBER:

DRAWING

1100 Willow Pass CourtConcord, CA 94520-1006Phone: (925) 927-6630WWW.JDHCORROSION.COM

PETALUMA AQUEDUCT CATHODIC PROTECTION UPGRADE

SHEET 5 OF 30CP3

60-64-7 #2

####

CP STATION NO. 3

7439_CP3 Rev9.4.dwg

TDH

9/27/17AS SHOWN

. PLAN .

. VICINITY MAP .

SCALE: 1" = 100'

1

1

CP25

2

3

4

1

CP24

2

CP24

5

6

7

8

9

10

DOWD DRIVE

HEARN AVENUE

S.M

.A

.R

.T

.D

. A

.P

.N

. 037-101-040

A.P

.N

. 037-101-044

S.C

.W

.A

. E

AS

EM

EN

T (25' W

ID

E)

1841 O

.R

. 233

A.P.N. 043-091-037

14

2

6

5

4

11

3

A

B

8

9

20

10

SMART RAILROAD TRACKS

EDGE OF SMART EASEMENT

EX BURIED GAS PIPELINE

16

1712

13

14

DEEP ANODE BED

STATION 84+35

(CP STATION NO. 1)

RECTIFIER

CP STATION NO. 1

STATION 84+70

12

13

12

EX PETALUMA AQ

13

SITE 2 - VICINITY MAP & PLAN STA 84+70

HEARN AVE., SANTA ROSA

19

15

16

18

18

17

814

KEY NOTES:

APPROXIMATELY 80' X 50' CONSTRUCTION ENCROACHMENT AREA. UNDERGROUND WORK WILL OCCUR BETWEEN THE FENCE LINE OF THE MEAD CLARK LUMBER YARD, APPROXIMATELY 50-FT

SOUTH OF HEARN AVENUE CENTER LINE, AND THE HEARN AVENUE CENTER LINE. ADDITIONAL CONSTRUCTION WORK SPACE IS INCLUDED IN THE MEDIAN AND IN THE NO.1 WESTBOUND LANE OF

HEARN AVENUE.

THE CP STATION NO. 1 DEEP ANODE BED AT STATION 84+35 PER DETAIL .

APPROX. 30-FT OF 2" SCH 80 PVC CONDUIT W/ANODE CABLES FROM ANODES IN DEEP BED TO ANODE JUNCTION PANEL IN THE RECTIFIER ENCLOSURE. TRENCH AND BACKFILL SHALL BE PROVIDED

PER DETAIL .

THE CP STATION NO. 1 RECTIFIER & ENCLOSURE AT STATION 84+70 PER DETAIL .

EX S.C.W.A .VALVE VAULT.

NEW 1" GRS CONDUIT, INSTALLED INSIDE THE VAULT, SHALL CARRY AC CABLES FROM THE INCOMING AC SUPPLY CONDUIT (WEST WALL) TO THE SHARED AC/STRUCTURE CABLE CONDUIT

(EAST WALL).

NOTIFY OWNER WHEN THE STRUCTURE CABLES ARE PULLED TO THE VALVE VAULT. VAULT PENETRATION FOR CABLE ENTRY SHALL BE INSTALLED PER DETAIL .

MAKE CABLE-TO-PIPE CONNECTIONS PER DETAIL .

APPROX. 8-FT OF 1" SCH 80 PVC CONDUIT W/DRAIN & TEST CABLES, AND AC CABLES, FROM THE RECTIFIER CABINET TO THE EXISTING VAULT AT STATION 84+70. TRENCH AND BACKFILL SHALL BE

PROVIDED PER DETAIL .

PG&E TO INSTALL OVERHEAD AC POWER FROM EX POWER POLE NORTH OF HEARN AVENUE AT LOCATION TO NEW POWER POLE AND METER SOUTH OF HEARN AVENUE AT LOCATION .

PROVIDE NEW POWER POLE WITH METER SOCKET PER DETAIL . PG&E SHALL PROVIDE OVERHEAD POWER TO THE METER FOLLOWING INSTALLATION OF THE NEW POLE AND METER

SOCKET. PULL AC POWER CABLES FROM THE RECTIFEIR TO THE PG&E METER SOCKET. ALL PG&E EQUIPMENT SHALL BE INSTALLED PER PG&E GREENBOOK STANDARDS.

APPROX. 2.5-FT OF BURIED 2" SCH 80 PVC CONDUIT W/AC CABLES, FROM THE POWER POLE TO THE EXISTING VAULT AT STATION 84+70. TRENCH AND BACKFILL SHALL BE PROVIDED PER

DETAIL .

EX 8-FT. CYCLONE FENCE

EX LUMBER YARD DRIVEWAY

EX SIDEWALK

EX CURB

EX PG&E POWER POLE

10'

18

7

1

4

RECTIFIER

CP STATION NO. 1

STATION 84+70

WHITEWOOD DRIVE

1

CP26

1

CP26

1

CP26

11

15 EX BURIED SEWER PIPE

EX BURIED ATT CABLES

EX STORM DRAIN PIPE

EX STEEL CASING

19

20

21

EX PETALUMA AQ

16

EX BURIED WATER PIPE

18

21

22

22

PETALUMA AQUEDUCT PER

RECORD DRAWINGS

PETALUMA AQUEDUCT PER

USA

23

24

23

24

2

CP26

1

CP28

AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text
3
AutoCAD SHX Text
2
AutoCAD SHX Text
1
AutoCAD SHX Text
25' PIPELINE EASEMENT
AutoCAD SHX Text
WHITEWOOD DRIVE
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text
12"
AutoCAD SHX Text
U/G E
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
Gate
AutoCAD SHX Text
Drive
AutoCAD SHX Text
54"%%C Storm Drain
AutoCAD SHX Text
54"%%C Storm Drain
AutoCAD SHX Text
SS
AutoCAD SHX Text
SS
AutoCAD SHX Text
SS
AutoCAD SHX Text
SS
AutoCAD SHX Text
SS
AutoCAD SHX Text
SS
AutoCAD SHX Text
G
AutoCAD SHX Text
G
AutoCAD SHX Text
G
AutoCAD SHX Text
G
AutoCAD SHX Text
G
AutoCAD SHX Text
G
AutoCAD SHX Text
G
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
S/W,C&G
AutoCAD SHX Text
GV
AutoCAD SHX Text
20"sycamore
AutoCAD SHX Text
16"sycamore
AutoCAD SHX Text
ex. sidewalk
AutoCAD SHX Text
meter
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text
O
AutoCAD SHX Text
B
AutoCAD SHX Text
W
AutoCAD SHX Text
antenna
AutoCAD SHX Text
1
AutoCAD SHX Text
PUBLIC STORM DRAIN
AutoCAD SHX Text
EASEMENT PER 345 MAPS 22
AutoCAD SHX Text
35' S.C.W.A. EASEMENT
AutoCAD SHX Text
2802 OR 445
AutoCAD SHX Text
10
AutoCAD SHX Text
0.00
AutoCAD SHX Text
3/4"LS2757
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text
IRRIG
AutoCAD SHX Text
D
AutoCAD SHX Text
D
AutoCAD SHX Text
TEST
AutoCAD SHX Text
C.P.
AutoCAD SHX Text
TEST
AutoCAD SHX Text
C.P.
AutoCAD SHX Text
TEST
AutoCAD SHX Text
C.P.
AutoCAD SHX Text
TEST
AutoCAD SHX Text
C.P.
AutoCAD SHX Text
TEST
AutoCAD SHX Text
C.P.
AutoCAD SHX Text
TEST
AutoCAD SHX Text
C.P.
AutoCAD SHX Text
sonic vault
AutoCAD SHX Text
BAR LENGTH ON ORIGINAL DRAWING EQUALS ONE INCH. ADJUST SCALE ACCORDINGLY
AutoCAD SHX Text
A G E N C Y
AutoCAD SHX Text
WATER
AutoCAD SHX Text
C 0 U N T Y
AutoCAD SHX Text
SONOMA
AutoCAD SHX Text
H:\Project Folders\2011 Contracts\11036 - SCWA - Petaluma Aqueduct CP System Design\Design\7439_CP Site Plans C3D\7439_CP3 Rev9.4
AutoCAD SHX Text
D
AutoCAD SHX Text
L
AutoCAD SHX Text
A
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
G
AutoCAD SHX Text
I
AutoCAD SHX Text
T
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
O
AutoCAD SHX Text
T
AutoCAD SHX Text
F
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
F
AutoCAD SHX Text
O
AutoCAD SHX Text
C
AutoCAD SHX Text
L
AutoCAD SHX Text
E
AutoCAD SHX Text
S
AutoCAD SHX Text
No. CR 1035
AutoCAD SHX Text
Exp. June 30, 2019
AutoCAD SHX Text
C
AutoCAD SHX Text
S
AutoCAD SHX Text
T
AutoCAD SHX Text
A
AutoCAD SHX Text
R
AutoCAD SHX Text
R
AutoCAD SHX Text
O
AutoCAD SHX Text
O
AutoCAD SHX Text
H
AutoCAD SHX Text
A
AutoCAD SHX Text
M
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
O
AutoCAD SHX Text
M
AutoCAD SHX Text
M
AutoCAD SHX Text
R
AutoCAD SHX Text
N
AutoCAD SHX Text
I
AutoCAD SHX Text
N
AutoCAD SHX Text
O
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
D
AutoCAD SHX Text
L
AutoCAD SHX Text
G
AutoCAD SHX Text
I
AutoCAD SHX Text
E
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
N
AutoCAD SHX Text
E
AutoCAD SHX Text
P
AutoCAD SHX Text
F
AutoCAD SHX Text
O
AutoCAD SHX Text
R
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
O
AutoCAD SHX Text
I
AutoCAD SHX Text
S
AutoCAD SHX Text
N
AutoCAD SHX Text
PETALUMA AQUEDUCT
AutoCAD SHX Text
HEARN AVENUE
AutoCAD SHX Text
N
AutoCAD SHX Text
1" = 10'
AutoCAD SHX Text
scale
AutoCAD SHX Text
10
AutoCAD SHX Text
0
AutoCAD SHX Text
10
AutoCAD SHX Text
feet
AutoCAD SHX Text
20
AutoCAD SHX Text
A.P.N.043-091-037043-091-037
AutoCAD SHX Text
S.M.A.R.T. A.P.N. 037-101-040
AutoCAD SHX Text
S.C.W.A.EASEMENT 1812 O.R. 315EASEMENT 1812 O.R. 315

REVIEWED :

BYREVISIONDATENO.

SCALE :

DRAWN :

DATE :

FILE NAME:

CONTRACT NUMBER: NUMBER:

DRAWING

1100 Willow Pass CourtConcord, CA 94520-1006Phone: (925) 927-6630WWW.JDHCORROSION.COM

PETALUMA AQUEDUCT CATHODIC PROTECTION UPGRADE

SHEET 6 OF 30CP4

60-64-7 #2

####

CORROSION TEST STATION

7439_CP4 Rev9.4.dwg

TDH

9/27/17AS SHOWN

. PLAN .

. VICINITY MAP .

SCALE: 1" = 100'

SITE 3 - VICINITY MAP & PLAN STA 183+95

TODD ROAD, ROHNERT PARK

1100 Willow Pass CourtConcord, CA 94520-1006Phone: (925) 927-6630WWW.JDHCORROSION.COM

S.C

.W

.A

. E

AS

EM

EN

T (25' W

ID

E) 1789 O

.R

. 496

A.P

.N

. 134-102-085

S.M

.A

.R

.T

.D

.

S.C.W.A.

EASEMENT

(25' WIDE)

1862 O.R. 790

GH

ILO

TT

I C

ON

ST

RU

CT

IO

N

TODD ROAD

PETALUMA

AQUEDUCT

1

2

3

4

1

CP24

2

CP24

5

6

7

8

9

10

S.M

.A

.R

.T

.D

. A

.P

.N

. 134-171-060

4

16

2

7

14

EX BURIED WATER PIPE

EX EDGE OF PAVEMENT

ACCESS TO THE SITE AT 246 GHILOTTI

AVENUE IS BY WAY OF THE

PROPERTY'S EAST LOT ENTRANCE.

15' X 150' EASEMENT AREA

EDGE OF ROADWAY

PETALUMA AQUEDUCT PER

RECORD DRAWINGS

PETALUMA AQUEDUCT PER

USA

16

17

18

12

13

14

DEEP ANODE BED

STATION 184+30

(CP STATION NO. 2)

1

15

PETALUMA AQ

19

19

15

17

6

5

15

KEY NOTES:

APPROXIMATELY 90' X 25' CONSTRUCTION ENCROACHMENT AREA.

THE CP STATION NO. 2 DEEP ANODE WELL AT STATION 184+30 PER DETAIL .

APPROX. 35-FT OF 2" SCH 80 PVC CONDUIT W/ANODE CABLES FROM ANODES IN DEEP BED TO ANODE JUNCTION PANEL IN THE RECTIFIER ENCLOSURE. TRENCH AND BACKFILL SHALL BE PROVIDED

PER DETAIL .

THE CP STATION NO. 2 RECTIFIER & ENCLOSURE AT STATION 183+95 PER DETAIL .

APPROX. 12-FT OF 1" SCH 80 PVC CONDUIT W/DRAIN & TEST CABLES, AND AC CABLES, FROM THE RECTIFIER CABINET TO THE BOND LOCATION AT STATION 183+95. TRENCH AND BACKFILL SHALL

BE PROVIDED PER DETAIL .

PG&E TO PROVIDE OVERHEAD AC POWER FROM EX POWER POLE NORTH OF TODD ROAD AT LOCATION TO NEW POWER POLE AND METER SOUTH OF TODD ROAD AT LOCATION .

INSTALL NEW S.C.W.A. POWER POLE WITH METER SOCKET PER DETAIL . PG&E SHALL PROVIDE OVERHEAD POWER TO THE METER FOLLOWING INSTALLATION OF THE NEW POLE AND

METER SOCKET. PULL AC POWER CABLES FROM THE RECTIFEIR TO THE PG&E METER SOCKET. ALL PG&E EQUIPMENT SHALL BE INSTALLED PER PG&E GREENBOOK STANDARDS.

ONE BOLLARD (LEFT WHEN FACING THE RECTIFIER CABINET) TO PROTECT THE RECTIFIER PER DETAIL . THE RIGHT SIDE OF THE CABINET WILL GAIN PROTECTION FROM THE NEW POWER

POLE.

EX 3-FT. CYCLONE FENCE

EX EGRESS FROM LUMBER YARD

EX SIDEWALK

EX CURB

GHILOTTI PARKING LOT

EX ROADWAY GUARDRAIL

EX PG&E POWER POLE

SMART RAILROAD TRACKS

EDGE OF SMART EASEMENT

8

8

11

7

CP24

1

CP26

1

CP26

9

RECTIFIER

CP STATION NO. 2

STATION 183+95

20

3

12

11

18

18

4

RECTIFIER

CP STATION NO. 2

STATION 183+95

A.P

.N

.134-171-052

17

20

13

13

10

21

21

22

22

19

21

18

23

24

24

23

1

CP28

AutoCAD SHX Text
12D89
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text
WM
AutoCAD SHX Text
25' (WIDE) S.C.W.A. EASEMENT 1862 O.R. 790
AutoCAD SHX Text
A.P.N. 134-171-060
AutoCAD SHX Text
A.P.N. 134-171-060
AutoCAD SHX Text
WV
AutoCAD SHX Text
T
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text
e
AutoCAD SHX Text
w
AutoCAD SHX Text
w
AutoCAD SHX Text
w
AutoCAD SHX Text
g
AutoCAD SHX Text
g
AutoCAD SHX Text
g
AutoCAD SHX Text
S
AutoCAD SHX Text
A.C. BERM
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text
AIR
AutoCAD SHX Text
VALVE
AutoCAD SHX Text
105
AutoCAD SHX Text
104
AutoCAD SHX Text
103
AutoCAD SHX Text
102
AutoCAD SHX Text
103
AutoCAD SHX Text
25' (WIDE) S.C.W.A. EASEMENT 1789 O.R. 496
AutoCAD SHX Text
A.P.N. 134-171-060
AutoCAD SHX Text
S.M.A.R.T.D.
AutoCAD SHX Text
S
AutoCAD SHX Text
N
AutoCAD SHX Text
1" = 10'
AutoCAD SHX Text
scale
AutoCAD SHX Text
10
AutoCAD SHX Text
0
AutoCAD SHX Text
10
AutoCAD SHX Text
feet
AutoCAD SHX Text
20
AutoCAD SHX Text
BAR LENGTH ON ORIGINAL DRAWING EQUALS ONE INCH. ADJUST SCALE ACCORDINGLY
AutoCAD SHX Text
A G E N C Y
AutoCAD SHX Text
WATER
AutoCAD SHX Text
C 0 U N T Y
AutoCAD SHX Text
SONOMA
AutoCAD SHX Text
H:\Project Folders\2011 Contracts\11036 - SCWA - Petaluma Aqueduct CP System Design\Design\7439_CP Site Plans C3D\7439_CP4 Rev9.4
AutoCAD SHX Text
D
AutoCAD SHX Text
L
AutoCAD SHX Text
A
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
G
AutoCAD SHX Text
I
AutoCAD SHX Text
T
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
O
AutoCAD SHX Text
T
AutoCAD SHX Text
F
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
F
AutoCAD SHX Text
O
AutoCAD SHX Text
C
AutoCAD SHX Text
L
AutoCAD SHX Text
E
AutoCAD SHX Text
S
AutoCAD SHX Text
No. CR 1035
AutoCAD SHX Text
Exp. June 30, 2019
AutoCAD SHX Text
C
AutoCAD SHX Text
S
AutoCAD SHX Text
T
AutoCAD SHX Text
A
AutoCAD SHX Text
R
AutoCAD SHX Text
R
AutoCAD SHX Text
O
AutoCAD SHX Text
O
AutoCAD SHX Text
H
AutoCAD SHX Text
A
AutoCAD SHX Text
M
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
O
AutoCAD SHX Text
M
AutoCAD SHX Text
M
AutoCAD SHX Text
R
AutoCAD SHX Text
N
AutoCAD SHX Text
I
AutoCAD SHX Text
N
AutoCAD SHX Text
O
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
D
AutoCAD SHX Text
L
AutoCAD SHX Text
G
AutoCAD SHX Text
I
AutoCAD SHX Text
E
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
N
AutoCAD SHX Text
E
AutoCAD SHX Text
P
AutoCAD SHX Text
F
AutoCAD SHX Text
O
AutoCAD SHX Text
R
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
O
AutoCAD SHX Text
I
AutoCAD SHX Text
S
AutoCAD SHX Text
N
AutoCAD SHX Text
D
AutoCAD SHX Text
L
AutoCAD SHX Text
A
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
G
AutoCAD SHX Text
I
AutoCAD SHX Text
T
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
O
AutoCAD SHX Text
T
AutoCAD SHX Text
F
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
F
AutoCAD SHX Text
O
AutoCAD SHX Text
C
AutoCAD SHX Text
L
AutoCAD SHX Text
E
AutoCAD SHX Text
S
AutoCAD SHX Text
No. CR 1035
AutoCAD SHX Text
Exp. June 30, 2019
AutoCAD SHX Text
C
AutoCAD SHX Text
S
AutoCAD SHX Text
T
AutoCAD SHX Text
A
AutoCAD SHX Text
R
AutoCAD SHX Text
R
AutoCAD SHX Text
O
AutoCAD SHX Text
O
AutoCAD SHX Text
H
AutoCAD SHX Text
A
AutoCAD SHX Text
M
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
O
AutoCAD SHX Text
M
AutoCAD SHX Text
M
AutoCAD SHX Text
R
AutoCAD SHX Text
N
AutoCAD SHX Text
I
AutoCAD SHX Text
N
AutoCAD SHX Text
O
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
D
AutoCAD SHX Text
L
AutoCAD SHX Text
G
AutoCAD SHX Text
I
AutoCAD SHX Text
E
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
N
AutoCAD SHX Text
E
AutoCAD SHX Text
P
AutoCAD SHX Text
F
AutoCAD SHX Text
O
AutoCAD SHX Text
R
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
O
AutoCAD SHX Text
I
AutoCAD SHX Text
S
AutoCAD SHX Text
TODD ROAD
AutoCAD SHX Text
A.P.N.134-171-052134-171-052
AutoCAD SHX Text
S.M.A.R.T. A.P.N. 134-171-060
AutoCAD SHX Text
S.C.W.A.EASEMENT 1862 O.R. 790EASEMENT 1862 O.R. 790

REVIEWED :

BYREVISIONDATENO.

SCALE :

DRAWN :

DATE :

FILE NAME:

CONTRACT NUMBER: NUMBER:

DRAWING

1100 Willow Pass CourtConcord, CA 94520-1006Phone: (925) 927-6630WWW.JDHCORROSION.COM

PETALUMA AQUEDUCT CATHODIC PROTECTION UPGRADE

SHEET 7 OF 30CP5

60-64-7 #2

####

CP STATION NO. 3

7439_CP2,CP5,CP8,CP11,CP13,CP23 Rev9.4.dwg

TDH

9/27/17AS SHOWN

. PLAN .

. VICINITY MAP .

SCALE: 1" = 100'

KEY NOTES:

THE PUMP STATION IS SURROUNDED BY CYCLONE FENCING. ACCESS ROUTE TO THE SITE IS FROM NORTHBOUND

COMMERCE BLVD., AND IS BY GRAVEL DRIVEWAY TO 20.5 FOOT WIDE DOUBLE GATE. LOW HANGING TREE BRANCHES

ALONG THE SOUTH EDGE OF THE DRIVEWAY MAY LIMIT THE WIDTH OF ENTRANCE THROUGH THE GATE FOR A DRILLING

RIG. ACCESS TO THE SITE MUST BE COORDINATED WITH THE S.C.W.A. PROJECT MANAGER.

2 EXISTING 10' LONG STEEL PIPES IN TEMPORARY STORAGE.

THE CP STATION NO. 3 DEEP ANODE BED AT STATION 274+25 PER DETAIL .

APPROX. 20' OF 2" PVC CONDUIT W/ANODE CABLES FROM ANODES IN DEEP BED TO ANODE JUNCTION PANEL IN THE

RECTIFIER ENCLOSURE.

TWO BOLLARDS TO PROTECT THE RECTIFIER PER DETAIL .

THE CP STATION NO. 3 RECTIFIER & ENCLOSURE AT STATION 274+40 PER DETAIL .

APPROX. 25' OF 1" PVC CONDUIT W/DRAIN & TEST CABLES FROM THE ANODE JUNCTION PANEL TO THE TOP OF PIPE AT

STATION 274+40.

2" PVC CONDUIT W/AC CABLING AS REQUIRED FROM THE AC BREAKER PANEL TO THE RECTIFIER. (SEE NOTE 9 ALSO).

EXISTING S.C.W.A. AC SWITCHGEAR ROOM. CONTRACTOR SHALL PROVIDE PER DETAIL 1/CP27 ONE 30 AMP BREAKER,

AND CONDUIT, CABLE AND PULLBOXES AS REQUIRED FROM EXISTING PG&E SERVICE PANEL TO THE RECTIFIER.

EXISTING 4 FOOT TALL ENCLOSURE.

EXISTING ELECTRICAL PEDESTAL

EXISTING AQUEDUCT PUMP ASSEMBLY

EXISTING BOLLARD

EXISTING ANTENNA

1

2

CP24

2

WATER AGENCY

A.P.N. 160-010-004

3

SITE 4 - VICINITY MAP & PLAN STA 274+40

COMMERCE BLVD., ROHNERT PARK

1100 Willow Pass CourtConcord, CA 94520-1006Phone: (925) 927-6630WWW.JDHCORROSION.COM

4

CP STATION NO. 4,

STATION 274+25

ROBERT LAKE AVENUE

GOLF COURSE

COMMERCE BOULEVARD

HIGHWAY 101 NORTH

PETALUMA

AQUEDUCT

DEEP ANODE BED

STATION 274+25

(CP STATION NO. 3)

PETALUMA

AQUEDUCT

PETALUMA

AQUEDUCT

20.5' WIDE

ACCESS GATE

16' WIDE, ACCESS GATE

DRIVEWAY

ENTRANCE

(APPROXIMATE)

EDGE OF CURB

COMMERCE BOULEVARD

S

.

M

.

A

.

R

.

T

.

D

.

A

.

P

.

N

.

1

6

0

-

0

1

0

-

0

2

9

WALK-IN

SWITCHGEAR

18

1

CP24

5

CP27

2 3

4

6

RECTIFIER

CP STATION NO. 3

STATION 274+40

7

17

5

1

5

6

7

8

9

8

10

11

EN

C

LO

SU

R

E

ELE

C.

PA

NE

L

9

12

12

13CHEVRON GASOLINE STATION

DRIVE

11

14

13

13

EXISTING SCFCWCD RISER.

EXISTING AQUEDUCT SIGN POST.

BEND IN PETALUMA AQUEDUCT.

EXISTING VAULT

15

16

17

14

15

16

5

1

10

18

AutoCAD SHX Text
gate
AutoCAD SHX Text
N
AutoCAD SHX Text
1" = 10'
AutoCAD SHX Text
scale
AutoCAD SHX Text
10
AutoCAD SHX Text
0
AutoCAD SHX Text
10
AutoCAD SHX Text
feet
AutoCAD SHX Text
20
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text
W
AutoCAD SHX Text
elec.
AutoCAD SHX Text
panel
AutoCAD SHX Text
gate
AutoCAD SHX Text
BAR LENGTH ON ORIGINAL DRAWING EQUALS ONE INCH. ADJUST SCALE ACCORDINGLY
AutoCAD SHX Text
A G E N C Y
AutoCAD SHX Text
WATER
AutoCAD SHX Text
C 0 U N T Y
AutoCAD SHX Text
SONOMA
AutoCAD SHX Text
H:\Project Folders\2011 Contracts\11036 - SCWA - Petaluma Aqueduct CP System Design\Design\7439_CP Site Plans C3D\7439_CP2,CP5,CP8,CP11,CP13,CP23 Rev9.4
AutoCAD SHX Text
D
AutoCAD SHX Text
L
AutoCAD SHX Text
A
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
G
AutoCAD SHX Text
I
AutoCAD SHX Text
T
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
O
AutoCAD SHX Text
T
AutoCAD SHX Text
F
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
F
AutoCAD SHX Text
O
AutoCAD SHX Text
C
AutoCAD SHX Text
L
AutoCAD SHX Text
E
AutoCAD SHX Text
S
AutoCAD SHX Text
No. CR 1035
AutoCAD SHX Text
Exp. June 30, 2019
AutoCAD SHX Text
C
AutoCAD SHX Text
S
AutoCAD SHX Text
T
AutoCAD SHX Text
A
AutoCAD SHX Text
R
AutoCAD SHX Text
R
AutoCAD SHX Text
O
AutoCAD SHX Text
O
AutoCAD SHX Text
H
AutoCAD SHX Text
A
AutoCAD SHX Text
M
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
O
AutoCAD SHX Text
M
AutoCAD SHX Text
M
AutoCAD SHX Text
R
AutoCAD SHX Text
N
AutoCAD SHX Text
I
AutoCAD SHX Text
N
AutoCAD SHX Text
O
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
D
AutoCAD SHX Text
L
AutoCAD SHX Text
G
AutoCAD SHX Text
I
AutoCAD SHX Text
E
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
N
AutoCAD SHX Text
E
AutoCAD SHX Text
P
AutoCAD SHX Text
F
AutoCAD SHX Text
O
AutoCAD SHX Text
R
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
O
AutoCAD SHX Text
I
AutoCAD SHX Text
S
AutoCAD SHX Text
D
AutoCAD SHX Text
L
AutoCAD SHX Text
A
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
G
AutoCAD SHX Text
I
AutoCAD SHX Text
T
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
O
AutoCAD SHX Text
T
AutoCAD SHX Text
F
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
F
AutoCAD SHX Text
O
AutoCAD SHX Text
C
AutoCAD SHX Text
L
AutoCAD SHX Text
E
AutoCAD SHX Text
S
AutoCAD SHX Text
No. CR 1035
AutoCAD SHX Text
Exp. June 30, 2019
AutoCAD SHX Text
C
AutoCAD SHX Text
S
AutoCAD SHX Text
T
AutoCAD SHX Text
A
AutoCAD SHX Text
R
AutoCAD SHX Text
R
AutoCAD SHX Text
O
AutoCAD SHX Text
O
AutoCAD SHX Text
H
AutoCAD SHX Text
A
AutoCAD SHX Text
M
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
O
AutoCAD SHX Text
M
AutoCAD SHX Text
M
AutoCAD SHX Text
R
AutoCAD SHX Text
N
AutoCAD SHX Text
I
AutoCAD SHX Text
N
AutoCAD SHX Text
O
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
D
AutoCAD SHX Text
L
AutoCAD SHX Text
G
AutoCAD SHX Text
I
AutoCAD SHX Text
E
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
N
AutoCAD SHX Text
E
AutoCAD SHX Text
P
AutoCAD SHX Text
F
AutoCAD SHX Text
O
AutoCAD SHX Text
R
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
O
AutoCAD SHX Text
I
AutoCAD SHX Text
S
AutoCAD SHX Text
N
AutoCAD SHX Text
S.M.A.R.T.D. A.P.N. 160-010-029 A.P.N. 160-010-029

REVIEWED :

BYREVISIONDATENO.

