Vallejo City Council
February 24, 2026

GOHEEN CIR.
127
PROJECT NO.

LAST SAVED BY:

FILE NAME:

Plot Date:

NKM
AL
DGB
G05
5 GENERAL

SURVEY CONTROL AND GEOTECHNICAL BORINGS
201631G05.dwg
TDonnell
201631-100000
9/12/2022 7:29:07 AM

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN

DESIGNED
201631
JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
SEPTEMBER 2025 OF 59

CITY OF VALLEJO

SKYVIEW RESERVOIR REPLACEMENT PROJECT
1 2 3 4 5 6 7 8 9 10 11 12 13
A
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D
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F
1 2 3 4 5 6 7 8 9 10 11 12 13
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G G
No. 78444
80'40'0 20'
SCALE: 1" = 40'
SURVEY CONTROL:

SKYVIEW
RESERVOIR 1

GOHEEN CIR
SEE SECTION 01722 FOR CONTRACTOR'S REQUIREMENTS FOR SURVEY CONTROL.

BASIS OF BEARINGS AND COORDINATES:

THE COORDINATE SYSTEM IS BASED ON THE CALIFORNIA COORDINATE SYSTEM, ZONE II NAD 83, (EPOCH 2010.00), HOLDING GPS CONTROL POINT MONUMENT WITH THE NGS PERMANENT IDENTIFIER (PID) JT9617 (N 1,818,294.49, E 6,488,778.77). SEE "WWW.NGS.NOAA.GOV" FOR POINT DATA SHEETS AND DESCRIPTIONS. RTK GPS WAS USED TO ESTABLISH LOCAL CONTROL POINTS ON SITE: LCC CP 9 (N 1,805,287.37, E 6,498,458.39 - GPS COORDINATE HELD HERE), A MAGNETIC NAIL SET ON

THE NORTHEAST EDGE OF THE ASPHALT CONCRETE ROAD LEADING TO THE EXISTING TANK, AS SHOWN HEREON, AND LCC CP 108 (N 1,805,031.24, E 6,498,452.91), A CUT "+" ON THE TOP OF CURB ON THE SOUTH SIDE OF

GOHEEN CIRCLE OPPOSITE OF THE DRIVEWAY TO THE TANK ACCESS ROAD, AS SHOWN HEREON. DISTANCES AND COORDINATES AS SHOWN

ON THIS SURVEY SHOULD BE CONSIDERED AS GROUND DISTANCES AND COORDINATES.

VERTICAL DATUM

ELEVATIONS SHOWN HEREON ARE BASED ON THE CITY OF VALLEJO DATUM.

PROJECT BENCHMARK

ELEVATIONS ARE BASED ON CITY OF VALLEJO BENCHMARK, A SQUARE CUT ON TOP OF CURB OPPOSITE PG&E BOX IN FRONT OF NO. 444

SKYLINE DRIVE (NORTH SIDE OF SKYLINE), THE ELEVATION IS HELD AS 302.035 FEET (CITY DATUM).

NAVD88 CONVERSION
THE CONVERSION FROM CITY OF VALLEJO VERTICAL DATUM TO NAVD88 IS APPROXIMATELY GIVEN BY THE FOLLOWING:

CITY OF VALLEJO VERTICAL DATUM PLUS 9.4 FT = NAVD88
(APPROXIMATELY).

THIS INFORMATION IS PROVIDED FOR REFERENCE ONLY. ALL

CONSTRUCTION SHALL BE COMPLETED USING THE CITY OF VALLEJO DATUM AND STATED PROJECT BENCHMARK.

1. THE FIELD WORK FOR THIS SURVEY WAS CONDUCTED DECEMBER 2022 BY LCC ENGINEERING & SURVEYING, INC.

2. UTILITIES SHOWN ARE BASED UPON SURFACE OBSERVATIONS OF STRUCTURES FOUND IN THE FIELD. THE SURVEYOR ASSUMES NO

RESPONSIBILITY FOR LOCATIONS, CAPACITIES OR FUNCTIONALITY OF ALL UTILITIES SHOWN HEREON. SOME UNDERGROUND UTILITIES MAY NOT BE SHOWN.

3. THE BOUNDARY (PROPERTY) LINES SHOWN ON THIS MAP ARE
BASED ON SOLANO COUNTY RECORD MAPS: FINAL MAP OF
RIDGECREST, VALLEJO, CA (RM B033P097), AND RECORD OF
SURVEY, SKYVIEW RESERVOIR PARCEL, (RS B11P045), AND FOUND STREET MONUMENTS IN GOHEEN CIRCLE.

4. THIS SURVEY DOES NOT REPRESENT A COMPLETE BOUNDARY
SURVEY. ALL PROPERTY CORNERS HAVE NOT BEEN SEARCHED

FOR OR LOCATED (OTHER THAN THE FOUND STREET MONUMENTS

IN THE SURROUNDING SUBDIVISIONS PER THE LISTED RECORD
MAPS - NOT SHOWN ON THIS EXHIBIT). NEW CORNERS OR
MONUMENTS HAVE NOT BEEN SET DURING THIS SURVEY. THE

BOUNDARY (PROPERTY) LINES SHOWN HEREON ARE APPROXIMATE
AND ARE BASED ON RECORD INFORMATION ONLY. FURTHER

SURVEY AND BOUNDARY ANALYSIS WOULD BE REQUIRED TO

DETERMINE PROPERTY LINES WITH GREATER ACCURACY, IF
REQUIRED.

5. NO ATTEMPT WAS MADE TO IDENTIFY THE NATURE OF USE OF UNDERLYING LAND SHOWN HEREON. ANY POTENTIAL PAST USES,

INCLUDING THOSE WHICH MAY HAVE RESULTED IN SIGNIFICANT

ENVIRONMENTAL OR CULTURAL IMPACTS, WERE NOT ASSESSED BY THIS SURVEY.

6. PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION ON THIS SITE, CONTRACTOR SHALL REVIEW SECTION 8771 AND SECTION 8725 OF

THE CALIFORNIA BUSINESS AND PROFESSIONS CODE, AND
SECTION 605 OF THE CALIFORNIA PENAL CODE TO ENSURE THAT MONUMENT CONSERVATION HAS BEEN PROPERLY ADDRESSED.

7. BOUNDARY LINES (STREET CENTERLINES, ROAD RIGHTS-OF-WAY, PARCEL LINES, EASEMENTS, ETC.) ARE PLOTTED FROM RECORD
INFORMATION ONLY.

8. NOTHING ON THIS SURVEY SHALL BE INTERPRETED IN A MANNER CONTRARY TO THE ABOVE STATEMENTS.

SURVEYOR'S NOTES:

CONTROL POINT TABLE

POINT NUMBER NORTHING EASTING ELEVATION DESCRIPTION
9 1805287.37 6498458.39 261.60 MAG NL
108 1805031.24 6498452.91 248.47 CUT + ON TC
110 1805380.24 6498469.91 261.60 MAG NL
111 1805541.74 6498382.11 261.89 MAG NL
112 1805418.02 6498227.75 262.23 MAG NL
113 1805509.63 6498219.36 262.03 MAG NL
114 1805569.01 6498290.72 262.13 MAG NL
CP#110
CP#111
CP#9
CP#112
CP#113
CP#114
CP#108
APN 0081-050-100

TO CITY DISTRIBUTION SYSTEM
EX-24" SD
(CMP)
EX-24" SD
(CMP)
EX-24" W
(PCCP)
EX-12" D
(ACP)

GEOTECHNICAL BORINGS
BORING # NORTHING EASTING
B1 1805435.75 6498401.24
B2 1805554.21 6498351.66
B3 1805555.93 6498274.34
B4 1805486.49 6498219.41
B5 1805395.40 6498260.80
LOCATIONS SHOWN ARE APPROXIMATE.

SEE APPENDIX A TO SPECIFICATIONS FOR BORING DATA.

B1
B3 B2
B4
B5
EX 12KV PRIMARY FEED
Digitally signed by Justin C. Peterson
Contact Info: Carollo Engineers, Inc.

Date: 2025.09.10 11:48:45-07'00'

PROJECT NO.

LAST SAVED BY:

FILE NAME:

Plot Date:

NKM
AL
DGB
G06
6 GENERAL

CONTRACTOR SITE ACCESS AND

TRAFFIC ROUTING PLAN
201631G06.dwg
ALaico
201631-100000
9/12/2022 7:29:07 AM

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN

DESIGNED
201631
JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
SEPTEMBER 2025 OF 59

CITY OF VALLEJO

SKYVIEW RESERVOIR REPLACEMENT PROJECT
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
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B
C
D
E
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G G
No. 78444

1. REFER TO SECTION 01140 AND THE GENERAL AND SPECIAL
PROVISIONS FOR ADDITIONAL REQUIREMENTS.

2. CONTRACTOR SHALL LIMIT ALL CONSTRUCTION TRAFFIC TO THE ACCESS ROUTES AS SHOWN. ANY DEVIATIONS SHALL BE

APPROVED BY THE ENGINEER IN WRITING PRIOR TO USING
ALTERNATE ROUTES FOR CONSTRUCTION TRAFFIC.

SITE ACCESS AND ROUTING NOTES:

SCALE:

FILE:

PLAN
201631G06A

A NO SCALE

PROJECT

LOCATION
GOHEEN
CIRCLE

REDWOOD PARKWAY
INTERSTATE 80

OAKWOOD AVENUE

TENNESSEE STREET

SKYLINE DRIVE
Digitally signed by Justin C. Peterson
Contact Info: Carollo Engineers, Inc.

Date: 2025.09.10 11:47:54-07'00'

GOHEEN CIR.

LAIR CT.
250
251
252
253
254
255
256
257
258
259
260
261
262
263
265
264
263
269
268
267
266
271
270
249
249
248
248
W
W
W
W W W
G
G
G
G
G
G
W
W
W
W W
W
W
PROJECT NO.

LAST SAVED BY:

FILE NAME:

Plot Date:

NKM
AL
DGB
C01
7 CIVIL

SITE PLAN
201631C01.dwg
TDonnell
201631-100000
9/12/2022 7:29:07 AM

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN

DESIGNED
201631
JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
SEPTEMBER 2025 OF 59

CITY OF VALLEJO

SKYVIEW RESERVOIR REPLACEMENT PROJECT
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
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B
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G G
No. 78444
GENERAL NOTES:

SKYVIEW
RESERVOIR 2

GOHEEN CIR

1. ALL SITE INGRESS AND EGRESS SHALL BE MADE THROUGH THE EXISTING ACCESS GATE FROM GOHEEN CIRCLE. SEE SECTION 01140 FOR WORK RESTRICTIONS.

2. NOT ALL EXISTING SITE FEATURES TO REMAIN ARE SHOWN ON THIS DRAWING. SUBSURFACE FEATURES OMITTED FOR CLARITY. REFER TO DRAWING C02 FOR SITE DEMOLITION REQUIREMENTS.

3. CONTRACTOR IS ADVISED THAT SUPPLEMENTAL GEOTECHNICAL

INVESTIGATION (BY CITY) WILL BE REQUIRED FOLLOWING
DEMOLITION OF SKYVIEW RESERVOIR 1. WORK WITHIN THE
FOUNDATION FOOTPRINT OF SKYVIEW RESERVOIR 2 SHALL NOT
PROCEED WITHOUT WRITTEN NOTICE BY CITY. SEE SECTION 01140 FOR ADDITIONAL REQUIREMENTS AND INFORMATION.

4. SEE SECTION 01140 FOR RESTRICTIONS ON USE OF SECONDARY STAGING AREA.

5. OFFSITE 24" WATER MAIN (ALTERNATE BID ITEM) IMPROVEMENTS NOT SHOWN. SEE DWGS C06 AND C07 FOR ALTERNATE BID ITEM
PLANS AND DETAILS.

EXIST YARD LIGHT
(TO REMAIN)

EXIST ACCESS

GATE (TO REMAIN)

SITE INGRESS/

EGRESS PATH

PERIMETER FENCE

PRIMARY

STAGING AREA
APN 0081-050-100

DRAINAGE EASEMENT TO CITY
(1580 OR 609)

GATE MOTOR

OPERATORS

SITE ACCESS GATE

W/ CARD READER

EXIST ELECTRICAL TRANSFORMER
(TO REMAIN)

EXIST ELECTRICAL PANEL
(TO REMAIN)

EXIST YARD LIGHT
(TO REMAIN)

DRAIN/OVERFLOW

CATCH BASIN

RESERVOIR

CONTROL

VALVE VAULT
100'50'0 25'
SCALE: 1" = 50'

SECONDARY

STAGING AREA

CONNECT TO EXISTING

WATER MAIN
24' W

CONNECT TO EXISTING

WATER MAIN
SEE DWG C04 FOR YARD

PIPING CONTINUATION
EX 12 KV PRIMARY FEED
Digitally signed by Justin C. Peterson
Contact Info: Carollo Engineers, Inc.

Date: 2025.09.10 13:10:26-07'00'

PROJECT NO.

LAST SAVED BY:

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Plot Date:

NKM
AL/TD
DGB
C02
8 CIVIL

DEMOLITION PLAN
201631C02.dwg
atucker
201631-100000
9/12/2022 7:29:07 AM

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN

DESIGNED
201631
JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
SEPTEMBER 2025 OF 59

CITY OF VALLEJO

SKYVIEW RESERVOIR REPLACEMENT PROJECT
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
G G
No. 78444
40'20'0 10'
SCALE: 1" = 20'

MATCH LINE - SEE BELOW LEFT

MATCH LINE - SEE ABOVE RIGHT

1. DEMOLISH EXISTING SKYVIEW RESERVOIR 1. SEE SECTION 01140 FOR REQUIREMENTS AND WORK RESTRICTIONS.

2. REMOVE ALL EXISTING BOLLARDS.

3. PROTECT IN PLACE EXISTING SITE LIGHTING, ELECTRICAL BOXES AND CONDUIT. FIELD VERIFY CONDUIT LOCATION.

4. PROTECT IN PLACE EXISTING ELECTRICAL PANEL, SERVICE, AND TRANSFORMER.

5. REMOVE EXISTING UNDERDRAIN PIPING SYSTEM AND ASSOCIATED (6) INSPECTION WELLS. RECORD DRAWINGS INDICATE THAT

UNDERDRAIN PIPING AND INSPECTION WELLS ARE CONSTRUCTED
OF ACP. REFER TO SECTION 01354 FOR HANDLING, REMOVAL, AND DISPOSAL REQUIREMENTS FOR HAZARDOUS MATERIALS.

6. REMOVE EXISTING 36" CONCRETE MANHOLE. REFER TO SECTION 01354 FOR HANDLING, REMOVAL, AND DISPOSAL REQUIREMENTS
FOR HAZARDOUS MATERIALS.

7. REMOVE EXISTING SD AS REQUIRED TO ALLOW FOR INSTALLATION OF 24" SD (DRAWING C04) AND OTHER SITE IMPROVEMENTS.

EXISTING SD PIPELINE SEGMENTS WITH GREATER THAN 3 FEET OF

COVER AT PROPOSED FINISHED GRADE AND NOT IN CONFLICT WITH OTHER IMPROVEMENTS MAY REMAIN IN PLACE. CAP ENDS OF SD
SEGMENTS TO REMAIN IN PLACE AND FILL WITH CLSM.

8. PROTECT IN PLACE EXISTING SCADA ANTENNA FASTENED TO
LIGHTPOLE.

9. PROTECT IN PLACE EXISTING CATCH BASIN.

10. PROTECT IN PLACE EXISTING PG&E BOX.

11. FIELD LOCATE AND REMOVE EXISTING ANCHOR BLOCK AT 24" W ANGLE POINT. SEE DRAWING C05 FOR ADDITIONAL CONNECTION
REQUIREMENTS.

12. REMOVE EXISTING CONDUIT. FIELD VERIFY LOCATION.

13. WELD STEEL CAP ON EXISTING 24" W AND ABANDON IN PLACE PER SECTION 01738. EXISTING 24" W IS ASSUMED TO BE PCCP.

CONTRACTOR SHALL VERIFY PRESENCE OF PRESTRESSING WIRE
PRIOR TO CUTTING. NOTIFY ENGINEER OF PRESTRESSING IS NOT FOUND.

14. EXISTING DRAINAGE FACILITIES TO REMAIN IN PLACE.

PRE-CONSTRUCTION DRAINAGE PATHWAYS SHALL BE MAINTAINED. # KEY NOTES:

EXIST

INSPECTION

WELL (TYP)
5 SKYVIEW
RESERVOIR 1
8 EXIST MAIN ELEC PANEL

EXIST UTILITY TRANSFORMER
6 2

EXIST AC

PAVEMENT
EX-12" SD (RCP)

EXIST GATE

EXIST PG&E

ELEC BOX
4 1
CP#110
CP#9
CP#111
CP#114
CP#113
CP#112
CP#108

GOHEEN CIR
3 7

1. UNLESS SPECIFICALLY CALLED OUT FOR DEMOLITION IN

THIS SHEET, EXISTING FACILITIES SHALL BE PROTECTED
IN PLACE.

