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
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SONOMA COUNTY WATER AGENCY
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PETALUMA AQUEDUCT
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CATHODIC PROTECTION UPGRADE
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SHEET NO.
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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
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DRAWING NO.
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TITLE
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101
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U. S.
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101
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U. S.
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HWY
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HWY 1
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COUNTY
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MARIN
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COUNTY
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SONOMA
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COUNTY
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COUNTY
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SONOMA
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NAPA
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LAKE COUNTY
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COUNTY
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COUNTY
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SONOMA
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MENDOCINO
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PETALUMA
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SONOMA
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COTATI
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ROHNERT PARK
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FORESTVILLE
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HEALDSBURG
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WINDSOR
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SEBASTOPOL
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SANTA ROSA
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%%u LOCATION MAP %%U
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NOT TO SCALE
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CLOVERDALE
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Russian
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River
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P a c i f i c O c e a n
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PROJECT
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SONOMA
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AQUEDUCT
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PETALUMA AQUEDUCT
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STATIONING
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BAR LENGTH ON ORIGINAL DRAWING EQUALS ONE INCH. ADJUST SCALE ACCORDINGLY
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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
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A G E N C Y
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WATER
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C 0 U N T Y
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SONOMA
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No. CR 1035
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Exp. June 30, 2019
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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
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ABBREVIATIONS
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5.
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STATIONING :
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ORIENTATION :
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HORIZONTAL
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DATUM :
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VERTICAL
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GENERAL NOTES
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DETAIL
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CP3
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CP3
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CP4
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CP4
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TYPICAL SECTION LETTERING AND DETAIL NUMBERING SYSTEM
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LEGEND
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OH
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OH
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WV
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CONCRETE CAP :
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MH
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ELECTRICAL WORK:
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7.
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WM
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BAR LENGTH ON ORIGINAL DRAWING EQUALS ONE INCH. ADJUST SCALE ACCORDINGLY
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A G E N C Y
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WATER
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SONOMA
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No. CR 1035
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±
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
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PETALUMA AQUEDUCT LOCATION PLAN
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1
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1" = 2,500 FT
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-
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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.
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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 - -
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CATHODIC PROTECTION STATION (CP STATION)
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CORROSION TEST STATION (CTS)
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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 - -
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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.
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BAR LENGTH ON ORIGINAL DRAWING EQUALS ONE INCH. ADJUST SCALE ACCORDINGLY
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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
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A G E N C Y
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WATER
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C 0 U N T Y
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SONOMA
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No. CR 1035
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Exp. June 30, 2019
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NEW RECTIFIER & ANODE BED, CP NO. 2 STATION 183+95 ON DRAWING NO. CP4
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NEW RECTIFIER & ANODE BED, CP NO. 3 STATION 274+40 ON DRAWING NO. CP5
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NEW RECTIFIER & ANODE BED, CP NO. 4 STATION 366+15 ON DRAWING NO. CP8
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NEW RECTIFIER & ANODE BED, CP NO. 5 STATION 475+45 ON DRAWING NO. CP11
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NEW RECTIFIER & ANODE BED, CP NO. 8 STATION 868+60 ON DRAWING NO. CP23
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NEW CORROSION TEST STATION STATION 70+00 ON DRAWING NO. CP2
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NEW CORROSION TEST STATION STATION 294+00 ON DRAWING NO. CP6
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NEW CORROSION TEST STATION STATION 320+00 ON DRAWING NO. CP7
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NEW CORROSION TEST STATION STATION 376+00 ON DRAWING NO. CP9
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CORROSION TEST STATION UPGRADE STATION 623+90 ON DRAWING NO. CP14
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NEW RECTIFIER & ANODE BED, CP NO. 6 STATION 610+15 ON DRAWING NO. CP13
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CORROSION TEST STATION UPGRADE STATION 630+90 ON DRAWING NO. CP15
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NEW CORROSION TEST STATION STATION 804+00 ON DRAWING NO. CP18
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NEW CORROSION TEST STATION STATION 855+00 ON DRAWING NO. CP22
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NEW CORROSION TEST STATION STATION 831+10 ON DRAWING NO. CP20
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NEW CORROSION TEST STATION STATION 841+90 ON DRAWING NO. CP21
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PETALUMA AQUEDUCT
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US 101
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OLD
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REDWOOD
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HIGHWAY
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BODEGA AVENUE
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US 101
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NORTH MCDOWELL BOULEVARD
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PETALUMA
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BOULEVARD
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NORTH
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US 101
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EAST
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COTATI
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AVENUE
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ROHNERT
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PARK
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EXPRESSWAY
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US 101
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US 101
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SANTA
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ROSA
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AVENUE
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CA 12
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CA 12
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HEARN
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AVENUE
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TODD
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ROAD
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GOLF
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COURSE
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DRIVE
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SOUTHWEST
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BLVD.