SCALE :

DRAWN :

DATE :

FILE NAME:

CONTRACT NUMBER: NUMBER:

DRAWING

1100 Willow Pass CourtConcord, CA 94520-1006Phone: (925) 927-6630WWW.JDHCORROSION.COM

PETALUMA AQUEDUCT CATHODIC PROTECTION UPGRADE

SHEET 8 OF 30CP6

60-64-7 #2

CORROSION TEST STATION

7439_CP6,7,9,10,12,14-CP22 Rev9.4.dwg

TDH

9/27/17AS SHOWN

. PLAN .

. VICINITY MAP .

SCALE: 1" = 100'

SITE 5 - VICINITY MAP & PLAN STA 294+00,

GOLF COURSE DRIVE, ROHNERT PARK

1100 Willow Pass CourtConcord, CA 94520-1006Phone: (925) 927-6630WWW.JDHCORROSION.COM

S.M.A.R.T.D.

(60' WIDE)

APN 143-021-081

GOLF COURSE DRIVE

DOUBLE DECKER

300 GOLF COURSE DRIVE

APN 143-300-027

GOLF COURSE

APN 143-360-046

KEY NOTES:

COORDINATE WITH SCWA PROJECT MANAGER TWO WEEKS BEFORE CONSTRUCTION FOR ACCESS TO THE

SITE.

PETALUMA AQUEDUCT.

CONSTRUCTION AREA (25' X 40').

SITE 5: POST MOUNTED CORROSION CONTROL TEST STATION PER DETAIL .

MAKE THE CABLE-TO-PIPE CONNECTIONS PER DETAIL .

APPROX. 10' OF 1" PVC CONDUIT W/2 (TWO) TEST CABLES FROM THE TEST STATION TO THE TOP OF THE PIPE

AT STATION 294+00.

S.M.A.R.T.D. FENCE LINE.

EXISTING 3' TALL MULTI-USE PATH LOCATED TO THE WEST OF THE SITE.

1

4

CP25

2

3

4

1

2

3

1

2

4

FOXTAIL

GOLF CLUB

GOLF COURSE

APN 143-360-046

S.C.W.A.

EASEMENT

(25' WIDE)

1808 O.R. 163

CORROSION

TEST STATION,

STATION 294+00

CORROSION TEST STATION,

STATION 294+00

4

5

CASCADE

COURT

2

CP26

6

6

5

7

7

8

8

AutoCAD SHX Text
N
AutoCAD SHX Text
1" = 10'
AutoCAD SHX Text
scale
AutoCAD SHX Text
10
AutoCAD SHX Text
0
AutoCAD SHX Text
10
AutoCAD SHX Text
feet
AutoCAD SHX Text
20
AutoCAD SHX Text
BAR LENGTH ON ORIGINAL DRAWING EQUALS ONE INCH. ADJUST SCALE ACCORDINGLY
AutoCAD SHX Text
A G E N C Y
AutoCAD SHX Text
WATER
AutoCAD SHX Text
C 0 U N T Y
AutoCAD SHX Text
SONOMA
AutoCAD SHX Text
H:\Project Folders\2011 Contracts\11036 - SCWA - Petaluma Aqueduct CP System Design\Design\7439_CP Site Plans C3D\7439_CP6,7,9,10,12,14-CP22 Rev9.4
AutoCAD SHX Text
D
AutoCAD SHX Text
L
AutoCAD SHX Text
A
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
G
AutoCAD SHX Text
I
AutoCAD SHX Text
T
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
O
AutoCAD SHX Text
T
AutoCAD SHX Text
F
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
F
AutoCAD SHX Text
O
AutoCAD SHX Text
C
AutoCAD SHX Text
L
AutoCAD SHX Text
E
AutoCAD SHX Text
S
AutoCAD SHX Text
No. CR 1035
AutoCAD SHX Text
Exp. June 30, 2019
AutoCAD SHX Text
C
AutoCAD SHX Text
S
AutoCAD SHX Text
T
AutoCAD SHX Text
A
AutoCAD SHX Text
R
AutoCAD SHX Text
R
AutoCAD SHX Text
O
AutoCAD SHX Text
O
AutoCAD SHX Text
H
AutoCAD SHX Text
A
AutoCAD SHX Text
M
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
O
AutoCAD SHX Text
M
AutoCAD SHX Text
M
AutoCAD SHX Text
R
AutoCAD SHX Text
N
AutoCAD SHX Text
I
AutoCAD SHX Text
N
AutoCAD SHX Text
O
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
D
AutoCAD SHX Text
L
AutoCAD SHX Text
G
AutoCAD SHX Text
I
AutoCAD SHX Text
E
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
N
AutoCAD SHX Text
E
AutoCAD SHX Text
P
AutoCAD SHX Text
F
AutoCAD SHX Text
O
AutoCAD SHX Text
R
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
O
AutoCAD SHX Text
I
AutoCAD SHX Text
S
AutoCAD SHX Text
D
AutoCAD SHX Text
L
AutoCAD SHX Text
A
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
G
AutoCAD SHX Text
I
AutoCAD SHX Text
T
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
O
AutoCAD SHX Text
T
AutoCAD SHX Text
F
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
F
AutoCAD SHX Text
O
AutoCAD SHX Text
C
AutoCAD SHX Text
L
AutoCAD SHX Text
E
AutoCAD SHX Text
S
AutoCAD SHX Text
No. CR 1035
AutoCAD SHX Text
Exp. June 30, 2019
AutoCAD SHX Text
C
AutoCAD SHX Text
S
AutoCAD SHX Text
T
AutoCAD SHX Text
A
AutoCAD SHX Text
R
AutoCAD SHX Text
R
AutoCAD SHX Text
O
AutoCAD SHX Text
O
AutoCAD SHX Text
H
AutoCAD SHX Text
A
AutoCAD SHX Text
M
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
O
AutoCAD SHX Text
M
AutoCAD SHX Text
M
AutoCAD SHX Text
R
AutoCAD SHX Text
N
AutoCAD SHX Text
I
AutoCAD SHX Text
N
AutoCAD SHX Text
O
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
D
AutoCAD SHX Text
L
AutoCAD SHX Text
G
AutoCAD SHX Text
I
AutoCAD SHX Text
E
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
N
AutoCAD SHX Text
E
AutoCAD SHX Text
P
AutoCAD SHX Text
F
AutoCAD SHX Text
O
AutoCAD SHX Text
R
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
O
AutoCAD SHX Text
I
AutoCAD SHX Text
S
AutoCAD SHX Text
S.M.A.R.T.D. A.P.N. 143-021-081
AutoCAD SHX Text
S.C.W.A.EASEMENT 1808 OR 163EASEMENT 1808 OR 163
AutoCAD SHX Text
N
AutoCAD SHX Text
CITY OF ROHNERT PARK APN 143-300-030

REVIEWED :

BYREVISIONDATENO.

SCALE :

DRAWN :

DATE :

FILE NAME:

CONTRACT NUMBER: NUMBER:

DRAWING

1100 Willow Pass CourtConcord, CA 94520-1006Phone: (925) 927-6630WWW.JDHCORROSION.COM

PETALUMA AQUEDUCT CATHODIC PROTECTION UPGRADE

SHEET 9 OF 30CP7

60-64-7 #2

####

CORROSION TEST STATION

7439_CP6,7,9,10,12,14-CP22 Rev9.4.dwg

TDH

9/27/17AS SHOWN

SITE 6 - VICINITY MAP & PLAN STA 320+00

GOLF COURSE DRIVE, ROHNERT PARK

1100 Willow Pass CourtConcord, CA 94520-1006Phone: (925) 927-6630WWW.JDHCORROSION.COM

. PLAN .

. VICINITY MAP .

SCALE: 1" = 100'

KEY NOTES:

COORDINATE WITH SCWA PROJECT MANAGER TWO WEEKS BEFORE CONSTRUCTION FOR ACCESS TO THE SITE.

SITE 6 CAN BE ACCESSED USING THE ACCESS ROUTE TO SITE 5 IN CONJUNCTION IWTH THE EXISTING PAVED

GOLF CART PATH. CONTRACTOR MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO CONSTRUCTION TAKING

PLACE.

PETALUMA AQUEDUCT

CONSTRUCTION AREA (25' X 40')

SITE 6: POST MOUNTED CORROSION TEST STATION PER DETAIL

CONTRACTOR IS RESPONSIBLE FOR UNCOVERING THE AQUEDUCT AND SHALL NOTE THE DEPTH OF BURY OF

THE PIPELINE. THIS INFORMATION IS TO BE SUBMITTED IN THE AS-BUILTS AS A NOTE FOR EACH SITE. PROVIDE

ACCESS TO TOP OF PIPE AT STATION 320+00 FOR S.C.W.A. PERSONNEL TO MAKE THE CABLE-TO-PIPE

CONNECTION PER DETAIL .

APPROX. 10' OF 1" PVC CONDUIT W/2 (TWO) TEST CABLES FROM THE TEST STATION TO THE TOP OF THE PIPE AT

STATION 320+00.

S.M.A.R.T.D. FENCE LINE

EXISTING 3' TALL MULTI-USE PATH LOCATED TO THE WEST OF THE SITE.

1

4

CP25

2

3

4

CORROSION TEST

STATION (POST)

STA 320+00

S.M.A.R.T.D.

(60' WIDE)

APN 143-021-081

S.C.W.A. EASEMENT

(25' WIDE)

1973 O.R. 703

GOLF COURSE

APN 143-360-046

GOLF COURSE

APN 143-360-046

1

2

3

1

2

DOLORESDRIVE

4

CORROSION TEST

STATION (POST)

STA 320+00

5

2

CP26

6

6

5

7

7

8

8

AutoCAD SHX Text
BAR LENGTH ON ORIGINAL DRAWING EQUALS ONE INCH. ADJUST SCALE ACCORDINGLY
AutoCAD SHX Text
A G E N C Y
AutoCAD SHX Text
WATER
AutoCAD SHX Text
C 0 U N T Y
AutoCAD SHX Text
SONOMA
AutoCAD SHX Text
H:\Project Folders\2011 Contracts\11036 - SCWA - Petaluma Aqueduct CP System Design\Design\7439_CP Site Plans C3D\7439_CP6,7,9,10,12,14-CP22 Rev9.4
AutoCAD SHX Text
D
AutoCAD SHX Text
L
AutoCAD SHX Text
A
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
G
AutoCAD SHX Text
I
AutoCAD SHX Text
T
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
O
AutoCAD SHX Text
T
AutoCAD SHX Text
F
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
F
AutoCAD SHX Text
O
AutoCAD SHX Text
C
AutoCAD SHX Text
L
AutoCAD SHX Text
E
AutoCAD SHX Text
S
AutoCAD SHX Text
No. CR 1035
AutoCAD SHX Text
Exp. June 30, 2019
AutoCAD SHX Text
C
AutoCAD SHX Text
S
AutoCAD SHX Text
T
AutoCAD SHX Text
A
AutoCAD SHX Text
R
AutoCAD SHX Text
R
AutoCAD SHX Text
O
AutoCAD SHX Text
O
AutoCAD SHX Text
H
AutoCAD SHX Text
A
AutoCAD SHX Text
M
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
O
AutoCAD SHX Text
M
AutoCAD SHX Text
M
AutoCAD SHX Text
R
AutoCAD SHX Text
N
AutoCAD SHX Text
I
AutoCAD SHX Text
N
AutoCAD SHX Text
O
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
D
AutoCAD SHX Text
L
AutoCAD SHX Text
G
AutoCAD SHX Text
I
AutoCAD SHX Text
E
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
N
AutoCAD SHX Text
E
AutoCAD SHX Text
P
AutoCAD SHX Text
F
AutoCAD SHX Text
O
AutoCAD SHX Text
R
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
O
AutoCAD SHX Text
I
AutoCAD SHX Text
S
AutoCAD SHX Text
D
AutoCAD SHX Text
L
AutoCAD SHX Text
A
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
G
AutoCAD SHX Text
I
AutoCAD SHX Text
T
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
O
AutoCAD SHX Text
T
AutoCAD SHX Text
F
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
F
AutoCAD SHX Text
O
AutoCAD SHX Text
C
AutoCAD SHX Text
L
AutoCAD SHX Text
E
AutoCAD SHX Text
S
AutoCAD SHX Text
No. CR 1035
AutoCAD SHX Text
Exp. June 30, 2019
AutoCAD SHX Text
C
AutoCAD SHX Text
S
AutoCAD SHX Text
T
AutoCAD SHX Text
A
AutoCAD SHX Text
R
AutoCAD SHX Text
R
AutoCAD SHX Text
O
AutoCAD SHX Text
O
AutoCAD SHX Text
H
AutoCAD SHX Text
A
AutoCAD SHX Text
M
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
O
AutoCAD SHX Text
M
AutoCAD SHX Text
M
AutoCAD SHX Text
R
AutoCAD SHX Text
N
AutoCAD SHX Text
I
AutoCAD SHX Text
N
AutoCAD SHX Text
O
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
D
AutoCAD SHX Text
L
AutoCAD SHX Text
G
AutoCAD SHX Text
I
AutoCAD SHX Text
E
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
N
AutoCAD SHX Text
E
AutoCAD SHX Text
P
AutoCAD SHX Text
F
AutoCAD SHX Text
O
AutoCAD SHX Text
R
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
O
AutoCAD SHX Text
I
AutoCAD SHX Text
S
AutoCAD SHX Text
S.M.A.R.T.D. A.P.N. 143-021-081
AutoCAD SHX Text
S.C.W.A.EASEMENT 1973 O.R. 706EASEMENT 1973 O.R. 706
AutoCAD SHX Text
N
AutoCAD SHX Text
N
AutoCAD SHX Text
1" = 10'
AutoCAD SHX Text
scale
AutoCAD SHX Text
10
AutoCAD SHX Text
0
AutoCAD SHX Text
10
AutoCAD SHX Text
feet
AutoCAD SHX Text
20

REVIEWED :

BYREVISIONDATENO.

SCALE :

DRAWN :

DATE :

FILE NAME:

CONTRACT NUMBER: NUMBER:

DRAWING

1100 Willow Pass CourtConcord, CA 94520-1006Phone: (925) 927-6630WWW.JDHCORROSION.COM

PETALUMA AQUEDUCT CATHODIC PROTECTION UPGRADE

SHEET 10 OF 30CP8

60-64-7 #2

####

CORROSION TEST STATION

7439_CP2,CP5,CP8,CP11,CP13,CP23 Rev9.4.dwg

TDH

9/27/17AS SHOWN

. PLAN .

. VICINITY MAP .

SCALE: 1" = 100'

SITE 7 - VICINITY MAP & PLAN STA 366+15

SOUTHWEST BLVD., PETALUMA

1100 Willow Pass CourtConcord, CA 94520-1006Phone: (925) 927-6630WWW.JDHCORROSION.COM

CP STATION NO. 4,

STATION 366+15

SEED FARM DRIVE

PETALUMA

AQUEDUCT

SOUTHW

EST BL

VD.

S

.

C

.

W

.

A

.

E

A

S

E

M

E

N

T

(

2

5

'

W

I

D

E

)

1

9

7

3

O

.

R

.

6

9

9

S

.

M

.

A

.

R

.

T

.

D

.

A

P

N

1

4

3

-

0

6

1

-

0

6

8

A

.

P

.

N

.

1

4

3

-

4

8

0

-

0

1

1

S

.

C

.

W

.

A

.

E

A

S

E

M

E

N

T

W

E

S

T

B

O

U

N

D

L

A

N

E

S

O

F

S

O

U

T

H

W

E

S

T

B

L

V

D

.

CONSTRUCTION AREA (25'X140')

E

A

S

T

B

O

U

N

D

L

A

N

E

S

O

F

S

O

U

T

H

W

E

S

T

B

L

V

D

.

RECTIFIER

CP STATION NO. 4

STATION 366+15

KEY NOTES:

ACCESS TO SITE IS FROM THE WESTBOUND LANES OF SOUTHWEST BLVD. ALONG

UNPAVED SERVICE ROAD.

APPROXIMATELY 120' OF 2" PVC CONDUIT W/AC UNDERGROUND CABLING TO NEW PG&E

METER PEDESTAL AS REQUIRED.

EXISTING RETAINING WALL, APPROXIMATELY 40" TALL, AND WIRE FENCE.

THE CP STATION NO. 4 RECTIFIER & ENCLOSURE AT STATION 366+15 PER

DETAIL . INSTALL RECTIFIER ON OR NEAR RETAINING WALL AS SHOWN.

BOLLARD PER DETAIL

RAILROAD SIGNAL PAD

APPROXIMATELY 35' OF 2" PVC CONDUIT W/ANODE CABLES FROM ANODES IN DEEP BED

TO ANODE JUNCTION PANEL IN THE RECTIFIER ENCLOSURE.

THE CP STATION NO. 4 DEEP ANODE BED AT STATION 365+95 PER DETAIL .

EXISTING CORROSION TEST STATION

MAKE THE CABLE-TO-PIPE CONNECTIONS PER DETAIL .

APPROXIMATELY 5' OF 1" PVC CONDUIT W/DRAIN & TEST CABLES FROM THE ANODE

JUNCTION PANEL TO THE TOP OF PIPE AS SHOWN.

TREE TRIMMING AND SOIL/GRAVEL FILL MAY BE REQUIRED IN ORDER TO GAIN DRILL RIG

ACCESS TO THE BED LOCATION.

EXISTING UNDERGROUND ELECTRICAL AC LINE.

EXISTING ELECTRICAL SERVICE BOXES. (NO ACCESS).

EXISTING NATURAL GAS PIPELINE.

CREEK

EDGE OF BRIDGE

APPROXIMATE LOCATION OF BUS SIGN POST

APPROXIMATELY 40' OF CYCLONE FENCE

2" PVC SCH 80 CONDUIT. ROUTE CONDUIT FROM SERVICE DROP,

OVER BRIDGE, AND TO THE RECTIFIER. ALL CONDUIT SHALL BE

BURIED OR ROUTED BENEATH THE BRIDGE.

NEW PG&E METER PER DETAIL .

EXISTING PETALUMA AQUEDUCT SIGN

SIDEWALK

1/0 TXP IN 2" DUCT, 45' TRENCH LENGTH,

60' CABLE LENGTH. INSTALL BY MEANS

OF DIRECTIONAL DRILLING.

EXISTING PG&E PULL BOX WITH NEW

BUS BARS INSTALLED BY PG&E

EXISTING PG&E STREAMLINED POWER POLE

APPROXIMATE EDGE OF CURB

EXISTING OVERHEAD ELECTRICAL LINES

SMARTD MULTI-USE PATH. SEE DETAIL .

1

2

3

4

DEEP ANODE BED

STATION 365+95

(CP STATION NO. 4 )

1

CP24

2

CP24

5

6

7

8

9

10

11

12

13

14

15

18

19

20

8

4

2

CP26

21

22

23

24

25

26

11

1

7

6

2

14

15

13

13

28

24

27

18

17

16

10

9

PETALUMA

AQUEDUCT

3

5

CP27

5

5

22

12

21

25

26

27

3

CP27

SOUTHW

EST BL

VD.27

28

1

13

28

16

17

19

16

20

23

A

.P

.N

. 143-480-010 S

.C

.W

.A

. E

A

S

E

M

E

N

T

29

29

5

CP25

27'

10'

AutoCAD SHX Text
OH
AutoCAD SHX Text
g
AutoCAD SHX Text
g
AutoCAD SHX Text
g
AutoCAD SHX Text
e
AutoCAD SHX Text
e
AutoCAD SHX Text
e
AutoCAD SHX Text
e
AutoCAD SHX Text
22"walnut
AutoCAD SHX Text
R.R.
AutoCAD SHX Text
SIGNAL
AutoCAD SHX Text
PAD
AutoCAD SHX Text
BAR LENGTH ON ORIGINAL DRAWING EQUALS ONE INCH. ADJUST SCALE ACCORDINGLY
AutoCAD SHX Text
A G E N C Y
AutoCAD SHX Text
WATER
AutoCAD SHX Text
C 0 U N T Y
AutoCAD SHX Text
SONOMA
AutoCAD SHX Text
H:\Project Folders\2011 Contracts\11036 - SCWA - Petaluma Aqueduct CP System Design\Design\7439_CP Site Plans C3D\7439_CP2,CP5,CP8,CP11,CP13,CP23 Rev9.4
AutoCAD SHX Text
D
AutoCAD SHX Text
L
AutoCAD SHX Text
A
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
G
AutoCAD SHX Text
I
AutoCAD SHX Text
T
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
O
AutoCAD SHX Text
T
AutoCAD SHX Text
F
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
F
AutoCAD SHX Text
O
AutoCAD SHX Text
C
AutoCAD SHX Text
L
AutoCAD SHX Text
E
AutoCAD SHX Text
S
AutoCAD SHX Text
No. CR 1035
AutoCAD SHX Text
Exp. June 30, 2019
AutoCAD SHX Text
C
AutoCAD SHX Text
S
AutoCAD SHX Text
T
AutoCAD SHX Text
A
AutoCAD SHX Text
R
AutoCAD SHX Text
R
AutoCAD SHX Text
O
AutoCAD SHX Text
O
AutoCAD SHX Text
H
AutoCAD SHX Text
A
AutoCAD SHX Text
M
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
O
AutoCAD SHX Text
M
AutoCAD SHX Text
M
AutoCAD SHX Text
R
AutoCAD SHX Text
N
AutoCAD SHX Text
I
AutoCAD SHX Text
N
AutoCAD SHX Text
O
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
D
AutoCAD SHX Text
L
AutoCAD SHX Text
G
AutoCAD SHX Text
I
AutoCAD SHX Text
E
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
N
AutoCAD SHX Text
E
AutoCAD SHX Text
P
AutoCAD SHX Text
F
AutoCAD SHX Text
O
AutoCAD SHX Text
R
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
O
AutoCAD SHX Text
I
AutoCAD SHX Text
S
AutoCAD SHX Text
D
AutoCAD SHX Text
L
AutoCAD SHX Text
A
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
G
AutoCAD SHX Text
I
AutoCAD SHX Text
T
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
O
AutoCAD SHX Text
T
AutoCAD SHX Text
F
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
F
AutoCAD SHX Text
O
AutoCAD SHX Text
C
AutoCAD SHX Text
L
AutoCAD SHX Text
E
AutoCAD SHX Text
S
AutoCAD SHX Text
No. CR 1035
AutoCAD SHX Text
Exp. June 30, 2019
AutoCAD SHX Text
C
AutoCAD SHX Text
S
AutoCAD SHX Text
T
AutoCAD SHX Text
A
AutoCAD SHX Text
R
AutoCAD SHX Text
R
AutoCAD SHX Text
O
AutoCAD SHX Text
O
AutoCAD SHX Text
H
AutoCAD SHX Text
A
AutoCAD SHX Text
M
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
O
AutoCAD SHX Text
M
AutoCAD SHX Text
M
AutoCAD SHX Text
R
AutoCAD SHX Text
N
AutoCAD SHX Text
I
AutoCAD SHX Text
N
AutoCAD SHX Text
O
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
D
AutoCAD SHX Text
L
AutoCAD SHX Text
G
AutoCAD SHX Text
I
AutoCAD SHX Text
E
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
N
AutoCAD SHX Text
E
AutoCAD SHX Text
P
AutoCAD SHX Text
F
AutoCAD SHX Text
O
AutoCAD SHX Text
R
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
O
AutoCAD SHX Text
I
AutoCAD SHX Text
S
AutoCAD SHX Text
N
AutoCAD SHX Text
1" = 10'
AutoCAD SHX Text
scale
AutoCAD SHX Text
10
AutoCAD SHX Text
0
AutoCAD SHX Text
10
AutoCAD SHX Text
feet
AutoCAD SHX Text
20
AutoCAD SHX Text
N
AutoCAD SHX Text
S.C.W.A. EASEMENT 1973 O.R. 699
AutoCAD SHX Text
S.M.A.R.T.D. APN 143-061-068
AutoCAD SHX Text
A.P.N. 143-480-011 S.C.W.A. EASEMENT

REVIEWED :

BYREVISIONDATENO.

SCALE :

DRAWN :

DATE :

FILE NAME:

CONTRACT NUMBER: NUMBER:

DRAWING

1100 Willow Pass CourtConcord, CA 94520-1006Phone: (925) 927-6630WWW.JDHCORROSION.COM

PETALUMA AQUEDUCT CATHODIC PROTECTION UPGRADE

SHEET 11 OF 30CP9

60-64-7 #2

####

CORROSION TEST STATION

7439_CP6,7,9,10,12,14-CP22 Rev9.4.dwg

TDH

9/27/17AS SHOWN

SITE 8 - VICINITY MAP & PLAN STA 376+00

SOUTHWEST BLVD., PETALUMA

1100 Willow Pass CourtConcord, CA 94520-1006Phone: (925) 927-6630WWW.JDHCORROSION.COM

. PLAN .

. VICINITY MAP .

SCALE: 1" = 100'

KEY NOTES:

ACCESS TO THE SITE IS FROM SOUTHWEST BLVD BY MEANS OF GATED ACCESS ON UNPAVED UTILITY ROAD ALONG SIDE THE RAILROAD

TRACKS FOR APPROXIMATELY 800 FEET IN THE SOUTH-SOUTH EAST DIRECTION.

PETALUMA AQUEDUCT.

CONSTRUCTION AREA. (25' X 40')

SITE 8: POST MOUNTED CORROSION TEST STATION PER DETAIL .

MAKE CABLE-TO-PIPE CONNECTIONS TO PIPE PER DETAIL .

APPROX. 10' OF 1" PVC CONDUIT W/2 (TWO) TEST CABLES FROM THE TEST STATION TO THE TOP OF THE PIPE AT STATION 376+00.

1

4

CP25

2

3

SOUTHWEST BLVD.

A

.

P

.

N

.

1

4

3

-

6

3

1

-

0

1

5

C

I

T

Y

O

F

R

O

H

N

E

R

T

P

A

R

K

2

3

4

1

4

2

4

1

S.M.A.R.T.D.

(60' WIDE)

APN 143-621-038

S.C.W.A.