2. PAVEMENT DEMOLITION AND REMOVAL NOT SHOWN FOR
CLARITY. SEE DRAWING C03 FOR EXTENT OF PAVEMENT
INSTALLATION. ALL EXISTING PAVEMENT WITHIN THESE
LIMITS SHALL BE DEMOLISHED.

3. CONTRACTOR IS ADVISED THAT SUPPLEMENTAL

GEOTECHNICAL INVESTIGATION (BY THE CITY) WILL BE

REQUIRED FOLLOWING DEMOLITION OF SKYVIEW
RESERVOIR 1. WORK WITHIN THE FOUNDATION
FOOTPRINT OF SKYVIEW RESERVOIR 2 SHALL NOT
PROCEED WITHOUT WRITTEN NOTICE BY THE CITY. SEE
SECTION 01140 FOR ADDITIONAL REQUIREMENTS AND
INFORMATION.

4. RECORD DRAWINGS FOR THE EXISTING RESERVOIR WILL

BE MADE AVAILABLE FOR CONTRACTOR REVIEW DURING
THE BID ADVERTISEMENT PERIOD. CONTRACTOR IS

RESPONSIBLE FOR DEMOLITION OF ALL EXISTING

MATERIALS WITHIN THE PROJECT SITE REQUIRED FOR
CONSTRUCTION OF THE NEW RESERVOIR.

GENERAL NOTES:
10 EXIST CATCH BASIN 9
3 EX-6" SD
EX-6" D
EX-24" SD
EX-18" SD
EX-24" W
EX-24" SD
11 DEMOLISH AND REMOVE
LEGEND:

EXIST SECONDARY FEED
12 EXIST 12KV PRIMARY FEED
13 REMOVE EXISTING 24" W
ABANDON EXISTING 24" W

IN PLACE
14 14
14 Digitally signed by Justin C. Peterson
Contact Info: Carollo Engineers, Inc.

Date: 2025.09.10 13:09:39-07'00'

103
104
105
110
111
112
113 114
115
116
117
118
119
120
121
123
124
125
126
107
108
109
301 302
303
304
305
306
307
308
309
310
311
312
122
101
102
106
127
262
265
270
5' 14.71' 5'

COORDINATE CONTROL POINTS
POINT
101
102
103
104
105
106
107
108
109
110
111
112
113
114
115
116
117
118
119
120
121
122
123
124
125
126
127

NORTHING
1805378.24
1805387.50
1805369.05
1805359.79
1805400.72
1805407.86
1805399.88
1805392.73
1805400.49
1805393.00
1805395.27
1805474.18
1805550.82
1805548.55
1805469.64
1805556.04
1805568.72
1805570.17
1805472.99
1805474.63
1805384.91
1805340.73
1805349.61
1805358.49
1805417.74
1805421.86
1805471.91

EASTING
6498355.92
6498370.18
6498382.16
6498367.90
6498364.73
6498373.10
6498379.91
6498371.55
6498372.16
6498353.99
6498264.18
6498221.24
6498268.11
6498357.91
6498400.85
6498288.90
6498285.56
6498285.18
6498398.04
6498224.09
6498311.48
6498397.89
6498408.53
6498419.18
6498385.45
6498388.28
6498311.05

ELEVATION
260.02
260.03
259.54
259.53
260.67
260.67
260.67
260.67
260.57
260.70
260.96
261.72
262.10
261.68
260.89
262.34
262.08
262.50
260.95
261.78
260.75
259.25
259.53
259.08
260.71
260.76
255.79

DESCRIPTION
FG
FG
FG
FG
FG
FG
FG
FG
RIM
RIM
RIM
RIM
RIM
RIM
RIM
FG
LG
TC
FG
FG
FG
LG
FG
LG
FG
FG

CENTER OF TANK

FENCE COORDINATES
POINT
301
302
303
304
305
306
307
308
309
310
311
312

NORTHING
1805303.03
1805311.67
1805317.50
1805441.36
1805537.11
1805623.76
1805602.11
1805591.88
1805581.61
1805555.55
1805428.37
1805351.72

EASTING
6498368.28
6498340.69
6498261.54
6498164.51
6498186.81
6498311.60
6498418.09
6498475.25
6498483.70
6498490.38
6498465.02
6498426.39

DESCRIPTION
FENCE
FENCE
FENCE
FENCE
FENCE
FENCE
FENCE
FENCE
FENCE
FENCE
FENCE
FENCE
PROJECT NO.

LAST SAVED BY:

FILE NAME:

Plot Date:

NKM
AL/TD
DGB
C03
9 CIVIL

PAVING AND GRADING
PLAN
201631C03.dwg
atucker
201631-100000
9/12/2022 7:29:07 AM

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN

DESIGNED
201631
JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
SEPTEMBER 2025 OF 59

CITY OF VALLEJO

SKYVIEW RESERVOIR REPLACEMENT PROJECT
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
G G
No. 78444
40'20'0 10'
SCALE: 1" = 20'

MATCH LINE - SEE BELOW LEFT

MATCH LINE - SEE ABOVE RIGHT

SKYVIEW
RESERVOIR 2
REMOVE EXISTING ASPHALT SECTION. REPLACE WITH
4" TYPE A AC OVER 6" CLASS 2 AGGREGATE BASE, 95%
RELATIVE COMPACTION. SEE SECTION 02742A FOR
ADDITIONAL INFORMATION. INSTALL GEOTEXTILE

FABRIC BETWEEN AGGREGATE BASE AND SUBGRADE
PER SECTION 02621.

LEGEND:

1. REFER TO PROJECT NOTES ON DRAWING G03.

2. SURFACE FEATURES AND SUBSURFACE UTILITIES NOT IDENTIFIED ON DRAWING C02 FOR DEMOLITION SHALL BE PROTECTED IN PLACE.

3. SEE STRUCTURAL AND MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION.

1. SEE STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION.

2. SEE MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION.

3. CONFORM TO EXISTING GRADE AT TOE OF EMBANKMENT.

POST-CONSTRUCTION DRAINAGE PATH SHALL MATCH
PRE-CONSTRUCTION DRAINAGE PATH.

4. INSTALL RIP RAP APRON BETWEEN CURB TERMINATION TO EXISTING CATCH BASIN AS SHOWN. RIP RAP APRON SHALL BE 93 SQUARE FEET MINIMUM. FINAL PLACEMENT AND EXTENTS TO BE DETERMINED BY CONSTRUCTION MANAGER.

5. REPLACE SIDEWALK AND DRIVEWAY ENTRANCE PER CITY STANDARD DETAIL 3-13. CONFORM TO EXISTING GRADES AND SIDEWALK
DIMENSIONS. PROTECT EXISTING CATCH BASIN AND PG&E ELECTRICAL BOX IN PLACE.

6. 8-FOOT FENCE WITH 6-STRAND BARBED WIRE. SEE SECTION 02820 FOR ADDITIONAL REQUIREMENTS.

7. EXISTING GATE TO REMAIN. PROTECT IN PLACE. REMOVE AND

RE-INSTALL IF REQUIRED TO COMPLETE PAVING IMPROVEMENTS AS SHOWN.

8. PROTECT IN PLACE. MATCH GRADE AT RIM.

9. 3'-0" WIDE PERSONNEL GATE WITH PADLOCK.

10. GATE OPERATOR. COORDINATE FINAL PLACEMENT WITH
CONSTRUCTION MANAGER. LOCATE OPERATOR TO AVOID CONFLICT WITH PERSONNEL GATE.

GENERAL NOTES:
# KEY NOTES:

GOHEEN CIR

RESERVOIR CONTROL
VALVE VAULT 260

EXIST MAIN ELEC PANEL

EXIST UTILITY TRANSFORMER
1 DRAIN/OVERFLOW

CATCH BASIN
1 2
TYP
CR102
3 EXIST CATCH BASIN
5 EXIST PG&E

ELEC BOX
4 4
C05
GRADE
BREAK
262
262
FL @ 1.0% MIN

FROM GRADE BREAK

TO END OF CURB
FL @ 0.7% MIN

FROM GRADE BREAK

TO END OF CURB
2% MIN
261
261
CARD
FL 259.14 READER
INLET INV 258.80
INLET INV 258.70
FL 258.90
6 FL 262.00
260
TYP
(TYP) CF161
260
255
250
8 7 EXIST GATE
260
HH-1 (SEE ELEC DWGS)
TYP
CF202
TYP
AG229 (TYP)
1 EXTERIOR LADDER
TYP
(TYP) CF161
11 TYP
CF161 (TYP)
10 9
12 11. SUPPORT FAN ON 6" THICK CONCRETE PAD W/ #4 REINF @ 12" EW. SEE DWG M02 FOR ADDITIONAL INFORMATION.

12. 16' WIDE DOUBLE-LEAF ENTRANCE GATE. SEE SECTION 02820 AND DETAIL CF202/TYP.

13. 12' WIDE DOUBLE-LEAF ENTRANCE GATE. SEE SECTION 02820 AND DETAIL CF202/TYP.

14. INSTALL REDWOOD HEADER PER CR106/TYP AT ALL ASPHALT

EDGES WHERE NOT BOUNDED BY A CURB, FOOTING, TANK
WALL, OR OTHER CONCRETE STRUCTURE.
10 13
TYP
CR106
14 TYP
CR106
14 Digitally signed by Justin C. Peterson
Contact Info: Carollo Engineers, Inc.

Date: 2025.09.10 13:09:25-07'00'

201
203 202
204
205
206
207
208
209
210
211
W

COORDINATE CONTROL POINTS
POINT
201
202
203
204
205
206
207
208
209
210
211

NORTHING
1805358.23
1805388.37
1805383.28
1805376.39
1805384.11
1805405.26
1805436.83
1805473.05
1805509.14
1805544.11
1805551.79

EASTING
6498382.03
6498355.00
6498347.16
6498309.96
6498273.63
6498242.86
6498222.36
6498215.65
6498223.32
6498247.35
6498259.17

CENTERLINE
251.00
251.00
251.00
251.00
251.00
251.00
251.00
251.00
251.00
251.00
251.00

DESCRIPTION

TEE W/BF
90° BEND

22.5° BEND

22.5° BEND

22.5° BEND

22.5° BEND

22.5° BEND

22.5° BEND

22.5° BEND

22.5° BEND
90° BEND
PROJECT NO.

LAST SAVED BY:

FILE NAME:

Plot Date:

NKM
AL/TD
DGB
C04
10 CIVIL

YARD PIPING
PLAN
201631C04.dwg
atucker
201631-100000
9/12/2022 7:29:07 AM

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN

DESIGNED
201631
JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
SEPTEMBER 2025 OF 59

CITY OF VALLEJO

SKYVIEW RESERVOIR REPLACEMENT PROJECT
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
G G
No. 78444
40'20'0 10'
SCALE: 1" = 20'

1. REFER TO PROJECT NOTES ON DRAWING G03.

2. SEE CORROSION PROTECTION DRAWINGS FOR ADDITIONAL
METALLIC PIPELINE INSTALLATION DETAILS.

3. ALL PRESSURE PIPELINES SHALL BE FULLY RESTRAINED. SEE SECTION 02693 FOR ADDITIONAL INFORMATION.

4. TRENCH PIPING PER CY111/TYP AND SECTION 02318.

1. CAP AND ABANDON EXISTING 24" W PER DWG C02.

2. COORDINATE FINAL LOCATION OF COMBINATION AIR VALVE
ASSEMBLY WITH CONSTRUCTION MANAGER. RESTORE GRADE
AND DRAINAGE PATH TO PRECONSTRUCTION CONDITIONS.

3. SEE STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION.

4. SEE MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION.

5. INSTALL 24" W AT 0% SLOPE.

6. INLET PIPE FLOOR PENETRATION. SEE STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION.

7. INSTALL PERFORATED LEAK DETECTION PIPELINE AT INVERT ELEVATION 249.08 (SLOPE=0.0%). SEE RESERVOIR STRUCTURAL SECTIONS AND DETAILS FOR ADDITIONAL INFORMATION.

8. INSTALL 6 LEAK INSPECTION WELLS AT EQUAL SPACING ALONG LEAK DETECTION PIPELINE.

9. INSTALL TWO SELF-RESTRAINED DIP JOINTS SPACE AT 5 FEET.

JOINT NEAREST TO TANK OR STRUCTURE SHALL BE PLACED 1

FOOT FROM EDGE OF CONCRETE FOUNDATION, EXTERIOR
STRUCTURE WALL, OR PIPE ENCASEMENT.

10. 14" SDR 26 HDPE DUCT FROM VALVE VAULT TO EXHAUST FAN.

INSTALL DUCT AT MINIMUM 36" COVER WITH MINIMUM 2% UPWARD SLOPE TO EXHAUST FAN.

GENERAL NOTES:
# KEY NOTES:

SKYVIEW
RESERVOIR 2

SEE STRUCTURAL DWGS

FOR CONTINUATION
(INLET)
SEE DWG C02 FOR

ABANDONMENT
EX-24" W
2 24" W
24" SD
24" W
INV OUT = 257.00

EXIST SDCB
RIM=259.6±
24" INV IN (NW)=254.3
EX-18" INV IN (SW)=249.9±
EX-24" INV OUT (NE)=249.9±
(OUTLET)
24" W
8 (TYP)
4" LDP
5 RESERVOIR CONTROL

VALVE VAULT

DRAIN/OVERFLOW

CATCH BASIN
3 4
7 92 LF @
S=2.93%
TYP
CY745
TYP
CY715
2 C05
(INLET/OUTLET)
1 C05
6 6
9 9
1 M02
10 HH-1 (SEE ELEC DWGS)
FAN-1 1
24" W
SEE DWG C07 FOR

CONTINUATION
(TO PIT)
4" W
Digitally signed by Justin C. Peterson
Contact Info: Carollo Engineers, Inc.

Date: 2025.09.10 13:09:00-07'00'

NKM
GL
DGB
C05
11 CIVIL

SECTION AND DETAILS
201631-100000 201631C05.dgn
N
Yaroshuk
24" SD
2'-0"
30"
10 "
3 "
M
IN
12 "
M
IN
6 "
C
LR
24" W
EX-24" W (PCCP)

CONNECTION TO EXISTING CATCH BASIN
20163100C0400
C04 NO SCALE
1 CY257
CONNECTION TO EXISTING 24" W
20163100C0400
C06 1/2" = 1'-0"
3 INSPECTION WELL
20163100C0400
C04 NO SCALE
2 EX-36"SD (CMP)
EX-24"SD (CMP)
EX-24" SD (CMP)

ROCK LINED DRAINAGE CHANNEL
20163100C0400
C03 NO SCALE
4 3'-0"
6 "
9 "
2 4
5 3
2'-0"
A
-
20163100C0400
- 1/2" = 1'-0"
A
EX-24" W (PCCP)
7 6
6 1
24" STL SPOOL (TYP)
SEE DWG C06 FOR CONTINUATION
2'-0"

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN

DESIGNED
201631
JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
SEPTEMBER 2025 OF 59

CITY OF VALLEJO

SKYVIEW RESERVOIR REPLACEMENT PROJECT
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
G G
No. 78444
P
lotD
ate: 8
-S
E
P
-2025 10:52:45
AM
U
ser:svcP
W
M
odel:Layout1 C
olorTable:gshade.ctb
D
esignS
cript:C
arollo_S
td_P
en_v0905.pen
P
lotS
cale:1:1
PROJECT NO.

LA
S
T
S
AVED
B
Y:

FILE NAME:

CL CATCH BASIN

EXIST WELD COLLAR

OR EQUAL)
(CALDER STYLE

COUPLING

REPAIR BAND

WELD COLLAR
2'-0" CLR OF EXIST

CUT EXIST CMP

CL INSPECTION WELL

PAVEMENT

SHALL MATCH

TOP OF COVER

FRAME WITH CI RIM AND COVER

VALVE BOX OR MANHOLE
HS20 TRAFFIC RATED
ASTM C76, CLASS III, WALL B
15" (MIN DIA) REINF CONC PIPE PER

WHERE SOIL IS UNSTABLE
8" MIN ABC UNDER BASE

UNDISTURBED SOIL OR

CAST BASE AGAINST
CONCRETE BASE.

CAST-IN-PLACE CLASS "A"
#5 @12 EW
3" EPOXY GROUT

STEEL TROWEL FINISH

TOP OF PIPE WITHIN WELL
DRAIN PIPE. CUT OUT
4" PVC PERFORATED
CLASS "A" CONCRETE

AC PAVEMENT
(FROM SKYLINE DRIVE)

FIELD VERIFY
TYP

FINISHED GRADE

CL FINISHED GRADE
PROTECTION PER SECTION 02372
"LIGHT CLASS" STONE SLOPE
RIPRAP

FILTER FABRIC

GEOTEXTILE

NON-WOVEN
INSULATED.