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EAST
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RAILROAD
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AVENUE
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ELY RD N.
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CORONA RD
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EAST
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WASHINGTON
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ST
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MCNEAR
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AVE.
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NEW RECTIFIER & ANODE BED, CP NO. 1 STATION 84+70 ON DRAWING NO. CP3
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NEW CORROSION TEST STATION STATION 388+50 ON DRAWING NO. CP10 ON DRAWING NO. CP10
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CORROSION TEST STATION UPGRADE STATION 641+80 ON DRAWING NO. CP16
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NEW CORROSION TEST STATION STATION 816+50 ON DRAWING NO. CP19
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PETALUMA
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BARHAM
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HILL
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ROAD
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PETALUMA
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HILL
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ROAD
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CORBY
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AVE.
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DAVIS
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LANE
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BANNON LN
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SITE NO. 2
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SITE NO. 1
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SITE NO. 9
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SITE NO.13
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SITE NO.14
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SITE NO.12
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SITE NO.15
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SITE NO.17
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SITE NO.18
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SITE NO.19
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SITE NO.20
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SITE NO.21
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SITE NO.22
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NEW CORROSION TEST STATION STATION 719+60 ON DRAWING NO. CP17
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SITE NO.16
REVIEWED :
BYREVISIONDATENO.
SCALE :
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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.
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PETALUMA
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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
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1" = 10'
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scale
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10
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0
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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
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S.C.W.A.EASEMENT 1808 OR 163EASEMENT 1808 OR 163
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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
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EASEMENT PER 345 MAPS 22
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35' S.C.W.A. EASEMENT
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2802 OR 445
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H:\Project Folders\2011 Contracts\11036 - SCWA - Petaluma Aqueduct CP System Design\Design\7439_CP Site Plans C3D\7439_CP3 Rev9.4
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
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25' (WIDE) S.C.W.A. EASEMENT 1862 O.R. 790
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A.P.N. 134-171-060
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A.P.N. 134-171-060
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H:\Project Folders\2011 Contracts\11036 - SCWA - Petaluma Aqueduct CP System Design\Design\7439_CP Site Plans C3D\7439_CP4 Rev9.4
BAR LENGTH ON ORIGINAL DRAWING EQUALS ONE INCH. ADJUST SCALE ACCORDINGLY
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H:\Project Folders\2011 Contracts\11036 - SCWA - Petaluma Aqueduct CP System Design\Design\7439_CP Site Plans C3D\7439_CP11 Rev9.4
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S.M.A.R.T.D. APN 046-051-036
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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
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BAR LENGTH ON ORIGINAL DRAWING EQUALS ONE INCH. ADJUST SCALE ACCORDINGLY
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WATER
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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
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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
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11
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13
14
15
16
17
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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
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6
17
17
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BAR LENGTH ON ORIGINAL DRAWING EQUALS ONE INCH. ADJUST SCALE ACCORDINGLY
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WATER
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C 0 U N T Y
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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
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S.M.A.R.T.D. APN 047-213-025 APN 047-213-025
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S.C.W.A. APN 047-213-026
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S.M.A.R.T.D. APN 047-214-022 APN 047-214-022
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S.C.W.A. EASEMENT 1803 O.R. 054
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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
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WATER
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C 0 U N T Y
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SONOMA
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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
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S.M.A.R.T.D. APN 047-213-025
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S.C.W.A. EASEMENT 1803 O.R. 054
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A.P.N. 047-213-027 & 137-011-022
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CORROSION TEST STATION, STATION 623+90
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CORROSION TEST STATION, STATION 623+90
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S.C.W.A. APN 047-213-026
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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
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STATION 630+90
CORROSION TEST STATION,
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BAR LENGTH ON ORIGINAL DRAWING EQUALS ONE INCH. ADJUST SCALE ACCORDINGLY
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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
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S.M.A.R.T.D. APN 137-011-026
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S.C.W.A. EASEMENT 1803 O.R. 054
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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 .