EASEMENT

(25' WIDE)

1973 O.R. 699

CIRCLE DRIVE

CORROSION

TEST STATION,

STATION 376+00

CORROSION TEST STATION,

STATION 376+00

5

6

6

2

CP26

5

AutoCAD SHX Text
oh
AutoCAD SHX Text
oh
AutoCAD SHX Text
oh
AutoCAD SHX Text
oh
AutoCAD SHX Text
oh
AutoCAD SHX Text
oh
AutoCAD SHX Text
oh
AutoCAD SHX Text
oh
AutoCAD SHX Text
oh
AutoCAD SHX Text
oh
AutoCAD SHX Text
oh
AutoCAD SHX Text
oh
AutoCAD SHX Text
oh
AutoCAD SHX Text
oh
AutoCAD SHX Text
oh
AutoCAD SHX Text
oh
AutoCAD SHX Text
oh
AutoCAD SHX Text
oh
AutoCAD SHX Text
oh
AutoCAD SHX Text
oh
AutoCAD SHX Text
oh
AutoCAD SHX Text
oh
AutoCAD SHX Text
oh
AutoCAD SHX Text
oh
AutoCAD SHX Text
oh
AutoCAD SHX Text
BAR LENGTH ON ORIGINAL DRAWING EQUALS ONE INCH. ADJUST SCALE ACCORDINGLY
AutoCAD SHX Text
A G E N C Y
AutoCAD SHX Text
WATER
AutoCAD SHX Text
C 0 U N T Y
AutoCAD SHX Text
SONOMA
AutoCAD SHX Text
H:\Project Folders\2011 Contracts\11036 - SCWA - Petaluma Aqueduct CP System Design\Design\7439_CP Site Plans C3D\7439_CP6,7,9,10,12,14-CP22 Rev9.4
AutoCAD SHX Text
D
AutoCAD SHX Text
L
AutoCAD SHX Text
A
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
G
AutoCAD SHX Text
I
AutoCAD SHX Text
T
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
O
AutoCAD SHX Text
T
AutoCAD SHX Text
F
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
F
AutoCAD SHX Text
O
AutoCAD SHX Text
C
AutoCAD SHX Text
L
AutoCAD SHX Text
E
AutoCAD SHX Text
S
AutoCAD SHX Text
No. CR 1035
AutoCAD SHX Text
Exp. June 30, 2019
AutoCAD SHX Text
C
AutoCAD SHX Text
S
AutoCAD SHX Text
T
AutoCAD SHX Text
A
AutoCAD SHX Text
R
AutoCAD SHX Text
R
AutoCAD SHX Text
O
AutoCAD SHX Text
O
AutoCAD SHX Text
H
AutoCAD SHX Text
A
AutoCAD SHX Text
M
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
O
AutoCAD SHX Text
M
AutoCAD SHX Text
M
AutoCAD SHX Text
R
AutoCAD SHX Text
N
AutoCAD SHX Text
I
AutoCAD SHX Text
N
AutoCAD SHX Text
O
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
D
AutoCAD SHX Text
L
AutoCAD SHX Text
G
AutoCAD SHX Text
I
AutoCAD SHX Text
E
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
N
AutoCAD SHX Text
E
AutoCAD SHX Text
P
AutoCAD SHX Text
F
AutoCAD SHX Text
O
AutoCAD SHX Text
R
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
O
AutoCAD SHX Text
I
AutoCAD SHX Text
S
AutoCAD SHX Text
D
AutoCAD SHX Text
L
AutoCAD SHX Text
A
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
G
AutoCAD SHX Text
I
AutoCAD SHX Text
T
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
O
AutoCAD SHX Text
T
AutoCAD SHX Text
F
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
F
AutoCAD SHX Text
O
AutoCAD SHX Text
C
AutoCAD SHX Text
L
AutoCAD SHX Text
E
AutoCAD SHX Text
S
AutoCAD SHX Text
No. CR 1035
AutoCAD SHX Text
Exp. June 30, 2019
AutoCAD SHX Text
C
AutoCAD SHX Text
S
AutoCAD SHX Text
T
AutoCAD SHX Text
A
AutoCAD SHX Text
R
AutoCAD SHX Text
R
AutoCAD SHX Text
O
AutoCAD SHX Text
O
AutoCAD SHX Text
H
AutoCAD SHX Text
A
AutoCAD SHX Text
M
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
O
AutoCAD SHX Text
M
AutoCAD SHX Text
M
AutoCAD SHX Text
R
AutoCAD SHX Text
N
AutoCAD SHX Text
I
AutoCAD SHX Text
N
AutoCAD SHX Text
O
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
D
AutoCAD SHX Text
L
AutoCAD SHX Text
G
AutoCAD SHX Text
I
AutoCAD SHX Text
E
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
N
AutoCAD SHX Text
E
AutoCAD SHX Text
P
AutoCAD SHX Text
F
AutoCAD SHX Text
O
AutoCAD SHX Text
R
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
O
AutoCAD SHX Text
I
AutoCAD SHX Text
S
AutoCAD SHX Text
N
AutoCAD SHX Text
1" = 10'
AutoCAD SHX Text
scale
AutoCAD SHX Text
10
AutoCAD SHX Text
0
AutoCAD SHX Text
10
AutoCAD SHX Text
feet
AutoCAD SHX Text
20
AutoCAD SHX Text
S.C.W.A. EASEMENT (25' WIDE) 1973 O.R. 699
AutoCAD SHX Text
S.M.A.R.T.D. APN 143-621-038
AutoCAD SHX Text
N
AutoCAD SHX Text
CITY OF ROHNERT PARK APN 143-631-015

REVIEWED :

BYREVISIONDATENO.

SCALE :

DRAWN :

DATE :

FILE NAME:

CONTRACT NUMBER: NUMBER:

DRAWING

1100 Willow Pass CourtConcord, CA 94520-1006Phone: (925) 927-6630WWW.JDHCORROSION.COM

PETALUMA AQUEDUCT CATHODIC PROTECTION UPGRADE

SHEET 12 OF 30CP10

60-64-7 #2

####

CORROSION TEST STATION

7439_CP6,7,9,10,12,14-CP22 Rev9.4.dwg

TDH

9/27/17AS SHOWN

SITE 9 - VICINITY MAP & PLAN STA 388+50

SOUTHWEST BLVD., ROHNERT PARK

1100 Willow Pass CourtConcord, CA 94520-1006Phone: (925) 927-6630WWW.JDHCORROSION.COM

. PLAN .

. VICINITY MAP .

SCALE: 1" = 100'

KEY NOTES:

ACCESS TO THE SITE IS FROM SOUTHWEST BLVD BY MEANS OF GATED ACCESS ON UNPAVED UTILITY ROAD ALONG SIDE THE RAILROAD

TRACKS FOR APPROXIMATELY 2170 FEET IN THE SOUTH-SOUTH EAST DIRECTION. SEE SITE 8 VICINITY MAP ON DRAWING NUMBER CP9.

PETALUMA AQUEDUCT.

CONSTRUCTION AREA (25' X 40')

SITE 9: POST MOUNTED CORROSION TEST STATION PER DETAIL .

MAKE CABLE-TO-PIPE CONNECTIONS TO PIPE PER DETAIL .

APPROX. 10' OF 1" PVC CONDUIT W/2 (TWO) TEST CABLES FROM THE TEST STATION TO THE TOP OF THE PIPE AT STATION 388+50.

1

4

CP25

2

3

A

.

P

.

N

.

1

4

3

-

7

0

2

-

0

1

1

C

I

T

Y

O

F

R

O

H

N

E

R

T

P

A

R

K

S.M.A.R.T.D.

(60' WIDE)

APN 143-271-053

S.C.W.A. EASEMENT

(25' WIDE)

1973 O.R. 699

3

4

1

4

2

4

1

CIRCLE DRIVE

CORROSION TEST STATION,

STATION 388+50

CORROSION TEST STATION,

STATION 388+50

2

6

2

CP26

5

6

5

AutoCAD SHX Text
BAR LENGTH ON ORIGINAL DRAWING EQUALS ONE INCH. ADJUST SCALE ACCORDINGLY
AutoCAD SHX Text
A G E N C Y
AutoCAD SHX Text
WATER
AutoCAD SHX Text
C 0 U N T Y
AutoCAD SHX Text
SONOMA
AutoCAD SHX Text
H:\Project Folders\2011 Contracts\11036 - SCWA - Petaluma Aqueduct CP System Design\Design\7439_CP Site Plans C3D\7439_CP6,7,9,10,12,14-CP22 Rev9.4
AutoCAD SHX Text
D
AutoCAD SHX Text
L
AutoCAD SHX Text
A
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
G
AutoCAD SHX Text
I
AutoCAD SHX Text
T
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
O
AutoCAD SHX Text
T
AutoCAD SHX Text
F
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
F
AutoCAD SHX Text
O
AutoCAD SHX Text
C
AutoCAD SHX Text
L
AutoCAD SHX Text
E
AutoCAD SHX Text
S
AutoCAD SHX Text
No. CR 1035
AutoCAD SHX Text
Exp. June 30, 2019
AutoCAD SHX Text
C
AutoCAD SHX Text
S
AutoCAD SHX Text
T
AutoCAD SHX Text
A
AutoCAD SHX Text
R
AutoCAD SHX Text
R
AutoCAD SHX Text
O
AutoCAD SHX Text
O
AutoCAD SHX Text
H
AutoCAD SHX Text
A
AutoCAD SHX Text
M
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
O
AutoCAD SHX Text
M
AutoCAD SHX Text
M
AutoCAD SHX Text
R
AutoCAD SHX Text
N
AutoCAD SHX Text
I
AutoCAD SHX Text
N
AutoCAD SHX Text
O
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
D
AutoCAD SHX Text
L
AutoCAD SHX Text
G
AutoCAD SHX Text
I
AutoCAD SHX Text
E
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
N
AutoCAD SHX Text
E
AutoCAD SHX Text
P
AutoCAD SHX Text
F
AutoCAD SHX Text
O
AutoCAD SHX Text
R
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
O
AutoCAD SHX Text
I
AutoCAD SHX Text
S
AutoCAD SHX Text
D
AutoCAD SHX Text
L
AutoCAD SHX Text
A
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
G
AutoCAD SHX Text
I
AutoCAD SHX Text
T
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
O
AutoCAD SHX Text
T
AutoCAD SHX Text
F
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
F
AutoCAD SHX Text
O
AutoCAD SHX Text
C
AutoCAD SHX Text
L
AutoCAD SHX Text
E
AutoCAD SHX Text
S
AutoCAD SHX Text
No. CR 1035
AutoCAD SHX Text
Exp. June 30, 2019
AutoCAD SHX Text
C
AutoCAD SHX Text
S
AutoCAD SHX Text
T
AutoCAD SHX Text
A
AutoCAD SHX Text
R
AutoCAD SHX Text
R
AutoCAD SHX Text
O
AutoCAD SHX Text
O
AutoCAD SHX Text
H
AutoCAD SHX Text
A
AutoCAD SHX Text
M
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
O
AutoCAD SHX Text
M
AutoCAD SHX Text
M
AutoCAD SHX Text
R
AutoCAD SHX Text
N
AutoCAD SHX Text
I
AutoCAD SHX Text
N
AutoCAD SHX Text
O
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
D
AutoCAD SHX Text
L
AutoCAD SHX Text
G
AutoCAD SHX Text
I
AutoCAD SHX Text
E
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
N
AutoCAD SHX Text
E
AutoCAD SHX Text
P
AutoCAD SHX Text
F
AutoCAD SHX Text
O
AutoCAD SHX Text
R
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
O
AutoCAD SHX Text
I
AutoCAD SHX Text
S
AutoCAD SHX Text
N
AutoCAD SHX Text
S.C.W.A. EASEMENT 1973 O.R. 699
AutoCAD SHX Text
S.M.A.R.T.D. APN 143-271-053
AutoCAD SHX Text
N
AutoCAD SHX Text
1" = 10'
AutoCAD SHX Text
scale
AutoCAD SHX Text
10
AutoCAD SHX Text
0
AutoCAD SHX Text
10
AutoCAD SHX Text
feet
AutoCAD SHX Text
20
AutoCAD SHX Text
CITY OF ROHNERT PARK APN 143-691-013
AutoCAD SHX Text
CITY OF ROHNERT PARK APN 143-702-011
AutoCAD SHX Text
CITY OF ROHNERT PARK APN 143-711-034

REVIEWED :

BYREVISIONDATENO.

SCALE :

DRAWN :

DATE :

FILE NAME:

CONTRACT NUMBER: NUMBER:

DRAWING

1100 Willow Pass CourtConcord, CA 94520-1006Phone: (925) 927-6630WWW.JDHCORROSION.COM

PETALUMA AQUEDUCT CATHODIC PROTECTION UPGRADE

SHEET 13 OF 30CP11

60-64-7 #2

####

CORROSION TEST STATION

7439_CP11 Rev9.4.dwg

TDH

9/27/17AS SHOWN

. PLAN .

. VICINITY MAP .

SCALE: 1" = 100'

SITE 10 - VICINITY MAP & PLAN STA 475+45

EAST RAILROAD AVE., PETALUMA

1100 Willow Pass CourtConcord, CA 94520-1006Phone: (925) 927-6630WWW.JDHCORROSION.COM

PETALUMA AQUEDUCT

EAST RAILROAD AVENUE

POWER

SUBSTATION

RECTIFIER

CP STATION NO. 5

STATION 475+45

KEY NOTES:

ACCESS TO SITE IS FROM THE WESTBOUND LANE OF EAST RAILROAD AVENUE.

THE CP STATION NO. 5 RECTIFIER & ENCLOSURE AT STATION 475+45 PER DETAIL

STEEL POSTS PER DETAIL

APPROXIMATELY 10' OF 1" PVC CONDUIT W/DRAIN & TEST CABLES FROM THE ANODE

JUNCTION PANEL TO THE TOP OF PIPE AS SHOWN.

MAKE THE CABLE-TO-PIPE CONNECTIONS PER DETAIL .

EXISTING ASPHALT CONCRETE BERM

APPROXIMATELY 20' OF 2" PVC CONDUIT W/ANODE CABLES FROM ANODES IN DEEP

BED TO ANODE JUNCTION PANEL IN THE RECTIFIER ENCLOSURE.

EXISTING RAILROAD SIGN

THE CP STATION NO. 5 DEEP ANODE BED AT STATION 475+30 PER DETAIL

EXISTING WATER VALVE (TYP)

PETALUMA AQUEDUCT PIPELINE MARKER/SIGN

EXISTING GATE TO POWER SUBSTATION

EDGE OF PAVED DRIVEWAY

APPROXIMATELY 60' OF 2" PVC CONDUIT W/AC CABLING TO NEW PG&E METER AS

REQUIRED.

EXISTING 35' LONG 24" CORRUGATED METAL PIPE

EXISTING AT&T LINE

NEW PG&E GUY POLE PER DETAIL & (GUYED PER PG&E REQUIREMENTS)

COORDINATE INSTALLATION OF NEW PG&E SERVICE WITH PG&E. FURNISH AND

INSTALL ALL REQUIRED MATERIALS, INCLUDING BUT NOT LIMITED TO CONDUITS,

WIRING, CABLES, SPLICE BOXES, 30 AMPERE CIRCUIT BREAKER, AND 35' POLE IN

ACCORDANCE WITH PG&E GREENBOOK STANDARDS AND PER DETAILS

EDGE OF PAVEMENT

EXISTING 82' LONG 30" CORRUGATED METAL PIPE

EXISTING 16" CORRUGATED METAL PIPE

RAILROAD TRACKS

TREES ARE NOT SHOWN IN SITE PLAN.

EXISTING SWALE & ENVIRONMENTALLY SENSITIVE WETLAND

1

2

3

4

2

CP26

2

CP24

5

6

7

8

9

14

15

16

17

18

CONSTRUCTION EASEMENT

PETALUMA AQUEDUCT

1

CP24

19

20

21

22

23

24

25'

S.C.W.A. EASEMENT

1973 O.R. 703

5

CP27

2

CP27

1

CP STATION NO. 5

STATION 475+45

2

19

3

3

8

12

1

19

18

17

16

15

4

21

6

5

7

9

10

20

6

13

14

11

22

A.P

.N

. 046-051-040

S

.M

.A

.R

.T

.D

. A

P

M

0

4

6

-

0

5

1

-

0

3

6

10

11

12

13

1

CP28

4

CP27

24

24

DEEP ANODE BED

STATION 475+30

(CP STATION NO. 5)

1

CP28

AutoCAD SHX Text
T
AutoCAD SHX Text
T
AutoCAD SHX Text
WV
AutoCAD SHX Text
att
AutoCAD SHX Text
att
AutoCAD SHX Text
att
AutoCAD SHX Text
att
AutoCAD SHX Text
att
AutoCAD SHX Text
att
AutoCAD SHX Text
OH
AutoCAD SHX Text
OH
AutoCAD SHX Text
OH
AutoCAD SHX Text
OH
AutoCAD SHX Text
OH
AutoCAD SHX Text
OH
AutoCAD SHX Text
OH
AutoCAD SHX Text
OH
AutoCAD SHX Text
GATE
AutoCAD SHX Text
24"CMP
AutoCAD SHX Text
30"CMP
AutoCAD SHX Text
18"CMP
AutoCAD SHX Text
18"CMP
AutoCAD SHX Text
BAR LENGTH ON ORIGINAL DRAWING EQUALS ONE INCH. ADJUST SCALE ACCORDINGLY
AutoCAD SHX Text
A G E N C Y
AutoCAD SHX Text
WATER
AutoCAD SHX Text
C 0 U N T Y
AutoCAD SHX Text
SONOMA
AutoCAD SHX Text
H:\Project Folders\2011 Contracts\11036 - SCWA - Petaluma Aqueduct CP System Design\Design\7439_CP Site Plans C3D\7439_CP11 Rev9.4
AutoCAD SHX Text
D
AutoCAD SHX Text
L
AutoCAD SHX Text
A
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
G
AutoCAD SHX Text
I
AutoCAD SHX Text
T
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
O
AutoCAD SHX Text
T
AutoCAD SHX Text
F
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
F
AutoCAD SHX Text
O
AutoCAD SHX Text
C
AutoCAD SHX Text
L
AutoCAD SHX Text
E
AutoCAD SHX Text
S
AutoCAD SHX Text
No. CR 1035
AutoCAD SHX Text
Exp. June 30, 2019
AutoCAD SHX Text
C
AutoCAD SHX Text
S
AutoCAD SHX Text
T
AutoCAD SHX Text
A
AutoCAD SHX Text
R
AutoCAD SHX Text
R
AutoCAD SHX Text
O
AutoCAD SHX Text
O
AutoCAD SHX Text
H
AutoCAD SHX Text
A
AutoCAD SHX Text
M
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
O
AutoCAD SHX Text
M
AutoCAD SHX Text
M
AutoCAD SHX Text
R
AutoCAD SHX Text
N
AutoCAD SHX Text
I
AutoCAD SHX Text
N
AutoCAD SHX Text
O
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
D
AutoCAD SHX Text
L
AutoCAD SHX Text
G
AutoCAD SHX Text
I
AutoCAD SHX Text
E
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
N
AutoCAD SHX Text
E
AutoCAD SHX Text
P
AutoCAD SHX Text
F
AutoCAD SHX Text
O
AutoCAD SHX Text
R
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
O
AutoCAD SHX Text
I
AutoCAD SHX Text
S
AutoCAD SHX Text
D
AutoCAD SHX Text
L
AutoCAD SHX Text
A
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
G
AutoCAD SHX Text
I
AutoCAD SHX Text
T
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
O
AutoCAD SHX Text
T
AutoCAD SHX Text
F
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
F
AutoCAD SHX Text
O
AutoCAD SHX Text
C
AutoCAD SHX Text
L
AutoCAD SHX Text
E
AutoCAD SHX Text
S
AutoCAD SHX Text
No. CR 1035
AutoCAD SHX Text
Exp. June 30, 2019
AutoCAD SHX Text
C
AutoCAD SHX Text
S
AutoCAD SHX Text
T
AutoCAD SHX Text
A
AutoCAD SHX Text
R
AutoCAD SHX Text
R
AutoCAD SHX Text
O
AutoCAD SHX Text
O
AutoCAD SHX Text
H
AutoCAD SHX Text
A
AutoCAD SHX Text
M
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
O
AutoCAD SHX Text
M
AutoCAD SHX Text
M
AutoCAD SHX Text
R
AutoCAD SHX Text
N
AutoCAD SHX Text
I
AutoCAD SHX Text
N
AutoCAD SHX Text
O
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
D
AutoCAD SHX Text
L
AutoCAD SHX Text
G
AutoCAD SHX Text
I
AutoCAD SHX Text
E
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
N
AutoCAD SHX Text
E
AutoCAD SHX Text
P
AutoCAD SHX Text
F
AutoCAD SHX Text
O
AutoCAD SHX Text
R
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
O
AutoCAD SHX Text
I
AutoCAD SHX Text
S
AutoCAD SHX Text
EAST RAILROAD AVENUE
AutoCAD SHX Text
N
AutoCAD SHX Text
N
AutoCAD SHX Text
1" = 10'
AutoCAD SHX Text
scale
AutoCAD SHX Text
10
AutoCAD SHX Text
0
AutoCAD SHX Text
10
AutoCAD SHX Text
feet
AutoCAD SHX Text
20
AutoCAD SHX Text
S.M.A.R.T.D. APN 046-051-036
AutoCAD SHX Text
A.P.N. 046-051-040

REVIEWED :

BYREVISIONDATENO.

SCALE :

DRAWN :

DATE :

FILE NAME:

CONTRACT NUMBER: NUMBER:

DRAWING

1100 Willow Pass CourtConcord, CA 94520-1006Phone: (925) 927-6630WWW.JDHCORROSION.COM

PETALUMA AQUEDUCT CATHODIC PROTECTION UPGRADE

SHEET 14 OF 30CP12

60-64-7 #2

####

CORROSION TEST STATION

7439_CP6,7,9,10,12,14-CP22 Rev9.4.dwg

TDH

9/27/17AS SHOWN

SITE 11 - NOT IN CONTRACT

1100 Willow Pass CourtConcord, CA 94520-1006Phone: (925) 927-6630WWW.JDHCORROSION.COM

AutoCAD SHX Text
BAR LENGTH ON ORIGINAL DRAWING EQUALS ONE INCH. ADJUST SCALE ACCORDINGLY
AutoCAD SHX Text
A G E N C Y
AutoCAD SHX Text
WATER
AutoCAD SHX Text
C 0 U N T Y
AutoCAD SHX Text
SONOMA
AutoCAD SHX Text
H:\Project Folders\2011 Contracts\11036 - SCWA - Petaluma Aqueduct CP System Design\Design\7439_CP Site Plans C3D\7439_CP6,7,9,10,12,14-CP22 Rev9.4
AutoCAD SHX Text
D
AutoCAD SHX Text
L
AutoCAD SHX Text
A
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
G
AutoCAD SHX Text
I
AutoCAD SHX Text
T
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
O
AutoCAD SHX Text
T
AutoCAD SHX Text
F
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
F
AutoCAD SHX Text
O
AutoCAD SHX Text
C
AutoCAD SHX Text
L
AutoCAD SHX Text
E
AutoCAD SHX Text
S
AutoCAD SHX Text
No. CR 1035
AutoCAD SHX Text
Exp. June 30, 2019
AutoCAD SHX Text
C
AutoCAD SHX Text
S
AutoCAD SHX Text
T
AutoCAD SHX Text
A
AutoCAD SHX Text
R
AutoCAD SHX Text
R
AutoCAD SHX Text
O
AutoCAD SHX Text
O
AutoCAD SHX Text
H
AutoCAD SHX Text
A
AutoCAD SHX Text
M
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
O
AutoCAD SHX Text
M
AutoCAD SHX Text
M
AutoCAD SHX Text
R
AutoCAD SHX Text
N
AutoCAD SHX Text
I
AutoCAD SHX Text
N
AutoCAD SHX Text
O
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
D
AutoCAD SHX Text
L
AutoCAD SHX Text
G
AutoCAD SHX Text
I
AutoCAD SHX Text
E
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
N
AutoCAD SHX Text
E
AutoCAD SHX Text
P
AutoCAD SHX Text
F
AutoCAD SHX Text
O
AutoCAD SHX Text
R
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
O
AutoCAD SHX Text
I
AutoCAD SHX Text
S
AutoCAD SHX Text
D
AutoCAD SHX Text
L
AutoCAD SHX Text
A
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
G
AutoCAD SHX Text
I
AutoCAD SHX Text
T
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
O
AutoCAD SHX Text
T
AutoCAD SHX Text
F
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
F
AutoCAD SHX Text
O
AutoCAD SHX Text
C
AutoCAD SHX Text
L
AutoCAD SHX Text
E
AutoCAD SHX Text
S
AutoCAD SHX Text
No. CR 1035
AutoCAD SHX Text
Exp. June 30, 2019
AutoCAD SHX Text
C
AutoCAD SHX Text
S
AutoCAD SHX Text
T
AutoCAD SHX Text
A
AutoCAD SHX Text
R
AutoCAD SHX Text
R
AutoCAD SHX Text
O
AutoCAD SHX Text
O
AutoCAD SHX Text
H
AutoCAD SHX Text
A
AutoCAD SHX Text
M
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
O
AutoCAD SHX Text
M
AutoCAD SHX Text
M
AutoCAD SHX Text
R
AutoCAD SHX Text
N
AutoCAD SHX Text
I
AutoCAD SHX Text
N
AutoCAD SHX Text
O
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
D
AutoCAD SHX Text
L
AutoCAD SHX Text
G
AutoCAD SHX Text
I
AutoCAD SHX Text
E
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
N
AutoCAD SHX Text
E
AutoCAD SHX Text
P
AutoCAD SHX Text
F
AutoCAD SHX Text
O
AutoCAD SHX Text
R
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
O
AutoCAD SHX Text
I
AutoCAD SHX Text
S
AutoCAD SHX Text
NOT IN CONTRACT

REVIEWED :

BYREVISIONDATENO.

SCALE :

DRAWN :

DATE :

FILE NAME:

CONTRACT NUMBER: NUMBER:

DRAWING

1100 Willow Pass CourtConcord, CA 94520-1006Phone: (925) 927-6630WWW.JDHCORROSION.COM

PETALUMA AQUEDUCT CATHODIC PROTECTION UPGRADE

SHEET 15 OF 30CP13

60-64-7 #2

####

CORROSION TEST STATION

7439_CP2,CP5,CP8,CP11,CP13,CP23 Rev9.4.dwg

TDH

9/27/17AS SHOWN

. PLAN .

. VICINITY MAP .

SCALE: 1" = 100'

SITE 12 - VICINITY MAP & PLAN STA 610+15

ELY ROAD, PETALUMA

1100 Willow Pass CourtConcord, CA 94520-1006Phone: (925) 927-6630WWW.JDHCORROSION.COM

PETALUMA

AQUEDUCT

ELY ROAD NORTH

CP STATION NO. 6,

STATION 610+15

RECTIFIER

CP STATION NO. 6

STATION 610+15

ELY ROAD NORTH

S.M

.A

.R

.T

.D

.

AP

N

047-214-022

A.P

.N

. 047-214-024

S.C

.W

.A

. E

AS

EM

EN

T (25'-35' W

ID

E)

1803 O

.R

. 054

KEY NOTES:

ACCESS TO SITE IS FROM ELY ROAD TO ALONG THE WEST SIDE OF THE FENCED AREA

FOR THE AQUEDUCT METER VAULT, THEN THROUGH A GATE.

THE BUSHES ON THE LEFT SIDE OF THE ENTRY WAY EXTEND INTO THE ENTRY WAY,

NARROWING THE AVAILABLE DIRT ROAD WIDTH TO APPROXIMATELY 10.5 FEET. CLEARING

AND GRUBBING MAY BE REQUIRED AT THIS SITE.

APPROXIMATELY 30' OF 2" PVC CONDUIT W/AC CABLING FROM SCWA ELECTRICAL PANEL

AS REQUIRED. (SEE ALSO NOTE 15.)

CYCLONE FENCE LINE

THE CP STATION NO. 3 RECTIFIER & ENCLOSURE AT STATION 610+15 PER DETAIL .

OMIT BOLLARDS.

EXISTING GATE. COORDINATE WITH S.C.W.A. PROJECT MANAGER TO GAIN ACCESS TO

THE SITE.

APPROXIMATELY 10' OF 2" PVC CONDUIT W/ANODE CABLES FROM ANODES IN DEEP BED

TO ANODE JUNCTION PANEL IN THE RECTIFIER ENCLOSURE.

THE CP STATION NO. 6 DEEP ANODE BED AT STATION 610+05 PER DETAIL

VAULT PENETRATION PER DETAIL

APPROXIMATELY 10' OF 1" PVC CONDUIT W/DRAIN & TEST CABLES FROM THE ANODE

JUNCTION PANEL TO THE TOP OF PIPE IN THE METER VAULT AS SHOWN.

MAKE THE CABLE-TO-PIPE CONNECTIONS PER DETAIL .

AQUEDUCT METER VAULT

EXISTING WATER VALVE (TYP)

EXISTING AQUEDUCT VALVE VAULT

EXISTING PG&E SERVICE PEDESTAL. CONTRACTOR SHALL PROVIDE PER DETAIL 1/CP23

ONE 30 AMP BREAKER, AND CONDUIT, CABLE AND PULLBOXES AS REQUIRED FROM

EXISTING PG&E SERVICE PANEL TO THE RECTIFIER.