1. ALL CONNECTIONS BETWEEN DISSIMILAR METALS SHALL BE
#
FOR REPAIR BAND COUPLING.

EXISTING 24" SD PRIOR TO PREPARING SHOP DRAWING SUBMITTAL

7. CONTRACTOR SHALL FIELD VERIFY OUTSIDE DIAMETER OF
NOT FOUND.

PRIOR TO CUTTING. NOTIFY ENGINEER IF PRESTRESSING WIRE IS

CONTRACTOR SHALL VERIFY PRESENCE OF PRESTRESSING WIRE

6. EXISTING 24" W PIPE MATERIAL IS ASSUMED TO BE PCCP.

SIZE DISTRIBUTION.

VOIDS. HAND PLACEMENT MAY BE NECESSARY TO OBTAIN EVEN

SO IT FORMS A DENSE, UNIFORM, WELL GRADED MASS WITH FEW

5. REFER TO DRAWING C03 FOR LIMIT OF PLACEMENT. PLACE ROCK SECTION 02620 FOR ADDITIONAL INFORMATION.

FILTER FABRIC SPLICES SHALL HAVE 18" MINIMUM OVERLAP. SEE PLACE THE ROCK AS SOON AS THE FOUNDATION IS PREPARED.

4. PLACE NON-WOVEN FILTER FABRIC OR GRAVEL FILTER LAYER AND OVERCUT FOR THICKNESS OF ROCK AND FILTER FABRIC.

3. EXCAVATE THE CROSS SECTION TO THE GRADES SHOWN ON PLANS.

FRAME IN GROUT.

2. LOCATE WELL COVER ON DOWNSTREAM SIDE OF WELL. SET WELL INFORMATION.

1. SEE CATHODIC PROTECTION DRAWINGS FOR ADDITIONAL
GENERAL NOTES:

KEY NOTES:

INSULATING KIT PER CP DWGS
24" FLANGE CONNECTION W/
(INLET/OUTLET)

WSP DIP

PER CP DWGS

INSULATING KIT

CONNECTION W/
24" FLANGE

WSP DIP
CY301/TYP

HOLES PER
MIN 3 PASS

CONTINUATION
SEE DWG C06 FOR
S
TA
0+00
S
TA
0+00
Digitally signed by Justin C. Peterson
Contact Info: Carollo Engineers, Inc.

Date: 2025.09.10 13:10:50-07'00'

236
240
244
248
252
256
260
264
268
-0+25 0+00 1+00 2+00 3+00 4+00 EX 8" SS INV=242.7± EX 6" SS INV=249.6± EX 1" W INV=245.7± EX 4" SS INV=242.4± EX 1" W INV=246.0± EX 1" W INV=250.9± EX 4" SS INV=251.9± EX 4" SS INV=256.0± STA=0+05 CL=259.44 24" 45° HORZ BEND EX 1" W INV UNK

4.42%

0.00%
STA=0+19.96
CL=258.83
24" 45° HORZ BEND

0.00%
STA=0+62.40
CL=257.07
24" 11.25° HORZ BEND

7.99%
STA=0+93.29CL=254.64
24" 11.25° HORZ BEND

7.86%
STA=1+34.08CL=251.48
24" 11.25° HORZ BEND

8.33%
STA=1+61.56
CL=249.23
24" 11.25° HORZ BEND

8.20%
STA=2+03.80
CL=245.81
24" 11.25° HORZ BEND

0.00%
STA=2+16.30CL=245.81
24"x14" TEE

0.00%
STA=2+30.67
CL=245.81
24" 11.25° HORZ BEND

2.56%
STA=2+73.38CL=244.73
24" 11.25° HORZ BEND

0.78%
STA=3+03.46
CL=244.50
24" 11.25° HORZ BEND
STA=2+13.94
24" BFV
STA=2+18.63
24" BFV

4.21%

0.67%
SKYLINE DR.
251
252
253
254
255
256
257
258
259
260
262
261
263
261
262
263
264
265
266
267
268
269
270
271
W
W
W
W
W
W
W
W
G
G
G
G
G
G
G
G
G G
W
W
W
W
W
W
W
W
W
W
W
W
W W
0+00
1+00
2+00
24" 45° BEND
N=1804842.99
E=6498093.68
24" 45° HORZ BEND
N=1804853.42
E=6498082.95
24" 11.25° HORZ BEND
N=1804895.85
E=6498083.73
24" 11.25° HORZ BEND
N=1804926.23
E=6498089.37 24" 11.25° HORZ BEND
N=1804964.01
E=6498104.73
24" 11.25° HORZ BEND
N=1804987.00
E=6498119.78
24" 11.25° HORZ BEND
N=1805017.13
E=6498149.39
14" W
N 1804837.99
E 6498093.66
24" W
GOHEEN CIR.
250
251
252
253
249
249
W
W
W
W
W
W W W
W
W
G G
G
G
G
G
W
W
W
W
W
W
W
2+00
3+00
4+00
24" 11.25° HORZ BEND
N=1805032.27
E=6498171.59
24" 11.25° HORZ BEND
N=1805048.96
E=6498210.91
24" 11.25° HORZ BEND
N=1805054.81
E=6498240.41
14" W
24" W
24"x14" TEE
N 1805024.17
E 6498159.72
14" 22.5° BEND
N 1805058.22
E 6498136.22
SCALE
KEY NOTES:

1. DIP WATER MAIN. SEE SECTION 02693.

2. 24"x14" TEE W/ TWO BUTTERFLY VALVES AND ONE 14"
BUTTERFLY VALVE. INSTALL VALVES PER CY715/TYP.

3. INSTALL 14" WATER MAIN AT CONSTANT SLOPE
BETWEEN POINTS OF CONNECTION.

4. APPROXIMATE TIE-IN LOCATION. CONTRACTOR SHALL
POTHOLE EX. WATER MAIN TO VERIFY PIPE MATERIAL
AND DEPTH PRIOR TO CONSTRUCTION. COORDINATE
WITH CITY STAFF FOR THE SHUTDOWN OF THE EX.

WATER MAIN. CUT-IN TO EXISTING 14" DIP WATER
MAIN WITH 14" 90° HORZ BEND AND MECHANICAL
JOINT ADAPTERS. INSTALL THRUST BLOCK PER
CY131/TYP.

5. APPROXIMATE TIE-IN LOCATION. CONTRACTOR SHALL
POTHOLE EX. WATER MAIN TO VERIFY PIPE MATERIAL
AND DEPTH PRIOR TO CONSTRUCTION. COORDINATE
WITH CITY STAFF FOR THE SHUTDOWN OF THE EX.

WATER MAIN. FOR PURPOSES OF BIDDING, ASSUME
EX. 24" W IS PCCP. COMPLETE CONNECTION TO EX.
24" WITH 2'-0" SEGMENT OF WSP AND BUTT STRAP
WELD PER DET. 3/C05.

6. FIELD VERIFY ELEVATION OF EXISTING WATER
SERVICES. IF WATER SERVICE IS IN CONFLICT WITH
24" W, CONTRACTOR SHALL REROUTE SERVICE
LATERAL TO PROVIDE MINIMUM 6" VERTICAL
CLEARANCE TO 24" W WITH AT LEAST 24" COVER ON
WATER SERVICE. SEE CITY STANDARD DETAIL 4-04
FOR MATERIAL REQUIREMENTS.
(HORIZ)
10'5'0 2.5'
SCALE: 1" = 5'
GENERAL NOTES:

1. ALL PRESSURE PIPELINES SHALL BE FULLY
RESTRAINED. SEE SECTION 02693 FOR ADDITIONAL
INFORMATION.

2. ALL DUCTILE IRON WATER MAINS SHALL BE FULLY
BONDED PER DET. 4/CP03. "CATHODIC PROTECTION
GENERAL NOTES" ON DWG CP01 SHALL APPLY TO ALL
DUCTILE IRON PIPING SHOWN ON DWGS C06 AND C07.

PROVIDE INSULATING JOINTS PER DET. 1/CP04 AND
2/CP04 AT CONNECTIONS TO EXISTING WATER MAINS.

BID PRICING SHALL INCLUDE 3 INSULATING JOINT
TEST STATIONS WITH (2)-32 LB ANODES (AT EACH

IJTS) ON GOHEEN CIRCLE AND/OR ACCESS ROAD PER
DET. 1/CP02. THE TESTING OF THE INSULATING

JOINTS SHALL BE CONDUCTED IN THE PRESENCE OF

THE OWNER'S REPRESENTATIVE AND APPROVED BY

THE REPRESENTATIVE PRIOR TO FINAL ACCEPTANCE
AND BACKFILL. COORDINATE FINAL PLACEMENT OF
TEST STATIONS WITH CONSTRUCTION MANAGER.

3. CONTRACTOR SHALL POTHOLE AND VERIFY

LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO
CONSTRUCTION. ALL POTENTIAL CONFLICTS OR

CONDITIONS THAT DO NOT ALLOW FOR THE

REQUIRED SEPARATION DISTANCES SHALL BE

BROUGHT TO THE ATTENTION OF THE
CONSTRUCTION MANAGER WITHIN 5 WORKING DAYS
OF POTHOLING.

4. MAINTAIN MIN 3' SEPARATION BETWEEN PROPOSED

WATER MAIN AND EXISTING WATER MAIN AND GAS
LINES.

5. MAINTAIN MIN 10' HORIZONTAL AND 0.5' VERTICAL

SEPARATION BETWEEN PROPOSED WATER MAIN AND
EXISTING SEWER AND STORM DRAIN LINES. WATER

MAINS SHALL CROSS ABOVE SEWER AND STORM
DRAIN LINES.

6. WHERE REQUIRED SEPARATION TO EXISTING SEWER

AND STORM DRAIN LINES CANNOT BE ACHIEVED, OR

WHERE THE WATER MAIN MUST BE CONSTRUCTED

BELOW A SEWER OR STORM DRAIN LINE, CONSTRUCT
NEW WATER MAIN WITHOUT PIPE JOINTS WITHIN 10'

OF EITHER SIDE OF THE OUTSIDE DIAMETER OF THE
SEWER OR STORM PIPE BARREL. ENCASE WATER
MAIN PER MP003/TYP. ENCASEMENT SHALL EXTEND
10' BEYOND THE OUTSIDE BARREL OF THE STORM OR
SEWER PIPELINE.

7. ABANDON WATER MAINS WHERE INDICATED PER
SECTION 01738.
0 10' 20' 40'
SCALE: 1" = 20'
(VERT)
FILE:

PLAN
20163100C102

PROFILE
FILE: 20163100C102
#
PROJECT NO.

LAST SAVED BY:

FILE NAME:

Plot Date:

JCP
TD
DGB
C06
12 CIVIL
24" WATER MAIN
PLAN AND PROFILE 1
201631C06.dwg
atucker
201631-100000
9/12/2022 7:29:07 AM
usanorth811.org

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN

DESIGNED
201631
JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
SEPTEMBER 2025 OF 59

CITY OF VALLEJO

SKYVIEW RESERVOIR REPLACEMENT PROJECT
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
G G
No. 78444
MATCH LINE STA 4+15 SEE DWG C07
268
264
260
256
252
248
244
240
236
MATCH LINE STA 4+15 SEE DWG C07
MATCH LINE STA 2+10 SEE RIGHT
MATCH LINE STA 2+10 SEE LEFT

SKYLINE DRIVE

3.5'
MIN
415' OF 24" DUCTILE IRON PIPE (PC 200 PER SECTION 02001)

EX GRADE
1 3
EX-14" W
EX-24" W

CONNECT TO
EX 14" W (DIP)
4 GOHEEN CIRCLE
EX-8" SS
EX-8" W
1 EX-6" SS

EX-SS LAT
EX-8" SS

CONNECT TO
EX 24" W (PCCP) 5
EX-24" W

ABANDON IN PLACE
1 2
EX-14" W
EX-24" W
6" MIN CLR
5 5'

ABANDON IN PLACE
TYP
CY131
BACKFILL PIPE TRENCH WITH CLSM TO AC SECTION FROM STA 0+00 TO STA 2+50 6" MIN CLR 6" MIN CLR 6" MIN CLR
6 6
6 6
6 6
6 6
Digitally signed by Justin C. Peterson
Contact Info: Carollo Engineers, Inc.

Date: 2025.09.10 13:10:39-07'00'

236
240
244
248
252
256
260
264
268
5+00 6+00 7+00 8+00 9+00 EX 8" W INV=244.7±
EX 4" SS
INV=241.6±
EX 1" W
INV=245.3±
EX 4" SS
INV=241.9±

0.73%

0.20% 0.05% 1.78%

11.69%
STA=4+99.55CL=243.19
24" 45° HORZ BENDSTA=5+25.72CL=243.01
24" 45° HORZ BEND

0.67%
EX 12" SD
INV=248.0±
EX 18" SD
INV=251.6±
EX 12" SD
INV=250.5±
STA=7+74.93CL=255.25
24" 22.5° HORZ BEND
STA=7+22.62CL=255.25
24" 22.5° HORZ BEND
STA=8+07.83CL=254.68
24" 22.5° HORZ BEND
STA=8+40.25CL=251.00
24" 22.5° HORZ BEND
STA=8+45.66
24" TEE

4.85%

17.76%
STA=8+07.83CL=254.68
24" 22.5° HORZ BEND
STA=6+77.23CL=255.32
24" 11.25° VERT BEND
STA=6+38.54
CL=248.44
24" 11.25° VERT BEND
W W W
SD

SS SS SS
5+00
24" 45° HORZ BEND
N=1805072.0360
E=6498455.2260
24" 45° HORZ BEND
N=1805053.7500
E=6498436.4940
24" W
SD
SD
SD
8+45.66
6+00 7+00
8+00
24" TEE
N=1805358.2313
E=6498382.0313
24" 22.5° HORZ BEND
N=1805268.9219
E=6498457.3148
24" 22.5° HORZ BEND
N=1805317.4617
E=6498437.8096
24" 22.5° HORZ BEND
N=1805340.9714
E=6498414.7934
24" 22.5° HORZ BEND
N=1805353.6935
E=6498384.9782
24" 11.25° VERT BEND
N 1805223.53
E 6498456.81
24" 11.25° VERT BEND
N 1805184.85
E 6498456.43
24" W
SCALE
(HORIZ)
10'5'0 2.5'
SCALE: 1" = 5'
0 10' 20' 40'
SCALE: 1" = 20'
(VERT)
FILE:

PLAN
20163100C102

PROFILE
FILE: 20163100C102
PROJECT NO.

LAST SAVED BY:

FILE NAME:

Plot Date:

JCP
TD
DGB
C07
13 CIVIL
24" WATER MAIN
PLAN AND PROFILE 2
201631C07.dwg
atucker
201631-100000
9/12/2022 7:29:07 AM
usanorth811.org

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN

DESIGNED
201631
JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
SEPTEMBER 2025 OF 59

CITY OF VALLEJO

SKYVIEW RESERVOIR REPLACEMENT PROJECT
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
G G
No. 78444
268
264
260
256
252
248
244
240
236
MATCH LINE STA 5+40 SEE RIGHT
MATCH LINE STA 4+15 SEE DWG C06 MATCH LINE STA 4+15 SEE DWG C06 MATCH LINE STA 5+40 SEE LEFT
KEY NOTES:

1. DIP WATER MAIN. SEE SECTION 02693.

2. 24" MJxFL TEE W/ BLIND FLANGE.

3. SEE DWG C04 FOR CONTINUATION.

4. COORDINATE FINAL LOCATION OF COMBINATION

AIR VALVE ASSEMBLY WITH CONSTRUCTION
MANAGER. RESTORE GRADE AND DRAINAGE
PATH TO PRECONSTRUCTION CONDITIONS.

5. FIELD VERIFY ELEVATION OF EXISTING WATER
SERVICES. IF WATER SERVICE IS IN CONFLICT
WITH 24" W, CONTRACTOR SHALL REROUTE
SERVICE LATERAL TO PROVIDE MINIMUM 6"
VERTICAL CLEARANCE TO 24" W WITH AT LEAST
24" COVER ON WATER SERVICE. SEE CITY
STANDARD DETAIL 4-04 FOR MATERIAL
REQUIREMENTS.
#
EX-8" W

3.5'
MIN

EX GRADE

GOHEEN CIRCLE

REPLACE SIDEWALK
PER DWG C03
9'±
EX-12" SD
1 EX-12" SD

ACCESS ROAD
431'± LF OF 24" DUCTILE IRON PIPE (PC 200 PER SECTION 02001) 3 2
TYP
CY745
4 TYP
CF161
TYP
CY745
4 GENERAL NOTES:

1. ALL PRESSURE PIPELINES SHALL BE FULLY
RESTRAINED. SEE SECTION 02693 FOR ADDITIONAL
INFORMATION.

2. ALL DUCTILE IRON WATER MAINS SHALL BE FULLY
BONDED PER DET. 4/CP03. "CATHODIC PROTECTION
GENERAL NOTES" ON DWG CP01 SHALL APPLY TO ALL
DUCTILE IRON PIPING SHOWN ON DWGS C06 AND C07.