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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
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CP26
9
9
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BAR LENGTH ON ORIGINAL DRAWING EQUALS ONE INCH. ADJUST SCALE ACCORDINGLY
AutoCAD SHX Text
A G E N C Y
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WATER
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C 0 U N T Y
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SONOMA
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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
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CORROSION TEST STATION, STATION 641+80
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CORROSION TEST STATION, STATION 641+80
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S.M.A.R.T.D. APN 137-011-026
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S.C.W.A. EASEMENT 1815 O.R. 931
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A.P.N. 037-011-024
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APN 007-582-007
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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
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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
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BAR LENGTH ON ORIGINAL DRAWING EQUALS ONE INCH. ADJUST SCALE ACCORDINGLY
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A G E N C Y
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WATER
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C 0 U N T Y
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SONOMA
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H:\Project Folders\2011 Contracts\11036 - SCWA - Petaluma Aqueduct CP System Design\Design\7439_CP Site Plans C3D\7439_CP17 Rev9.4
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S.C.W.A. EASEMENT 1822 O.R. 77
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APN 007-391-011
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APN 007-391-036
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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
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1
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STATION (FLUSH)
STA 804+00
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8
9
10
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8
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11
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WATER
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C 0 U N T Y
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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
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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
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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
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2
3
4
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STATION
STA 816+50
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12
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A G E N C Y
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WATER
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C 0 U N T Y
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SONOMA
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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
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scale
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10
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0
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10
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feet
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20
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N
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APN 008-053-009
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APN 008-053-008
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APN 008-053-007
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APN 008- 063-009
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APN 008-063-008
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APN 008-063-011
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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
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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
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A G E N C Y
AutoCAD SHX Text
WATER
AutoCAD SHX Text
C 0 U N T Y
AutoCAD SHX Text
SONOMA
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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
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feet
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20
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APN 008-125-014
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APN 008-125-008
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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
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WATER
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C 0 U N T Y
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SONOMA
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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
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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
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4
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1
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5
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7
7
7
6
6
5
4
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STATION 855+00
4
2
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APN 008-301-008
MOUNTAIN
VIEW AVENUE
APN 008-313-039
CORROSION TEST STATION,
STATION 855+00
2
CP26
8
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BAR LENGTH ON ORIGINAL DRAWING EQUALS ONE INCH. ADJUST SCALE ACCORDINGLY
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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
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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)
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15
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2
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10 105
VAULT
EXISTING PG&E AC LINE
PETALUMA AQUEDUCT METER VAULT
EXISTING MANHOLE
APPROXIMATE LOCATION OF OVERHEAD POWER LINES
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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
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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
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TO ANODE JUNCTION BOX
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TO RECTIFIER PAD
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CONCRETE BOX
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ANODE INSTALLATION
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VENT PIPE
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ANODE CABLES
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#6 REBAR
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TO RECTIFIER PAD
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2-IN PVC VENT PIPE
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SEE DETAIL PERFORATED VENT PIPE
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"C" FEET - TOTAL ANODE BED DEPTH
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DEEP ANODE BED
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ANODE CENTRALIZER (TYP OF 3 AT 120 SPACING)
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ATTACH ANODE CABLES TO VENT PIPE W/PVC TAPE AT 1 FT ABOVE EACH ANODE & AT 10 FT INTERVALS ABOVE TOP ANODE
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DRAIN ROCK
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PVC TAPE
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#6 REBAR
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TO RECTIFIER PAD
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3 IN
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SLOPE 1 IN EACH 10 IN
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STANDARD 12-INCH C.I. VALVE BOX RING & H-20 RATED TRAFFIC COVER MARKED "ANODE"
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GROUND TO SLOPE AWAY FROM ANODE BED
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CONCRETE MOUNTING PAD 36 IN X 36 IN X 6 IN THICK
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ANODE CABLES (3 FT LOOP)
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STANDARD 12-INCH C.I. VALVE BOX RING & H-20 RATED TRAFFIC COVER MARKED "ANODE"
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CONCRETE MOUNTING PAD 36 IN X 36 IN x 6 IN THICK
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3-INCH SCH 80 PVC CONDUIT W/("A") #8 AWG/HALAR-HMWPE ANODE CABLES (SEE TABLE 1 ON CP1)
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3-INCH SCH 80 PVC CONDUIT W/("A") #8 AWG/HALAR- HMWPE ANODE CABLES (SEE TABLE 1 ON CP1)
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ASPHALT
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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.