EXISTING PETALUMA AQUEDUCT SIGN

EXISTING PG&E POWER POLE

APPROXIMATE EDGE OF PAVEMENT

NATURAL GAS PIPELINE

ASPHALT CONCRETE BERM

EXISTING RAILROAD SIGN

RAILROAD TRACKS

AT&T CABLE

1

2

3

4

DEEP ANODE BED

STATION 610+05

(CP STATION NO. 6)

1

CP24

2

CP24

5

7

8

9

10

11

12

13

14

15

16

17

1

17

17

19

20

2

3

4

6

7

9

10

12

21

18

1

TEMPORARY

CONSTRUCTION

EASEMENT

(40' X 25')

PETALUMA AQUEDUCT

12

14

22

5

PETALUMA AQUEDUCT

8

11

2

CP26

12

12

13

15

16

18

19

20

21

22

40'

25'

25'

35'

1

CP25

6

17

17

AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text
att
AutoCAD SHX Text
att
AutoCAD SHX Text
att
AutoCAD SHX Text
att
AutoCAD SHX Text
att
AutoCAD SHX Text
att
AutoCAD SHX Text
att
AutoCAD SHX Text
att
AutoCAD SHX Text
att
AutoCAD SHX Text
att
AutoCAD SHX Text
g
AutoCAD SHX Text
g
AutoCAD SHX Text
g
AutoCAD SHX Text
BAR LENGTH ON ORIGINAL DRAWING EQUALS ONE INCH. ADJUST SCALE ACCORDINGLY
AutoCAD SHX Text
A G E N C Y
AutoCAD SHX Text
WATER
AutoCAD SHX Text
C 0 U N T Y
AutoCAD SHX Text
SONOMA
AutoCAD SHX Text
H:\Project Folders\2011 Contracts\11036 - SCWA - Petaluma Aqueduct CP System Design\Design\7439_CP Site Plans C3D\7439_CP2,CP5,CP8,CP11,CP13,CP23 Rev9.4
AutoCAD SHX Text
D
AutoCAD SHX Text
L
AutoCAD SHX Text
A
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
G
AutoCAD SHX Text
I
AutoCAD SHX Text
T
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
O
AutoCAD SHX Text
T
AutoCAD SHX Text
F
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
F
AutoCAD SHX Text
O
AutoCAD SHX Text
C
AutoCAD SHX Text
L
AutoCAD SHX Text
E
AutoCAD SHX Text
S
AutoCAD SHX Text
No. CR 1035
AutoCAD SHX Text
Exp. June 30, 2019
AutoCAD SHX Text
C
AutoCAD SHX Text
S
AutoCAD SHX Text
T
AutoCAD SHX Text
A
AutoCAD SHX Text
R
AutoCAD SHX Text
R
AutoCAD SHX Text
O
AutoCAD SHX Text
O
AutoCAD SHX Text
H
AutoCAD SHX Text
A
AutoCAD SHX Text
M
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
O
AutoCAD SHX Text
M
AutoCAD SHX Text
M
AutoCAD SHX Text
R
AutoCAD SHX Text
N
AutoCAD SHX Text
I
AutoCAD SHX Text
N
AutoCAD SHX Text
O
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
D
AutoCAD SHX Text
L
AutoCAD SHX Text
G
AutoCAD SHX Text
I
AutoCAD SHX Text
E
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
N
AutoCAD SHX Text
E
AutoCAD SHX Text
P
AutoCAD SHX Text
F
AutoCAD SHX Text
O
AutoCAD SHX Text
R
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
O
AutoCAD SHX Text
I
AutoCAD SHX Text
S
AutoCAD SHX Text
D
AutoCAD SHX Text
L
AutoCAD SHX Text
A
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
G
AutoCAD SHX Text
I
AutoCAD SHX Text
T
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
O
AutoCAD SHX Text
T
AutoCAD SHX Text
F
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
F
AutoCAD SHX Text
O
AutoCAD SHX Text
C
AutoCAD SHX Text
L
AutoCAD SHX Text
E
AutoCAD SHX Text
S
AutoCAD SHX Text
No. CR 1035
AutoCAD SHX Text
Exp. June 30, 2019
AutoCAD SHX Text
C
AutoCAD SHX Text
S
AutoCAD SHX Text
T
AutoCAD SHX Text
A
AutoCAD SHX Text
R
AutoCAD SHX Text
R
AutoCAD SHX Text
O
AutoCAD SHX Text
O
AutoCAD SHX Text
H
AutoCAD SHX Text
A
AutoCAD SHX Text
M
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
O
AutoCAD SHX Text
M
AutoCAD SHX Text
M
AutoCAD SHX Text
R
AutoCAD SHX Text
N
AutoCAD SHX Text
I
AutoCAD SHX Text
N
AutoCAD SHX Text
O
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
D
AutoCAD SHX Text
L
AutoCAD SHX Text
G
AutoCAD SHX Text
I
AutoCAD SHX Text
E
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
N
AutoCAD SHX Text
E
AutoCAD SHX Text
P
AutoCAD SHX Text
F
AutoCAD SHX Text
O
AutoCAD SHX Text
R
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
O
AutoCAD SHX Text
I
AutoCAD SHX Text
S
AutoCAD SHX Text
N
AutoCAD SHX Text
1" = 10'
AutoCAD SHX Text
scale
AutoCAD SHX Text
10
AutoCAD SHX Text
0
AutoCAD SHX Text
10
AutoCAD SHX Text
feet
AutoCAD SHX Text
20
AutoCAD SHX Text
N
AutoCAD SHX Text
S.M.A.R.T.D. APN 047-213-025 APN 047-213-025
AutoCAD SHX Text
S.C.W.A. APN 047-213-026
AutoCAD SHX Text
S.M.A.R.T.D. APN 047-214-022 APN 047-214-022
AutoCAD SHX Text
S.C.W.A. EASEMENT 1803 O.R. 054
AutoCAD SHX Text
APN 047-214-024

REVIEWED :

BYREVISIONDATENO.

SCALE :

DRAWN :

DATE :

FILE NAME:

CONTRACT NUMBER: NUMBER:

DRAWING

1100 Willow Pass CourtConcord, CA 94520-1006Phone: (925) 927-6630WWW.JDHCORROSION.COM

PETALUMA AQUEDUCT CATHODIC PROTECTION UPGRADE

SHEET 16 OF 30CP14

60-64-7 #2

####

CORROSION TEST STATION

7439_CP6,7,9,10,12,14-CP22 Rev9.4.dwg

TDH

9/27/17AS SHOWN

1100 Willow Pass CourtConcord, CA 94520-1006Phone: (925) 927-6630WWW.JDHCORROSION.COM

SITE 13 - VICINITY MAP & PLAN STA 623+90

ELY ROAD, PETALUMA

. PLAN .

. VICINITY MAP .

SCALE: 1" = 100'

ELY ROAD

KEY NOTES:

ACCESS FROM SOUTH SIDE OF ELY ROAD THROUGH GATED PUMP STATION.

PETALUMA AQUEDUCT

CONSTRUCTION AREA (25' X 40')

SITE 13: FOR POST MOUNTED, CORROSION CONTROL TEST STATION PROVIDE NEW POST

AND TEST BOX PER DETAIL

PUMP STATION

EXISTING FENCE LINE

APPROXIMATE CENTERLINE OF RAILROAD TRACKS.

APPROX. 20' OF 1" PVC CONDUIT W/2 (TWO) TEST CABLES FROM THE TEST STATION TO

THE TOP OF THE PIPE AT STATION 623+90.

1

4

CP25

2

3

4

5

6

7

2

2

1

1

5

3

4

4

6

7

S.C.W.A

EASEMENT

(25' WIDE)

1803 O.R. 054

S.M.A.R.T.D.

(60' WIDE)

APN 047-213-025

A.P.N. 047-213-027 &

137-011-022

8

8

AutoCAD SHX Text
att
AutoCAD SHX Text
att
AutoCAD SHX Text
att
AutoCAD SHX Text
g
AutoCAD SHX Text
g
AutoCAD SHX Text
aq
AutoCAD SHX Text
att
AutoCAD SHX Text
att
AutoCAD SHX Text
att
AutoCAD SHX Text
g
AutoCAD SHX Text
g
AutoCAD SHX Text
aq
AutoCAD SHX Text
BAR LENGTH ON ORIGINAL DRAWING EQUALS ONE INCH. ADJUST SCALE ACCORDINGLY
AutoCAD SHX Text
A G E N C Y
AutoCAD SHX Text
WATER
AutoCAD SHX Text
C 0 U N T Y
AutoCAD SHX Text
SONOMA
AutoCAD SHX Text
H:\Project Folders\2011 Contracts\11036 - SCWA - Petaluma Aqueduct CP System Design\Design\7439_CP Site Plans C3D\7439_CP6,7,9,10,12,14-CP22 Rev9.4
AutoCAD SHX Text
D
AutoCAD SHX Text
L
AutoCAD SHX Text
A
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
G
AutoCAD SHX Text
I
AutoCAD SHX Text
T
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
O
AutoCAD SHX Text
T
AutoCAD SHX Text
F
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
F
AutoCAD SHX Text
O
AutoCAD SHX Text
C
AutoCAD SHX Text
L
AutoCAD SHX Text
E
AutoCAD SHX Text
S
AutoCAD SHX Text
No. CR 1035
AutoCAD SHX Text
Exp. June 30, 2019
AutoCAD SHX Text
C
AutoCAD SHX Text
S
AutoCAD SHX Text
T
AutoCAD SHX Text
A
AutoCAD SHX Text
R
AutoCAD SHX Text
R
AutoCAD SHX Text
O
AutoCAD SHX Text
O
AutoCAD SHX Text
H
AutoCAD SHX Text
A
AutoCAD SHX Text
M
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
O
AutoCAD SHX Text
M
AutoCAD SHX Text
M
AutoCAD SHX Text
R
AutoCAD SHX Text
N
AutoCAD SHX Text
I
AutoCAD SHX Text
N
AutoCAD SHX Text
O
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
D
AutoCAD SHX Text
L
AutoCAD SHX Text
G
AutoCAD SHX Text
I
AutoCAD SHX Text
E
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
N
AutoCAD SHX Text
E
AutoCAD SHX Text
P
AutoCAD SHX Text
F
AutoCAD SHX Text
O
AutoCAD SHX Text
R
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
O
AutoCAD SHX Text
I
AutoCAD SHX Text
S
AutoCAD SHX Text
D
AutoCAD SHX Text
L
AutoCAD SHX Text
A
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
G
AutoCAD SHX Text
I
AutoCAD SHX Text
T
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
O
AutoCAD SHX Text
T
AutoCAD SHX Text
F
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
F
AutoCAD SHX Text
O
AutoCAD SHX Text
C
AutoCAD SHX Text
L
AutoCAD SHX Text
E
AutoCAD SHX Text
S
AutoCAD SHX Text
No. CR 1035
AutoCAD SHX Text
Exp. June 30, 2019
AutoCAD SHX Text
C
AutoCAD SHX Text
S
AutoCAD SHX Text
T
AutoCAD SHX Text
A
AutoCAD SHX Text
R
AutoCAD SHX Text
R
AutoCAD SHX Text
O
AutoCAD SHX Text
O
AutoCAD SHX Text
H
AutoCAD SHX Text
A
AutoCAD SHX Text
M
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
O
AutoCAD SHX Text
M
AutoCAD SHX Text
M
AutoCAD SHX Text
R
AutoCAD SHX Text
N
AutoCAD SHX Text
I
AutoCAD SHX Text
N
AutoCAD SHX Text
O
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
D
AutoCAD SHX Text
L
AutoCAD SHX Text
G
AutoCAD SHX Text
I
AutoCAD SHX Text
E
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
N
AutoCAD SHX Text
E
AutoCAD SHX Text
P
AutoCAD SHX Text
F
AutoCAD SHX Text
O
AutoCAD SHX Text
R
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
O
AutoCAD SHX Text
I
AutoCAD SHX Text
S
AutoCAD SHX Text
N
AutoCAD SHX Text
1" = 10'
AutoCAD SHX Text
scale
AutoCAD SHX Text
10
AutoCAD SHX Text
0
AutoCAD SHX Text
10
AutoCAD SHX Text
feet
AutoCAD SHX Text
20
AutoCAD SHX Text
N
AutoCAD SHX Text
S.M.A.R.T.D. APN 047-213-025
AutoCAD SHX Text
S.C.W.A. EASEMENT 1803 O.R. 054
AutoCAD SHX Text
A.P.N. 047-213-027 & 137-011-022
AutoCAD SHX Text
CORROSION TEST STATION, STATION 623+90
AutoCAD SHX Text
CORROSION TEST STATION, STATION 623+90
AutoCAD SHX Text
S.C.W.A. APN 047-213-026
AutoCAD SHX Text
A.P.N. 047-214-024

REVIEWED :

BYREVISIONDATENO.

SCALE :

DRAWN :

DATE :

FILE NAME:

CONTRACT NUMBER: NUMBER:

DRAWING

1100 Willow Pass CourtConcord, CA 94520-1006Phone: (925) 927-6630WWW.JDHCORROSION.COM

PETALUMA AQUEDUCT CATHODIC PROTECTION UPGRADE

SHEET 17 OF 30CP15

60-64-7 #2

####

CORROSION TEST STATION

7439_CP6,7,9,10,12,14-CP22 Rev9.4.dwg

TDH

9/27/17AS SHOWN

SITE 14 - VICINITY MAP & PLAN STA 630+90

ELY ROAD, PETALUMA

1100 Willow Pass CourtConcord, CA 94520-1006Phone: (925) 927-6630WWW.JDHCORROSION.COM

. PLAN .. VICINITY MAP .

SCALE: 1" = 100'

ELY ROAD

KEY NOTES:

ACCESS FROM SOUTH SIDE OF ELY ROAD THROUGH GATED PUMP

STATION ROAD. SEE SITE 13 VICINITY MAP ON DRAWING NUMBER CP14.

PETALUMA AQUEDUCT

CONSTRUCTION AREA (25' X 40')

SITE 14: FOR POST MOUNTED, CORROSION CONTROL TEST STATION

NEW POST AND TEST BOX PER DETAIL

PUMP STATION

EXISTING FENCE LINE

APPROXIMATE CENTERLINE OF RAILROAD TRACKS.

APPROX. 20' OF 1" PVC CONDUIT W/2 (TWO) TEST CABLES FROM THE

TEST STATION TO THE TOP OF THE PIPE AT STATION 630+90.

MAKE CABLE-TO-PIPE CONNECTIONS PER DETAIL .

1

4

CP25

2

3

4

5

6

S.M.A.R.T.D.

(60' WIDE)

APN 137-011-026

A.P.N. 047-213-027 & 137-011-022

S.C.W.A.EASEMENT

(25' WIDE)

1803 O.R. 054

1

1

2

2

4

4

3

5

6

7

CORROSION TEST STATION,

STATION 630+90

CORROSION TEST STATION,

STATION 630+90

7

8

8

4

CP25

9

9

AutoCAD SHX Text
BAR LENGTH ON ORIGINAL DRAWING EQUALS ONE INCH. ADJUST SCALE ACCORDINGLY
AutoCAD SHX Text
A G E N C Y
AutoCAD SHX Text
WATER
AutoCAD SHX Text
C 0 U N T Y
AutoCAD SHX Text
SONOMA
AutoCAD SHX Text
H:\Project Folders\2011 Contracts\11036 - SCWA - Petaluma Aqueduct CP System Design\Design\7439_CP Site Plans C3D\7439_CP6,7,9,10,12,14-CP22 Rev9.4
AutoCAD SHX Text
D
AutoCAD SHX Text
L
AutoCAD SHX Text
A
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
G
AutoCAD SHX Text
I
AutoCAD SHX Text
T
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
O
AutoCAD SHX Text
T
AutoCAD SHX Text
F
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
F
AutoCAD SHX Text
O
AutoCAD SHX Text
C
AutoCAD SHX Text
L
AutoCAD SHX Text
E
AutoCAD SHX Text
S
AutoCAD SHX Text
No. CR 1035
AutoCAD SHX Text
Exp. June 30, 2019
AutoCAD SHX Text
C
AutoCAD SHX Text
S
AutoCAD SHX Text
T
AutoCAD SHX Text
A
AutoCAD SHX Text
R
AutoCAD SHX Text
R
AutoCAD SHX Text
O
AutoCAD SHX Text
O
AutoCAD SHX Text
H
AutoCAD SHX Text
A
AutoCAD SHX Text
M
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
O
AutoCAD SHX Text
M
AutoCAD SHX Text
M
AutoCAD SHX Text
R
AutoCAD SHX Text
N
AutoCAD SHX Text
I
AutoCAD SHX Text
N
AutoCAD SHX Text
O
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
D
AutoCAD SHX Text
L
AutoCAD SHX Text
G
AutoCAD SHX Text
I
AutoCAD SHX Text
E
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
N
AutoCAD SHX Text
E
AutoCAD SHX Text
P
AutoCAD SHX Text
F
AutoCAD SHX Text
O
AutoCAD SHX Text
R
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
O
AutoCAD SHX Text
I
AutoCAD SHX Text
S
AutoCAD SHX Text
D
AutoCAD SHX Text
L
AutoCAD SHX Text
A
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
G
AutoCAD SHX Text
I
AutoCAD SHX Text
T
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
O
AutoCAD SHX Text
T
AutoCAD SHX Text
F
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
F
AutoCAD SHX Text
O
AutoCAD SHX Text
C
AutoCAD SHX Text
L
AutoCAD SHX Text
E
AutoCAD SHX Text
S
AutoCAD SHX Text
No. CR 1035
AutoCAD SHX Text
Exp. June 30, 2019
AutoCAD SHX Text
C
AutoCAD SHX Text
S
AutoCAD SHX Text
T
AutoCAD SHX Text
A
AutoCAD SHX Text
R
AutoCAD SHX Text
R
AutoCAD SHX Text
O
AutoCAD SHX Text
O
AutoCAD SHX Text
H
AutoCAD SHX Text
A
AutoCAD SHX Text
M
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
O
AutoCAD SHX Text
M
AutoCAD SHX Text
M
AutoCAD SHX Text
R
AutoCAD SHX Text
N
AutoCAD SHX Text
I
AutoCAD SHX Text
N
AutoCAD SHX Text
O
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
D
AutoCAD SHX Text
L
AutoCAD SHX Text
G
AutoCAD SHX Text
I
AutoCAD SHX Text
E
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
N
AutoCAD SHX Text
E
AutoCAD SHX Text
P
AutoCAD SHX Text
F
AutoCAD SHX Text
O
AutoCAD SHX Text
R
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
O
AutoCAD SHX Text
I
AutoCAD SHX Text
S
AutoCAD SHX Text
N
AutoCAD SHX Text
1" = 10'
AutoCAD SHX Text
scale
AutoCAD SHX Text
10
AutoCAD SHX Text
0
AutoCAD SHX Text
10
AutoCAD SHX Text
feet
AutoCAD SHX Text
20
AutoCAD SHX Text
N
AutoCAD SHX Text
S.M.A.R.T.D. APN 137-011-026
AutoCAD SHX Text
S.C.W.A. EASEMENT 1803 O.R. 054
AutoCAD SHX Text
A.P.N. 047-213-027 & 137-011-022

REVIEWED :

BYREVISIONDATENO.

SCALE :

DRAWN :

DATE :

FILE NAME:

CONTRACT NUMBER: NUMBER:

DRAWING

1100 Willow Pass CourtConcord, CA 94520-1006Phone: (925) 927-6630WWW.JDHCORROSION.COM

PETALUMA AQUEDUCT CATHODIC PROTECTION UPGRADE

SHEET 18 OF 30CP16

60-64-7 #2

####

CORROSION TEST STATION

7439_CP6,7,9,10,12,14-CP22 Rev9.4.dwg

TDH

9/27/17AS SHOWN

SITE 15 - VICINITY MAP & PLAN STA 641+80

ELY ROAD, PETALUMA

1100 Willow Pass CourtConcord, CA 94520-1006Phone: (925) 927-6630WWW.JDHCORROSION.COM

. PLAN .

SCALE: 1" = 10'

. VICINITY MAP .

SCALE: 1" = 100'

KEY NOTES:

ACCESS FROM SOUTH SIDE OF ELY ROAD

THROUGH GATED PUMP STATION ROAD.

SEE SITE 13 VICINITY MAP ON DRAWING

NUMBER CP14.

PETALUMA AQUEDUCT

CONSTRUCTION AREA

SITE 15: FOR POST MOUNTED, CORROSION

CONTROL TEST STATION NEW POST AND

TEST BOX PER DETAIL .

CENTERLINE OF S.M.A.R.T.D. EASEMENT

EXISTING FENCE LINE

RAILROAD TRACKS

APPROX. 20' OF 1" PVC CONDUIT W/2 (TWO)

TEST CABLES FROM THE TEST STATION TO

THE TOP OF THE PIPE AT STATION 641+80.

MAKE CABLE-TO-PIPE CONNECTIONS PER

DETAIL .

1

4

CP25

2

3

4

5

6

7

4

4

2

3

1

7

1

6

5

S.M.A.R.T.D.

(60' WIDE)

APN 137-011-026

S.C.W.A

EASEMENT

(25' WIDE)

1815 O.R. 931

. PLAN .

. VICINITY MAP .

SCALE: 1" = 100'

2

A.P.N. 037-011-024

8

8

2

CP26

9

9

AutoCAD SHX Text
BAR LENGTH ON ORIGINAL DRAWING EQUALS ONE INCH. ADJUST SCALE ACCORDINGLY
AutoCAD SHX Text
A G E N C Y
AutoCAD SHX Text
WATER
AutoCAD SHX Text
C 0 U N T Y
AutoCAD SHX Text
SONOMA
AutoCAD SHX Text
H:\Project Folders\2011 Contracts\11036 - SCWA - Petaluma Aqueduct CP System Design\Design\7439_CP Site Plans C3D\7439_CP6,7,9,10,12,14-CP22 Rev9.4
AutoCAD SHX Text
D
AutoCAD SHX Text
L
AutoCAD SHX Text
A
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
G
AutoCAD SHX Text
I
AutoCAD SHX Text
T
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
O
AutoCAD SHX Text
T
AutoCAD SHX Text
F
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
F
AutoCAD SHX Text
O
AutoCAD SHX Text
C
AutoCAD SHX Text
L
AutoCAD SHX Text
E
AutoCAD SHX Text
S
AutoCAD SHX Text
No. CR 1035
AutoCAD SHX Text
Exp. June 30, 2019
AutoCAD SHX Text
C
AutoCAD SHX Text
S
AutoCAD SHX Text
T
AutoCAD SHX Text
A
AutoCAD SHX Text
R
AutoCAD SHX Text
R
AutoCAD SHX Text
O
AutoCAD SHX Text
O
AutoCAD SHX Text
H
AutoCAD SHX Text
A
AutoCAD SHX Text
M
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
O
AutoCAD SHX Text
M
AutoCAD SHX Text
M
AutoCAD SHX Text
R
AutoCAD SHX Text
N
AutoCAD SHX Text
I
AutoCAD SHX Text
N
AutoCAD SHX Text
O
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
D
AutoCAD SHX Text
L
AutoCAD SHX Text
G
AutoCAD SHX Text
I
AutoCAD SHX Text
E
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
N
AutoCAD SHX Text
E
AutoCAD SHX Text
P
AutoCAD SHX Text
F
AutoCAD SHX Text
O
AutoCAD SHX Text
R
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
O
AutoCAD SHX Text
I
AutoCAD SHX Text
S
AutoCAD SHX Text
D
AutoCAD SHX Text
L
AutoCAD SHX Text
A
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
G
AutoCAD SHX Text
I
AutoCAD SHX Text
T
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
O
AutoCAD SHX Text
T
AutoCAD SHX Text
F
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
F
AutoCAD SHX Text
O
AutoCAD SHX Text
C
AutoCAD SHX Text
L
AutoCAD SHX Text
E
AutoCAD SHX Text
S
AutoCAD SHX Text
No. CR 1035
AutoCAD SHX Text
Exp. June 30, 2019
AutoCAD SHX Text
C
AutoCAD SHX Text
S
AutoCAD SHX Text
T
AutoCAD SHX Text
A
AutoCAD SHX Text
R
AutoCAD SHX Text
R
AutoCAD SHX Text
O
AutoCAD SHX Text
O
AutoCAD SHX Text
H
AutoCAD SHX Text
A
AutoCAD SHX Text
M
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
O
AutoCAD SHX Text
M
AutoCAD SHX Text
M
AutoCAD SHX Text
R
AutoCAD SHX Text
N
AutoCAD SHX Text
I
AutoCAD SHX Text
N
AutoCAD SHX Text
O
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
D
AutoCAD SHX Text
L
AutoCAD SHX Text
G
AutoCAD SHX Text
I
AutoCAD SHX Text
E
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
N
AutoCAD SHX Text
E
AutoCAD SHX Text
P
AutoCAD SHX Text
F
AutoCAD SHX Text
O
AutoCAD SHX Text
R
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
O
AutoCAD SHX Text
I
AutoCAD SHX Text
S
AutoCAD SHX Text
N
AutoCAD SHX Text
1" = 10'
AutoCAD SHX Text
scale
AutoCAD SHX Text
10
AutoCAD SHX Text
0
AutoCAD SHX Text
10
AutoCAD SHX Text
feet
AutoCAD SHX Text
20
AutoCAD SHX Text
N
AutoCAD SHX Text
CORROSION TEST STATION, STATION 641+80
AutoCAD SHX Text
CORROSION TEST STATION, STATION 641+80
AutoCAD SHX Text
S.M.A.R.T.D. APN 137-011-026
AutoCAD SHX Text
S.C.W.A. EASEMENT 1815 O.R. 931
AutoCAD SHX Text
N
AutoCAD SHX Text
1" = 10'
AutoCAD SHX Text
scale
AutoCAD SHX Text
10
AutoCAD SHX Text
0
AutoCAD SHX Text
10
AutoCAD SHX Text
feet
AutoCAD SHX Text
20
AutoCAD SHX Text
N
AutoCAD SHX Text
A.P.N. 037-011-024
AutoCAD SHX Text
APN 007-582-007
AutoCAD SHX Text
APN 007-582-009

REVIEWED :

BYREVISIONDATENO.

SCALE :

DRAWN :

DATE :

FILE NAME:

CONTRACT NUMBER: NUMBER:

DRAWING

1100 Willow Pass CourtConcord, CA 94520-1006Phone: (925) 927-6630WWW.JDHCORROSION.COM

PETALUMA AQUEDUCT CATHODIC PROTECTION UPGRADE

SHEET 19 OF 29CP17

60-64-7 #2

####

CORROSION TEST STATION

7439_CP 10-5-2016.dwg

TDH

9/27/17AS SHOWN

SITE 16 - VICINITY MAP & PLAN STA 719+60

SOUTHPOINT BLVD., PETALUMA

1100 Willow Pass CourtConcord, CA 94520-1006Phone: (925) 927-6630WWW.JDHCORROSION.COM

. PLAN .

SCALE: 1" = 10'

. VICINITY MAP .

SCALE: 1" = 100'

SOUTHPOINT BOULEVARD

A.P.N. 007-391-011

PARKING LOT

PARKING LOT

KEY NOTES:

ACCESS THROUGH SOUTHPOINT BLVD & CALIFORNIA DEPARTMENT OF MOTOR VEHICLES PARKING LOT ENTRANCE.

PETALUMA AQUEDUCT

CONSTRUCTION AREA (23' X 60')

SITE 16: PROVIDE FLUSH MOUNTED, CORROSION CONTROL TEST STATION PER DETAIL . MAKE CABLE-TO-PIPE CONNECTIONS

PER DETAIL .

CURB LINE (APPROXIMATE)

EXISTING FENCE LINE

PARKING LOT PAVEMENT

2" NATURAL GAS PIPELINE

ELECTRICAL LINE

AT&T LINE

CALIFORNIA DEPARTMENT OF MOTOR VEHICLES

OFFSET THE TEST STATION HORIZONTALLY 3 FEET OFF THE PIPELINE CENTERLINE.

CA TV LINE

1

2

CP25

2

3

4

5

6

7

1

1

2

2

3

4

4

5

5

5

6

7

8

9

10

11

8

9

10

11

S.C.W.A

EASEMENT

(25' WIDE)

1822 O.R. 77

S.M.A.R.T.D.