PROVIDE INSULATING JOINTS PER DET. 1/CP04 AND
2/CP04 AT CONNECTIONS TO EXISTING WATER MAINS.

BID PRICING SHALL INCLUDE 3 INSULATING JOINT
TEST STATIONS WITH (2)-32 LB ANODES (AT EACH

IJTS) ON GOHEEN CIRCLE AND/OR ACCESS ROAD PER
DET. 1/CP02. THE TESTING OF THE INSULATING

JOINTS SHALL BE CONDUCTED IN THE PRESENCE OF

THE OWNER'S REPRESENTATIVE AND APPROVED BY

THE REPRESENTATIVE PRIOR TO FINAL ACCEPTANCE
AND BACKFILL. COORDINATE FINAL PLACEMENT OF
TEST STATIONS WITH CONSTRUCTION MANAGER.

3. CONTRACTOR SHALL POTHOLE AND VERIFY

LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO
CONSTRUCTION. ALL POTENTIAL CONFLICTS OR

CONDITIONS THAT DO NOT ALLOW FOR THE

REQUIRED SEPARATION DISTANCES SHALL BE

BROUGHT TO THE ATTENTION OF THE
CONSTRUCTION MANAGER WITHIN 5 WORKING DAYS
OF POTHOLING.

4. MAINTAIN MIN 3' SEPARATION BETWEEN PROPOSED

WATER MAIN AND EXISTING WATER MAIN AND GAS
LINES.

5. MAINTAIN MIN 10' HORIZONTAL AND 1' VERTICAL

SEPARATION BETWEEN PROPOSED WATER MAIN AND
EXISTING SEWER AND STORM DRAIN LINES. WATER

MAINS SHALL CROSS ABOVE SEWER AND STORM
DRAIN LINES.

6. WHERE REQUIRED SEPARATION TO EXISTING SEWER

AND STORM DRAIN LINES CANNOT BE ACHIEVED, OR

WHERE THE WATER MAIN MUST BE CONSTRUCTED

BELOW A SEWER OR STORM DRAIN LINE, CONSTRUCT
NEW WATER MAIN WITHOUT PIPE JOINTS WITHIN 10'

OF EITHER SIDE OF THE OUTSIDE DIAMETER OF THE
SEWER OR STORM PIPE BARREL. ENCASE WATER
MAIN PER MP003/TYP. ENCASEMENT SHALL EXTEND
10' BEYOND THE OUTSIDE BARREL OF THE STORM OR
SEWER PIPELINE.

7. ABANDON WATER MAINS WHERE INDICATED PER
SECTION 01738.

EX-8" SS
1 6" MIN CLR
6" MIN CLR
6" MIN CLR

DUCT BANK

DUCT BANK

DUCT BANK
DUCT BANKS.

SEE DWG E02 (TYP)
1' MIN CLR
5 5
Digitally signed by Justin C. Peterson
Contact Info: Carollo Engineers, Inc.

Date: 2025.09.10 13:09:11-07'00'

PROJECT NO.

LAST SAVED BY:

FILE NAME:

TDH
DJA
JDH
CP01
14 CATHODIC PROTECTION

SITE PLAN
201631CP.dwg
DAlfano
201631-100000

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN

DESIGNED
201631
JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
OF 59

CITY OF VALLEJO

SKYVIEW RESERVOIR REPLACEMENT PROJECT
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
G G
(925)927-6630 FAX (925)927-6634
WWW.JDHCORROSION.COM
Concord, CA 945201100 Willow Pass Court
40'20'0 10'
SCALE: 1" = 20'
CATHODIC PROTECTION GENERAL NOTES:

SKYVIEW
RESERVOIR 2

SEE STRUCTURAL DWGS

FOR CONTINUATION
(INLET)
EX-24" W
24" W
24" W
(OUTLET)
24" W
4" LDP
2 RESERVOIR CONTROL

VALVE VAULT

DRAIN/OVERFLOW

CATCH BASIN
3 1. THE PIPELINES WHICH ARE THE SUBJECT OF THIS CATHODIC

PROTECTION SYSTEM ARE THE YARD PIPING OF THE SKYVIEW

TANKS CONSISTING OF DUCTILE IRON PIPE, VALVES & FITTINGS OF THE POTABLE WATER OUTLET AND INLET. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE WRAPPED WITH 8-MIL POLYETHYLENE IN ACCORDANCE WITH AWWA C-105.

2. CATHODIC PROTECTION FOR THE METALLIC PIPE SHALL CONSIST

OF PREPACKAGED, HIGH POTENTIAL MAGNESIUM ANODES
INSTALLED INSTALLED IN TEST STATIONS AS SHOWN. THE ANODE SIZES ARE INDICATED ON THIS SHEET (SEE KEYNOTES).

3. ALL NON-WELDED, NON-INSULATING JOINTS SHALL BE BONDED

WITH ONE HMWPE INSULATED COPPER CABLES FOR ELECTRICAL

CONTINUITY OF THE DUCTILE IRON PIPE AND/OR FITTINGS PER DETAIL 4/CP03. CABLE-TO-PIPE CONNECTIONS TO DUCTILE IRON

PIPE AND FITTINGS SHALL BE MADE BY MEANS OF EXOTHERMIC
WELDS.

4. THE NEW PIPELINES AND FITTINGS SHALL BE ELECTRICALLY

ISOLATED FROM ALL ABOVE GRADE STRUCTURES AND FROM

EXISTING METALLIC STRUCTURES, SUCH AS REBAR, COPPER PIPE, GROUNDING CLAMPS, TRACER WIRE, EXISTING PIPE, ETC.

INSULATING JOINTS SHALL BE INSTALLED AT ALL CONNECTIONS TO

ABOVE GRADE STRUCTURES, IN-VAULT PIPE AND
INSTRUMENTATION AND TO EXISTING PIPELINES.

5. TEST STATIONS ARE REQUIRED FOR ANODE LOCATIONS ON ALL PIPES & FITTINGS.

6. ANY ADDITIONAL ANODES INSTALLED SHALL BE DOCUMENTED AND REPORT PROVIDED TO THE ENGINEER.

7. REFER TO SECTION 13100 FOR CATHODIC PROTECTION SYSTEM TESTING AND INSPECTION REQUIREMENTS.

SCALE:

FILE:

PLAN
201631CP
A 1" = 20'

CATHODIC PROTECTION SITE PLAN
1 CP02 1

1. INSTALL ON THE 24" W OUTLET CONNECTION TO THE TANK AN IJTSA W/(2)-32 LB. PREPACKAGED MAGNESIUM ANODES PER
DETAIL 1/CP02. EXTEND THE WAX TAPE COATING FROM THE
INSULATING FLANGE APPROXIMATELY 15 FEET TO THE FACE OF

THE CONCRETE ENCASEMENT WHERE THE OUTLET PIPE EXITS
FROM THE CONCRETE ENCASEMENT UNDER THE TANK.

2. INSTALL BOND CABLES ON ALL BURIED (NON-INSULATING) JOINTS OF THE 24" W OUTLET PER DETAIL 4/CP03.

3. INSTALL INSULATING JOINTS INSIDE THE RESERVOIR CONTROL

VAULT ON ALL PIPE ENTERING AND EXITING THE VAULT PER
DETAIL 1/CP04. PROVIDE ADDITIONAL GROUNDING FOR ANY
ELECTRICALLY POWERED INSTRUMENTATION IN THE VAULT.

4. INSTALL WAX TAPE COATING ON THE DUCTILE IRON PIPE OF THE 24" INLET. EXTEND THE WAX TAPE COATING FROM THE FACE OF THE VAULT APPROXIMATELY 14 FEET TO THE FACE OF THE

CONCRETE ENCASEMENT WHERE THE INLET PIPE EXITS FROM
THE CONCRETE ENCASEMENT UNDER THE TANK.

5. INSTALL ON THE 24" W OUTLET AN ATS W/(2)-32 LB. PREPACKAGED MAGNESIUM ANODES PER DETAIL 2/CP02.
# KEY NOTES:
2 CP02 5
1 CP05 4
1 CP04
1 CP04
1 CP04
SEPTEMBER 2025

NOTES:

1. EXTEND THE WAX TAPE COATING TO THE FACE OF THE CONCRETE ENCASEMENT.

2. COAT ALL BURIED BOLTS & NUTS WITH BITUMASTIC. ENCASE ALL DUCTILE IRON PIPE AND FITTINGS IN POLYETHYLENE PER CATHODIC PROTECTION GENERAL NOTE 1. ON SHEET CP04,

3. BOND ALL BURIED, NON-WELDED, (NON-INSULATING) DUCTILE ITON PIPE JOINTS. SEE DETAIL 4/CP03.

TANK WALL

TANK FLOOR
PIPE

TEST STATION

SEE DETAIL

PREPACKAGED MAGNESIUM ANODE (TYP)

SEE DETAIL

INSULATING FLANGE & COATING

SEE DETAIL

POLYETHYLENE

ENCASEMENT
(SEE NOTE 2.)
#10 AWG/THHN (BLACK) ANODE CABLES
#10 AWG/THHN
TEST (RED) CABLES #10 AWG HMWPE (WHITE) DRAIN CABLE
#10 AWG/THHN

TEST (WHITE) CABLE
10' MIN
(SEE NOTE 1.)
NOTES:

1. INSTALL 2" PVC PIPE IN CLEAN NATIVE SOIL. FILL PIPE WITH CLEAN SOIL, FREE FROM ROCKS & DEBRIS.

2. INSTALL 18" LENGTH OF 3/ 4" PVC PIPE TO ENSURE THAT THE TERMINAL BOX WILL REMAIN IN THE UPRIGHT POSITION. POSITION THE PIPE SO THAT THE TERMINAL BOX WILL BE AS HIGH AS POSSIBLE WITH THE CAST IRON LID STILL CLOSING PROPERLY. 12" (TYP)
NOTE:

1. IDENTIFY ALL CABLES IN THE TERMINAL BOX PER DETAIL 2 ON SHEET CP03.

CABLE-TO-PIPE

CONNECTION (TYP)

SEE DETAIL

INSULATING JOINT &

COATING

SEE DETAILS

PROTECTED PIPELINE
#10 AWG/THHN TEST

CABLE (RED)
#10 AWG/THHN BOND

CABLE (RED)
#10 AWG THHN BOND

CABLE (WHITE)
#10 AWG THHN TEST

CABLE (WHITE)

NONPROTECTED

PIPELINE
(SEE NOTE 2.)

TEST STATION

TERMINAL BOX SEE DETAIL

SEE LEFT
6"
MIN

FINISHED GRADE

TERMINAL BOX
6"
10-1/4"Ø CONCRETE TRAFFIC BOX W/CAST IRON
COVER MARKED "CP-TEST"

CONCRETE COLLAR
3000 PSI
#4 REBAR

CENTERED

IN COLLAR
PROVIDE 18" SLACK IN CABLES

TO ALLOW REMOVAL OF

TERMINAL BOX FROM TEST

STATION
6"
MIN
6"

CONCRETE
COLLAR
3000 PSI

ASPHALT CONCRETE

2.5"

TERMINAL BOX
PROVIDE 18" SLACK IN CABLES

TO ALLOW REMOVAL OF

TERMINAL BOX FROM TEST

STATION
#4 REBAR

CENTERED

IN COLLAR
10-1/4"Ø CONCRETE TRAFFIC BOX W/CAST IRON
COVER MARKED "CP-TEST"
24"
MIN
2" PVC PIPE (SEE NOTE 1.)
24"
MIN

DRAIN ROCK DRAIN ROCK

NATIVE SOIL NATIVE SOIL
12"
MIN
6"
MIN
12"
MIN
6"
MIN
3/4" PVC PIPE (SEE NOTE 2.)
2" PVC PIPE (SEE NOTE 1.)
3/4" PVC PIPE (SEE NOTE 2.)
32 LB PREPACKAGED MAGNESIUM ANODE

SEE DETAIL
#10 AWG THHN ANODE

CABLE (BLACK)
10'
(TYP)

CABLE-TO-PIPE

CONNECTION
SEE DETAIL #10 AWG/THHN DRAIN
CABLE
#10 AWG THHN TEST
CABLE
#10 AWG/THHN (BLACK)

ANODE CABLE (TYP)

DUCTILE IRON

PIPELINE
WHITE
12" (TYP)
NOTES:

1. INSTALL BOND CABLES ON ALL BURIED JOINTS (EXCEPT INSULATING JOINTS) PER TO DETAIL 4/CP03.

2. COAT ALL NUTS AND BOLTS WITH BITUMASTIC AND ENCASE ALL DUCTILE IRON PIPE AND FITTINGS IN POLYETHYLENE PER CATHODIC PROTECTION GENERAL NOTE II.A.4 ON SHEET CP01.

TEST STATION

SEE DETAIL
GRADE
6' MIN
(SEE NOTE 2.)
12" MIN
6' MIN
(SEE
NOTE 2.)

TO PIPE/FITTING
(SEE NOTE 5.)

NATIVE BACKFILL

FREE OF ROCKS &
DEBRIS

PREPACKAGED
ANODE
#10 AWG/THHN ANODE

CABLE (BLACK)
GRADE
6"
12"
12" MIN

TO PIPE/FITTING
(SEE NOTE 5.)

NATIVE BACKFILL

FREE OF ROCKS &
DEBRIS

PREPACKAGED
ANODE
#10 AWG/THHN ANODE

CABLE (BLACK)
NOTES:

1. INSTALL ANODES 3 FEET OFF THE PIPE/FITTING IN NATIVE SOIL.

2. THE ANODES MAY BE INSTALLED HORIZONTALLY OR VERTICALLY UPON DISCRETION OF THE CONTRACTOR.

3. MAINTAIN A MIN. DISTANCE OF 10 FEET BETWEEN ANODES IF MULTIPLE ANODES ARE INSTALLED.

4. CONNECT ANODE CABLE TO TEST STATION OR DIRECTLY TO PIPE OR FITTING AS SHOWN IN THE DRAWINGS.

PREPACKAGED MAGNESIUM ANODE (TYP)

SEE DETAIL
5 CP02
1 CP04
4 CP02
3 CP03
5 CP02
4 CP02
5 CP02
3 CP03
1 CP04
4 CP02
2 CP04
2 CP04

FACE OF CONCRETE ENCASEMENT
(SEE NOTE 1.)

CONCRETE

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN

DESIGNED
201631
JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
OF 59

CITY OF VALLEJO

SKYVIEW RESERVOIR REPLACEMENT PROJECT
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
G G
(925)927-6630 FAX (925)927-6634
WWW.JDHCORROSION.COM
Concord, CA 945201100 Willow Pass Court
PROJECT NO.

LAST SAVED BY:

FILE NAME:

TDH
DJA
JDH
CP02
15 CATHODIC PROTECTION
DETAILS 1
201631CP.dwg
DAlfano
201631-100000
SEPTEMBER 2025

0.01 OHM-8 AMP SHUNT
#10 AWG/THHN
(BLACK) ANODE CABLE
(2) #10 AWG/THHN TEST
CABLES
(WHITE-PROTECTED PIPE

RED-EXISTING PIPE)
#8 AWG/THHN TEST

CABLE (RED)

TERMINAL BOX (COVER

NOT SHOWN FOR

CLARITY)
#8 AWG/THHN (WHITE)

DRAIN CABLE

NICKEL PLATED BRASS

BINDING POST W/SET

SCREW (TYP)

0.01 OHM-8 AMP SHUNT
#10 AWG/THHN
(BLACK) ANODE CABLE
#10 AWG/THHN TEST
CABLES (BLUEPROTECTED PIPE )

TERMINAL BOX (COVER

NOT SHOWN FOR

CLARITY)
#8 AWG/THHN (BLUE)

DRAIN CABLE

NICKEL PLATED BRASS

BINDING POST W/SET

SCREW (TYP)
1/4"

DUCTILE IRON PIPE

FILL W/EPOXY TO COVER ALL

EXPOSED STEEL & COPPER A
MINIMUM OF 1/4"

EXOTHERMIC WELD

SEE DETAIL
COPPER
SLEEVE

JOINT BOND CABLE OR

TEST STATION CABLE
(SIZE AS REQ'D)

BUILD DAM W/PLUMBER'S
PUTTY

GRAPHITE COVER
SLEEVE
HANDLE

GRAPHITE MOLD
CABLE

STARTING POWDER

METAL DISC

METAL WELDING POWDER

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 3 ON DRAWING CP03.

NOTE:

PROCEDURE SHOWN ABOVE IS TO BE USED AS A GENERAL GUIDE ONLY. CONSULT MANUFACTURER'S LITERATURE FOR SPECIFIC INSTALLATION INSTRUCTIONS.

STEP 1.

STEP 2.

STEP 3.

STEP 4.

STEP 5.

PIPELINE

SURFACE

PERMANENT NYLON

MARKING TAG

WIRE INSULATION STRIPPED TO FIT

TERMINAL LUG

ABBREVIATIONS NUMBER

ANODE NUMBER

AN - ANODE

W - WATER

DR - DRAIN CABLE

TT - TEST CABLE
HMWPE BOND CABLE, 24" LONG
(SEE NOTE 2.)