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PREMIXED NEAT CEMENT
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63-POUND, HIGH SILICON CAST IRON ANODE
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#8 AWG/HALAR- HMWPE ANODE CABLE
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COUPLING (SEE NOTE 2.)
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PREMIXED NON-SHRINK GROUT
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TO ANODE JUNCTION BOX
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TO ANODE JUNCTION BOX
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PREMIXED NON-SHRINK GROUT
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STEEL ANODE BED CASING (IF REQ'D TO PREVENT HOLE CAVE-IN) (SEE NOTE)
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2" DIA SCH 80 PVC VENT PIPE
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1/16 INCH PERFORATION (TYP)
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COUPLING (IF REQ'D)
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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.
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NOT TO SCALE
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NOT TO SCALE
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NOT TO SCALE
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NOT TO SCALE
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NOT TO SCALE
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NOT TO SCALE
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NOT TO SCALE
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NOTE: SEE TABLE 1 ON SHEET 3 FOR ANODE QUANTITY ("A"), ACTIVE LENGTH ("B"), ANODE BED DEPTH ("C") & GROUT SEAL LENGTH ("D").
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ANODE BED TESTING CAP
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INSULATED BUSHING
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ANODE BED TESTING CAP
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ANODE CABLES (3 FT LOOP)
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ANODE #1
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PVC CAP
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VENT PIPE
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PVC TAPE
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SAND
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COKE BREEZE
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COKE BREEZE
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HEADER
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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
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NICKEL PLATED BRASS HARDWARE
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COPPER BUS BAR (8 IN x 1 IN x 1/4 IN THICK)
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0.001 OHM 25 AMP SHUNT (TYP OF "A") (SEE TABLE 1 ON SHEET 3)
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#8 AWG CABLES FROM ANODES
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ENGRAVED MICARTA LABEL (TYP)
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#4 AWG/HMWPE ANODE HEADER CABLE TO RECTIFIER POSITIVE
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FABRIC REINFORCED PHENOLIC PANEL (10.75 IN x 8.88 IN x 14 IN THICK)
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COPPER LUG (TYP)
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EXISTING GRADE
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SEE DETAIL ANODE JUNCTION PANEL
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SEE DETAIL CONCRETE PAD
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#4 AWG/HMWPE HEADER CABLE TO RECTIFIER POSITIVE
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AIR-COOLED RECTIFIER MOUNTED INSIDE CABINET
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1-INCH DIA RIGID GALV. STEEL CONDUIT W/(1) - #4 AWG/HMWPE DRAIN CABLE TO RECTIFIER NEGATIVE & (1)-#10 AWG TEST CABLE
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3-INCH DIA RIGID GALV. STEEL CONDUIT W/("A") - #8 AWG ANODE CABLES (SEE TABLE 1 ON CP1)
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3/4-INCH DIA SCH 80 PVC CONDUIT & BUSHING W/1-#8 AWG BARE COPPER
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WARNING TAPE
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PG&E METER SOCKET AND AC DISCONNECT (SEE NOTE 2.)
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LATCH HANDLE DESIGNED FOR USE WITH REMOVABLE LOCK
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POSITIVE
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TEST
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NEGATIVE
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COARSE
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FINE
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2" CONDUIT FOR AC POWER CABLES
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AC POWER SUPPLY
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60" RECTIFIER CABINET (FOR I.D. PLATE SEE DETAIL 6/CP23)
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SCREENED VENT PIPE
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WARNING TAPE
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TO DEEP ANODE BED
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TO PETALUMA AQ
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TO ANODES
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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.
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TAPE ENDS OF ANODE CENTRALIZERS TO COVER LEADING METAL EDGE IN ORDER TO PREVENT DAMAGING CABLE INSULATION DURING INSTALLATION
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CP27
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#6 REBAR, 10 INCHES APART, EACH WAY & CENTERED IN SLAB
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SEE DETAIL BOLLARD
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6 INCH THICK CONCRETE PAD
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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.