APN 007-391-038

CORROSION TEST STATION,

STATION 719+60

CORROSION TEST STATION,

STATION 719+60

12

55'

2

CP26

13

13

AutoCAD SHX Text
BAR LENGTH ON ORIGINAL DRAWING EQUALS ONE INCH. ADJUST SCALE ACCORDINGLY
AutoCAD SHX Text
A G E N C Y
AutoCAD SHX Text
WATER
AutoCAD SHX Text
C 0 U N T Y
AutoCAD SHX Text
SONOMA
AutoCAD SHX Text
H:\Project Folders\2011 Contracts\11036 - SCWA - Petaluma Aqueduct CP System Design\Design\7439_CP Site Plans C3D\7439_CP17 Rev9.4
AutoCAD SHX Text
D
AutoCAD SHX Text
L
AutoCAD SHX Text
A
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
G
AutoCAD SHX Text
I
AutoCAD SHX Text
T
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
O
AutoCAD SHX Text
T
AutoCAD SHX Text
F
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
F
AutoCAD SHX Text
O
AutoCAD SHX Text
C
AutoCAD SHX Text
L
AutoCAD SHX Text
E
AutoCAD SHX Text
S
AutoCAD SHX Text
No. CR 1035
AutoCAD SHX Text
Exp. June 30, 2019
AutoCAD SHX Text
C
AutoCAD SHX Text
S
AutoCAD SHX Text
T
AutoCAD SHX Text
A
AutoCAD SHX Text
R
AutoCAD SHX Text
R
AutoCAD SHX Text
O
AutoCAD SHX Text
O
AutoCAD SHX Text
H
AutoCAD SHX Text
A
AutoCAD SHX Text
M
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
O
AutoCAD SHX Text
M
AutoCAD SHX Text
M
AutoCAD SHX Text
R
AutoCAD SHX Text
N
AutoCAD SHX Text
I
AutoCAD SHX Text
N
AutoCAD SHX Text
O
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
D
AutoCAD SHX Text
L
AutoCAD SHX Text
G
AutoCAD SHX Text
I
AutoCAD SHX Text
E
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
N
AutoCAD SHX Text
E
AutoCAD SHX Text
P
AutoCAD SHX Text
F
AutoCAD SHX Text
O
AutoCAD SHX Text
R
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
O
AutoCAD SHX Text
I
AutoCAD SHX Text
S
AutoCAD SHX Text
D
AutoCAD SHX Text
L
AutoCAD SHX Text
A
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
G
AutoCAD SHX Text
I
AutoCAD SHX Text
T
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
O
AutoCAD SHX Text
T
AutoCAD SHX Text
F
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
F
AutoCAD SHX Text
O
AutoCAD SHX Text
C
AutoCAD SHX Text
L
AutoCAD SHX Text
E
AutoCAD SHX Text
S
AutoCAD SHX Text
No. CR 1035
AutoCAD SHX Text
Exp. June 30, 2019
AutoCAD SHX Text
C
AutoCAD SHX Text
S
AutoCAD SHX Text
T
AutoCAD SHX Text
A
AutoCAD SHX Text
R
AutoCAD SHX Text
R
AutoCAD SHX Text
O
AutoCAD SHX Text
O
AutoCAD SHX Text
H
AutoCAD SHX Text
A
AutoCAD SHX Text
M
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
O
AutoCAD SHX Text
M
AutoCAD SHX Text
M
AutoCAD SHX Text
R
AutoCAD SHX Text
N
AutoCAD SHX Text
I
AutoCAD SHX Text
N
AutoCAD SHX Text
O
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
D
AutoCAD SHX Text
L
AutoCAD SHX Text
G
AutoCAD SHX Text
I
AutoCAD SHX Text
E
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
N
AutoCAD SHX Text
E
AutoCAD SHX Text
P
AutoCAD SHX Text
F
AutoCAD SHX Text
O
AutoCAD SHX Text
R
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
O
AutoCAD SHX Text
I
AutoCAD SHX Text
S
AutoCAD SHX Text
N
AutoCAD SHX Text
1" = 10'
AutoCAD SHX Text
scale
AutoCAD SHX Text
10
AutoCAD SHX Text
0
AutoCAD SHX Text
10
AutoCAD SHX Text
feet
AutoCAD SHX Text
20
AutoCAD SHX Text
N
AutoCAD SHX Text
N
AutoCAD SHX Text
S.C.W.A. EASEMENT 1822 O.R. 77
AutoCAD SHX Text
APN 007-391-011
AutoCAD SHX Text
APN 007-391-036
AutoCAD SHX Text
APN 007-391-038
AutoCAD SHX Text
G
AutoCAD SHX Text
G
AutoCAD SHX Text
G
AutoCAD SHX Text
G
AutoCAD SHX Text
G

REVIEWED :

BYREVISIONDATENO.

SCALE :

DRAWN :

DATE :

FILE NAME:

CONTRACT NUMBER: NUMBER:

DRAWING

1100 Willow Pass CourtConcord, CA 94520-1006Phone: (925) 927-6630WWW.JDHCORROSION.COM

PETALUMA AQUEDUCT CATHODIC PROTECTION UPGRADE

SHEET 20 OF 30CP18

60-64-7 #2

####

CORROSION TEST STATION

7439_CP6,7,9,10,12,14-CP22 Rev9.4.dwg

TDH

9/27/17AS SHOWN

SITE 17 - VICINITY MAP & PLAN STA 804+00

PETALUMA BLVD. NORTH, PETALUMA

1100 Willow Pass CourtConcord, CA 94520-1006Phone: (925) 927-6630WWW.JDHCORROSION.COM

. PLAN .

. VICINITY MAP .

SCALE: 1" = 100'

WASHIN

GTON S

TREET

PETALUMA

BLVD NORTH

CORROSION TEST

STATION

STA 804+00

PETALUMA BLVD NORTH

PARKING LOT

PARKING LOT

MARY S

TREET

KEY NOTES:

CURB LINE (APPROXIMATE)

PETALUMA AQUEDUCT.

PROPOSED ENCROACHMENT AREA: 20' X 30'. (ENCROACHMENT PERMIT NEEDED). THE PROPOSED ENCROACHMENT PERMIT AREA IS ONLY

TENTATIVE. THE AREA WILL BE DETERMINED BY THE CITY OF PETALUMA WHEN THE CONTRACTOR SUBMITS TRAFFIC CONTROL PLAN.

SITE 17: FLUSH MOUNTED CORROSION TEST STATION PER DETAIL . MAKE CABLE-TO-PIPE CONNECTIONS PER DETAIL .

CITY WATER

AT&T LINE

NATURAL GAS PIPELINE

ELECTRICAL LINE

PARKING LANE EDGE

SIDEWALK

OFFSET THE TEST STATION HORIZONTALLY 3 FEET OFF THE PIPELINE CENTERLINE.

1

2

CP25

2

3

4

1

1

1

2

2

3

CORROSION TEST

STATION (FLUSH)

STA 804+00

4

4

5

6

7

8

9

10

5

6

7

8

9

10

10

A

P

N

0

0

6

-

2

8

3

-

0

1

4

9

2

CP26

11

AutoCAD SHX Text
WM
AutoCAD SHX Text
WM
AutoCAD SHX Text
WM
AutoCAD SHX Text
BAR LENGTH ON ORIGINAL DRAWING EQUALS ONE INCH. ADJUST SCALE ACCORDINGLY
AutoCAD SHX Text
A G E N C Y
AutoCAD SHX Text
WATER
AutoCAD SHX Text
C 0 U N T Y
AutoCAD SHX Text
SONOMA
AutoCAD SHX Text
H:\Project Folders\2011 Contracts\11036 - SCWA - Petaluma Aqueduct CP System Design\Design\7439_CP Site Plans C3D\7439_CP6,7,9,10,12,14-CP22 Rev9.4
AutoCAD SHX Text
D
AutoCAD SHX Text
L
AutoCAD SHX Text
A
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
G
AutoCAD SHX Text
I
AutoCAD SHX Text
T
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
O
AutoCAD SHX Text
T
AutoCAD SHX Text
F
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
F
AutoCAD SHX Text
O
AutoCAD SHX Text
C
AutoCAD SHX Text
L
AutoCAD SHX Text
E
AutoCAD SHX Text
S
AutoCAD SHX Text
No. CR 1035
AutoCAD SHX Text
Exp. June 30, 2019
AutoCAD SHX Text
C
AutoCAD SHX Text
S
AutoCAD SHX Text
T
AutoCAD SHX Text
A
AutoCAD SHX Text
R
AutoCAD SHX Text
R
AutoCAD SHX Text
O
AutoCAD SHX Text
O
AutoCAD SHX Text
H
AutoCAD SHX Text
A
AutoCAD SHX Text
M
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
O
AutoCAD SHX Text
M
AutoCAD SHX Text
M
AutoCAD SHX Text
R
AutoCAD SHX Text
N
AutoCAD SHX Text
I
AutoCAD SHX Text
N
AutoCAD SHX Text
O
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
D
AutoCAD SHX Text
L
AutoCAD SHX Text
G
AutoCAD SHX Text
I
AutoCAD SHX Text
E
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
N
AutoCAD SHX Text
E
AutoCAD SHX Text
P
AutoCAD SHX Text
F
AutoCAD SHX Text
O
AutoCAD SHX Text
R
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
O
AutoCAD SHX Text
I
AutoCAD SHX Text
S
AutoCAD SHX Text
D
AutoCAD SHX Text
L
AutoCAD SHX Text
A
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
G
AutoCAD SHX Text
I
AutoCAD SHX Text
T
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
O
AutoCAD SHX Text
T
AutoCAD SHX Text
F
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
F
AutoCAD SHX Text
O
AutoCAD SHX Text
C
AutoCAD SHX Text
L
AutoCAD SHX Text
E
AutoCAD SHX Text
S
AutoCAD SHX Text
No. CR 1035
AutoCAD SHX Text
Exp. June 30, 2019
AutoCAD SHX Text
C
AutoCAD SHX Text
S
AutoCAD SHX Text
T
AutoCAD SHX Text
A
AutoCAD SHX Text
R
AutoCAD SHX Text
R
AutoCAD SHX Text
O
AutoCAD SHX Text
O
AutoCAD SHX Text
H
AutoCAD SHX Text
A
AutoCAD SHX Text
M
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
O
AutoCAD SHX Text
M
AutoCAD SHX Text
M
AutoCAD SHX Text
R
AutoCAD SHX Text
N
AutoCAD SHX Text
I
AutoCAD SHX Text
N
AutoCAD SHX Text
O
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
D
AutoCAD SHX Text
L
AutoCAD SHX Text
G
AutoCAD SHX Text
I
AutoCAD SHX Text
E
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
N
AutoCAD SHX Text
E
AutoCAD SHX Text
P
AutoCAD SHX Text
F
AutoCAD SHX Text
O
AutoCAD SHX Text
R
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
O
AutoCAD SHX Text
I
AutoCAD SHX Text
S
AutoCAD SHX Text
N
AutoCAD SHX Text
1" = 10'
AutoCAD SHX Text
scale
AutoCAD SHX Text
10
AutoCAD SHX Text
0
AutoCAD SHX Text
10
AutoCAD SHX Text
feet
AutoCAD SHX Text
20
AutoCAD SHX Text
N
AutoCAD SHX Text
APN 006-283-014

REVIEWED :

BYREVISIONDATENO.

SCALE :

DRAWN :

DATE :

FILE NAME:

CONTRACT NUMBER: NUMBER:

DRAWING

1100 Willow Pass CourtConcord, CA 94520-1006Phone: (925) 927-6630WWW.JDHCORROSION.COM

PETALUMA AQUEDUCT CATHODIC PROTECTION UPGRADE

SHEET 21 OF 30CP19

60-64-7 #2

####

CORROSION TEST STATION

7439_CP6,7,9,10,12,14-CP22 Rev9.4.dwg

TDH

9/27/17AS SHOWN

SITE 18 - VICINITY MAP & PLAN STA 816+50

PETALUMA BLVD. SOUTH, PETALUMA

1100 Willow Pass CourtConcord, CA 94520-1006Phone: (925) 927-6630WWW.JDHCORROSION.COM

. PLAN .

. VICINITY MAP .

SCALE: 1" = 100'

B STREET

PETALUMA BLVD SOUTH

PETALUMA BLVD SOUTH

CORROSION TEST

STATION

STA 816+50

B STREET

B STREET

GREAT PETALUMA MILL

SHOPPING CENTER

APN 008-054-005

P

A

R

K

I

N

G

P

A

R

K

I

N

G

L

A

N

E

KEY NOTES:

CURB LINE (APPROXIMATE)

PETALUMA AQUEDUCT

PROPOSED ENCROACHMENT AREA: 25' X 35'. (ENCROACHMENT PERMIT NEEDED). THE PROPOSED ENCROACHMENT PERMIT AREA IS ONLY

TENTATIVE. THE AREA WILL BE DETERMINED BY THE CITY OF PETALUMA WHEN THE CONTRACTOR SUBMITS TRAFFIC CONTROL PLAN.

SITE 18: FLUSH MOUNTED CORROSION TEST STATION PER DETAIL . MAKE CABLE-TO-PIPE CONNECTIONS PER DETAIL .

CITY WATER

AT&T LINE

NATURAL GAS PIPELINE

CONCRETE APRON

CROSSWALK W/BRICKWORK EDGES (TYP)

CITY SANITARY SEWER (TYP)

SIDEWALK

OFFSET THE TEST STATION HORIZONTALLY 3 FEET OFF THE PIPELINE CENTERLINE.

1

2

CP25

2

3

4

1

1

2

3

4

CORROSION TEST

STATION

STA 816+50

4

P

A

R

K

I

N

G

L

A

N

E

2

P

A

R

K

I

N

G

L

A

N

E

5

6

7

8

9

10

11

6

7

8

9

10

11

5

2

CP26

12

AutoCAD SHX Text
T
AutoCAD SHX Text
T
AutoCAD SHX Text
T
AutoCAD SHX Text
BAR LENGTH ON ORIGINAL DRAWING EQUALS ONE INCH. ADJUST SCALE ACCORDINGLY
AutoCAD SHX Text
A G E N C Y
AutoCAD SHX Text
WATER
AutoCAD SHX Text
C 0 U N T Y
AutoCAD SHX Text
SONOMA
AutoCAD SHX Text
H:\Project Folders\2011 Contracts\11036 - SCWA - Petaluma Aqueduct CP System Design\Design\7439_CP Site Plans C3D\7439_CP6,7,9,10,12,14-CP22 Rev9.4
AutoCAD SHX Text
D
AutoCAD SHX Text
L
AutoCAD SHX Text
A
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
G
AutoCAD SHX Text
I
AutoCAD SHX Text
T
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
O
AutoCAD SHX Text
T
AutoCAD SHX Text
F
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
F
AutoCAD SHX Text
O
AutoCAD SHX Text
C
AutoCAD SHX Text
L
AutoCAD SHX Text
E
AutoCAD SHX Text
S
AutoCAD SHX Text
No. CR 1035
AutoCAD SHX Text
Exp. June 30, 2019
AutoCAD SHX Text
C
AutoCAD SHX Text
S
AutoCAD SHX Text
T
AutoCAD SHX Text
A
AutoCAD SHX Text
R
AutoCAD SHX Text
R
AutoCAD SHX Text
O
AutoCAD SHX Text
O
AutoCAD SHX Text
H
AutoCAD SHX Text
A
AutoCAD SHX Text
M
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
O
AutoCAD SHX Text
M
AutoCAD SHX Text
M
AutoCAD SHX Text
R
AutoCAD SHX Text
N
AutoCAD SHX Text
I
AutoCAD SHX Text
N
AutoCAD SHX Text
O
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
D
AutoCAD SHX Text
L
AutoCAD SHX Text
G
AutoCAD SHX Text
I
AutoCAD SHX Text
E
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
N
AutoCAD SHX Text
E
AutoCAD SHX Text
P
AutoCAD SHX Text
F
AutoCAD SHX Text
O
AutoCAD SHX Text
R
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
O
AutoCAD SHX Text
I
AutoCAD SHX Text
S
AutoCAD SHX Text
D
AutoCAD SHX Text
L
AutoCAD SHX Text
A
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
G
AutoCAD SHX Text
I
AutoCAD SHX Text
T
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
O
AutoCAD SHX Text
T
AutoCAD SHX Text
F
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
F
AutoCAD SHX Text
O
AutoCAD SHX Text
C
AutoCAD SHX Text
L
AutoCAD SHX Text
E
AutoCAD SHX Text
S
AutoCAD SHX Text
No. CR 1035
AutoCAD SHX Text
Exp. June 30, 2019
AutoCAD SHX Text
C
AutoCAD SHX Text
S
AutoCAD SHX Text
T
AutoCAD SHX Text
A
AutoCAD SHX Text
R
AutoCAD SHX Text
R
AutoCAD SHX Text
O
AutoCAD SHX Text
O
AutoCAD SHX Text
H
AutoCAD SHX Text
A
AutoCAD SHX Text
M
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
O
AutoCAD SHX Text
M
AutoCAD SHX Text
M
AutoCAD SHX Text
R
AutoCAD SHX Text
N
AutoCAD SHX Text
I
AutoCAD SHX Text
N
AutoCAD SHX Text
O
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
D
AutoCAD SHX Text
L
AutoCAD SHX Text
G
AutoCAD SHX Text
I
AutoCAD SHX Text
E
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
N
AutoCAD SHX Text
E
AutoCAD SHX Text
P
AutoCAD SHX Text
F
AutoCAD SHX Text
O
AutoCAD SHX Text
R
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
O
AutoCAD SHX Text
I
AutoCAD SHX Text
S
AutoCAD SHX Text
N
AutoCAD SHX Text
1" = 10'
AutoCAD SHX Text
scale
AutoCAD SHX Text
10
AutoCAD SHX Text
0
AutoCAD SHX Text
10
AutoCAD SHX Text
feet
AutoCAD SHX Text
20
AutoCAD SHX Text
N
AutoCAD SHX Text
APN 008-053-009
AutoCAD SHX Text
APN 008-053-008
AutoCAD SHX Text
APN 008-053-007
AutoCAD SHX Text
APN 008- 063-009
AutoCAD SHX Text
APN 008-063-008
AutoCAD SHX Text
APN 008-063-011
AutoCAD SHX Text
APN 008-063-006
AutoCAD SHX Text
APN 008-063-007
AutoCAD SHX Text
APN 008-054-004
AutoCAD SHX Text
APN 008-054-005
AutoCAD SHX Text
APN 008-065-006

REVIEWED :

BYREVISIONDATENO.

SCALE :

DRAWN :

DATE :

FILE NAME:

CONTRACT NUMBER: NUMBER:

DRAWING

1100 Willow Pass CourtConcord, CA 94520-1006Phone: (925) 927-6630WWW.JDHCORROSION.COM

PETALUMA AQUEDUCT CATHODIC PROTECTION UPGRADE

SHEET 22 OF 30CP20

60-64-7 #2

####

CORROSION TEST STATION

7439_CP6,7,9,10,12,14-CP22 Rev9.4.dwg

TDH

9/27/17AS SHOWN

SITE 19 - VICINITY MAP & PLAN STA 831+25

PETALUMA BLVD. SOUTH, PETALUMA

1100 Willow Pass CourtConcord, CA 94520-1006Phone: (925) 927-6630WWW.JDHCORROSION.COM

. PLAN .

. VICINITY MAP .

SCALE: 1" = 100'

PINKY'S PIZZA PARLOR

APN 008-125-014

P

A

R

K

I

N

G

L

O

T

KEY NOTES:

CURB LINE (APPROXMATE)

PETALUMA AQUEDUCT

PROPOSED ENCROACHMENT AREA: 20' X 30'. (ENCROACHMENT PERMIT NEEDED). THE PROPOSED ENCROACHMENT PERMIT AREA IS ONLY

TENTATIVE. THE AREA WILL BE DETERMINED BY THE CITY OF PETALUMA WHEN THE CONTRACTOR SUBMITS TRAFFIC CONTROL PLAN.

SITE 19: FLUSH MOUNTED CORROSION TEST STATION PER DETAIL . MAKE CABLE-TO-PIPE CONNECTIONS PER DETAIL .

SANITARY SEWER LINE

CITY WATER

SIDEWALK

CROSSWALK

OFFSET THE TEST STATION HORIZONTALLY 3 FEET OFF THE PIPELINE CENTERLINE.

1

2

CP25

2

3

4

5

6

7

8

2

3

1

1

7

7

F STREET

F STREET

F STREET

2

CORROSION TEST STATION,

STATION 831+25

CORROSION TEST STATION,

STATION 831+25

4

PETALUMA BLVD SOUTHPETALUMA BLVD SOUTH

8

6

5

5

4

APN 008-125-008

APN 008-113-005

APN 008-113-006

2

CP26

9

AutoCAD SHX Text
S
AutoCAD SHX Text
S
AutoCAD SHX Text
S
AutoCAD SHX Text
S
AutoCAD SHX Text
BAR LENGTH ON ORIGINAL DRAWING EQUALS ONE INCH. ADJUST SCALE ACCORDINGLY
AutoCAD SHX Text
A G E N C Y
AutoCAD SHX Text
WATER
AutoCAD SHX Text
C 0 U N T Y
AutoCAD SHX Text
SONOMA
AutoCAD SHX Text
H:\Project Folders\2011 Contracts\11036 - SCWA - Petaluma Aqueduct CP System Design\Design\7439_CP Site Plans C3D\7439_CP6,7,9,10,12,14-CP22 Rev9.4
AutoCAD SHX Text
D
AutoCAD SHX Text
L
AutoCAD SHX Text
A
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
G
AutoCAD SHX Text
I
AutoCAD SHX Text
T
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
O
AutoCAD SHX Text
T
AutoCAD SHX Text
F
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
F
AutoCAD SHX Text
O
AutoCAD SHX Text
C
AutoCAD SHX Text
L
AutoCAD SHX Text
E
AutoCAD SHX Text
S
AutoCAD SHX Text
No. CR 1035
AutoCAD SHX Text
Exp. June 30, 2019
AutoCAD SHX Text
C
AutoCAD SHX Text
S
AutoCAD SHX Text
T
AutoCAD SHX Text
A
AutoCAD SHX Text
R
AutoCAD SHX Text
R
AutoCAD SHX Text
O
AutoCAD SHX Text
O
AutoCAD SHX Text
H
AutoCAD SHX Text
A
AutoCAD SHX Text
M
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
O
AutoCAD SHX Text
M
AutoCAD SHX Text
M
AutoCAD SHX Text
R
AutoCAD SHX Text
N
AutoCAD SHX Text
I
AutoCAD SHX Text
N
AutoCAD SHX Text
O
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
D
AutoCAD SHX Text
L
AutoCAD SHX Text
G
AutoCAD SHX Text
I
AutoCAD SHX Text
E
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
N
AutoCAD SHX Text
E
AutoCAD SHX Text
P
AutoCAD SHX Text
F
AutoCAD SHX Text
O
AutoCAD SHX Text
R
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
O
AutoCAD SHX Text
I
AutoCAD SHX Text
S
AutoCAD SHX Text
D
AutoCAD SHX Text
L
AutoCAD SHX Text
A
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
G
AutoCAD SHX Text
I
AutoCAD SHX Text
T
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
O
AutoCAD SHX Text
T
AutoCAD SHX Text
F
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
F
AutoCAD SHX Text
O
AutoCAD SHX Text
C
AutoCAD SHX Text
L
AutoCAD SHX Text
E
AutoCAD SHX Text
S
AutoCAD SHX Text
No. CR 1035
AutoCAD SHX Text
Exp. June 30, 2019
AutoCAD SHX Text
C
AutoCAD SHX Text
S
AutoCAD SHX Text
T
AutoCAD SHX Text
A
AutoCAD SHX Text
R
AutoCAD SHX Text
R
AutoCAD SHX Text
O
AutoCAD SHX Text
O
AutoCAD SHX Text
H
AutoCAD SHX Text
A
AutoCAD SHX Text
M
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
O
AutoCAD SHX Text
M
AutoCAD SHX Text
M
AutoCAD SHX Text
R
AutoCAD SHX Text
N
AutoCAD SHX Text
I
AutoCAD SHX Text
N
AutoCAD SHX Text
O
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
D
AutoCAD SHX Text
L
AutoCAD SHX Text
G
AutoCAD SHX Text
I
AutoCAD SHX Text
E
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
N
AutoCAD SHX Text
E
AutoCAD SHX Text
P
AutoCAD SHX Text
F
AutoCAD SHX Text
O
AutoCAD SHX Text
R
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
O
AutoCAD SHX Text
I
AutoCAD SHX Text
S
AutoCAD SHX Text
N
AutoCAD SHX Text
1" = 10'
AutoCAD SHX Text
scale
AutoCAD SHX Text
10
AutoCAD SHX Text
0
AutoCAD SHX Text
10
AutoCAD SHX Text
feet
AutoCAD SHX Text
20
AutoCAD SHX Text
N
AutoCAD SHX Text
APN 008-125-014
AutoCAD SHX Text
APN 008-125-008
AutoCAD SHX Text
APN 008- 125-007
AutoCAD SHX Text
APN 008-125-005
AutoCAD SHX Text
APN 008-113-006
AutoCAD SHX Text
APN 008-113-005
AutoCAD SHX Text
APN 008-113-004
AutoCAD SHX Text
APN 008-113-003
AutoCAD SHX Text
APN 008-127-010

REVIEWED :

BYREVISIONDATENO.

SCALE :

DRAWN :

DATE :

FILE NAME:

CONTRACT NUMBER: NUMBER:

DRAWING

1100 Willow Pass CourtConcord, CA 94520-1006Phone: (925) 927-6630WWW.JDHCORROSION.COM

PETALUMA AQUEDUCT CATHODIC PROTECTION UPGRADE

SHEET 23 OF 30CP21

60-64-7 #2

####

CORROSION TEST STATION

7439_CP6,7,9,10,12,14-CP22 Rev9.4.dwg

TDH

9/27/17AS SHOWN

SITE 20 - VICINITY MAP & PLAN STA 841+90

PETALUMA BLVD. SOUTH, PETALUMA

1100 Willow Pass CourtConcord, CA 94520-1006Phone: (925) 927-6630WWW.JDHCORROSION.COM

. PLAN .

. VICINITY MAP .

SCALE: 1" = 100'

H STREET

PETALUMA BLVD SOUTH

PETALUMA AUTO CRAFT

APN 008-194-025

SERVICE CONNECTION

PIPE NOT CONFIRMED

KEY NOTES:

CURB LINE (APPROXIMATE)

PETALUMA AQUEDUCT

PROPOSED ENCROACHMENT AREA: 20' X 30'. (ENCROACHMENT PERMIT NEEDED). THE PROPOSED ENCROACHMENT PERMIT AREA IS ONLY

TENTATIVE. THE AREA WILL BE DETERMINED BY THE CITY OF PETALUMA WHEN THE CONTRACTOR SUBMITS TRAFFIC CONTROL PLAN.

SITE 20: FLUSH MOUNTED CORROSION TEST STATION PER DETAIL . MAKE CABLE-TO-PIPE CONNECTIONS PER DETAIL .

SANITARY SEWER LINE

NATURAL GAS LINE

CITY WATER

PARKING LANE

SIDEWALK

OFFSET THE TEST STATION HORIZONTALLY 3 FEET OFF THE PIPELINE CENTERLINE.