CAST IRON OR STEEL COUPLING

EPOXY COATED
HMWPE BOND CABLE (SEE NOTE 2.)
DIPDIP
DIPDIP
DIPDIP
DIPDIP
(1) #8 AWG/HMWPE

BOND CABLE (TYP)
HMWPE BOND CABLE (SEE NOTE 2.)
HMWPE BOND CABLE (SEE NOTE 2.)
NOTES:

1. INSTALL ONE #8 AWG/HMWPE BOND CABLE ON EACH JOINT FOR DUCTILE IRON SETTLEMENT JOINTS.

INSTALL ONE #8 AWG/HMWPE BOND CABLE ON EACH JOINT FOR METALLIC PIPELINES OF UP TO 10-INCHES IN DIAMETER.

INSTALL ONE #4 AWG/HMWPE BOND CABLE ON EACH JOINT FOR METALLIC PIPELINES OF UP TO 18-INCHES IN DIAMETER.

INSTALL TWO #4 AWG/HMWPE BOND CABLES ON EACH JOINT FOR METALLIC PIPELINES 20" IN DIAMETER OR GREATER.

2. PROVIDE ENOUGH SLACK IN THE BOND CABLES SHALL BE OF SUFFICIENT LENGTH TO ALLOW FOR SIGNIFICANT SOIL SUBSIDENCE AND PIPE JOINT MOVEMENT.
3 CP03
5 CP03

CABLE-TO-PIPE

CONNECTION (TYP)

SEE DETAIL

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN

DESIGNED
201631
JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
OF 59

CITY OF VALLEJO

SKYVIEW RESERVOIR REPLACEMENT PROJECT
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
G G
(925)927-6630 FAX (925)927-6634
WWW.JDHCORROSION.COM
Concord, CA 945201100 Willow Pass Court
PROJECT NO.

LAST SAVED BY:

FILE NAME:

TDH
DJA
JDH
CP03
16 CATHODIC PROTECTION
DETAILS 2
201631CP.dwg
DAlfano
201631-100000
SEPTEMBER 2025

INSULATING SLEEVE/BUSHING

INSULATING WASHER NUT

INSTALL INSULATING

SLEEVES & WASHERS
(TYP)

STEEL WASHER
NOTES:

1. THE INSULATING FLANGE KIT SHALL BE FOR WATER SERVICE, SUITABLE FOR WET & DRY LOCATIONS, AND BE OF SAME PRESSURE RATING AS THE FLANGE.

2. THIS DETAIL IS TYPICAL FOR STEEL AND DUCTILE IRON PIPE FLANGES, AND ALSO FOR STEEL PIPE INSULATING FLEXIBLE COUPLINGS AND INSULATED RESTRAINED FLEXIBLE COUPLINGS.

3. THE ALLOY OF THE STEEL WASHERS SHALL BE THE SAME AS IS SPECIFIED FOR THE FLANGE BOLTS.

INSULATING
WASHER
STEEL
WASHER

DOUBLE NUT

INSULATING

SLEEVE/BUSHING

RESTRAING ROD
(TYP)

WELDED ANCHOR

INSULATING GASKET
(TYP)

WELD ANCHOR (TYP)

SEE ANCHOR DETAIL

TO THE RIGHT

RESTRAINING ROD (TYP)

MIDDLE RING

FOLLOWER RING (TYP)

INSULATING
GASKET

TANK SIDE PIPE

RESTRAINING ROD
(TYP)

BELOW GRADE
PIPE
FLANGE

PIPELINE

INSULATING GASKET

FLANGE BOLT

FULL LENGTH

REINFORCED PHENOLIC RESIN

OR MYLAR SLEEVE

PHENOLIC INSULATING

WASHER (TYP)

FLANGE NUT

STEEL WASHER (TYP)

BUILD UP WITH FILL COAT TO

COVER ALL NUTS AND BOLTS A
MINIMUM OF 1
4" (SEE SPECS.)

INSULATING WASHER
(TYPICAL OF 2)

STEEL WASHER
(TYPICAL OF 2)

WAX TAPE &

OUTERWRAP
(SEE SPECS.)

INSULATING SLEEVE
FLANGE

STAINLESS STEEL
NUT

STAINLESS STEEL BOLT
(SEE NOTE 4.)

INSULATING
GASKET

DUCTILE IRON

OR STEEL PIPE

BOLT (TYP)

MIDDLE RING

INSULATING

GASKET (TYP)

BUILD UP WITH FILL

COAT TO COVER

ALL NUTS AND RODS
A MINIMUM OF 1/4"
(SEE SPECS.)
(SEE NOTE 2.)

MIDDLE RING

INSULATING FOLLOWER RING (TYP)

GASKET (TYP)

WELD ANCHOR (TYP)
(SEE NOTE 2.)

RESTRAINING ROD (TYP)
SEE NOTE 4.
#8 AWG HMWPE BOND CABLES

SEE DETAIL

FOLLOWER RING (TYP)

RESTRAINING ROD (TYP)
#8 AWG HMWPE BOND CABLES
(TYP)

SEE DETAIL

BUILD UP WITH FILL COAT

TO COVER ALL NUTS AND
RODS A MINIMUM OF 1/4"
(SEE SPECS.)
(SEE NOTE 2.)

OUTER WRAP

INSULATING
GASKET
#8 AWG HMWPE BOND CABLES

SEE DETAIL
4 CP03
4 CP03
4 CP03

WAX TAPE &

OUTERWRAP
(SEE SPECS.)

WAX TAPE &

OUTERWRAP
(SEE SPECS.)

BUILD UP WITH FILL COAT

TO COVER ALL NUTS AND
RODS A MINIMUM OF 1/4"
(SEE SPECS.)
(SEE NOTE 2.)

WAX TAPE & OUTERWRAP
(SEE SPECS.)
NOTES:

1. OMIT COATING IF COUPLING IS LOCATED ABOVE GRADE OR IN VAULTS.

2. ENSURE APPLICATION OF VISCOUS ELASTIC COATING AND VISCOUS ELASTIC PASTE TO COVER ALL RESTRAINING ROD ASSEMBLIES.

3. ALL INSULATING JOINTS SHALL BE TESTED AND APPROVED PRIOR TO BACKFILL.

4. INSTALL STAINLESS STEEL RODS, BOLTS, NUTS, AND WASHERS.

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN

DESIGNED
201631
JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
OF 59

CITY OF VALLEJO

SKYVIEW RESERVOIR REPLACEMENT PROJECT
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
G G
(925)927-6630 FAX (925)927-6634
WWW.JDHCORROSION.COM
Concord, CA 945201100 Willow Pass Court
PROJECT NO.

LAST SAVED BY:

FILE NAME:

TDH
DJA
JDH
CP04
17 CATHODIC PROTECTION
DETAILS 3
201631CP.dwg
DAlfano
201631-100000
SEPTEMBER 2025

BOLT (TYP)

MIDDLE RING

INSULATING

GASKET (TYP)

MIDDLE RING

FOLLOWER RING (TYP)

INSULATING

GASKET (TYP)

WELD ANCHOR (TYP)
(SEE NOTE 2.)

RESTRAINING ROD (TYP)
SEE NOTE 4.
#8 AWG HMWPE BOND CABLES

SEE DETAIL

FOLLOWER RING (TYP)

RESTRAINING ROD (TYP)
#8 AWG HMWPE BOND CABLES
(TYP)

SEE DETAIL

OUTER WRAP

INSULATING
GASKET
#8 AWG HMWPE BOND CABLES

SEE DETAIL
NOTES:

1. OMIT COATING IF COUPLING IS LOCATED ABOVE GRADE OR IN VAULTS.

2. ENSURE APPLICATION OF VISCOUS ELASTIC COATING AND VISCOUS ELASTIC PASTE TO COVER ALL RESTRAINING ROD ASSEMBLIES.

3. ALL INSULATING JOINTS SHALL BE TESTED AND APPROVED PRIOR TO BACKFILL.

4. INSTALL STAINLESS STEEL RODS, BOLTS, NUTS, AND WASHERS.

5. THIS DETAIL IS TYPICAL FOR THE WAX TAPE COATING OF DUCTILE IRON PIPE OF THE INLET. 4 CP03
4 CP03
4 CP03

BUILD UP WITH FILL COAT

TO COVER ALL NUTS AND
RODS A MINIMUM OF 1/4"
(SEE SPECS.)
(SEE NOTE 2.)

WAX TAPE & OUTERWRAP
(SEE SPECS.)

WAX TAPE &

OUTERWRAP
(SEE SPECS.)

BUILD UP WITH FILL

COAT TO COVER

ALL NUTS AND RODS
A MINIMUM OF 1/4"
(SEE SPECS.)
(SEE NOTE 2.)

BUILD UP WITH FILL COAT

TO COVER ALL NUTS AND
RODS A MINIMUM OF 1/4"
(SEE SPECS.)
(SEE NOTE 2.)

WAX TAPE &

OUTERWRAP
(SEE SPECS.)

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN

DESIGNED
201631
JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
OF 59

CITY OF VALLEJO

SKYVIEW RESERVOIR REPLACEMENT PROJECT
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
G G
(925)927-6630 FAX (925)927-6634
WWW.JDHCORROSION.COM
Concord, CA 945201100 Willow Pass Court
PROJECT NO.

LAST SAVED BY:

FILE NAME:

TDH
DJA
JDH
CP05
18 CATHODIC PROTECTION
DETAILS 4
201631CP.dwg
DAlfano
201631-100000
SEPTEMBER 2025

201631-100000
JB
aum
barger
CE
CE
JAD
GS01
19 STRUCTURAL

GENERAL STRUCTURAL NOTES
201631GS01.dgn

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN

DESIGNED
201631
JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
SEPTEMBER 2025 OF 59

CITY OF VALLEJO

SKYVIEW RESERVOIR REPLACEMENT PROJECT
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
G G
P
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PROJECT NO. FILE NAME:

GENERAL NOTES: GEOTECHNICAL REPORT / FOUNDATION DESIGN CRITERIA:

TYPICAL STRUCTURAL MATERIALS:

CONSTRUCTION: STRUCTURAL SYMBOLS:

CURED TO THEIR MINIMUM SPECIFIED 28-DAY COMPRESSIVE STRENGTH.

OF THE WALL ARE IN PLACE, ARE COMPLETE, AND (IN THE CASE OF CONCRETE) HAVE

2.DO NOT PLACE BACKFILL AGAINST WALLS UNTIL STRUCTURES SUPPORTING THE TOP PREPARED, BEFORE PROCEEDING WITH FOUNDATION CONSTRUCTION.

OBTAIN ENGINEER’S OBSERVATION OF SUBGRADE SURFACES, AS EXPOSED AND AS

1.EXPOSE AND PREPARE SUBGRADE AS SHOWN ON THE DRAWINGS AND SPECIFIED.

EXCAVATION AND BACKFILLING:

SPECIAL INSPECTION:

REINFORCING STEEL (FOR CONCRETE ):

CONCRETE:

STRUCTURAL STEEL:

STAINLESS STEEL:

B. TYPE 304L: E304L-15 ELECTRODES.

A. TYPE 316L: E316L-15 ELECTRODES.

4. WELDED CONNECTIONS:

C. TYPE 304/304L: ASTM F 593, GRADE B8, CLASS 1, HEAVY HEX.

B. TYPE 316/316L: ASTM F 593, GRADE B8M, CLASS 1, HEAVY HEX.

A. MATCH ALLOY OF THE STRUCTURAL MEMBERS CONNECTED.

3. BOLTED CONNECTIONS - BOLTS AND ANCHOR BOLTS:

2. SECTIONS: SHAPES AND BARS: ASTM A 276.

1. ANSI TYPE 316/316L EXCEPT WHERE TYPE 304/304L IS INDICATED ON THE DRAWINGS.

STRUCTURAL ALUMINUM:

ALLOY 4043 ELECTRODES.

A. GAS METAL ARC (MIG) OR GAS TUNGSTEN ARC (TIG) PROCESS USING FILLER

3. WELDED CONNECTIONS:

A. STAINLESS STEEL - TYPE 316, ASTM F 593, GRADE B8M, CLASS 1, HEAVY HEX.

2. BOLTED CONNECTIONS - BOLTS AND ANCHOR BOLTS:

B. SHEET AND PLATE: ASTM B 209, ALLOY 6061-T6.

A. SHAPES: ASTM B 308, ALLOY 6061-T6.

1. SECTIONS
STRUCTURAL ABBREVIATIONS:

DEFERRED DESIGN SUBMITTALS
BRACING, AND BALANCING.

THEIR DESIGN STRENGTH, PROTECT STRUCTURES AS REQUIRED BY SHORING, FACILITIES. UNTIL CONSTRUCTION IS COMPLETE AND MEMBERS HAVE ACHIEVED

STRUCTURES HAVE BEEN DESIGNED FOR OPERATING LOADS ON COMPLETED

9. CONSTRUCTION LOADS:

STRUCTURAL DESIGN CRITERIA - GENERAL:

A. DESIGN RAINFALL INTENSITY: i = 1.32 INCHES / HOUR. (100 YEAR/1 HOUR EVENT)

8. RAIN LOADS:
( * 5% DAMPED)
C. DESIGN SPECTRAL RESPONSE ACCELERATIONS:*
B. MAXIMUM CONSIDERED ACCELERATIONS:*
A. SITE CLASS: C.

7. EARTHQUAKE DESIGN DATA:

C. BASIC WIND SPEED (3 SEC GUST, 33 FEET ABOVE GROUND): 99 MPH.

B. WIND-BORNE DEBRIS REGION:

A. SPECIAL WIND REGION:

6. WIND DESIGN DATA:

5. FLUID PRESSURE LOADS: 62.4 PSF/FT (UNO).

E. CONCENTRATED AND IMPACT LOADS: SEE PLANS.

D. EQUIPMENT LOADS: SEE PLANS.

C. ROOF LIVE LOAD: SEE PLANS (20 PSF MINIMUM).

B. GRATING AND CHECKERED PLATE: 100 PSF (UNO).

A. FLOOR LIVE LOAD: SEE PLANS.

4. LIVE LOADS: (REDUCTIONS NOT USED)

3. DEAD LOADS: CALCULATED FOR STRUCTURE SELF-WEIGHT.

2. STRUCTURE RISK CATEGORY: IV.

B. LOCAL AMENDMENTS: 2022 CALIFORNIA BUILDING CODE.

A. 2021 INTERNATIONAL BUILDING CODE (“IBC 2021”) WITH ASCE 7-16.

1. BUILDING CODE:

THESE OVERALL CRITERIA FOR THE SITE.

SEE DRAWINGS OF INDIVIDUAL STRUCTURES FOR SPECIFIC DESIGN CRITERIA BASED ON NO
NO

2. PRESTRESSING STRANDS: ASTM A 416, 270 KSI YIELD STRENGTH, 7-WIRE.

B. WHERE INDICATED ON THE DRAWINGS: ASTM A 706.

A. TYPICAL: ASTM A 615, GRADE 60.

1. DEFORMED BARS:

THE DRAWINGS.

CONFORM TO THE FOLLOWING REQUIREMENTS UNLESS OTHERWISE INDICATED ON ITS MINIMUM SPECIFIED 28-DAY COMPRESSIVE STRENGTH.

STRUCTURE ABOVE IS COMPLETE AND (IN THE CASE OF CONCRETE) HAS CURED TO ARE COMPLETE, PROVIDE BRACING FOR WALLS. KEEP BRACING IN PLACE UNTIL THE

3. WHERE BACKFILL MUST BE PLACED AGAINST WALLS BEFORE STRUCTURES ABOVE FOR DETAILED AND LOCATION-SPECIFIC REQUIREMENTS.

2. SEE PROJECT SPECIFICATIONS AND NOTES ON DRAWINGS OF SPECIFIC STRUCTURES OTHERWISE INDICATED ON THE DRAWINGS.

1.MATERIALS SHALL CONFORM TO THE FOLLOWING REQUIREMENTS UNLESS 1) BOLTING.

C.STRUCTURAL ALUMINUM.
1) HIGH-STRENGTH BOLTING.

B.STRUCTURAL STEEL (CARBON AND STAINLESS).
4) ANCHORS - POST-INSTALLED MECHANICAL AND ADHESIVE.
3) ANCHORS - CAST-IN AND BUILT-IN ANCHOR BOLTS.
2) MEMBER SIZES/TYPES.
1) MEMBER LOCATIONS.

A.GENERAL ALL METALS:

4.DIVISION 5 METALS
H.PRECAST CONCRETE.

G.PRESTRESSED CONCRETE.

F.PROTECTION AND CURING PROCEDURES.

E.CONCRETE MIX AND PLACEMENT.

D.ANCHORS: CAST-IN AND POST-INSTALLED.

C.REINFORCING STEEL.

B.FORMWORK AND MEMBER SIZES.

A.LOCATIONS.