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RECTIFIER CABINET
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INSULATED BUSHING
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120 120 120
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(1)#4 DRAIN CABLE & (1)#10 TEST CABLE TO PIPE
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STEEL ANODE BED CASING (IF REQ'D TO PREVENT HOLE CAVE-IN) (SEE NOTE)
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RMU
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SEE DETAIL GROUND ROD INSPECTION BOX (SEE NOTE 3.)
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CP28
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"D" FEET - GROUT SEAL LENGTH
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VAR
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VAR
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58"X8' COPPER-CLAD STEEL GROUND ROD
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BAR LENGTH ON ORIGINAL DRAWING EQUALS ONE INCH. ADJUST SCALE ACCORDINGLY
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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
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A G E N C Y
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WATER
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C 0 U N T Y
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SONOMA
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No. CR 1035
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Exp. June 30, 2019
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REVIEWED :
BYREVISIONDATENO.
SCALE :
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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
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FLUSH MOUNTED TEST STATION CONCRETE BOX
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CP26
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CONCRETE TRAFFIC BOX W/CAST IRON COVER MARKED "CP TEST"
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CONCRETE COLLAR 3000 PSI
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SEE DETAIL TERMINAL BOX I.D. PLATE
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CP27
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CTS - CORROSION TEST STATION (POST MOUNTED)
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4
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NOT TO SCALE
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NOT TO SCALE
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AQUEDUCT
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BUSHING
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SEE DETAIL CABLE-TO-PIPE CONNECTION (TYP OF 2)
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CP26
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1.5 IN DIA SCH 80 PVC SLEEVE. FILL ANNULAR SPACE W/CONDUIT SEALANT
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.
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#6 REBAR CENTERED IN COLLAR
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DRAIN ROCK
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CTS - CORROSION TEST STATION (FLUSH)
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CP26
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VAR
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TERMINAL BOX SEE RIGHT
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PIPELINE
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#10 AWG/THWN (WHITE) TEST CABLES
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TERMINAL BOX (COVER SHOWN FOR CLARITY)
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NICKEL-PLATED BRASS BINDING POST W/BRASS SET SCREW (TYP)
SEE DETAL FLUSH MOUNTED TEST STATION (SEE NOTE 2.)
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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.
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SEE DETAIL CABLE IDENTIFICATION
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CP26
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DUCT SEAL CONDUIT
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18" MIN MIN
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TO RECTIFIER
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PVC GRS TRANSITION COUPLING
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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
BAR LENGTH ON ORIGINAL DRAWING EQUALS ONE INCH. ADJUST SCALE ACCORDINGLY
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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
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A G E N C Y
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WATER
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SONOMA
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No. CR 1035
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Exp. June 30, 2019
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REVIEWED :
BYREVISIONDATENO.
SCALE :
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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
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BEDDING (SEE NOTE 6.)
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CABLE IDENTIFICATION
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4
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CP24, CP25
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PERMANENT NYLON MARKING TAG
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NUMBER
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ABBREVIATIONS
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PA-TT-27
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ABBREVIATIONS
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NUMBER
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PA - PETALUMA AQUEDUCT - PETALUMA AQUEDUCT TT - TEST - WHITE - TEST - WHITE - WHITE DR - DRAIN - WHITE - DRAIN - WHITE - WHITE AN - ANODE - BLACK- ANODE - BLACK- BLACK
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PIPE DIA.(INCHES)
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NOTE: REMOVE INSULATION PRIOR TO FASTENING CABLE WITH SET SCREW.
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NOT TO SCALE
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EXOTHERMIC WELD PROCEDURE
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3
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CABLE IN CONDUIT
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SCHEDULE 80 PVC CONDUIT W/ CONDUCTORS O.D. AS REQUIRED
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TYPICAL TRENCH SECTION
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CABLE-TO-PIPE CONNECTION
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1
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2
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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."
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3 IN PVC CONDUIT W/3/4 IN PULL TAPE FROM PG&E ENCLOSURE TO NEW METER
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(SEE NOTE 7.)
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LOCAL OR IMPORTED BACKFILL (SEE NOTE 5.)
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AGGREGATE BASE (SEE NOTE 4.)
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LOCAL OR IMPORTED BACKFILL (SEE NOTE 4.)