1

2

CP25

2

3

4

5

6

7

2

1

1

3

4

7

5

5

6

8

9

8

9

PETALUMA BLVD SOUTH

CORROSION TEST STATION,

STATION 841+90

4

2

7

APN 008-194-026

APN 008-194-034

APN 008-266-009

APN 008-266-010

CORROSION TEST STATION,

STATION 841+90

I STREET

1

2

CP26

10

AutoCAD SHX Text
S
AutoCAD SHX Text
S
AutoCAD SHX Text
S
AutoCAD SHX Text
D
AutoCAD SHX Text
WM
AutoCAD SHX Text
WM
AutoCAD SHX Text
aq
AutoCAD SHX Text
aq
AutoCAD SHX Text
aq
AutoCAD SHX Text
WM
AutoCAD SHX Text
WM
AutoCAD SHX Text
WM
AutoCAD SHX Text
WM
AutoCAD SHX Text
WM
AutoCAD SHX Text
WM
AutoCAD SHX Text
BAR LENGTH ON ORIGINAL DRAWING EQUALS ONE INCH. ADJUST SCALE ACCORDINGLY
AutoCAD SHX Text
A G E N C Y
AutoCAD SHX Text
WATER
AutoCAD SHX Text
C 0 U N T Y
AutoCAD SHX Text
SONOMA
AutoCAD SHX Text
H:\Project Folders\2011 Contracts\11036 - SCWA - Petaluma Aqueduct CP System Design\Design\7439_CP Site Plans C3D\7439_CP6,7,9,10,12,14-CP22 Rev9.4
AutoCAD SHX Text
D
AutoCAD SHX Text
L
AutoCAD SHX Text
A
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
G
AutoCAD SHX Text
I
AutoCAD SHX Text
T
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
O
AutoCAD SHX Text
T
AutoCAD SHX Text
F
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
F
AutoCAD SHX Text
O
AutoCAD SHX Text
C
AutoCAD SHX Text
L
AutoCAD SHX Text
E
AutoCAD SHX Text
S
AutoCAD SHX Text
No. CR 1035
AutoCAD SHX Text
Exp. June 30, 2019
AutoCAD SHX Text
C
AutoCAD SHX Text
S
AutoCAD SHX Text
T
AutoCAD SHX Text
A
AutoCAD SHX Text
R
AutoCAD SHX Text
R
AutoCAD SHX Text
O
AutoCAD SHX Text
O
AutoCAD SHX Text
H
AutoCAD SHX Text
A
AutoCAD SHX Text
M
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
O
AutoCAD SHX Text
M
AutoCAD SHX Text
M
AutoCAD SHX Text
R
AutoCAD SHX Text
N
AutoCAD SHX Text
I
AutoCAD SHX Text
N
AutoCAD SHX Text
O
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
D
AutoCAD SHX Text
L
AutoCAD SHX Text
G
AutoCAD SHX Text
I
AutoCAD SHX Text
E
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
N
AutoCAD SHX Text
E
AutoCAD SHX Text
P
AutoCAD SHX Text
F
AutoCAD SHX Text
O
AutoCAD SHX Text
R
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
O
AutoCAD SHX Text
I
AutoCAD SHX Text
S
AutoCAD SHX Text
D
AutoCAD SHX Text
L
AutoCAD SHX Text
A
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
G
AutoCAD SHX Text
I
AutoCAD SHX Text
T
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
O
AutoCAD SHX Text
T
AutoCAD SHX Text
F
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
F
AutoCAD SHX Text
O
AutoCAD SHX Text
C
AutoCAD SHX Text
L
AutoCAD SHX Text
E
AutoCAD SHX Text
S
AutoCAD SHX Text
No. CR 1035
AutoCAD SHX Text
Exp. June 30, 2019
AutoCAD SHX Text
C
AutoCAD SHX Text
S
AutoCAD SHX Text
T
AutoCAD SHX Text
A
AutoCAD SHX Text
R
AutoCAD SHX Text
R
AutoCAD SHX Text
O
AutoCAD SHX Text
O
AutoCAD SHX Text
H
AutoCAD SHX Text
A
AutoCAD SHX Text
M
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
O
AutoCAD SHX Text
M
AutoCAD SHX Text
M
AutoCAD SHX Text
R
AutoCAD SHX Text
N
AutoCAD SHX Text
I
AutoCAD SHX Text
N
AutoCAD SHX Text
O
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
D
AutoCAD SHX Text
L
AutoCAD SHX Text
G
AutoCAD SHX Text
I
AutoCAD SHX Text
E
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
N
AutoCAD SHX Text
E
AutoCAD SHX Text
P
AutoCAD SHX Text
F
AutoCAD SHX Text
O
AutoCAD SHX Text
R
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
O
AutoCAD SHX Text
I
AutoCAD SHX Text
S
AutoCAD SHX Text
N
AutoCAD SHX Text
1" = 10'
AutoCAD SHX Text
scale
AutoCAD SHX Text
10
AutoCAD SHX Text
0
AutoCAD SHX Text
10
AutoCAD SHX Text
feet
AutoCAD SHX Text
20
AutoCAD SHX Text
N
AutoCAD SHX Text
APN 008-266-010
AutoCAD SHX Text
APN 008-266-012
AutoCAD SHX Text
APN 008-266-009
AutoCAD SHX Text
APN 008-266-008
AutoCAD SHX Text
APN 008-266-007
AutoCAD SHX Text
APN 008- 194-026
AutoCAD SHX Text
APN 008-194-025
AutoCAD SHX Text
APN 008-194-034
AutoCAD SHX Text
APN 008-194-010
AutoCAD SHX Text
APN 008- 194-012
AutoCAD SHX Text
APN 008- 194-013
AutoCAD SHX Text
APN 008-194-027
AutoCAD SHX Text
APN 008-194-028

REVIEWED :

BYREVISIONDATENO.

SCALE :

DRAWN :

DATE :

FILE NAME:

CONTRACT NUMBER: NUMBER:

DRAWING

1100 Willow Pass CourtConcord, CA 94520-1006Phone: (925) 927-6630WWW.JDHCORROSION.COM

PETALUMA AQUEDUCT CATHODIC PROTECTION UPGRADE

SHEET 24 OF 30CP22

60-64-7 #2

####

CORROSION TEST STATION

7439_CP6,7,9,10,12,14-CP22 Rev9.4.dwg

TDH

9/27/17AS SHOWN

1100 Willow Pass CourtConcord, CA 94520-1006Phone: (925) 927-6630WWW.JDHCORROSION.COM

SITE 21 - VICINITY MAP & PLAN STA 855+00

PETALUMA BLVD. SOUTH, PETALUMA

. PLAN .

. VICINITY MAP .

SCALE: 1" = 100'

PETALUMA BLVD SOUTH

K STREET

CASTILLO CARPET SERVICE

APN 008-313-017

KEY NOTES:

CURB LINE (APPROXIMATE)

PETALUMA AQUEDUCT

PROPOSED ENCROACHMENT AREA: 20' X 30'. (ENCROACHMENT PERMIT NEEDED). THE PROPOSED ENCROACHMENT PERMIT AREA IS ONLY

TENTATIVE. THE AREA WILL BE DETERMINED BY THE CITY OF PETALUMA WHEN THE CONTRACTOR SUBMITS TRAFFIC CONTROL PLAN.

SITE 21: FLUSH MOUNTED CORROSION TEST STATION PER DETAIL . MAKE CABLE-TO-PIPE CONNECTIONS PER DETAIL .

SANITARY SEWER LINE.

CITY WATER

SIDEWALK

OFFSET THE TEST STATION HORIZONTALLY 3 FEET OFF THE PIPELINE CENTERLINE.

1

2

CP25

2

3

4

2

3

1

1

5

6

7

7

7

6

6

5

4

CORROSION TEST STATION,

STATION 855+00

4

2

PETALUMA BLVD SOUTH

APN 008-301-008

MOUNTAIN

VIEW AVENUE

APN 008-313-039

CORROSION TEST STATION,

STATION 855+00

2

CP26

8

AutoCAD SHX Text
BAR LENGTH ON ORIGINAL DRAWING EQUALS ONE INCH. ADJUST SCALE ACCORDINGLY
AutoCAD SHX Text
A G E N C Y
AutoCAD SHX Text
WATER
AutoCAD SHX Text
C 0 U N T Y
AutoCAD SHX Text
SONOMA
AutoCAD SHX Text
H:\Project Folders\2011 Contracts\11036 - SCWA - Petaluma Aqueduct CP System Design\Design\7439_CP Site Plans C3D\7439_CP6,7,9,10,12,14-CP22 Rev9.4
AutoCAD SHX Text
D
AutoCAD SHX Text
L
AutoCAD SHX Text
A
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
G
AutoCAD SHX Text
I
AutoCAD SHX Text
T
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
O
AutoCAD SHX Text
T
AutoCAD SHX Text
F
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
F
AutoCAD SHX Text
O
AutoCAD SHX Text
C
AutoCAD SHX Text
L
AutoCAD SHX Text
E
AutoCAD SHX Text
S
AutoCAD SHX Text
No. CR 1035
AutoCAD SHX Text
Exp. June 30, 2019
AutoCAD SHX Text
C
AutoCAD SHX Text
S
AutoCAD SHX Text
T
AutoCAD SHX Text
A
AutoCAD SHX Text
R
AutoCAD SHX Text
R
AutoCAD SHX Text
O
AutoCAD SHX Text
O
AutoCAD SHX Text
H
AutoCAD SHX Text
A
AutoCAD SHX Text
M
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
O
AutoCAD SHX Text
M
AutoCAD SHX Text
M
AutoCAD SHX Text
R
AutoCAD SHX Text
N
AutoCAD SHX Text
I
AutoCAD SHX Text
N
AutoCAD SHX Text
O
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
D
AutoCAD SHX Text
L
AutoCAD SHX Text
G
AutoCAD SHX Text
I
AutoCAD SHX Text
E
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
N
AutoCAD SHX Text
E
AutoCAD SHX Text
P
AutoCAD SHX Text
F
AutoCAD SHX Text
O
AutoCAD SHX Text
R
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
O
AutoCAD SHX Text
I
AutoCAD SHX Text
S
AutoCAD SHX Text
D
AutoCAD SHX Text
L
AutoCAD SHX Text
A
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
G
AutoCAD SHX Text
I
AutoCAD SHX Text
T
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
O
AutoCAD SHX Text
T
AutoCAD SHX Text
F
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
F
AutoCAD SHX Text
O
AutoCAD SHX Text
C
AutoCAD SHX Text
L
AutoCAD SHX Text
E
AutoCAD SHX Text
S
AutoCAD SHX Text
No. CR 1035
AutoCAD SHX Text
Exp. June 30, 2019
AutoCAD SHX Text
C
AutoCAD SHX Text
S
AutoCAD SHX Text
T
AutoCAD SHX Text
A
AutoCAD SHX Text
R
AutoCAD SHX Text
R
AutoCAD SHX Text
O
AutoCAD SHX Text
O
AutoCAD SHX Text
H
AutoCAD SHX Text
A
AutoCAD SHX Text
M
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
O
AutoCAD SHX Text
M
AutoCAD SHX Text
M
AutoCAD SHX Text
R
AutoCAD SHX Text
N
AutoCAD SHX Text
I
AutoCAD SHX Text
N
AutoCAD SHX Text
O
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
D
AutoCAD SHX Text
L
AutoCAD SHX Text
G
AutoCAD SHX Text
I
AutoCAD SHX Text
E
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
N
AutoCAD SHX Text
E
AutoCAD SHX Text
P
AutoCAD SHX Text
F
AutoCAD SHX Text
O
AutoCAD SHX Text
R
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
O
AutoCAD SHX Text
I
AutoCAD SHX Text
S
AutoCAD SHX Text
N
AutoCAD SHX Text
1" = 10'
AutoCAD SHX Text
scale
AutoCAD SHX Text
10
AutoCAD SHX Text
0
AutoCAD SHX Text
10
AutoCAD SHX Text
feet
AutoCAD SHX Text
20
AutoCAD SHX Text
N
AutoCAD SHX Text
APN 008-301-008
AutoCAD SHX Text
APN 008-301-004
AutoCAD SHX Text
APN 008-313-016
AutoCAD SHX Text
APN 008-313-039
AutoCAD SHX Text
APN 008-313-028
AutoCAD SHX Text
APN 008-313-027
AutoCAD SHX Text
APN 008-313-018
AutoCAD SHX Text
APN 008-313-017

REVIEWED :

BYREVISIONDATENO.

SCALE :

DRAWN :

DATE :

FILE NAME:

CONTRACT NUMBER: NUMBER:

DRAWING

1100 Willow Pass CourtConcord, CA 94520-1006Phone: (925) 927-6630WWW.JDHCORROSION.COM

PETALUMA AQUEDUCT CATHODIC PROTECTION UPGRADE

SHEET 25 OF 30CP23

60-64-7 #2

####

CORROSION TEST STATION

7439_CP2,CP5,CP8,CP11,CP13,CP23 Rev9.4.dwg

TDH

9/27/17AS SHOWN

. PLAN .

. VICINITY MAP .

SCALE: 1" = 100'

KEY NOTES:

ACCESS TO SITE IS FROM MCNEAR AVENUE, TURNING INTO THE PARKING LOT OF THE PETALUMA VETERANS BUILDING AT

1094 PETALUMA BLVD. SOUTH.

TRIM VEGETATION ONLY AS REQUIRED TO CONSTRUCT AND TO PROVIDE FUTURE ACCESS TO NEW RECTIFIER CABINET.

THE CP STATION NO. 7 DEEP ANODE BED AT STATION 868+40 PER DETAIL

EXISTING POWER SOURCE CONNECTION -TYPE III: PROVIDE 30 AMP BREAKER, AND CONDUIT, CABLE AND PULLBOXES AS

REQUIRED FROM EXISTING PG&E SERVICE PEDESTAL TO THE RECTIFIER. TERMINATE RECTIFIER AC POWER CABLES AT

EXISTING TELEMETRY UNIT BREAKER PANEL, PER DETAIL .

APPROX. 15' OF 2" PVC CONDUIT W/AC CABLING ROUTED INSIDE VAULT AND IN CONDUIT.

APPROX. 25' OF 1" PVC CONDUIT W/DRAIN & TEST CABLES FROM THE ANODE JUNCTION PANEL TO THE TOP OF PIPE IN

VAULT.

APPROX. 50' OF 2" PVC CONDUIT W/ANODE CABLES FROM ANODES IN DEEP BED TO ANODE JUNCTION PANEL IN THE

RECTIFIER ENCLOSURE.

NEW BOLLARDS TO PROTECT THE RECTIFIER PER DETAIL .

THE CP STATION NO. 7 RECTIFIER & ENCLOSURE AT STATION 868+60 PER DETAIL .

VAULT PENETRATION PER DETAIL .

EDGE OF CURB

PARKING LOT

LAWN

EDGE OF LAWN

CITY WATER LINE

END OF SIDEWALK

GUARD RAIL

TRAFFIC SENSOR

1

4

CP25

2

3

1100 Willow Pass CourtConcord, CA 94520-1006Phone: (925) 927-6630WWW.JDHCORROSION.COM

4

PETALUMA

AQUEDUCT

RECTIFIER

CP STATION NO. 7

STATION 868+60

CONSTRUCTION EASEMENT

PETALUMA BLVD SOUTH

A.P.N. 008-471-037

SITE 22 - VICINITY MAP & PLAN STA 868+60

PETALUMA BLVD. SOUTH, PETALUMA

PETALUMA BLVD SOUTH

MCNEAR CIRCLE

MCNEAR AVENUE

MCNEAR CIRCLE

CP STATION NO. 7,

STATION 868+60

PETALUMA

AQUEDUCT

11

14

DEEP ANODE BED

STATION 868+40

(CP STATION NO. 7)

12

MCNEAR AVENUE

4

15

15

11

16

17

11

7

10

16

15

15

1

2

9

6

5

6

7

8

1

CP24

10 105

VAULT

EXISTING PG&E AC LINE

PETALUMA AQUEDUCT METER VAULT

EXISTING MANHOLE

APPROXIMATE LOCATION OF OVERHEAD POWER LINES

1

CP25

5

CP27

2

CP24

9

10

11

12

13

14

15

16

17

20

18

18

8

8

19

19

15

20

21

21

22

23

22

3

21

13

21

23

AutoCAD SHX Text
e
AutoCAD SHX Text
e
AutoCAD SHX Text
e
AutoCAD SHX Text
e
AutoCAD SHX Text
e
AutoCAD SHX Text
e
AutoCAD SHX Text
e
AutoCAD SHX Text
e
AutoCAD SHX Text
e
AutoCAD SHX Text
e
AutoCAD SHX Text
e
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text
H
AutoCAD SHX Text
F
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text
18"oak
AutoCAD SHX Text
24"olive
AutoCAD SHX Text
24"locust
AutoCAD SHX Text
w
AutoCAD SHX Text
w
AutoCAD SHX Text
w
AutoCAD SHX Text
WM
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text
MH
AutoCAD SHX Text
32" tree
AutoCAD SHX Text
6"tree
AutoCAD SHX Text
BAR LENGTH ON ORIGINAL DRAWING EQUALS ONE INCH. ADJUST SCALE ACCORDINGLY
AutoCAD SHX Text
A G E N C Y
AutoCAD SHX Text
WATER
AutoCAD SHX Text
C 0 U N T Y
AutoCAD SHX Text
SONOMA
AutoCAD SHX Text
H:\Project Folders\2011 Contracts\11036 - SCWA - Petaluma Aqueduct CP System Design\Design\7439_CP Site Plans C3D\7439_CP2,CP5,CP8,CP11,CP13,CP23 Rev9.4
AutoCAD SHX Text
D
AutoCAD SHX Text
L
AutoCAD SHX Text
A
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
G
AutoCAD SHX Text
I
AutoCAD SHX Text
T
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
O
AutoCAD SHX Text
T
AutoCAD SHX Text
F
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
F
AutoCAD SHX Text
O
AutoCAD SHX Text
C
AutoCAD SHX Text
L
AutoCAD SHX Text
E
AutoCAD SHX Text
S
AutoCAD SHX Text
No. CR 1035
AutoCAD SHX Text
Exp. June 30, 2019
AutoCAD SHX Text
C
AutoCAD SHX Text
S
AutoCAD SHX Text
T
AutoCAD SHX Text
A
AutoCAD SHX Text
R
AutoCAD SHX Text
R
AutoCAD SHX Text
O
AutoCAD SHX Text
O
AutoCAD SHX Text
H
AutoCAD SHX Text
A
AutoCAD SHX Text
M
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
O
AutoCAD SHX Text
M
AutoCAD SHX Text
M
AutoCAD SHX Text
R
AutoCAD SHX Text
N
AutoCAD SHX Text
I
AutoCAD SHX Text
N
AutoCAD SHX Text
O
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
D
AutoCAD SHX Text
L
AutoCAD SHX Text
G
AutoCAD SHX Text
I
AutoCAD SHX Text
E
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
N
AutoCAD SHX Text
E
AutoCAD SHX Text
P
AutoCAD SHX Text
F
AutoCAD SHX Text
O
AutoCAD SHX Text
R
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
O
AutoCAD SHX Text
I
AutoCAD SHX Text
S
AutoCAD SHX Text
D
AutoCAD SHX Text
L
AutoCAD SHX Text
A
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
G
AutoCAD SHX Text
I
AutoCAD SHX Text
T
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
O
AutoCAD SHX Text
T
AutoCAD SHX Text
F
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
F
AutoCAD SHX Text
O
AutoCAD SHX Text
C
AutoCAD SHX Text
L
AutoCAD SHX Text
E
AutoCAD SHX Text
S
AutoCAD SHX Text
No. CR 1035
AutoCAD SHX Text
Exp. June 30, 2019
AutoCAD SHX Text
C
AutoCAD SHX Text
S
AutoCAD SHX Text
T
AutoCAD SHX Text
A
AutoCAD SHX Text
R
AutoCAD SHX Text
R
AutoCAD SHX Text
O
AutoCAD SHX Text
O
AutoCAD SHX Text
H
AutoCAD SHX Text
A
AutoCAD SHX Text
M
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
O
AutoCAD SHX Text
M
AutoCAD SHX Text
M
AutoCAD SHX Text
R
AutoCAD SHX Text
N
AutoCAD SHX Text
I
AutoCAD SHX Text
N
AutoCAD SHX Text
O
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
D
AutoCAD SHX Text
L
AutoCAD SHX Text
G
AutoCAD SHX Text
I
AutoCAD SHX Text
E
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
N
AutoCAD SHX Text
E
AutoCAD SHX Text
P
AutoCAD SHX Text
F
AutoCAD SHX Text
O
AutoCAD SHX Text
R
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
O
AutoCAD SHX Text
I
AutoCAD SHX Text
S
AutoCAD SHX Text
N
AutoCAD SHX Text
1" = 10'
AutoCAD SHX Text
scale
AutoCAD SHX Text
10
AutoCAD SHX Text
0
AutoCAD SHX Text
10
AutoCAD SHX Text
feet
AutoCAD SHX Text
20
AutoCAD SHX Text
N
AutoCAD SHX Text
A.P.N. 008-471-037

   

       

       

5

4

6

6

°

UNPAVED PAVED

 

TOP VIEW

3

7

5

° °

2

REVIEWED :

BYREVISIONDATENO.

SCALE :

DRAWN :

DATE :

FILE NAME:

CONTRACT NUMBER: NUMBER:

DRAWING

NONE 9/27/17

TDH

PETALUMA AQUEDUCT CATHODIC PROTECTION UPGRADE

CATHODIC PROTECTION DETAILS I

16644 CP100% Submittal CP24-CP28 Rev9.4.dwg

60-64-7 #2

CP24SHEET 26 OF 30

1100 Willow Pass CourtConcord, CA 94520-1006Phone: (925) 927-6630WWW.JDHCORROSION.COM

AutoCAD SHX Text
TO ANODE JUNCTION BOX
AutoCAD SHX Text
TO RECTIFIER PAD
AutoCAD SHX Text
CONCRETE BOX
AutoCAD SHX Text
ANODE INSTALLATION
AutoCAD SHX Text
VENT PIPE
AutoCAD SHX Text
RECTIFIER/ENCLOSURE PAD
AutoCAD SHX Text
-
AutoCAD SHX Text
5
AutoCAD SHX Text
7
AutoCAD SHX Text
-
AutoCAD SHX Text
6
AutoCAD SHX Text
-
AutoCAD SHX Text
4
AutoCAD SHX Text
DRAIN ROCK
AutoCAD SHX Text
PVC TAPE
AutoCAD SHX Text
ANODE CABLES
AutoCAD SHX Text
#6 REBAR
AutoCAD SHX Text
TO RECTIFIER PAD
AutoCAD SHX Text
2-IN PVC VENT PIPE
AutoCAD SHX Text
SEE DETAIL PERFORATED VENT PIPE
AutoCAD SHX Text
"C" FEET - TOTAL ANODE BED DEPTH
AutoCAD SHX Text
"B" FEET - ACTIVE COLUMN LENGTH
AutoCAD SHX Text
SEE DETAIL ANODE INSTALLATION (TYP OF "A")
AutoCAD SHX Text
SEE DETAIL CONCRETE BOX INSTALLATION
AutoCAD SHX Text
DEEP ANODE BED
AutoCAD SHX Text
RECTIFIER/ENCLOSURE
AutoCAD SHX Text
ANODE JUNCTION PANEL
AutoCAD SHX Text
WARNING TAPE
AutoCAD SHX Text
-
AutoCAD SHX Text
1
AutoCAD SHX Text
3
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
VAR
AutoCAD SHX Text
2
AutoCAD SHX Text
SEE DETAIL VENT PIPE W/("B")- FEET PERFORATED FROM THE BOTTOM
AutoCAD SHX Text
-
AutoCAD SHX Text
ANODE CENTRALIZER (TYP OF 3 AT 120 SPACING)
AutoCAD SHX Text
ATTACH ANODE CABLES TO VENT PIPE W/PVC TAPE AT 1 FT ABOVE EACH ANODE & AT 10 FT INTERVALS ABOVE TOP ANODE
AutoCAD SHX Text
DRAIN ROCK
AutoCAD SHX Text
PVC TAPE
AutoCAD SHX Text
ANODE CABLES
AutoCAD SHX Text
#6 REBAR
AutoCAD SHX Text
TO RECTIFIER PAD
AutoCAD SHX Text
2-IN PVC VENT PIPE
AutoCAD SHX Text
3 IN
AutoCAD SHX Text
WARNING TAPE
AutoCAD SHX Text
SLOPE 1 IN EACH 10 IN
AutoCAD SHX Text
STANDARD 12-INCH C.I. VALVE BOX RING & H-20 RATED TRAFFIC COVER MARKED "ANODE"
AutoCAD SHX Text
GROUND TO SLOPE AWAY FROM ANODE BED
AutoCAD SHX Text
CONCRETE MOUNTING PAD 36 IN X 36 IN X 6 IN THICK
AutoCAD SHX Text
ANODE CABLES (3 FT LOOP)
AutoCAD SHX Text
STANDARD 12-INCH C.I. VALVE BOX RING & H-20 RATED TRAFFIC COVER MARKED "ANODE"
AutoCAD SHX Text
CONCRETE MOUNTING PAD 36 IN X 36 IN x 6 IN THICK
AutoCAD SHX Text
3-INCH SCH 80 PVC CONDUIT W/("A") #8 AWG/HALAR-HMWPE ANODE CABLES (SEE TABLE 1 ON CP1)
AutoCAD SHX Text
3-INCH SCH 80 PVC CONDUIT W/("A") #8 AWG/HALAR- HMWPE ANODE CABLES (SEE TABLE 1 ON CP1)
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
NOTE: 1. FOR A PVC OR HDPE CASING, THE CASING SHALL BE REMOVED AFTER INSTALLATION. FOR A PVC OR HDPE CASING, THE CASING SHALL BE REMOVED AFTER INSTALLATION. 2. FOR A STEEL CASING, INSTALL COUPLING FOR CONDUIT PENETRATION.FOR A STEEL CASING, INSTALL COUPLING FOR CONDUIT PENETRATION.
AutoCAD SHX Text
PREMIXED NEAT CEMENT
AutoCAD SHX Text
63-POUND, HIGH SILICON CAST IRON ANODE
AutoCAD SHX Text
#8 AWG/HALAR- HMWPE ANODE CABLE
AutoCAD SHX Text
COUPLING (SEE NOTE 2.)
AutoCAD SHX Text
PREMIXED NON-SHRINK GROUT
AutoCAD SHX Text
TO ANODE JUNCTION BOX
AutoCAD SHX Text
TO ANODE JUNCTION BOX
AutoCAD SHX Text
PREMIXED NON-SHRINK GROUT
AutoCAD SHX Text
STEEL ANODE BED CASING (IF REQ'D TO PREVENT HOLE CAVE-IN) (SEE NOTE)
AutoCAD SHX Text
2" DIA SCH 80 PVC VENT PIPE
AutoCAD SHX Text
1/16 INCH PERFORATION (TYP)
AutoCAD SHX Text
COUPLING (IF REQ'D)
AutoCAD SHX Text
NOTES: 1. PERFORATE BOTTOM ("B")-FT OF VENT PIPE, AS PERFORATE BOTTOM ("B")-FT OF VENT PIPE, AS INDICATED IN TABLE 1 ON SHEET 2. 2. GLUE PVC JOINTS AND SECURE W/(3) 3/4 INCH-10 GLUE PVC JOINTS AND SECURE W/(3) 3/4 INCH-10 SELF-TAPPING SHEET METAL SCREWS.
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
-
AutoCAD SHX Text
NOTE: SEE TABLE 1 ON SHEET 3 FOR ANODE QUANTITY ("A"), ACTIVE LENGTH ("B"), ANODE BED DEPTH ("C") & GROUT SEAL LENGTH ("D").
AutoCAD SHX Text
ANODE BED TESTING CAP
AutoCAD SHX Text
INSULATED BUSHING
AutoCAD SHX Text
ANODE BED TESTING CAP
AutoCAD SHX Text
ANODE CABLES (3 FT LOOP)
AutoCAD SHX Text
ANODE #1
AutoCAD SHX Text
PVC CAP
AutoCAD SHX Text
VENT PIPE
AutoCAD SHX Text
PVC TAPE
AutoCAD SHX Text
SAND
AutoCAD SHX Text
COKE BREEZE
AutoCAD SHX Text
COKE BREEZE
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
4
AutoCAD SHX Text
3
AutoCAD SHX Text
5
AutoCAD SHX Text
10
AutoCAD SHX Text
HEADER
AutoCAD SHX Text
NOTES 1. NUMBER OF SHUNTS SHALL MATCH NUMBER OF ANODES IN DEEP ANODE BED. NUMBER OF SHUNTS SHALL MATCH NUMBER OF ANODES IN DEEP ANODE BED. 2. IDENTIFY CABLES. SEE DETAIL 4/CP26IDENTIFY CABLES. SEE DETAIL 4/CP26
AutoCAD SHX Text
NICKEL PLATED BRASS HARDWARE
AutoCAD SHX Text
COPPER BUS BAR (8 IN x 1 IN x 1/4 IN THICK)
AutoCAD SHX Text
0.001 OHM 25 AMP SHUNT (TYP OF "A") (SEE TABLE 1 ON SHEET 3)
AutoCAD SHX Text
#8 AWG CABLES FROM ANODES
AutoCAD SHX Text
ENGRAVED MICARTA LABEL (TYP)
AutoCAD SHX Text
#4 AWG/HMWPE ANODE HEADER CABLE TO RECTIFIER POSITIVE
AutoCAD SHX Text
FABRIC REINFORCED PHENOLIC PANEL (10.75 IN x 8.88 IN x 14 IN THICK)
AutoCAD SHX Text
COPPER LUG (TYP)
AutoCAD SHX Text
EXISTING GRADE
AutoCAD SHX Text
SEE DETAIL ANODE JUNCTION PANEL
AutoCAD SHX Text
-
AutoCAD SHX Text
SEE DETAIL CONCRETE PAD
AutoCAD SHX Text
-
AutoCAD SHX Text
#4 AWG/HMWPE HEADER CABLE TO RECTIFIER POSITIVE
AutoCAD SHX Text
AIR-COOLED RECTIFIER MOUNTED INSIDE CABINET
AutoCAD SHX Text
1-INCH DIA RIGID GALV. STEEL CONDUIT W/(1) - #4 AWG/HMWPE DRAIN CABLE TO RECTIFIER NEGATIVE & (1)-#10 AWG TEST CABLE
AutoCAD SHX Text
3-INCH DIA RIGID GALV. STEEL CONDUIT W/("A") - #8 AWG ANODE CABLES (SEE TABLE 1 ON CP1)
AutoCAD SHX Text
3/4-INCH DIA SCH 80 PVC CONDUIT & BUSHING W/1-#8 AWG BARE COPPER
AutoCAD SHX Text
WARNING TAPE
AutoCAD SHX Text
PG&E METER SOCKET AND AC DISCONNECT (SEE NOTE 2.)
AutoCAD SHX Text
LATCH HANDLE DESIGNED FOR USE WITH REMOVABLE LOCK
AutoCAD SHX Text
POSITIVE
AutoCAD SHX Text
TEST
AutoCAD SHX Text
NEGATIVE
AutoCAD SHX Text
COARSE
AutoCAD SHX Text
FINE
AutoCAD SHX Text
2" CONDUIT FOR AC POWER CABLES
AutoCAD SHX Text
AC POWER SUPPLY
AutoCAD SHX Text
60" RECTIFIER CABINET (FOR I.D. PLATE SEE DETAIL 6/CP23)
AutoCAD SHX Text
SCREENED VENT PIPE
AutoCAD SHX Text
WARNING TAPE
AutoCAD SHX Text
TO DEEP ANODE BED
AutoCAD SHX Text
TO PETALUMA AQ
AutoCAD SHX Text
TO ANODES
AutoCAD SHX Text
NOTES: 1. USE PVC SCHEDULE 80 CONDUIT UNDERGROUND, AND GALVANIZED RIGID STEEL CONDUIT ABOVE GRADE. THE PORTION OF THE GALVANIZED STEEL CONDUIT, WHICH IS UNDERGROUND BEFORE IT TRANSITIONS TO PVC, USE PVC SCHEDULE 80 CONDUIT UNDERGROUND, AND GALVANIZED RIGID STEEL CONDUIT ABOVE GRADE. THE PORTION OF THE GALVANIZED STEEL CONDUIT, WHICH IS UNDERGROUND BEFORE IT TRANSITIONS TO PVC, SHALL BE PRIMED & TAPE WRAPPED ALONG ENTIRE LENGTH WITH HALF-LAP 10-MIL POLYETHYLENE TAPE. 2. PG&E METER SOCKETS SHALL BE INSTALLED ACCORDING TO PG&E STANDARDS AND MAY REQUIRE ADDITIONAL MOUNTING OR SUPPORT STRUCTURES WHICH ARE NOT INDICATED IN THIS DETAIL. LOCATE THE PG&E METER SOCKETS SHALL BE INSTALLED ACCORDING TO PG&E STANDARDS AND MAY REQUIRE ADDITIONAL MOUNTING OR SUPPORT STRUCTURES WHICH ARE NOT INDICATED IN THIS DETAIL. LOCATE THE DISCONNECT SWITCH OUTSIDE OF THE RECTIFIER CABINET. SEE DETAILS 2 & 3/CP27. 3. A SECOND BOX WITH GROUND ROD MAY BE REQUIRED BY PG&E.A SECOND BOX WITH GROUND ROD MAY BE REQUIRED BY PG&E.
AutoCAD SHX Text
TAPE ENDS OF ANODE CENTRALIZERS TO COVER LEADING METAL EDGE IN ORDER TO PREVENT DAMAGING CABLE INSULATION DURING INSTALLATION
AutoCAD SHX Text
CP27
AutoCAD SHX Text
#6 REBAR, 10 INCHES APART, EACH WAY & CENTERED IN SLAB
AutoCAD SHX Text
SEE DETAIL BOLLARD
AutoCAD SHX Text
6 INCH THICK CONCRETE PAD
AutoCAD SHX Text
NOTE: 1. BOLLARDS ARE SHOWN IN THE CP STATION SITE PLANS, AND ARE BOLLARDS ARE SHOWN IN THE CP STATION SITE PLANS, AND ARE INDICATED AS NEEDED AT EACH SITE. 2. BOLLARDS SHALL BE INSTALLED WITH SUFFICIENT SPACE FROM THE BOLLARDS SHALL BE INSTALLED WITH SUFFICIENT SPACE FROM THE CABINETS TO ALLOW FULL 90 DEGREES OPERATION OF THE CABINET DOORS PER NEC SITE CODE STANDARD. 3. CONCRETE REINFORCING STEEL SHALL CONFORM TO ASTM A615, CONCRETE REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60, DEFORMED.
AutoCAD SHX Text
RECTIFIER CABINET
AutoCAD SHX Text
INSULATED BUSHING
AutoCAD SHX Text
120 120 120
AutoCAD SHX Text
(1)#4 DRAIN CABLE & (1)#10 TEST CABLE TO PIPE
AutoCAD SHX Text
STEEL ANODE BED CASING (IF REQ'D TO PREVENT HOLE CAVE-IN) (SEE NOTE)
AutoCAD SHX Text
RMU
AutoCAD SHX Text
SEE DETAIL GROUND ROD INSPECTION BOX (SEE NOTE 3.)
AutoCAD SHX Text
CP28
AutoCAD SHX Text
"D" FEET - GROUT SEAL LENGTH
AutoCAD SHX Text
VAR
AutoCAD SHX Text
VAR
AutoCAD SHX Text
58"X8' COPPER-CLAD STEEL GROUND ROD
AutoCAD SHX Text
BAR LENGTH ON ORIGINAL DRAWING EQUALS ONE INCH. ADJUST SCALE ACCORDINGLY
AutoCAD SHX Text
H:\Project Folders\2011 Contracts\11036 - SCWA - Petaluma Aqueduct CP System Design\Design\7439_CP Site Plans C3D\16644 CP100% Submittal CP24-CP28 Rev9.4
AutoCAD SHX Text
A G E N C Y
AutoCAD SHX Text
WATER
AutoCAD SHX Text
C 0 U N T Y
AutoCAD SHX Text
SONOMA
AutoCAD SHX Text
D
AutoCAD SHX Text
L
AutoCAD SHX Text
A
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
G
AutoCAD SHX Text
I
AutoCAD SHX Text
T
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
O
AutoCAD SHX Text
T
AutoCAD SHX Text
F
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
F
AutoCAD SHX Text
O
AutoCAD SHX Text
C
AutoCAD SHX Text
L
AutoCAD SHX Text
E
AutoCAD SHX Text
S
AutoCAD SHX Text
No. CR 1035
AutoCAD SHX Text
Exp. June 30, 2019
AutoCAD SHX Text
C
AutoCAD SHX Text
S
AutoCAD SHX Text
T
AutoCAD SHX Text
A
AutoCAD SHX Text
R
AutoCAD SHX Text
R
AutoCAD SHX Text
O
AutoCAD SHX Text
O
AutoCAD SHX Text
H
AutoCAD SHX Text
A
AutoCAD SHX Text
M
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
O
AutoCAD SHX Text
M
AutoCAD SHX Text
M
AutoCAD SHX Text
R
AutoCAD SHX Text
N
AutoCAD SHX Text
I
AutoCAD SHX Text
N
AutoCAD SHX Text
O
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
D
AutoCAD SHX Text
L
AutoCAD SHX Text
G
AutoCAD SHX Text
I
AutoCAD SHX Text
E
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
N
AutoCAD SHX Text
E
AutoCAD SHX Text
P
AutoCAD SHX Text
F
AutoCAD SHX Text
O
AutoCAD SHX Text
R
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
O
AutoCAD SHX Text
I
AutoCAD SHX Text
S

4

6

2

2

4

∅∅

°

6

3

4

4

REVIEWED :

BYREVISIONDATENO.

SCALE :

DRAWN :

DATE :

FILE NAME:

CONTRACT NUMBER: NUMBER:

DRAWING

NONE 9/27/17

TDH

PETALUMA AQUEDUCT CATHODIC PROTECTION UPGRADE

CATHODIC PROTECTION DETAILS II

16644 CP100% Submittal CP24-CP28 Rev9.5.dwg

60-64-7 #2

CP25SHEET 27 OF 30

1100 Willow Pass CourtConcord, CA 94520-1006Phone: (925) 927-6630WWW.JDHCORROSION.COM

AutoCAD SHX Text
FLUSH MOUNTED TEST STATION CONCRETE BOX
AutoCAD SHX Text
3
AutoCAD SHX Text
CP26
AutoCAD SHX Text
-
AutoCAD SHX Text
CONCRETE TRAFFIC BOX W/CAST IRON COVER MARKED "CP TEST"
AutoCAD SHX Text
CONCRETE COLLAR 3000 PSI
AutoCAD SHX Text
SEE DETAIL TERMINAL BOX I.D. PLATE
AutoCAD SHX Text
CP27
AutoCAD SHX Text
CTS - CORROSION TEST STATION (POST MOUNTED)
AutoCAD SHX Text
4
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
AQUEDUCT
AutoCAD SHX Text
BUSHING
AutoCAD SHX Text
SEE DETAIL CABLE-TO-PIPE CONNECTION (TYP OF 2)
AutoCAD SHX Text
CP26
AutoCAD SHX Text
1.5 IN DIA SCH 80 PVC SLEEVE. FILL ANNULAR SPACE W/CONDUIT SEALANT
AutoCAD SHX Text
CONDUIT PENETRATION OF EXISTING VAULT
AutoCAD SHX Text
1
AutoCAD SHX Text
FINISHED GRADE
AutoCAD SHX Text
EXISTING GRATING
AutoCAD SHX Text
EXISTING VAULT
AutoCAD SHX Text
CONDUIT STRAP (TYP)
AutoCAD SHX Text
VAR
AutoCAD SHX Text
1 IN GALV. RIGID STEEL CONDUIT
AutoCAD SHX Text
1-INCH SCH 80 PVC CONDUIT W/(1) #4 AWG HMWPE DRAIN CABLE & (1) #10 AWG THWN TEST CABLE
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
TERMINAL BOX
AutoCAD SHX Text
FINISHED GRADE (SEE NOTE 3.)
AutoCAD SHX Text
PROVIDE 18 INCHES OF SLACK IN CABLES
AutoCAD SHX Text
NOTES: 1. FLUSH MOUNTED TEST STATIONS SHALL BE USED AT LOCATIONS AS NOTED ON TABLE 2 ON CP1. FLUSH MOUNTED TEST STATIONS SHALL BE USED AT LOCATIONS AS NOTED ON TABLE 2 ON CP1. 2. IDENTIFY ALL CABLES PER IDENTIFY ALL CABLES PER 3. MATCH EXISTING FINISHED GRADE. NOT ALL TEST STATIONS ARE NEXT TO MULTI-USE PATH. MATCH EXISTING FINISHED GRADE. NOT ALL TEST STATIONS ARE NEXT TO MULTI-USE PATH. 4. OFFSET THE TEST STATION HORIZONTALLY 3 FEET OFF THE PIPELINE CENTERLINE.OFFSET THE TEST STATION HORIZONTALLY 3 FEET OFF THE PIPELINE CENTERLINE.
AutoCAD SHX Text
#6 REBAR CENTERED IN COLLAR
AutoCAD SHX Text
DRAIN ROCK
AutoCAD SHX Text
CTS - CORROSION TEST STATION (FLUSH)
AutoCAD SHX Text
2
AutoCAD SHX Text
SEE DETAIL CABLE-TO-PIPE CONNECTION
AutoCAD SHX Text
CP26
AutoCAD SHX Text
VAR
AutoCAD SHX Text
TERMINAL BOX SEE RIGHT
AutoCAD SHX Text
PIPELINE
AutoCAD SHX Text
#10 AWG/THWN (WHITE) TEST CABLES
AutoCAD SHX Text
TERMINAL BOX (COVER SHOWN FOR CLARITY)
AutoCAD SHX Text
NICKEL-PLATED BRASS BINDING POST W/BRASS SET SCREW (TYP)
AutoCAD SHX Text
CTS TERMINAL BOX
AutoCAD SHX Text
SEE DETAIL CABLE IDENTIFICATION
AutoCAD SHX Text
CP26
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
ID PLATE SEE DETAIL
AutoCAD SHX Text
1" GALVANIZED RIGID STEEL GALVANIZED RIGID STEEL CONDUIT INSIDE 6" PIPE PIPE
AutoCAD SHX Text
PAINT ORANGE W/(2) BANDS OF 2" WIDE BLUE REFLECTORIZED TAPE AT TOP
AutoCAD SHX Text
CONCRETE ENCASEMENT
AutoCAD SHX Text
FINISHED GRADE
AutoCAD SHX Text
1" SCH. 80 PVC SCH. 80 PVC CONDUIT
AutoCAD SHX Text
6" GALV. STEEL POST FILLED GALV. STEEL POST FILLED W/CONCRETE.
AutoCAD SHX Text
90° ELBOWELBOW
AutoCAD SHX Text
END BUSHING (SEAL WIRES W/ EPOXY PUTTY AFTER INSTALLATION (TYP)
AutoCAD SHX Text
#10 AWG/THWN (WHITE) TEST CABLES TO PIPE
AutoCAD SHX Text
CP27
AutoCAD SHX Text
MORTAR DOME
AutoCAD SHX Text
POST MOUNTED TEST BOX (SEE RIGHT)
AutoCAD SHX Text
TERMINAL BOX (MCM-7 TYPE) (COVER NOT SHOWN FOR CLARITY)
AutoCAD SHX Text
TERMINAL POST (TYP) MACHINE SCREW, (2) WASHERS & (2) HEX NUTS - NICKEL PLATED BRASS (PER SPECS.)
AutoCAD SHX Text
(2) #10 AWG/THWN TEST CABLES (WHITE)
AutoCAD SHX Text
CORROSION TEST STATION (CTS)
AutoCAD SHX Text
VAR
AutoCAD SHX Text
SEE DETAL FLUSH MOUNTED TEST STATION (SEE NOTE 2.)
AutoCAD SHX Text
-
AutoCAD SHX Text
NOTE: 1. INSTALL CABLE IDENTIFICATION ON ALL TEST WIRES PER DETAIL 4/CP26. INSTALL CABLE IDENTIFICATION ON ALL TEST WIRES PER DETAIL 4/CP26. 2. WHERE CABLES AT EXISTING CORROSION TEST STATIONS ARE OF INSUFFICIENT LENGTH TO REACH THE NEW WHERE CABLES AT EXISTING CORROSION TEST STATIONS ARE OF INSUFFICIENT LENGTH TO REACH THE NEW TERMINAL BOARD, A SPLIT BOLT CONNECTION MAY BE INSTALLED TO EXTEND CABLE LENGTH. 3. PROVIDE TWO COATS OF WHITE PAINT WITH A TOTAL DRY FILM THICKNESS (DFT) OF 16 MILS.PROVIDE TWO COATS OF WHITE PAINT WITH A TOTAL DRY FILM THICKNESS (DFT) OF 16 MILS.
AutoCAD SHX Text
SEE DETAIL CABLE IDENTIFICATION
AutoCAD SHX Text
CP26
AutoCAD SHX Text
DUCT SEAL CONDUIT
AutoCAD SHX Text
18" MIN MIN
AutoCAD SHX Text
TO RECTIFIER
AutoCAD SHX Text
PVC GRS TRANSITION COUPLING
AutoCAD SHX Text
NOTE: 1. WHEN INSTALLING TEST STATION OFFSET FROM THE PIPE, ROUTE TEST CABLES IN 1" CONDUIT FROM PIPE TO TEST STATION. WHEN INSTALLING TEST STATION OFFSET FROM THE PIPE, ROUTE TEST CABLES IN 1" CONDUIT FROM PIPE TO TEST STATION. 2. FOR POST MOUNTED TEST STATIONS SEE DETAILFOR POST MOUNTED TEST STATIONS SEE DETAIL
AutoCAD SHX Text
CP25
AutoCAD SHX Text
2 INCHES RED CDF ENVELOPE
AutoCAD SHX Text
1" SCH 80 PVC CONDUIT W/(2)-#10 AWG THWN TEST CABLES (WHITE)
AutoCAD SHX Text
MULTI-USE PATH SECTION
AutoCAD SHX Text
5
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
-
AutoCAD SHX Text
BAR LENGTH ON ORIGINAL DRAWING EQUALS ONE INCH. ADJUST SCALE ACCORDINGLY
AutoCAD SHX Text
H:\Project Folders\2011 Contracts\11036 - SCWA - Petaluma Aqueduct CP System Design\Design\7439_CP Site Plans C3D\16644 CP100% Submittal CP24-CP28 Rev9.5
AutoCAD SHX Text
A G E N C Y
AutoCAD SHX Text
WATER
AutoCAD SHX Text
C 0 U N T Y
AutoCAD SHX Text
SONOMA
AutoCAD SHX Text
D
AutoCAD SHX Text
L
AutoCAD SHX Text
A
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
G
AutoCAD SHX Text
I
AutoCAD SHX Text
T
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
O
AutoCAD SHX Text
T
AutoCAD SHX Text
F
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
F
AutoCAD SHX Text
O
AutoCAD SHX Text
C
AutoCAD SHX Text
L
AutoCAD SHX Text
E
AutoCAD SHX Text
S
AutoCAD SHX Text
No. CR 1035
AutoCAD SHX Text
Exp. June 30, 2019
AutoCAD SHX Text
C
AutoCAD SHX Text
S
AutoCAD SHX Text
T
AutoCAD SHX Text
A
AutoCAD SHX Text
R
AutoCAD SHX Text
R
AutoCAD SHX Text
O
AutoCAD SHX Text
O
AutoCAD SHX Text
H
AutoCAD SHX Text
A
AutoCAD SHX Text
M
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
O
AutoCAD SHX Text
M
AutoCAD SHX Text
M
AutoCAD SHX Text
R
AutoCAD SHX Text
N
AutoCAD SHX Text
I
AutoCAD SHX Text
N
AutoCAD SHX Text
O
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
D
AutoCAD SHX Text
L
AutoCAD SHX Text
G
AutoCAD SHX Text
I
AutoCAD SHX Text
E
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
N
AutoCAD SHX Text
E
AutoCAD SHX Text
P
AutoCAD SHX Text
F
AutoCAD SHX Text
O
AutoCAD SHX Text
R
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
O
AutoCAD SHX Text
I
AutoCAD SHX Text
S

REVIEWED :

BYREVISIONDATENO.

SCALE :

DRAWN :

DATE :

FILE NAME:

CONTRACT NUMBER: NUMBER:

DRAWING

NONE 9/27/17

TDH

PETALUMA AQUEDUCT CATHODIC PROTECTION UPGRADE

CATHODIC PROTECTION DETAILS III

16644 CP100% Submittal CP24-CP28 Rev9.4.dwg

60-64-7 #2

CP26SHEET 28 OF 30

1100 Willow Pass CourtConcord, CA 94520-1006Phone: (925) 927-6630WWW.JDHCORROSION.COM

AutoCAD SHX Text
BEDDING (SEE NOTE 6.)
AutoCAD SHX Text
CABLE IDENTIFICATION
AutoCAD SHX Text
4
AutoCAD SHX Text
CP24, CP25
AutoCAD SHX Text
PERMANENT NYLON MARKING TAG
AutoCAD SHX Text
NUMBER
AutoCAD SHX Text
ABBREVIATIONS
AutoCAD SHX Text
PA-TT-27
AutoCAD SHX Text
ABBREVIATIONS
AutoCAD SHX Text
NUMBER
AutoCAD SHX Text
PA - PETALUMA AQUEDUCT - PETALUMA AQUEDUCT TT - TEST - WHITE - TEST - WHITE - WHITE DR - DRAIN - WHITE - DRAIN - WHITE - WHITE AN - ANODE - BLACK- ANODE - BLACK- BLACK
AutoCAD SHX Text
PIPE DIA.(INCHES)
AutoCAD SHX Text
NOTE: REMOVE INSULATION PRIOR TO FASTENING CABLE WITH SET SCREW.
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
EXOTHERMIC WELD PROCEDURE
AutoCAD SHX Text
-
AutoCAD SHX Text
3
AutoCAD SHX Text
CABLE IN CONDUIT
AutoCAD SHX Text
SCHEDULE 80 PVC CONDUIT W/ CONDUCTORS O.D. AS REQUIRED
AutoCAD SHX Text
TYPICAL TRENCH SECTION
AutoCAD SHX Text
CABLE-TO-PIPE CONNECTION
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
-
AutoCAD SHX Text
NOTES: 1. UTILIZE CLASS "A" BACKFILL & TRENCH SURFACING ON ALL PAVED ROADS AND STREETS, CLASS "B" BACKFILL & TRENCH SURFACING ON DIRT ROADS & TRAVELED WAYS, CLASS "C" BACKFILL & TRENCH SURFACING ON GRAVEL OR SHALE ROADS, CLASS "D" BACKFILL & TRENCH SURFACING IN NON-TRAVELED AREAS & OPEN FIELDS. UTILIZE CLASS "A" BACKFILL & TRENCH SURFACING ON ALL PAVED ROADS AND STREETS, CLASS "B" BACKFILL & TRENCH SURFACING ON DIRT ROADS & TRAVELED WAYS, CLASS "C" BACKFILL & TRENCH SURFACING ON GRAVEL OR SHALE ROADS, CLASS "D" BACKFILL & TRENCH SURFACING IN NON-TRAVELED AREAS & OPEN FIELDS. 2. FOR PAVED ROADS REPLACE EXISTING SURFACE WITH ASPHALTIC CONCRETE. SAW CUT & REMOVE ROADWAY PAVEMENT FOR 6 INCHES ON EACH SIDE OF TRENCH. COMPACT BACKFILL MATERIAL IN 12 INCH LIFTS, TO 95% RC WITHIN 3 FEET OF FINISHED GRADE, AND TO 90% RC BELOW. COMPACT THE 12 INCH AGGREGATE BASE TO 95%. RC. PROVIDE 4 INCH COURSE OF TYPE B ASPHALTIC CONCRETE. PROVIDE FOG FOR PAVED ROADS REPLACE EXISTING SURFACE WITH ASPHALTIC CONCRETE. SAW CUT & REMOVE ROADWAY PAVEMENT FOR 6 INCHES ON EACH SIDE OF TRENCH. COMPACT BACKFILL MATERIAL IN 12 INCH LIFTS, TO 95% RC WITHIN 3 FEET OF FINISHED GRADE, AND TO 90% RC BELOW. COMPACT THE 12 INCH AGGREGATE BASE TO 95%. RC. PROVIDE 4 INCH COURSE OF TYPE B ASPHALTIC CONCRETE. PROVIDE FOG SEAL. THE THICKNESS OF ASPHALTIC CONCRETE, UNTREATED ROCK BASE AND TRENCH SURFACING ARE THE MINIMUM THICKNESS PERMITTED; REPLACE TO THE EXISTING THICKNESS WHERE THE EXISTING PAVEMENT AND/OR ROCK BASE IS THICKER THAN THE MINIMUM. 3. FOR DIRT ROADS PROVIDE LOCAL OR IMPORTED BACKFILL MATERIAL AND COMPACT OR CONSOLIDATE IN 12 INCH LIFTS (MAXIMUM) TO 90%. FOR THE TOP 12 INCHES PROVIDE EXCAVATED OR IMPORTED BACKFILL MATERIAL WITH NO ROCKS LARGER THAN 4-INCHES IN DIAMETER AND COMPACT IN 6 INCH LIFTS TO 90%. FOR DIRT ROADS PROVIDE LOCAL OR IMPORTED BACKFILL MATERIAL AND COMPACT OR CONSOLIDATE IN 12 INCH LIFTS (MAXIMUM) TO 90%. FOR THE TOP 12 INCHES PROVIDE EXCAVATED OR IMPORTED BACKFILL MATERIAL WITH NO ROCKS LARGER THAN 4-INCHES IN DIAMETER AND COMPACT IN 6 INCH LIFTS TO 90%. 4. FOR GRAVEL OR SHALE ROADS PROVIDE LOCAL OR IMPORTED BACKFILL MATERIAL AND COMPACT OR CONSOLIDATE IN 12 INCH LIFTS (MAXIMUM) TO 90%. FOR THE TOP 12 INCHES PROVIDE AND REPLACE EXISTING ROADWAY SURFACE WITH AGGREGATE BASE COMPACTED TO 95%. FOR GRAVEL OR SHALE ROADS PROVIDE LOCAL OR IMPORTED BACKFILL MATERIAL AND COMPACT OR CONSOLIDATE IN 12 INCH LIFTS (MAXIMUM) TO 90%. FOR THE TOP 12 INCHES PROVIDE AND REPLACE EXISTING ROADWAY SURFACE WITH AGGREGATE BASE COMPACTED TO 95%. 5. FOR OPEN FIELDS PROVIDE LOCAL OR IMPORTED BACKFILL MATERIAL AND COMPACT OR CONSOLIDATE IN 12 INCH LIFTS (MAXIMUM) TO 90%. FOR OPEN FIELDS PROVIDE LOCAL OR IMPORTED BACKFILL MATERIAL AND COMPACT OR CONSOLIDATE IN 12 INCH LIFTS (MAXIMUM) TO 90%. 6. IN LOCATIONS WHERE CABLE-TO-PIPE CONNECTIONS ARE MADE, COMPACT THE BEDDING MATERIAL, WITH NO ROCKS GREATER THAN 6-INCHES IN DIAMETER, IN 8 INCH LIFTS (MAXIMUM) TO 90% RC TO 12 INCHES ABOVE THE TOP OF THE PIPE. PROVIDE UNDERGROUND WARNING TAPE (REGARDING THE PIPE BELOW) AT 12 INCHES ABOVE THE PIPE. IN LOCATIONS WHERE CABLE-TO-PIPE CONNECTIONS ARE MADE, COMPACT THE BEDDING MATERIAL, WITH NO ROCKS GREATER THAN 6-INCHES IN DIAMETER, IN 8 INCH LIFTS (MAXIMUM) TO 90% RC TO 12 INCHES ABOVE THE TOP OF THE PIPE. PROVIDE UNDERGROUND WARNING TAPE (REGARDING THE PIPE BELOW) AT 12 INCHES ABOVE THE PIPE. 7. SEE PG&E NOTIFICATION 101991122 FOR BACKFILL REQUIREMENTS. SEE PG&E NOTIFICATION 101991122 FOR BACKFILL REQUIREMENTS. 8. BEDDING MATERIAL FOR ALL CONDUITS SHALL BE RED DYED CONTROLLED DENSITY FILL. PROVIDE UNDERGROUND CABLE WARNING TAPE THAT STATES "CAUTION, CATHODIC PROTECTION CABLE BELOW."BEDDING MATERIAL FOR ALL CONDUITS SHALL BE RED DYED CONTROLLED DENSITY FILL. PROVIDE UNDERGROUND CABLE WARNING TAPE THAT STATES "CAUTION, CATHODIC PROTECTION CABLE BELOW."
AutoCAD SHX Text
3 IN PVC CONDUIT W/3/4 IN PULL TAPE FROM PG&E ENCLOSURE TO NEW METER
AutoCAD SHX Text
(SEE NOTE 7.)
AutoCAD SHX Text
LOCAL OR IMPORTED BACKFILL (SEE NOTE 5.)
AutoCAD SHX Text
AGGREGATE BASE (SEE NOTE 4.)
AutoCAD SHX Text
LOCAL OR IMPORTED BACKFILL (SEE NOTE 4.)
AutoCAD SHX Text
LOCAL OR IMPORTED BACKFILL (SEE NOTE 3.)
AutoCAD SHX Text
LOCAL OR IMPORTED BACKFILL (SEE NOTE 2.)
AutoCAD SHX Text
EXCAVATED OR IMPORTED BACKFILL (SEE NOTE 3.)
AutoCAD SHX Text
AGGREGATE BASE (SEE NOTE 2.)
AutoCAD SHX Text
AQUEDUCT
AutoCAD SHX Text
RESTORE SURFACE TO MATCH EXISTING TOPSOIL, PLANTS, OR GRAVEL
AutoCAD SHX Text
EXISTING GRADE
AutoCAD SHX Text
6 IN MAX
AutoCAD SHX Text
6 IN
AutoCAD SHX Text
UNIFORM TRENCH CUT EACH SIDE
AutoCAD SHX Text
EXISTING PAVEMENT GRADE
AutoCAD SHX Text
4 IN A.C. MIN OVER CONCRETE
AutoCAD SHX Text
12 IN CONCRETE (RED)
AutoCAD SHX Text
AGGREGATE BASE
AutoCAD SHX Text
2" RED CDF ENVELOPE AROUND CONDUIT
AutoCAD SHX Text
12 IN
AutoCAD SHX Text
DETECTABLE WARNING TAPE
AutoCAD SHX Text
CATHODIC PROTECTION CABLE UNPAVED AREAS
AutoCAD SHX Text
FINISHED GRADE
AutoCAD SHX Text
PG&E SECONDARY ELECTRIC
AutoCAD SHX Text
CABLE-TO-PIPE CONNECTIONS ALL PAVED ROADS
AutoCAD SHX Text
WARNING TAPE
AutoCAD SHX Text
EXISTING GRADE
AutoCAD SHX Text
WARNING TAPE
AutoCAD SHX Text
CABLE-TO-PIPE CONNECTIONS DIRT ROADS
AutoCAD SHX Text
EXISTING GRADE
AutoCAD SHX Text
EXISTING GRADE
AutoCAD SHX Text
WARNING TAPE
AutoCAD SHX Text
CABLE-TO-PIPE CONNECTIONS OPEN FIELD
AutoCAD SHX Text
CATHODIC PROTECTION CABLE PAVED AREAS
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
CABLE-TO-PIPE CONNECTIONS GRAVEL OR SHALE ROADS
AutoCAD SHX Text
AQUEDUCT
AutoCAD SHX Text
AQUEDUCT
AutoCAD SHX Text
AQUEDUCT
AutoCAD SHX Text
CABLE
AutoCAD SHX Text
SEE NOTE
AutoCAD SHX Text
ASPHALT CONCRETE
AutoCAD SHX Text
BEDDING (SEE NOTE 6.)
AutoCAD SHX Text
BEDDING (SEE NOTE 6.)
AutoCAD SHX Text
BEDDING (SEE NOTE 6.)
AutoCAD SHX Text
WARNING TAPE
AutoCAD SHX Text
COLOR CODE
AutoCAD SHX Text
2 IN
AutoCAD SHX Text
2 IN
AutoCAD SHX Text
VAR
AutoCAD SHX Text
HANDLE
AutoCAD SHX Text
PIPE SURFACE
AutoCAD SHX Text
GRAPHITE COVER
AutoCAD SHX Text
STARTING POWDER
AutoCAD SHX Text
METAL WELDING POWDER
AutoCAD SHX Text
METAL DISC
AutoCAD SHX Text
GRAPHITE MOLD
AutoCAD SHX Text
CABLE
AutoCAD SHX Text
SLEEVE
AutoCAD SHX Text
STEP 1. STEP 2. STEP 3. STEP 4. STEP 5.
AutoCAD SHX Text
NOTE: PROCEDURE SHOWN ABOVE IS TO BE USED AS A GENERAL GUIDE ONLY. CONSULT MANUFACTURER'S LITERATURE FOR SPECIFIC INSTALLATION INSTRUCTIONS.
AutoCAD SHX Text
FILE STRUCTURE CONNECTION AREA TO BARE SHINY METAL AND CLEAN. STRIP INSULATION FROM WIRE. ATTACH SLEEVE REQUIRED ON #6 AWG WIRE OR SMALLER HOLD MOLD FIRMLY WITH OPENING AWAY FROM OPERATOR AND IGNITE WITH FLINT GUN. REMOVE SLAG FROM CONNECTION AND PEEN WELD FOR SOUNDNESS. COVER CONNECTION AND EXPOSED STRUCTURE SURFACE WITH EPOXY COATING COMPOUND OR MORTAR PER DETAIL 2/CP26.
AutoCAD SHX Text
CHIP BACK MORTAR COATING TO PROVIDE CLEARANCE TO ALLOW INSTALLATION OF CABLE CONNECTION IN JOINT RECESS
AutoCAD SHX Text
FILL W/EPOXY TO COVER ALL EXPOSED STEEL & COPPER A MINIMUM OF 1/4"
AutoCAD SHX Text
EXOTHERMIC WELD
AutoCAD SHX Text
COPPER SLEEVE
AutoCAD SHX Text
JOINT BOND CABLE OR TEST STATION CABLE (SIZE AS REQ'D)
AutoCAD SHX Text
FILL TO ORIGINAL THICKNESS WITH CEMENT MORTAR
AutoCAD SHX Text
CEMENT MORTAR COATING
AutoCAD SHX Text
STEEL PIPE
AutoCAD SHX Text
BAR LENGTH ON ORIGINAL DRAWING EQUALS ONE INCH. ADJUST SCALE ACCORDINGLY
AutoCAD SHX Text
H:\Project Folders\2011 Contracts\11036 - SCWA - Petaluma Aqueduct CP System Design\Design\7439_CP Site Plans C3D\16644 CP100% Submittal CP24-CP28 Rev9.4
AutoCAD SHX Text
A G E N C Y
AutoCAD SHX Text
WATER
AutoCAD SHX Text
C 0 U N T Y
AutoCAD SHX Text
SONOMA
AutoCAD SHX Text
D
AutoCAD SHX Text
L
AutoCAD SHX Text
A
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
G
AutoCAD SHX Text
I
AutoCAD SHX Text
T
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
O
AutoCAD SHX Text
T
AutoCAD SHX Text
F
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
F
AutoCAD SHX Text
O
AutoCAD SHX Text
C
AutoCAD SHX Text
L
AutoCAD SHX Text
E
AutoCAD SHX Text
S
AutoCAD SHX Text
No. CR 1035
AutoCAD SHX Text
Exp. June 30, 2019
AutoCAD SHX Text
C
AutoCAD SHX Text
S
AutoCAD SHX Text
T
AutoCAD SHX Text
A
AutoCAD SHX Text
R
AutoCAD SHX Text
R
AutoCAD SHX Text
O
AutoCAD SHX Text
O
AutoCAD SHX Text
H
AutoCAD SHX Text
A
AutoCAD SHX Text
M
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
O
AutoCAD SHX Text
M
AutoCAD SHX Text
M
AutoCAD SHX Text
R
AutoCAD SHX Text
N
AutoCAD SHX Text
I
AutoCAD SHX Text
N
AutoCAD SHX Text
O
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
D
AutoCAD SHX Text
L
AutoCAD SHX Text
G
AutoCAD SHX Text
I
AutoCAD SHX Text
E
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
N
AutoCAD SHX Text
E
AutoCAD SHX Text
P
AutoCAD SHX Text
F
AutoCAD SHX Text
O
AutoCAD SHX Text
R
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
O
AutoCAD SHX Text
I
AutoCAD SHX Text
S