3.DIVISION 3 CONCRETE:

D.FILL AND BACKFILL.

C.PREPARATION OF SOILS/SURFACES SUPPORTING CONSTRUCTION.

B.ADEQUACY OF EXPOSED SURFACE TO PROVIDE REQUIRED SUPPORT.

A.EXCAVATION DEPTH.

2.DIVISION 2 SITE CONSTRUCTION (EARTHWORK)
AND CONSTRUCTION. SEE SPECIFICATION SECTION 01455 FOR DETAILS.

1.SPECIAL INSPECTION IS REQUIRED FOR THE FOLLOWING STRUCTURAL MATERIALS A. 13207 STRAND-WOUND CIRCULAR PRESTRESSED CONCRETE TANK

2. DIVISION 13 SPECIAL CONSTRUCTION.

A. 03300 CONCRETE MIX DESIGNS

1. DIVISION 3 CONCRETE.

DEFERRED DESIGN SUBMITTALS FOR THIS PROJECT INCLUDE:

SUBSEQUENTLY SUBMITTED TO THE BUILDING OFFICIAL.

THAT ARE TO BE REVIEWED BY THE REGISTERED DESIGN PROFESSIONAL AND

OF THE DESIGN THAT ARE NOT SUBMITTED AT THE TIME OF PERMIT APPLICATION, AND

AS DEFINED IN THE BUILDING CODE, DEFERRED DESIGN SUBMITTALS ARE PORTIONS 4500 6000

DISCREPANCIES
D. SEE MECHANICAL DRAWINGS FOR EQUIPMENT PADS AND PIPE SUPPORTS.

AND ASSOCIATED STRUCTURAL REQUIREMENTS.

C. SEE MECHANICAL DRAWINGS FOR DETAILS OF PIPE PENETRATIONS, PIPE SUPPORTS, DIAMETER ARE NOT SHOWN ON THE STRUCTURAL DRAWINGS.

B. IN GENERAL, OPENINGS, EMBEDMENTS, AND PENETRATIONS LESS THAN 12 INCHES IN ITEMS AND EQUIPMENT FURNISHED.

A. CONFIRM SIZE AND LOCATIONS OF OPENINGS, PENETRATIONS AND EMBEDMENT FOR STRUCTURES.

CONDUITS, AND OTHER ITEMS THAT ARE EMBEDDED INTO OR PASS THROUGH

7.DRAWINGS PREPARED BY OTHER DISCIPLINES INCLUDE OPENINGS, ANCHORS, PIPES, TO WHICH SITE COORDINATES REFER ARE SHOWN ON THE STRUCTURAL PLANS.

6.SEE CIVIL DRAWINGS FOR STRUCTURE COORDINATES. POINTS ON THE STRUCTURES ORIENTATION REQUIRED AT THAT STRUCTURE.

CONCRETE) IS GENERALLY ARBITRARY. SEE DRAWINGS OF EACH STRUCTURE FOR REINFORCEMENT (WHETHER “LINES” OR “DOTS”ARE CLOSER TO THE FACE OF THE B. IN STRUCTURAL TYPICAL DETAILS, ORIENTATION OF BARS IN EACH MAT OF TITLES, EVEN WHEN NOT SPECIFICALLY REFERENCED ON THE DRAWINGS.

A. TYPICAL DETAILS ARE INTENDED TO APPLY AT LOCATIONS DESCRIBED BY THEIR

5.TYPICAL DETAILS ARE INCLUDED ON THE “TS” DRAWINGS.

B. SIZES AND LOCATIONS OF EQUIPMENT PADS FOR EQUIPMENT SELECTED.

A. DIMENSIONS AND WEIGHTS FOR EQUIPMENT SELECTED.

FOLLOWING BEFORE PREPARATION AND SUBMITTAL OF SHOP DRAWINGS:

DIMENSIONS, AND INFORMATION SHOWN ON THESE DRAWINGS. CONFIRM THE

IMMEDIATELY OF BETWEEN EXISTING CONDITIONS AND

4.VERIFY DIMENSIONS AND CONDITIONS BEFORE BEGINNING WORK. ADVISE ENGINEER SHOWS CONSTRUCTION AT AND BELOW ELEVATION 110.)
C. PLANS ARE TREATED AS HORIZONTAL SECTIONS. (I.E.: “PLAN AT ELEVATION 110” B. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED SIZES.

A. SCREENED LINE WORK INDICATES EXISTING CONDITIONS.

3.PRESENTATION CONVENTIONS FOR STRUCTURAL DRAWINGS:

INDICATED IN THE GENERAL NOTES AND TYPICAL DETAILS.

2.UNLESS DETAILED, SPECIFIED, OR INDICATED OTHERWISE, CONSTRUCTION SHALL BE AS DISCIPLINES AND WITH THE SPECIFICATIONS.

1.USE STRUCTURAL DRAWINGS IN CONJUNCTION WITH PROJECT DRAWINGS BY OTHER E.PRECAST MEMBERS: f’c = 5000 PSI.

D.ELECTRICAL DUCT ENCASEMENT: “CLASS CE” f’c = 3000 PSI.

C.PIPE ENCASEMENT: “CLASS A” f’c = 4000 PSI.

B.FILL AND THRUST BLOCKS: “CLASS C” f’c = 2500 PSI.

A.STRUCTURES: “CLASS A” f’c = 4000 PSI.

2.MINIMUM SPECIFIED CONCRETE COMPRESSIVE STRENGTH, f’c (AT 28 DAYS UNO).

1.NORMAL DENSITY.

FASTEN GRATING TO SUPPORTS AS INDICATED IN S559/TYP.

C.UNLESS INDICATED ON THE DRAWINGS AS “REMOVABLE GRATING”, SECURELY B.GRATING AND ITS SEATS OR SUPPORTS SHALL BE OF THE SAME MATERIAL.

OTHERWISE NOTED.

A.ALUMINUM WITH TYPE 316 STAINLESS STEEL FASTENERS, UNLESS

2.GRATING:

A.ALUMINUM, EXCEPT WHERE OTHER MATERIALS ARE NOTED.

1.HANDRAILS AND GUARDRAILS:

METAL FABRICATIONS:

SLIDING COEFFICIENT OF FRICTION: 0.35
PASSIVE (PSF/FT): 350
SOIL SEISMIC, INVERSE TRIANGULAR LOAD (PSF/FT): 40
AT REST (PSF/FT): 65
ACTIVE (PSF/FT): 45
SURCHARGE: EQUIVALENT TO 2 FEET OF SOIL ABOVE FINISHED GRADE.

B. LATERAL EARTH PRESSURE (UNO):

A. NET ALLOWABLE BEARING PRESSURE (PSF): STATIC SEISMIC INVESTIGATION REPORT.

2. FOUNDATION DESIGNS ARE BASED ON RECOMMENDATIONS IN THE GEOTECHNICAL REPORT NO: E9149-04-03 DATED: MAY 2023.

PREPARED BY:GEOCON CONSULTANTS, INC.

TITLE: GEOTECHNICAL AND GEOLOGIC HAZARDS INVESTIGATION.

1. GEOTECHNICAL INVESTIGATION REPORT:
(AWS) A2.4.

2.WELDING: SYMBOLS: IN ACCORDANCE WITH AMERICAN WELDING SOCIETY DEFINITION OF MATERIALS SHADING PATTERNS.

1. SEE DRAWING G03 FOR KEY TO DRAWING TITLES AND SECTION CUTS, AND FOR

BAR SIZE)
# NUMBER (REINFORCING
T.O. TOP OF
O.F. OUTSIDE FACE
I.F. INSIDE FACE

EF EACH FACE PL PLATE

BO BOTTOM OF L ANGLE
REINFORCEMENT: OTHER:

ABBREVIATIONS HAVE THE MEANINGS LISTED.

WHEN USED ON THE STRUCTURAL DRAWINGS, THE FOLLOWING

4. ABBREVIATIONS FOR STRUCTURAL DRAWINGS:

THE ALUMINUM ASSOCIATION’S ALUMINUM DESIGN MANUAL, CURRENT EDITION.

B. ALUMINUM: ABBREVIATIONS AND DESIGNATIONS ARE IN ACCORDANCE WITH MANUAL, CURRENT EDITION.

AMERICAN INSTITUTE OF STEEL CONSTRUCTION’S STEEL CONSTRUCTION A. STEEL: ABBREVIATIONS AND DESIGNATIONS ARE IN ACCORDANCE WITH THE

3. STRUCTURAL MEMBERS:

PROJECT SPECIFICATIONS.

2. ABBREVIATIONS FOR NAMES OF TECHNICAL GROUPS MAY BE FOUND IN THE

1. SEE DRAWING G04 FOR GENERAL LIST OF ABBREVIATIONS USED ON DRAWINGS.

C. WELDS - SHIELDED METAL ARC PROCESS USING E70-XX ELECTRODES.

ASTM F 1554, GRADE 36 GALVANIZED.

ASTM F 593, STAINLESS TYPE 316 (304)
ANCHOR BOLTS WITH HEX FORGED HEAD.

B. BOLTS - STEEL TO CONCRETE OR MASONRY:

WASHERS.

ASTM F 3125 GRADE A325 HIGH-STRENGTH BOLTS, WITH LOAD INDICATOR A. BOLTS - STEEL TO-STEEL:

2. CONNECTIONS:

SQUARE AND RECTANGULAR: ASTM A 500, GRADE B (Fy = 46 KSI) ROUND: ASTM A 500, GRADE B (Fy = 42 KSI)
E. HOLLOW STRUCTURAL SECTIONS:

D. PIPES: ASTM A 53, GRADE B (Fy = 35 KSI)
C. PLATES AND BARS: ASTM A 36 (Fy = 36 KSI)
B. SHAPES S, ST, M, MT, HP, C, MC, L: ASTM A 36 (Fy = 36 KSI) A. SHAPES W, WT: ASTM A 992 (Fy = 50 KSI)

1. SECTIONS
ANCHORS.

LOCATIONS OF REINFORCEMENT IN MEMBERS BEFORE DRILLING HOLES FOR ANCHORS. USE NON-DESTRUCTIVE TESTING EQUIPMENT TO IDENTIFY B.DO NOT CUT, DAMAGE, OR INTERRUPT EXISTING REINFORCEMENT TO INSTALL EVALUATION REPORT AND MANUFACTURER’S INSTRUCTIONS.

A.INSTALL IN FULL COMPLIANCE WITH ACCEPTED BUILDING CODE

4.POST-INSTALLED ANCHORS IN CONCRETE:

ALUMINUM SURFACES AS SPECIFIED IN SECTION 09960.

B.WHERE ALUMINUM IS IN CONTACT WITH MASONRY OR CONCRETE, COAT ISOLATING SLEEVES AND WASHERS AS SPECIFIED IN SECTION 05190.

AND STAINLESS STEEL, OR ALUMINUM AND STEEL) PROVIDE
A.AT BOLTED CONNECTIONS THAT INCLUDE DIFFERENT METALS (E.G.: STEEL

3.INTERFACE BETWEEN MATERIALS:

BEING JOINED, AND FULL LENGTH OF THE JOINT.

A.FILLET WELDS: PER AWS CODE BASED ON THE THICKNESS OF THE MATERIALS

2.WELDED:

EDGE OF A PLATE OR STRUCTURAL ELEMENT.

C.WITH A DISTANCE OF AT LEAST 1 1/2 INCHES FROM CENTER OF BOLT TO ANY CENTER.

B.HAVING A MINIMUM OF 2 BOLTS, SPACED NOT CLOSER THAN 3 INCHES ON A.MADE USING 3/4-INCH DIAMETER BOLTS.

1.BOLTED:

STEEL, STAINLESS STEEL, AND ALUMINUM - CONNECTIONS:

B.HOUSEKEEPING PAD FOR ELECTRICAL EQUIPMENT SEE S350/TYP.

A.EQUIPMENT PAD SEE S302/TYP.

8. CONCRETE PADS

7.FINISH CONCRETE AS SPECIFIED IN SECTION 03366.

AND EMBEDMENTS.

6.MAINTAIN MINIMUM 3 INCHES CLEAR CONCRETE COVER BETWEEN REINFORCING DRAWINGS OR ACCEPTED IN ADVANCE BY THE ENGINEER.

5.WELDING OF REINFORCING IS NOT PERMITTED UNLESS DETAILED ON THE B.AT OPENINGS - AS INDICATED IN S180/TYP.

ADDED BARS WHERE INDICATED ON THE DRAWINGS.

A.AT CORNERS AND JUNCTIONS - AS INDICATED IN S144/TYP, SUPPLEMENT WITH

4.PROVIDE REINFORCING:

SPECIFICATION 03102 FOR CHAMFERS.

3.PROVIDE CHAMFER AT EXPOSED EDGES OF CAST-IN-PLACE CONCRETE. SEE ACCEPTANCE BY THE ENGINEER BEFORE FORM LAYOUT.

2.SUBMIT LOCATIONS OF CONSTRUCTION JOINTS NOT SHOWN ON THE DRAWINGS FOR LENGTH REQUIREMENTS FOR REINFORCING.

1.SEE S101/TYP FOR CONCRETE NOTES, INCLUDING CLEAR COVER AND LAP SPLICE CONCRETE:

Sds = 1.673 g Sd1 =0.799 g
Sms = 2.510 g Sm1 = 1.199 g

0.2 SECOND *1.0 SECOND
Digitally signed by James A. Doering
Contact Info: Carollo Engineers, Inc.

Date: 2025.09.10 14:24:16-07'00'

D
4 1
2 3
5 6
7 A B C E G

7.5° 7.5°
R 89'-0" MIN
R 86'-0"
R 83'-0"
R 76'-0"
HPT 255.69
HPT
(TYP ALL AROUND)
HPT 255.00

SWALE LINE LPT
(TYP ALL AROUND)
LPT 254.93
5 EQ SPACES @ 24'-6" = 122'-6"
5 EQ SPACES @ 24'-6" = 122'-6"
36" SST HINGED
MANWAY
(TYP) @

MANWAYS
6 S05
C
S03
E
S03
2 S04
D
S03
5°
36" SST HINGED
MANWAY
G
S04
4 S05
F
WATER

SAMPLING

STATION
3 S05
U
S09

FOUNDATION
PLAN
22'-0"
17'-0" V
S09
UPPER
PLAN
10°

13.5°

6.5°
INLET PIPE 24" W
OUTLET PIPE 24" W
10°
9 S06
(TYP)
8 S06
(TYP)
14 S08

FLOOR CJ
(TYP)

COORDINATE

CONTROL POINT

SEE CIVIL DWGS

9.25°

8.25°
45°
E
S03
SIM
GENERAL NOTES:

1. FOR GENERAL STRUCTURAL NOTES, REFER TO DRAWING GS01.

2. SEE DRAWING S03 FOR THE TANK DESIGN CRITERIA.

3. THE TANK SHALL BE AN AWWA D110, TYPE I, STRAND WOUND,

PRESTRESSED CONCRETE TANK DESIGNED AND CONSTRUCTED BY

QUALIFIED TANK CONTRACTOR IN ACCORDANCE WITH THE
REQUIREMENTS SET FORTH IN SPECIFICATION 13207.

4. DRAWINGS SHOW THE GENERAL ARRANGEMENT FOR AWWA D110, TYPE I TANK. DETAILED ASPECTS OF THE TANK, INCLUDING

SHOTCRETE, WATERSTOPS, BEARING PADS, REINFORCING STEEL, PRESTRESSING CONNECTIONS, SEISMIC CABLES, JOINTS, ETC. ARE

EXAMPLES AND SHALL BE COORDINATED WITH TANK
MANUFACTURER.

5. ALL STAINLESS STEEL SHALL BE A MINIMUM OF 316/316L FOR WELDING FABRICATIONS UNLESS NOTED OTHERWISE.

6. FOR WATERSTOP SEE DETAILS S106/TYP & S107/TYP. WATERSTOP SHALL BE CONTINUOUS WITH CLOSED LOOP ALL AROUND JOINTS.

7. CONSTRUCTION JOINT SPACING AND LOCATIONS AS REQUIRED BY TANK MANUFACTURER. FOR CONSTRUCTION JOINT SEE DETAIL
S110/TYP.

8. COORDINATE FINAL EDGE DISTANCE OF BELOW-SLAB INLET AND OUTLET PIPES WITH TANK SUPPLIER.

9. STRUCTURAL DRAWINGS S01 THROUGH S08 SHOW THE GENERAL

ARRANGEMENT AND REQUIRED APPURTENANCES FOR AN AWWA
D110, TYPE I TANK. PROPORTIONS AND DETAILS OF THE TANK

ELEMENTS, SUCH AS WALL THICKNESS, REINFORCING STEEL, JOINT LOCATIONS, ETC. ARE NOT SPECIFIED AND/OR SHOWN ON THE
DRAWINGS. UNLESS OTHERWISE INDICATED, DETAILS NOT SHOWN

SHALL BE DETERMINED BY THE TANK MANUFACTURER IN

ACCORDANCE WITH THE DESIGN REQUIREMENTS SET FORTH IN
SECTION 13207.