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LOCAL OR IMPORTED BACKFILL (SEE NOTE 3.)
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LOCAL OR IMPORTED BACKFILL (SEE NOTE 2.)
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EXCAVATED OR IMPORTED BACKFILL (SEE NOTE 3.)
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AGGREGATE BASE (SEE NOTE 2.)
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AQUEDUCT
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RESTORE SURFACE TO MATCH EXISTING TOPSOIL, PLANTS, OR GRAVEL
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EXISTING GRADE
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6 IN MAX
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6 IN
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UNIFORM TRENCH CUT EACH SIDE
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EXISTING PAVEMENT GRADE
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4 IN A.C. MIN OVER CONCRETE
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12 IN CONCRETE (RED)
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AGGREGATE BASE
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2" RED CDF ENVELOPE AROUND CONDUIT
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12 IN
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DETECTABLE WARNING TAPE
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CATHODIC PROTECTION CABLE UNPAVED AREAS
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FINISHED GRADE
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PG&E SECONDARY ELECTRIC
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CABLE-TO-PIPE CONNECTIONS ALL PAVED ROADS
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WARNING TAPE
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EXISTING GRADE
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WARNING TAPE
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CABLE-TO-PIPE CONNECTIONS DIRT ROADS
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EXISTING GRADE
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EXISTING GRADE
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WARNING TAPE
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CABLE-TO-PIPE CONNECTIONS OPEN FIELD
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CATHODIC PROTECTION CABLE PAVED AREAS
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NOT TO SCALE
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NOT TO SCALE
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NOT TO SCALE
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CABLE-TO-PIPE CONNECTIONS GRAVEL OR SHALE ROADS
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AQUEDUCT
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AQUEDUCT
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AQUEDUCT
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CABLE
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SEE NOTE
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ASPHALT CONCRETE
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BEDDING (SEE NOTE 6.)
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BEDDING (SEE NOTE 6.)
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BEDDING (SEE NOTE 6.)
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WARNING TAPE
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COLOR CODE
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2 IN
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2 IN
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VAR
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HANDLE
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PIPE SURFACE
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GRAPHITE COVER
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STARTING POWDER
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METAL WELDING POWDER
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METAL DISC
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GRAPHITE MOLD
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CABLE
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SLEEVE
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STEP 1. STEP 2. STEP 3. STEP 4. STEP 5.
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NOTE: PROCEDURE SHOWN ABOVE IS TO BE USED AS A GENERAL GUIDE ONLY. CONSULT MANUFACTURER'S LITERATURE FOR SPECIFIC INSTALLATION INSTRUCTIONS.
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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.
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CHIP BACK MORTAR COATING TO PROVIDE CLEARANCE TO ALLOW INSTALLATION OF CABLE CONNECTION IN JOINT RECESS
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FILL W/EPOXY TO COVER ALL EXPOSED STEEL & COPPER A MINIMUM OF 1/4"
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EXOTHERMIC WELD
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COPPER SLEEVE
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JOINT BOND CABLE OR TEST STATION CABLE (SIZE AS REQ'D)
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FILL TO ORIGINAL THICKNESS WITH CEMENT MORTAR
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CEMENT MORTAR COATING
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STEEL PIPE
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BAR LENGTH ON ORIGINAL DRAWING EQUALS ONE INCH. ADJUST SCALE ACCORDINGLY
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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
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A G E N C Y
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WATER
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SONOMA
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No. CR 1035
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Exp. June 30, 2019
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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
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EXISTING POWER SOURCE CONNECTIONS
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1
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PG&E METER
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DISCONNECT
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POWER POLE
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PG&E METER
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DISCONNECT
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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.