SCWA - PETALUMA

AQUEDUCT

RECTIFIER UNIT

CP STATION NO. A

PIPE STATION B

SCWA - PETALUMA

AQUEDUCT

PIPE STATION B

TYPE C

RECTIFIER I.D. PLATE

FLUSH MOUNTED TEST

STATION I.D. PLATE

SCWA - PETALUMA

AQUEDUCT

PIPE STATION B

TYPE C

POST MOUNTED TEST

STATION I.D. PLATE

7

2

REVIEWED :

BYREVISIONDATENO.

SCALE :

DRAWN :

DATE :

FILE NAME:

CONTRACT NUMBER: NUMBER:

DRAWING

NONE 9/27/17

TDH

PETALUMA AQUEDUCT CATHODIC PROTECTION UPGRADE

CATHODIC PROTECTION DETAILS IV

16644 CP100% Submittal CP24-CP28 Rev9.4.dwg

60-64-7 #2

CP27SHEET 29 OF 30

1100 Willow Pass CourtConcord, CA 94520-1006Phone: (925) 927-6630WWW.JDHCORROSION.COM

AutoCAD SHX Text
EXISTING POWER SOURCE CONNECTIONS
AutoCAD SHX Text
1
AutoCAD SHX Text
PG&E METER
AutoCAD SHX Text
DISCONNECT
AutoCAD SHX Text
POWER POLE
AutoCAD SHX Text
PG&E METER
AutoCAD SHX Text
DISCONNECT
AutoCAD SHX Text
NOTES: 1. INSTALL NEW 30 AMPERE BREAKER IN EXISTING/NEW ELECTRICAL POWER PANEL (TYP). INSTALL NEW 30 AMPERE BREAKER IN EXISTING/NEW ELECTRICAL POWER PANEL (TYP). 2. INSTALL NEW 1" GALVANIZED STEEL CONDUIT FROM POWER PANEL TO RECTIFIER UNIT. INSTALL NEW 1" GALVANIZED STEEL CONDUIT FROM POWER PANEL TO RECTIFIER UNIT. 3. GROUND PANEL PER PG&E REQUIREMENTS.GROUND PANEL PER PG&E REQUIREMENTS.
AutoCAD SHX Text
ELECTRICAL PANEL
AutoCAD SHX Text
ELECTRICAL PANEL
AutoCAD SHX Text
SEE NOTE 2
AutoCAD SHX Text
SEE NOTE 2
AutoCAD SHX Text
ELECTRICAL SERVICE DISCONNECT
AutoCAD SHX Text
-
AutoCAD SHX Text
2
AutoCAD SHX Text
4 IN x 6 IN x 8 FT LONG, FULLY TREATED, WOODEN POST
AutoCAD SHX Text
1" CONDUIT TO LOAD
AutoCAD SHX Text
INCOMING UNDERGROUND SERVICE
AutoCAD SHX Text
SERVICE TERMINATION ENCLOSURE FOR NON-RESIDENTIAL, 3-WIRE, 30 AMPERE SERVICE
AutoCAD SHX Text
MAIN DISCONNECT COMPARTMENT BARRIER
AutoCAD SHX Text
TEST BYPASS FACILITIES
AutoCAD SHX Text
SERVICE TERMINATION ENCLOSURE, COMBINATION METER SOCKET PANEL
AutoCAD SHX Text
2 IN GALVANIZED RIGID STEEL CONDUIT
AutoCAD SHX Text
2 IN GRS CONDUIT W/24 IN MIN BEND
AutoCAD SHX Text
SERVICE CABLE INSTALLED BY PG&E
AutoCAD SHX Text
GRADE
AutoCAD SHX Text
HUB & CLAMP
AutoCAD SHX Text
1 IN DIA. CONDUIT
AutoCAD SHX Text
CONDUIT SUPPORT
AutoCAD SHX Text
1" GALVANIZED RIGID STEEL CONDUIT
AutoCAD SHX Text
GALVANIZED RIGID STEEL CONDUIT W/GROUND WIRE
AutoCAD SHX Text
EXISTING METER PEDESTAL TYPE I
AutoCAD SHX Text
EXISTING METER PEDESTAL TYPE II
AutoCAD SHX Text
EXISTING POLE MOUNTED METER/DISCONNECT TYPE III
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
NOTES: 1. THE ENGRAVED LETTERING SHALL BE 3/8 INCH HIGH, WHITE ON BLACK. THE ENGRAVED LETTERING SHALL BE 3/8 INCH HIGH, WHITE ON BLACK. 2. THE PLATES SHALL BE BOLTED TO THE RECTIFIER/FLUSH TEST STATION TERMINAL BOX WITH THE PLATES SHALL BE BOLTED TO THE RECTIFIER/FLUSH TEST STATION TERMINAL BOX WITH PLATES SHALL BE BOLTED TO THE RECTIFIER/FLUSH TEST STATION TERMINAL BOX WITH PLATES SHALL BE BOLTED TO THE RECTIFIER/FLUSH TEST STATION TERMINAL BOX WITH SHALL BE BOLTED TO THE RECTIFIER/FLUSH TEST STATION TERMINAL BOX WITH SHALL BE BOLTED TO THE RECTIFIER/FLUSH TEST STATION TERMINAL BOX WITH BE BOLTED TO THE RECTIFIER/FLUSH TEST STATION TERMINAL BOX WITH BE BOLTED TO THE RECTIFIER/FLUSH TEST STATION TERMINAL BOX WITH BOLTED TO THE RECTIFIER/FLUSH TEST STATION TERMINAL BOX WITH BOLTED TO THE RECTIFIER/FLUSH TEST STATION TERMINAL BOX WITH TO THE RECTIFIER/FLUSH TEST STATION TERMINAL BOX WITH TO THE RECTIFIER/FLUSH TEST STATION TERMINAL BOX WITH THE RECTIFIER/FLUSH TEST STATION TERMINAL BOX WITH THE RECTIFIER/FLUSH TEST STATION TERMINAL BOX WITH RECTIFIER/FLUSH TEST STATION TERMINAL BOX WITH RECTIFIER/FLUSH TEST STATION TERMINAL BOX WITH TEST STATION TERMINAL BOX WITH TEST STATION TERMINAL BOX WITH STATION TERMINAL BOX WITH STATION TERMINAL BOX WITH TERMINAL BOX WITH TERMINAL BOX WITH BOX WITH BOX WITH WITH WITH 1/4 INCH DIAMETER BRASS BOLTS. 3. POST MOUNTED TEST STATION ID PLATES SHALL CONSIST OF 1/16" THICK SS 316 CURVED POST MOUNTED TEST STATION ID PLATES SHALL CONSIST OF 1/16" THICK SS 316 CURVED MOUNTED TEST STATION ID PLATES SHALL CONSIST OF 1/16" THICK SS 316 CURVED MOUNTED TEST STATION ID PLATES SHALL CONSIST OF 1/16" THICK SS 316 CURVED TEST STATION ID PLATES SHALL CONSIST OF 1/16" THICK SS 316 CURVED TEST STATION ID PLATES SHALL CONSIST OF 1/16" THICK SS 316 CURVED STATION ID PLATES SHALL CONSIST OF 1/16" THICK SS 316 CURVED STATION ID PLATES SHALL CONSIST OF 1/16" THICK SS 316 CURVED ID PLATES SHALL CONSIST OF 1/16" THICK SS 316 CURVED ID PLATES SHALL CONSIST OF 1/16" THICK SS 316 CURVED PLATES SHALL CONSIST OF 1/16" THICK SS 316 CURVED PLATES SHALL CONSIST OF 1/16" THICK SS 316 CURVED SHALL CONSIST OF 1/16" THICK SS 316 CURVED SHALL CONSIST OF 1/16" THICK SS 316 CURVED CONSIST OF 1/16" THICK SS 316 CURVED CONSIST OF 1/16" THICK SS 316 CURVED OF 1/16" THICK SS 316 CURVED OF 1/16" THICK SS 316 CURVED 1/16" THICK SS 316 CURVED 1/16" THICK SS 316 CURVED THICK SS 316 CURVED THICK SS 316 CURVED SS 316 CURVED SS 316 CURVED 316 CURVED 316 CURVED CURVED CURVED MOUNTING PLATE WITH 1/2" ENGRAVED LETTERING, AND SHALL BE MOUNTED TO THE POST PLATE WITH 1/2" ENGRAVED LETTERING, AND SHALL BE MOUNTED TO THE POST PLATE WITH 1/2" ENGRAVED LETTERING, AND SHALL BE MOUNTED TO THE POST WITH 1/2" ENGRAVED LETTERING, AND SHALL BE MOUNTED TO THE POST WITH 1/2" ENGRAVED LETTERING, AND SHALL BE MOUNTED TO THE POST 1/2" ENGRAVED LETTERING, AND SHALL BE MOUNTED TO THE POST 1/2" ENGRAVED LETTERING, AND SHALL BE MOUNTED TO THE POST ENGRAVED LETTERING, AND SHALL BE MOUNTED TO THE POST ENGRAVED LETTERING, AND SHALL BE MOUNTED TO THE POST LETTERING, AND SHALL BE MOUNTED TO THE POST LETTERING, AND SHALL BE MOUNTED TO THE POST AND SHALL BE MOUNTED TO THE POST AND SHALL BE MOUNTED TO THE POST SHALL BE MOUNTED TO THE POST SHALL BE MOUNTED TO THE POST BE MOUNTED TO THE POST BE MOUNTED TO THE POST MOUNTED TO THE POST MOUNTED TO THE POST TO THE POST TO THE POST THE POST THE POST POST POST WITH EPOXY PUTTY AND FOUR STAINLESS STEEL SCREWS. TEXT SHALL BE CENTERED.
AutoCAD SHX Text
LEGEND A- CP STATION NUMBER B- PIPE STATIONING C- TEST STATION TYPE: IJTS, VATS, CTS, CATS, FPTS OR BTS. SOME NOT USED.
AutoCAD SHX Text
I.D. PLATES
AutoCAD SHX Text
-
AutoCAD SHX Text
6
AutoCAD SHX Text
CP20, CP21, CP27
AutoCAD SHX Text
ENGRAVED MICARTA PLATES
AutoCAD SHX Text
3 INCH DIA
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
STEEL BOLLARD POST
AutoCAD SHX Text
5
AutoCAD SHX Text
VAR
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
1/8" SELF TAPPING SS SCREW (TYP)
AutoCAD SHX Text
SEE NOTE 2
AutoCAD SHX Text
SERVICE TERMINATION ENCLOSURE, COMBINATION METER SOCKET PANEL
AutoCAD SHX Text
2 IN DIA. GRS CONDUIT W/24 IN MIN BEND
AutoCAD SHX Text
SERVICE CABLE INSTALLED BY PG&E
AutoCAD SHX Text
GRADE
AutoCAD SHX Text
1 IN DIA. GRS CONDUIT
AutoCAD SHX Text
1" GALVANIZED RIGID STEEL CONDUIT FITTING
AutoCAD SHX Text
GALVANIZED RIGID STEEL CONDUIT FITTING W/GROUND WIRE
AutoCAD SHX Text
RECTIFIER ENCLOSURE
AutoCAD SHX Text
SEE DETAIL CONCRETE PAD
AutoCAD SHX Text
CP24
AutoCAD SHX Text
NEW ELECTRICAL SERVICE ON SIDE OF NEW RECTIFIER ENCLOSURE
AutoCAD SHX Text
-
AutoCAD SHX Text
4
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
SERVICE TERMINATION ENCLOSURE & COMBINATION METER SOCKET PANEL
AutoCAD SHX Text
ARC FLASH WARNING LABEL PER NFPA 70E
AutoCAD SHX Text
2" GALVANIZED RIGID STEEL CONDUIT
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
3
AutoCAD SHX Text
NOTE: INSTALL PERMANENT WOOD POST UNDERGROUND SERVICE & GROUND ROD IN ACCORDANCE WITH PG&E GREENBOOK DOCUMENT 054712.
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
NEW ELECTRICAL SERVICE ON WOODEN POST
AutoCAD SHX Text
NOTES: 1. RIGID GALVANIZED RIGID GALVANIZED STEEL PIPE. 2. PROVIDE TWO COATS PROVIDE TWO COATS OF YELLOW PAINT WITH A TOTAL DRY FILM THICKNESS (DFT) OF 16 MILS.
AutoCAD SHX Text
SEE DETAIL GROUND ROD INSPECTION BOX (SEE NOTE 3.)
AutoCAD SHX Text
CP28
AutoCAD SHX Text
58"X8' COPPER-CLAD STEEL GROUND ROD
AutoCAD SHX Text
BAR LENGTH ON ORIGINAL DRAWING EQUALS ONE INCH. ADJUST SCALE ACCORDINGLY
AutoCAD SHX Text
H:\Project Folders\2011 Contracts\11036 - SCWA - Petaluma Aqueduct CP System Design\Design\7439_CP Site Plans C3D\16644 CP100% Submittal CP24-CP28 Rev9.4
AutoCAD SHX Text
A G E N C Y
AutoCAD SHX Text
WATER
AutoCAD SHX Text
C 0 U N T Y
AutoCAD SHX Text
SONOMA
AutoCAD SHX Text
D
AutoCAD SHX Text
L
AutoCAD SHX Text
A
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
G
AutoCAD SHX Text
I
AutoCAD SHX Text
T
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
O
AutoCAD SHX Text
T
AutoCAD SHX Text
F
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
F
AutoCAD SHX Text
O
AutoCAD SHX Text
C
AutoCAD SHX Text
L
AutoCAD SHX Text
E
AutoCAD SHX Text
S
AutoCAD SHX Text
No. CR 1035
AutoCAD SHX Text
Exp. June 30, 2019
AutoCAD SHX Text
C
AutoCAD SHX Text
S
AutoCAD SHX Text
T
AutoCAD SHX Text
A
AutoCAD SHX Text
R
AutoCAD SHX Text
R
AutoCAD SHX Text
O
AutoCAD SHX Text
O
AutoCAD SHX Text
H
AutoCAD SHX Text
A
AutoCAD SHX Text
M
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
O
AutoCAD SHX Text
M
AutoCAD SHX Text
M
AutoCAD SHX Text
R
AutoCAD SHX Text
N
AutoCAD SHX Text
I
AutoCAD SHX Text
N
AutoCAD SHX Text
O
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
D
AutoCAD SHX Text
L
AutoCAD SHX Text
G
AutoCAD SHX Text
I
AutoCAD SHX Text
E
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
N
AutoCAD SHX Text
E
AutoCAD SHX Text
P
AutoCAD SHX Text
F
AutoCAD SHX Text
O
AutoCAD SHX Text
R
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
O
AutoCAD SHX Text
I
AutoCAD SHX Text
S

REVIEWED :

BYREVISIONDATENO.

SCALE :

DRAWN :

DATE :

FILE NAME:

CONTRACT NUMBER: NUMBER:

DRAWING

NONE 9/27/17

TDH

PETALUMA AQUEDUCT CATHODIC PROTECTION UPGRADE

CATHODIC PROTECTION DETAILS V

16644 CP100% Submittal CP24-CP28 Rev9.4.dwg

60-64-7 #2

CP28SHEET 30 OF 30

1100 Willow Pass CourtConcord, CA 94520-1006Phone: (925) 927-6630WWW.JDHCORROSION.COM

AutoCAD SHX Text
1
AutoCAD SHX Text
NOTES: 1. CUSTOMER'S EQUIPMENT MUST NOT BE INSTALLED IN THE CLIMBING SPACE OR OVER THE POLE BRAND. CUSTOMER'S EQUIPMENT MUST NOT BE INSTALLED IN THE CLIMBING SPACE OR OVER THE POLE BRAND. 2. INSTALLATION OF CONDUCTORS FROM PG&E SOURCE TO ELECTRICAL METER SHALL MEET PG&E GREENBOOK REQUIREMENTS. INSTALLATION OF CONDUCTORS FROM PG&E SOURCE TO ELECTRICAL METER SHALL MEET PG&E GREENBOOK REQUIREMENTS. 3. INSTALLATION OF NEW PG&E POLE, NEW TRANSFORMER, NEW OVERHEAD SECONDARY ELECTRICAL CABLE, NEW AC METER, NEW PULL BOX, AND NEW 2" UNDERGROUND CONDUIT SHALL BE PER PG&E REQUIREMENTS. INSTALLATION OF NEW PG&E POLE, NEW TRANSFORMER, NEW OVERHEAD SECONDARY ELECTRICAL CABLE, NEW AC METER, NEW PULL BOX, AND NEW 2" UNDERGROUND CONDUIT SHALL BE PER PG&E REQUIREMENTS. 4. INSTALL SERVICE POLE FOR SITE 2 (HEARN AVE.), SITE 3 (TODD ROAD), AND SITE 10 (EAST RAILROAD AVENUE).INSTALL SERVICE POLE FOR SITE 2 (HEARN AVE.), SITE 3 (TODD ROAD), AND SITE 10 (EAST RAILROAD AVENUE).
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
NEW ELECTRICAL WOODEN SERVICE POLE
AutoCAD SHX Text
GROUND ROD INSPECTION BOX
AutoCAD SHX Text
2
AutoCAD SHX Text
CP24
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
NEW PULL BOX JENSEN B1017, TRAFFIC RATED (TYP)
AutoCAD SHX Text
2" CONDUIT RISER (PER PG&E REQUIREMMENTS)
AutoCAD SHX Text
2" UNDERGROUND CONDUIT
AutoCAD SHX Text
RECTIFIER ENCLOSURE
AutoCAD SHX Text
SELF-CONTAINED AC METER
AutoCAD SHX Text
FINISHED GRADE
AutoCAD SHX Text
CONCRETE TRAFFIC BOX W/CAST IRON COVER MARKED "GROUND"
AutoCAD SHX Text
CONCRETE COLLAR 3000 PSI
AutoCAD SHX Text
COPPER GROUND CLAMP
AutoCAD SHX Text
FINISHED GRADE
AutoCAD SHX Text
58"X8' COPPER-CLAD STEEL GROUND ROD
AutoCAD SHX Text
#6 REBAR CENTERED IN COLLAR
AutoCAD SHX Text
DRAIN ROCK
AutoCAD SHX Text
3/4-INCH DIA PVC CONDUIT & BUSHING W/1- #8 AWG BARE COPPER
AutoCAD SHX Text
GUY WIRE
AutoCAD SHX Text
2" CONDUIT RISER (PER PG&E REQUIREMMENTS)
AutoCAD SHX Text
2" UNDERGROUND CONDUIT
AutoCAD SHX Text
SELF-CONTAINED AC METER
AutoCAD SHX Text
FINISHED GRADE
AutoCAD SHX Text
GUY WIRE
AutoCAD SHX Text
PG&E LINE
AutoCAD SHX Text
PG&E LINE
AutoCAD SHX Text
POLE
AutoCAD SHX Text
POLE
AutoCAD SHX Text
NEW SERVICE POLE WITH METER MOUNTED TO RECTIFIER
AutoCAD SHX Text
NEW SERVICE POLE WITH METER MOUNTED ON POLE
AutoCAD SHX Text
TO RECTIFIER DISCONNECT SWITCH
AutoCAD SHX Text
VAR
AutoCAD SHX Text
BAR LENGTH ON ORIGINAL DRAWING EQUALS ONE INCH. ADJUST SCALE ACCORDINGLY
AutoCAD SHX Text
H:\Project Folders\2011 Contracts\11036 - SCWA - Petaluma Aqueduct CP System Design\Design\7439_CP Site Plans C3D\16644 CP100% Submittal CP24-CP28 Rev9.4
AutoCAD SHX Text
A G E N C Y
AutoCAD SHX Text
WATER
AutoCAD SHX Text
C 0 U N T Y
AutoCAD SHX Text
SONOMA
AutoCAD SHX Text
D
AutoCAD SHX Text
L
AutoCAD SHX Text
A
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
G
AutoCAD SHX Text
I
AutoCAD SHX Text
T
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
O
AutoCAD SHX Text
T
AutoCAD SHX Text
F
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
F
AutoCAD SHX Text
O
AutoCAD SHX Text
C
AutoCAD SHX Text
L
AutoCAD SHX Text
E
AutoCAD SHX Text
S
AutoCAD SHX Text
No. CR 1035
AutoCAD SHX Text
Exp. June 30, 2019
AutoCAD SHX Text
C
AutoCAD SHX Text
S
AutoCAD SHX Text
T
AutoCAD SHX Text
A
AutoCAD SHX Text
R
AutoCAD SHX Text
R
AutoCAD SHX Text
O
AutoCAD SHX Text
O
AutoCAD SHX Text
H
AutoCAD SHX Text
A
AutoCAD SHX Text
M
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
O
AutoCAD SHX Text
M
AutoCAD SHX Text
M
AutoCAD SHX Text
R
AutoCAD SHX Text
N
AutoCAD SHX Text
I
AutoCAD SHX Text
N
AutoCAD SHX Text
O
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
D
AutoCAD SHX Text
L
AutoCAD SHX Text
G
AutoCAD SHX Text
I
AutoCAD SHX Text
E
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
N
AutoCAD SHX Text
E
AutoCAD SHX Text
P
AutoCAD SHX Text
F
AutoCAD SHX Text
O
AutoCAD SHX Text
R
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
O
AutoCAD SHX Text
I
AutoCAD SHX Text
S