10. SEE DETAIL S102/TYP FOR CIRCULAR WALL LAP SPLICE
INFORMATION.

11. REFER TO DRAWINGS GS01 AND S03 FOR SEISMIC DESIGN CRITERIA. 1 2 3 4 5 6 7 8 9 4 10 11 12 13
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
G G

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN
DESIGNED JOB NO.

DRAWING NO.

SHEET NO.

VERIFY SCALES

IF NOT ONE INCH ON

THIS SHEET, ADJUST

SCALES ACCORDINGLY

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
OF
FILE NAME:
59 PLOT DATE:

SEPTEMBER 2025

CITY OF VALLEJO

SKYVIEW RESERVOIR REPLACEMENT PROJECT
201631
9/9/2025 11:13:33 PM
R:\d0163181\20163100S0801.rvt
S01

SKYVIEW RESERVOIR
FOUNDATION PLAN 20

STRUCTURAL
JAD
JBB
MAE
SCALE:

PLAN A 3/32" = 1'-0"
Digitally signed by James A. Doering
Contact Info: Carollo Engineers, Inc.

Date: 2025.09.10 14:25:07-07'00'

GENERAL NOTES:

1. FOR GENERAL STRUCTURAL NOTES, REFER TO DRAWING GS01.

2. SEE DRAWING S03 FOR THE TANK DESIGN CRITERIA.

3. THE TANK SHALL BE AN AWWA D110, TYPE I, STRAND WOUND,

PRESTRESSED CONCRETE TANK DESIGNED AND CONSTRUCTED BY

QUALIFIED TANK CONTRACTOR IN ACCORDANCE WITH THE
REQUIREMENTS SET FORTH IN SPECIFICATION 13207.

4. DRAWINGS SHOW THE GENERAL ARRANGEMENT FOR AWWA D110, TYPE I TANK. DETAILED ASPECTS OF THE TANK, INCLUDING

SHOTCRETE, WATERSTOPS, BEARING PADS, REINFORCING STEEL, PRESTRESSING CONNECTIONS, SEISMIC CABLES, JOINTS, ETC. ARE

EXAMPLES AND SHALL BE COORDINATED WITH THE TANK
MANUFACTURER.

5. THE HORIZONTAL LIFELINE FALL PROTECTION SYSTEM SHALL BE

COMPRISED OF COMPONENTS MANUFACTURED BY DBI-SALA FOR
THE SAFE LINE SYSTEM. THE INSTALLED SYSTEM AND ALL

ASSOCIATED COMPONENTS SHALL MEET ALL APPLICABLE OSHA
SAFETY REGULATIONS.

6. ALL STAINLESS STEEL SHALL BE A MINIMUM OF 316/316L FOR WELDING FABRICATIONS UNLESS NOTED OTHERWISE.

7. STRUCTURAL DRAWINGS S01 THROUGH S08 SHOW THE GENERAL

ARRANGEMENT AND REQUIRED APPURTENANCES FOR AN AWWA
D110, TYPE I TANK. PROPORTIONS AND DETAILS OF THE TANK

ELEMENTS, SUCH AS WALL THICKNESS, REINFORCING STEEL, JOINT LOCATIONS, ETC. ARE NOT SPECIFIED AND/OR SHOWN ON THE
DRAWINGS. UNLESS OTHERWISE INDICATED, DETAILS NOT SHOWN

SHALL BE DETERMINED BY THE TANK MANUFACTURER IN

ACCORDANCE WITH THE DESIGN REQUIREMENTS SET FORTH IN
SECTION 13207.

8. SEE DETAIL S102/TYP FOR CIRCULAR WALL LAP SPLICE
INFORMATION.

9. REFER TO DRAWING GS01 AND S03 FOR SEISMIC DESIGN CRITERIA.

D
4 1
2 3
5 6
7 A B C E G
5 EQ SPACES @ 24'-6" = 122'-6"
5 EQ SPACES @ 24'-6" = 122'-6"
TYP
6"W X 6"T S184

ALL AROUND
L
(TYP ALL AROUND)
LPT 299.60
C
S03

ALUM ROOF VENT
D
S03
F
42" SQ

ACCESS HATCH

AL LADDER W/

SAFETY CLIMB DEVICE

AL GUARDRAIL
(TYP ALL AROUND) TYP
AC504

AL GUARDRAIL GATE
TYP
AC514

ROOF CJ
(TYP)
12 S07
5 S05

ROOF DRAIN SCUPPER W/
GALV STEEL PIPE. (TYP 10

PLACES EQUALLY SPACED)
4'-0" X 8'-0" DOUBLE LEAF

ACCESS HATCH, FINAL

PLACEMENT BY TANK

CONTRACTOR
1 2 3 4 5 6 7 8 9 4 10 11 12 13
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
G G

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN
DESIGNED JOB NO.

DRAWING NO.

SHEET NO.

VERIFY SCALES

IF NOT ONE INCH ON

THIS SHEET, ADJUST

SCALES ACCORDINGLY

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
OF
FILE NAME:
59 PLOT DATE:

SEPTEMBER 2025

CITY OF VALLEJO

SKYVIEW RESERVOIR REPLACEMENT PROJECT
201631
9/9/2025 11:13:38 PM
R:\d0163181\20163100S0801.rvt
S02

SKYVIEW RESERVOIR
ROOF PLAN 21

STRUCTURAL
JAD
JBB
MAE
SCALE:

PLAN B 3/32" = 1'-0"
Digitally signed by James A. Doering
Contact Info: Carollo Engineers, Inc.

Date: 2025.09.10 14:25:30-07'00'

CONCRETE WALL

ASSEMBLY

FIN SURFACE, SEE CIVIL DWGS

WATERSTOP
1 2
SEE DETAIL 1 / -

FOR OMITTED

SUBGRADE

PREPARATION

INFORMATION

CONCRETE WALL

FOOTING & SLAB

EXTEND CONC

WALL FOOTING

AS REQUIRED
TOC 255.00

BEGIN SLOPE

TO SWALE
3'-0"
TYP
MP003

ENCASEMENT

REINFORCING STEEL
MUST BE INSTALLED 2"

MINIMUM FROM ANY

PORTION OF PIPE
1% SLOPE 1% SLOPE

ANCHORED

FLEXIBLE-BASE

CONNECTION
15 S08

SUBGRADE PREP
SIMILAR TO DETAIL 1

SEE CIVIL FOR

CONTINUATION

SUBGRADE PREP SIMILAR TO
DETAIL 1
24" W
9'-0"
1 INLET OR OUTLET PIPE
CL 251.00
40 DUROMETER RUBBER SEAL (TYP)

PVC WATERSTOP (TYP)
GENERAL NOTES:

1. FOR GENERAL STRUCTURAL NOTES, REFER TO DRAWING GS01.

2. SEE ADDITIONAL NOTES ON SHEET S01.

3. THE TANK DESIGN SHALL, AS A MINIMUM, MEET THE FOLLOWING STRUCTURAL DESIGN CRITERIA PER 2022 CALIFORNIA BUILDING CODE. SEE SPECIFICATION
13207 FOR ADDITIONAL DESIGN CRITERIA FOR THE TANK DESIGN:
a. ROOF LIVE LOAD : 40PSF (NON-REDUCIBLE) WITH A 300 LBS CONCENTRATED LOAD.
b. WIND DESIGN DATA:
i. BASIC DESIGN WIND SPEED, Vult (3-SEC GUST): 99 MPH
ii. EXPOSURE: C
c. EARTHQUAKE DESIGN DATA (ASCE 7-16):
i. RISK CATEGORY: IV
ii. SEISMIC IMPORTANCE FACTOR, Ie: 1.50
iii. DESIGN SPECTRAL RESPONSE ACCELERATION, SDS*: 1.673 g iv. DESIGN SPECTRAL RESPONSE ACCELERATION, SD1*: 0.799 g v. SEISMIC DESIGN CATEGORY: D
vi. RESPONSE MODIFICATION FACTOR, R: 3.25
(ANCHORED FLEXIBLE-BASE TANK)
vii. LONG-PERIOD TRANSITION PERIOD, TL: 8 SECONDS
* SITE-SPECIFIC GROUND MOTION HAZARD ANALYSIS PER ASCE
7-16 CHAPTER 21.2 METHOD 1.
d. GEOTECHNICAL DESIGN DATA:
i. ALLOWABLE GROSS BEARING PRESSURE 4500 PSF

4. INSPECTION OF REBAR BY ENGINEER REQUIRED PRIOR TO

PLACEMENT OF CONCRETE FOR PIPE ENCASEMENT (VERIFY MINIMUM

CONCRETE COVER AT TANK CONNECTION)

5. FOR WATERSTOP SEE DETAILS S106/TYP & S107/TYP. WATERSTOP SHALL BE CONTINUOUS WITH CLOSED LOOP ALL AROUND JOINTS.

6. PRIOR TO PLACING FILL, THE GEOTECHNICAL ENGINEER SHALL

REVIEW AND VERIFY THE BOTTOM OF ALL EXCAVATIONS ARE
SUITABLE FOR PLACING COMPACTED FILL.

CONCRETE

BACKFILL

AGGREGATE BASE COURSE

UNDISTURBED EARTH MATERIAL

SCARIFIED NATIVE MATERIAL
LEGEND:

1. PROVIDE VORTEX BREAKER AT OUTLET PIPE PER DETAIL 13/S07.

VORTEX BREAKER NOT REQUIRED AT INLET PIPE. INLET PIPE SHOWN.

2. LINER PER SECTION 02666. TERMINATE MEMBRANE LINER AT PIPE ENCASEMENT.

3. SCARIFY NATIVE MATERIAL. MOISTURE CONDITION TO AT LEAST 2% ABOVE OPTIMUM MOISTURE CONTENT AND RECOMPACT TO 95%
RELATIVE COMPACTION.
# KEY NOTES:

A B C D E G
(ALL AROUND)
TOC 255.00
L

ALL AROUND
LPT 299.60
2'-6"
SEE DETAIL 1 / -

FOR OMITTED

SUBGRADE

PREPARATION

INFORMATION

SLOPE SLOPE
SLOPE
SLOPE

SLOPE SLOPE
TYP
S184 6"W X 6"T

ALL AROUND
F
MAX WSE 292.00

FINISH SURFACE

SEE CIVIL DWGS
P
S06

SEE ELECTRICAL DWGS

FOR CONDUIT AND CABLE

PENETRATIONS AT ROOF
HPT 301.40
5 S05

AL GUARDRAIL

INTERIOR SST LADDER
-
1 ACCESS HATCH
TOC 255.00
T.O. CURB 300.10
FIN GR 262.00

AL LADDER WITH

LOCKING LOWER CAGE

CONCRETE WALL

FOOTING & SLAB

CONCRETE
WALL

ASSEMBLY
12" THICK ABC LEVELING

COURSE OVER COMPACTED
SUBGRADE COMPACTED TO 95%

RELATIVE COMPACTION NEAR

OPTIMUM MOISTURE CONTENT
PER ASTM D1557
30 MIL

MEMBRANE
LINER
12" CLASS 2
ABC SEE C03
4" AC PAVING
SEE C03
12" SCARIFIED NATIVE MATERIAL
NATIVE

SUBGRADE
MIN

ANCHORED
FLEXIBLEBASE

CONNECTION
4" PERFORATED

DRAIN PIPE/LEAK

DETECTION PIPE

FILTER FABRIC

BEGIN SLOPE

TO SWALE
1% SLOPE
3'-0"

FIN GRADE, SEE CIVIL DWGS
2'-0" MIN
6'-0"
TYP
S106 W/ WSTP
15 S08

SHEETING/SHORING AS REQUIRED

SAFE CONSTRUCTION
SLOPE
2 6 MIL POLYETHYLENE SHEETING

AT CONTRACTOR'S OPTION
255.00
1'-6"
1'-3"
1'-4"
INV 249.08

CRUSHED ROCK
5'-0"

FLOOR OF EXIST
RESERVOIR EL 257±
1 2 3 4 5 6 7 8 9 4 10 11 12 13
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
G G

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN
DESIGNED JOB NO.

DRAWING NO.

SHEET NO.

VERIFY SCALES

IF NOT ONE INCH ON

THIS SHEET, ADJUST

SCALES ACCORDINGLY

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
OF
FILE NAME:
59 PLOT DATE:

SEPTEMBER 2025

CITY OF VALLEJO

SKYVIEW RESERVOIR REPLACEMENT PROJECT
201631
9/9/2025 11:13:42 PM
R:\d0163181\20163100S0801.rvt
S03

SKYVIEW RESERVOIR
SECTIONS AND DETAILS 1 22

STRUCTURAL
JAD
JBB
MAE
SCALE:

SECTION
S01 3/8" = 1'-0"
E
SCALE:

SECTION
S01 1/8" = 1'-0"
C
SCALE:

SECTION
S01 1/8" = 1'-0"
D
SCALE: - 1/2" = 1'-0"
1 DETAIL
Digitally signed by James A. Doering
Contact Info: Carollo Engineers, Inc.

Date: 2025.09.10 14:25:48-07'00'

OVERFLOW WEIR
TYP
S550 AL GRATING

SUPPORTS
3'-0" X 1'-6" REMOVABLE

GRATING SECTION
2 SEE NOTE
- 2
F
72"X72" PRECAST CATCH BASIN

W/ ALUMINUM GRATING PER
SECTION 02084 SEE CIVIL DWGS

FOR DRAIN CONTINUATION
3 CEMENT GROUT,
SLOPE 1% TO

OVERFLOW PIPE
TOC 255.00
4" SST FLG PIPE OUTLET
4" SST MPT BALL VALVE W/ BLIND FLANGE

ANCHORED FLEXIBLE-BASE

CONNECTION

CONCRETE WALL ASSEMBLY

INSTALL PIPE AT AN ELEVATION
WHERE A 2 DEGREE SLOPE FROM

VALVE TO RESERVOIR IS
MAINTAINED. COORDINATE WITH

ALTITUDE VALVE MANUFACTURER

FL X FL PIPE CAST INTO

WALL OR COUPLERS PER

TANK MANUFACTURER
15 S08
FIN GR 262.00
GENERAL NOTES:

1. FOR GENERAL STRUCTURAL NOTES, REFER TO DRAWING GS01.

2. CONTRACTOR SHALL DESIGN OVERFLOW WEIR. REFER TO SECTION 13207 FOR OVERFLOW WEIR DESIGN REQUIREMENTS.

3. ALL STAINLESS STEEL SHALL BE A MINIMUM OF 316/316L FOR WELDING FABRICATIONS UNLESS NOTED OTHERWISE.

4. AT CONTRACTOR'S OPTION, DECHLORINATION WEIR WALL MAY BE

PROVIDED AS PRECAST, AS PART OF THE PRECAST CATCH BASIN

WITH BOTTOM SLAB THICKNESS PER PRECAST DESIGN
SPECIFICATION.

5. SUBGRADE PREPARATION SIMILAR TO DETAIL 1/S03.

KEY NOTES:

1. GRATING SUPPORTS SIMILAR TO S550/TYP. COORDINATE WITH PRECAST BASIN MANUFACTURER.

2. DECHLORINATION WEIR WALL. SEE DETAIL FOR
REINFORCING.

3. BOTTOM SLAB OF PRECAST CATCH BASIN SHALL BE MINIMUM 12" THICK TO ALLOW FOR 8" EMBEDMENT FOR DOWELS FOR CAST-INPLACE DECHLORINATION WEIR WALL. #
7 S05
2'-0"
TOC 292.50
TOC 257.00

OVERFLOW WEIR

SST PIPE SUPPORT BRACING

DESIGNED BY TANK SUPPLIER (TYP)
MIN
7'-0"
12" SST BFV PROVIDE LOCK AND
CHAIN PER SECTION 15110

DUCKBILL

CHECK VALVE
4'-6"

REMOVABLE

BOLLARD
(BEYOND)

FIN GRADE

SEE CIVIL
DWGS
72"X72" PRECAST CATCH BASIN

W/ ALUMINUM GRATING PER
SECTION 02084 SEE CIVIL DWGS

FOR DRAIN CONTINUATION
1'-6"
2 TYP
AL GRATING S550

SUPPORTS
1 T.O. SUMP 254.83
LPT 254.93
1% MIN FROM LPT

TO SUMP
3 15
S08

ANCHORED FLEXIBLE-BASE

CONNECTION
12" R
24" R

CEMENT GROUT,
SLOPE 1% TO

OVERFLOW PIPE
316 SST MESH

INSECT SCREEN
MIN
4'-0"
MIN
2'-0"
CL 270.91
CL 265.50
1 2 3 4 5 6 7 8 9 4 10 11 12 13
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
G G

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN
DESIGNED JOB NO.

DRAWING NO.

SHEET NO.