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ELECTRICAL PANEL
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ELECTRICAL PANEL
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SEE NOTE 2
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SEE NOTE 2
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ELECTRICAL SERVICE DISCONNECT
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-
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2
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4 IN x 6 IN x 8 FT LONG, FULLY TREATED, WOODEN POST
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1" CONDUIT TO LOAD
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INCOMING UNDERGROUND SERVICE
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SERVICE TERMINATION ENCLOSURE FOR NON-RESIDENTIAL, 3-WIRE, 30 AMPERE SERVICE
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MAIN DISCONNECT COMPARTMENT BARRIER
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TEST BYPASS FACILITIES
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SERVICE TERMINATION ENCLOSURE, COMBINATION METER SOCKET PANEL
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2 IN GALVANIZED RIGID STEEL CONDUIT
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2 IN GRS CONDUIT W/24 IN MIN BEND
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SERVICE CABLE INSTALLED BY PG&E
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GRADE
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HUB & CLAMP
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1 IN DIA. CONDUIT
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CONDUIT SUPPORT
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1" GALVANIZED RIGID STEEL CONDUIT
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GALVANIZED RIGID STEEL CONDUIT W/GROUND WIRE
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EXISTING METER PEDESTAL TYPE I
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EXISTING METER PEDESTAL TYPE II
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EXISTING POLE MOUNTED METER/DISCONNECT TYPE III
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NOT TO SCALE
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NOT TO SCALE
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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.
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LEGEND A- CP STATION NUMBER B- PIPE STATIONING C- TEST STATION TYPE: IJTS, VATS, CTS, CATS, FPTS OR BTS. SOME NOT USED.
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I.D. PLATES
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-
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CP20, CP21, CP27
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ENGRAVED MICARTA PLATES
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3 INCH DIA
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NOT TO SCALE
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STEEL BOLLARD POST
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5
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VAR
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NOT TO SCALE
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1/8" SELF TAPPING SS SCREW (TYP)
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SEE NOTE 2
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SERVICE TERMINATION ENCLOSURE, COMBINATION METER SOCKET PANEL
NEW ELECTRICAL SERVICE ON SIDE OF NEW RECTIFIER ENCLOSURE
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4
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NOT TO SCALE
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SERVICE TERMINATION ENCLOSURE & COMBINATION METER SOCKET PANEL
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ARC FLASH WARNING LABEL PER NFPA 70E
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2" GALVANIZED RIGID STEEL CONDUIT
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-
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-
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3
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NOTE: INSTALL PERMANENT WOOD POST UNDERGROUND SERVICE & GROUND ROD IN ACCORDANCE WITH PG&E GREENBOOK DOCUMENT 054712.
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NOT TO SCALE
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NEW ELECTRICAL SERVICE ON WOODEN POST
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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.
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SEE DETAIL GROUND ROD INSPECTION BOX (SEE NOTE 3.)
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CP28
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58"X8' COPPER-CLAD STEEL GROUND ROD
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BAR LENGTH ON ORIGINAL DRAWING EQUALS ONE INCH. ADJUST SCALE ACCORDINGLY
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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
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A G E N C Y
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WATER
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C 0 U N T Y
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SONOMA
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No. CR 1035
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Exp. June 30, 2019
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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
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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).
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NOT TO SCALE
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NEW ELECTRICAL WOODEN SERVICE POLE
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GROUND ROD INSPECTION BOX
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2
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CP24
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NOT TO SCALE
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NEW PULL BOX JENSEN B1017, TRAFFIC RATED (TYP)
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2" CONDUIT RISER (PER PG&E REQUIREMMENTS)
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2" UNDERGROUND CONDUIT
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RECTIFIER ENCLOSURE
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SELF-CONTAINED AC METER
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FINISHED GRADE
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CONCRETE TRAFFIC BOX W/CAST IRON COVER MARKED "GROUND"
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CONCRETE COLLAR 3000 PSI
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COPPER GROUND CLAMP
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FINISHED GRADE
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58"X8' COPPER-CLAD STEEL GROUND ROD
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#6 REBAR CENTERED IN COLLAR
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DRAIN ROCK
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3/4-INCH DIA PVC CONDUIT & BUSHING W/1- #8 AWG BARE COPPER
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GUY WIRE
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2" CONDUIT RISER (PER PG&E REQUIREMMENTS)
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2" UNDERGROUND CONDUIT
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SELF-CONTAINED AC METER
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FINISHED GRADE
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GUY WIRE
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PG&E LINE
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PG&E LINE
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POLE
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POLE
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NEW SERVICE POLE WITH METER MOUNTED TO RECTIFIER
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NEW SERVICE POLE WITH METER MOUNTED ON POLE
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TO RECTIFIER DISCONNECT SWITCH
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VAR
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BAR LENGTH ON ORIGINAL DRAWING EQUALS ONE INCH. ADJUST SCALE ACCORDINGLY
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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