VERIFY SCALES

IF NOT ONE INCH ON

THIS SHEET, ADJUST

SCALES ACCORDINGLY

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
OF
FILE NAME:
59 PLOT DATE:

SEPTEMBER 2025

CITY OF VALLEJO

SKYVIEW RESERVOIR REPLACEMENT PROJECT
201631
9/9/2
0 2
5 11:13:4
9 P
M
R:\d0163181\20163100S0801.rvt
S04

SKYVIEW RESERVOIR
SECTIONS AND DETAILS 2 23

STRUCTURAL
JAD
JBB
MAE
SCALE:

DETAIL
S01
1/4" = 1'-0"
2 SCALE:

SECTION
S01 3/8" = 1'-0"
G
SCALE: - 3/8" = 1'-0"

F SECTION
Digitally signed by James A. Doering
Contact Info: Carollo Engineers, Inc.

Date: 2025.09.10 14:26:04-07'00'

4'-10"
3'-0"
6" 6"
11' - 0"
15' - 0"

LOCKABLE

SECURITY
COVER
1/2" SST BALL
VALVE

PREFORMED

CHANNEL

PIPE SUPPORT,
6'-0" SPACING
(TYP)
K
-
TOC
1'-8"
1'-0" 4"
4"
1 1/2" 8" 3"

HEAVY DUTY

SST HINGE (TYP)
RD 7/8" DIA WITH

HOLE SIZED FOR

PADLOCK HASP

HANDLE BENT
RD 3/8" DIA
J
-
H
-
(TYP)
3"
2"

CUT SLOTS IN

TOP PLATE TO

ACCOMMODATE
PIPES

TANK WALL
1'-3"
6" 3"
1'-10"
10" 1'-2"
5" 8"
3/4"
R=1" (TYP)
4" DIA DRAIN HOLE

BENEATH EACH PIPE
9"
2'-0"

INSIDE OF

TANK WALL
1/2" SST BALL
VALVE
1 1/2" SCH 40

STL PIPE
1 1/2" NIPPLE
1 1/2" SCHEDULE 40 HALF

NPT THREADED CPLG

LOCKABLE

SECURITY
COVER
6"

CAST PIPE

PENETRATION

INTO WALL
GENERAL NOTES:

1. FOR GENERAL STRUCTURAL NOTES, REFER TO DRAWING GS01.

2. SECURITY ENCLOSURES:

A. SECURITY ENCLOSURES TO BE PROVIDED BY TANK
MANUFACTURER.

B. FABRICATE SECURITY ENCLOSURE FROM 3/8" SST PLATE.

C. GRIND ALL EDGES AND WELDS SMOOTH.

D. ROUND CORNERS AND EDGES TO 1/8" RADIUS.

E. PROVIDE HIGH STRENGTH PADLOCK.

F. SST HINGE SHALL PROVIDE 180° ROTATION.

G. REPAIR COATING ON RESERVOIR EXTERIOR AND INTERIOR
WHERE DAMAGED BY WELDING.

H. PROVIDE WITH TYPE 316/316L STAINLESS STEEL.

3. SEE SECTION 13207 FOR ADDITIONAL REQUIREMENTS.

STAINLESS STEEL

MANWAY GRAB BAR

CONC CORE WALL

INSIDE FACE OF WALL
GASKET

FIELD WELD

HAND WHEEL AND YOKE
CL
3/8" DIA HOLE

FOR PADLOCK

PADLOCKS
2 REQUIRED
3'-0" CLR

OPENING
3'-0" ABOVE FIN GR (TYP)

SHOTCRETE COVER

WALL COLLAR WELDED

TO SLEEVE CENTERED

WITHIN CONC CORE WALL,

THICKNESS PER TANK

MANUFACTURER

SST DISHED HEAD AND
SLEEVE

SST LADDER

EXTEND TO FLOOR

OF RESERVOIR
2'-0"

PRECAST CATCH BASIN

BOTTOM SLAB
6" DIA OPENING AT BOTTOM

CENTERED ON WALL (TYP)
TYP
S194 #5 DWLS W/
8" EMBED

SECTION
8" 3'-0" 8"
8" 1'-6"

PRECAST CATCH

BASIN WALL
6" DIA OPENING AT

BOTTOM CENTERED

ON WALL (TYP)
#5@8" EW VERT

CENTERED IN WALL
(TYP)
PLAN

BOTTOM SLAB OF PRECAST CATCH
BASIN SHALL BE MINIMUM 12" THICK
TO ALLOW FOR 8" EMBEDMENT FOR

DOWELS FOR CAST-IN-PLACE

DECHLORINATION WEIR WALL

SST BRACKET, J HOOK OR SIM
1'-0"
3/4" OD X 1/16" X 1" BAND

TACK WELDED TO BRACKET
(8) 5/8" X 1/4" FLAT BAR BRACKETS

BEND TOP AND BOTTOM OF ALL

BRACKETS EQUALLY SPACED
(8) 5/8" GALV CAP BOLTS TACK

WELD NUTS TO BRACKET
34" OD X 30" ID X 1/4" PL
34" OD X 1/4" X 8" LONG ROLLED PL
#5@12" (TYP)
#5 (TYP)

RESERVOIR
CL
(8) 5/8" GALV CAP BOLTS TACK

WELD NUTS TO BRACKETS

NEOPRENE WASHER
2X2 MESH BRONZE, BRASS OR

MONEL METAL WIRE-CLOTH
SCREEN, 20 GA (0.035") WIRE AND
#14 MESH SS NON CORRODIBLE

INSECT SCREEN (BEND SCREEN
1" ALL AROUND TOP & BOT
1/4" ROLLED PL
5/8" ANCHOR BOLT (DOUBLE NUT

FOR LEVELING) EQUALLY
SPACED ALL AROUND (12 TOTAL)
3'-10"
3'-10" SQ CURB W/ 2'-6"

DIA OPENING IN CENTER
48" DIA X 3/16"

BUMPED HEAD
PLAN

SECTION
CL
1 2 3 4 5 6 7 8 9 4 10 11 12 13
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
G G

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN
DESIGNED JOB NO.

DRAWING NO.

SHEET NO.

VERIFY SCALES

IF NOT ONE INCH ON

THIS SHEET, ADJUST

SCALES ACCORDINGLY

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
OF
FILE NAME:
59 PLOT DATE:

SEPTEMBER 2025

CITY OF VALLEJO

SKYVIEW RESERVOIR REPLACEMENT PROJECT
201631
9/9/2025 11:13:53 PM
R:\d0163181\20163100S0801.rvt
S05

SKYVIEW RESERVOIR
SECTIONS AND DETAILS 3 24

STRUCTURAL
JAD
JBB
MAE
SCALE:

DETAIL
S01 1" = 1'-0"
3 WATER SAMPLING STATION
SCALE:

DETAIL
S01 1" = 1'-0"
4 WATER SAMPLING STATION
SCALE: - 1" = 1'-0"

J SECTION
SCALE: - 1" = 1'-0"

H SECTION
SCALE: - 1" = 1'-0"

K SECTION
SCALE:

DETAIL
S01
1" = 1'-0"
6 MANWAY
SCALE:

DETAIL
1" = 1'-0"
7 SCALE:

DETAIL
S02 1/2" = 1'-0"
5 ROOF VENT
S04
Digitally signed by James A. Doering
Contact Info: Carollo Engineers, Inc.

Date: 2025.09.10 14:26:25-07'00'

L
-
M
-
N
-
8 S01
DETAIL

NO SCALE
201631S0401
L
-

SECTION

NO SCALE
201631S0401
M
-

SECTION

NO SCALE
201631S0401
9 S01
DETAIL

NO SCALE
201631S0401
N
S08

SECTION

NO SCALE
201631S0401

2.5 "
M
IN
10 S08
DETAIL

NO SCALE
201631S0401
P
S03

SECTION

NO SCALE
201631S0401
6"
31/2
"

CENTERED ON COREWALL
3" WIDE BEARING PAD
1/2
"
4"
9"
11 -
DETAIL

NO SCALE
201631S0401
MAE
JBB
JAD
S06
25 STRUCTURAL

SKYVIEW RESERVOIR
SECTIONS AND DETAILS 4
201631-100000 201631S06.dgn
JB
aum
barger

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN

DESIGNED
201631
JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
SEPTEMBER 2025 OF 59

CITY OF VALLEJO

SKYVIEW RESERVOIR REPLACEMENT PROJECT
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
G G

2. SEE SECTION 13207 FOR ADDITIONAL REQUIREMENTS.

1. FOR GENERAL STRUCTURAL NOTES, REFER TO DRAWING GS01.

GENERAL NOTES:

SEISMIC CABLE SLEEVE (TYP)
1/4" THICK PLASTIC SHIM UNDER

EVERY REINF BAR LEG
W
ALL
FO
O
TIN
G
W
ALL
7-WIRE GALVANIZED

SEISMIC CABLE SLEEVE

PRESTRESSING

STRAND (TYP)

CL OF ANCHOR
CABLE SLEEVE.

OF CLOSED CELL

NEOPRENE GLUED

TOGETHER WITH
NEOPRENE GLUE.

CLOSED CELL
GALV STRAND.
(TYP)

PER TANK CONTRACTOR

PRESTRESSING STRAND
(TYP)

CL OF VERTICAL THREAD BAR ASSEMBLY

TYPICAL SLAB REINFORCING

PLACE DIRECTLY BENEATH
#4 HOOPS WITH LAP SPLICE.

UNDER COLUMN

RECESS CENTERED

COLUMN FOOTING
(TYP)

PLASTIC SPACER DISC

COLUMN FOOTING ABOVE
2" CLR
6"

TANK CONTRACTOR

VERTICAL BARS PER

TANK CONTRACTOR
SPIRAL REINF + PITCH PER

CONTRACTOR

DIA PER TANK
SURFACE. SEE NOTE 1

ROUGHEN CONCRETE
COLUMN FOOTING.

COMPOUNDS BY SANDBLASTING, OR EQUAL, PRIOR TO CONCRETE PLACEMENT FOR THE

1. COLUMN FOOTING RECESSES SHALL BE ROUGHENED AND CLEANED OF CURING NOTES:

DIMENSION EQUAL TO HALF THE SPACING

ELEVATION
W
ALL
VERTICAL WALL CONSTRUCTION JOINT. TWO

OF THE SEISMIC CABLES AT THE WALL

JOINT MAY BE BENT BACK SO THAT THEY DO

NOT INTERFERE WITH THE WALL CONSTRUCTION
JOINT. (TYP)
CL
W
ALL
FO
O
TIN
G

OF THE VERTICAL THREAD BAR ASSEMBLIES

3. SPACE WALL CONSTRUCTION JOINTS EQUALLY.

2. WALL AND FOOTING REINFORCEMENT NOT SHOWN FOR CLARITY.

1. DIMENSIONS MEASURED AT CENTER OF WALL.

NOTES:
40 DUROMETER SOLID

PVC REGLET

SHOTCRETE AND

WRAPPED STRAND

NEOPRENE PAD
NEOPRENE BEARING PAD.

PLACE CONTINUOUSLY

BETWEEN SQUARE TUBING

AFTER PLACING ROOF CONC

AND BEFORE APPLICATION

OF SHOTCRETE
3/4" DRIP GROOVE

REINFORCING NOT SHOWN

FOR CLARITY

SHOWN FOR CLARITY

REINFORCING NOT
ROOF SLAB. ROOF
RUBATEX R423N (OR EQUAL)

UNDER SIDE OF ROOF
NEOPRENE PAD. GLUE TO

THREAD BARS AND WALL
CONC COREWALL. VERTICAL

CLOSED CELL RUBBER

RUBBER SEISMIC

USE TWO PIECES

CLOSED-CELL RUBBER
BASE OF COLUMN.
2" CLR (TYP)

ROUGHEN CONC SURFACE
TO 1/4" AMPLITUDE.

ENCLOSING IN FORM.

THOROUGHLY AFTER FABRICATION AND BEFORE
SPIRAL. INSPECT COLUMN REINFORCING

ALL TIE WIRES MUST BE BENT ENTIRELY WITHIN
PRIOR TO USE.

SPACERS MUST BE DEMONSTRATED
PLACING OPERATIONS. ADEQUACY OF

FABRICATION, ERECTION, AND CONCRETE

PROPER COVER DURING THE ENTIRE

REINFORCING IN PLACE AND TO MAINTAIN

SIZE, STRENGTH, AND SPACING TO HOLD

PLASTIC SPACER DISC MUST BE OF SUFFICIENT
ROWS AT 36" MAXIMUM VERTICAL SPACING.

TOP AND BOTTOM. PLACE HORIZONTAL
SPACERS AT 60° HORIZONTALLY. START AT
HIGH STRENGTH PLASTIC SPACER DISC. USE
TO 1/4" AMPLITUDE

ROUGHEN CONC SURFACE

ONE FULL REVOLUTION

SPIRAL REINFORCING

LAP SPLICE

TYP SLAB REINF

VERTICAL BARS

FOOTING TO COLUMN

SPLICE BARS FROM

VERTICAL BARS OR LAP

USE CONTINUOUS

CONTRACTOR

PER TANK
SLAB ROOF. REINF

TWO-WAY FLAT
PANEL

HOOK (TYP)
3/4" KEY
1" KEY
DROP
SURFACE TO 1/4" AMPLITUDE.

RECESS. ROUGHEN CONC
1 1/2" DEEP FOOTING

ADD BARS PER TANK CONTRACTOR

CONC FOOTING

FLOOR SLAB
CONC

SEISMIC WALL ANCHOR (TYP)
SEE SECTIONS Q/S07 AND S/S07

FOR THREADED BAR ASSEMBLY
SEE DETAIL 09/S06 AND DETAIL 10/S06
S/S07

SEE SECTION

CONTRACTOR

PER TANK

BAR ASSEMBLY

VERT THREAD
6"
45°
SCALE:

FILE:

COLUMN/FOOTING
SCALE:

FILE:

COLUMN
SCALE:

FILE:

FOOTING/RECESS
SCALE:

FILE:

SEISMIC WALL ANCHOR
SCALE:

FILE:

SEISMIC WALL ANCHOR
SCALE:

FILE:

ELEVATION OF SEISMIC CABLES IN COREWALL
SCALE:

FILE:

ROOF TO WALL JOINT
SCALE:

FILE:

VERTICAL WALL CONSTRUCTION JOINT
PROJECT NO.

LA
S
T
S
AVED
B
Y:

FILE NAME:

Digitally signed by James A. Doering
Contact Info: Carollo Engineers, Inc.

Date: 2025.09.10 14:26:44-07'00'

S02
12 NO SCALE
201631S0401
R
- NO SCALE
201631S0401
S
S06 NO SCALE
201631S0401
T
- NO SCALE
201631S0401
S03
13 NO SCALE
201631S0401
Q
S06 NO SCALE
201631S0401
T
-
13/4
"
5" 5"
2 "
3 "
3 "
2 1/2" 2 1/4"
42 "
5 "
42"
1'-6"
MAE
JBB
JAD
S07
26 STRUCTURAL

SKYVIEW RESERVOIR
SECTIONS AND DETAILS 5
201631-100000 201631S07.dgn
ALaico
S
-
3 "

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN

DESIGNED
201631
JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
SEPTEMBER 2025 OF 59

CITY OF VALLEJO

SKYVIEW RESERVOIR REPLACEMENT PROJECT
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
G G

2. SEE SECTION 13207 FOR ADDITIONAL REQUIREMENTS.

1. FOR GENERAL STRUCTURAL NOTES, REFER TO DRAWING GS01.

GENERAL NOTES:
1/8 STEEL PIPE

PVC ADAPTER

STEEL PIPE

STEEL TEE

PVC ADAPTER

TOP BEARING PLATE

BEARING PLATES)

TOP AND BOTTOM

BOTTOM BEARING PLATE

COREWALL

STEEL PIPE
1/8

CL COREWALL
VALVE FOR GROUT PUMPING.

EPOXY GROUT FILL

PVC PIPE

PER TANK CONTRACTOR

VERTICAL THREAD BAR

CONC ROOF SLAB

BEARING PLATES)
(TYP TOP AND BOTTOM

SHAPED BEARING SURFACE
ANCHOR NUT W/ SPHERICALREQUIRED.

DOWELS. TWO

TANK RADIAL LINE

INSIDE FACE OF WALL

FILL ALL VOIDS BETWEEN

RECTANGULAR AND SQUARE
NEOPRENE PAD. FIT TIGHTLY AROUND
OF RECTANGULAR TUBING.

CL COREWALL

THREADBAR ASSEMBLY
BAR ASSEMBLY.

THREAD BAR ASSEMBLY BEFORE PLACEMENT
1/2" x 3" x 40 DUROMETER NEOPRENE
BEARING PAD. PLACE CONTINUOUSLY

AND FIT TIGHTLY AROUND THREAD BAR

ASSEMBLY BEFORE PLACEMENT OF
RECTANGULAR TUBING.

3. VERIFY ALIGNMENT AND CLEARANCES DURING WALL CONC PLACEMENT.

2. FILL ALL VOIDS BETWEEN WATERSTOP, ROOF PADS, AND TUBING WITH A SOFT MASTIC.

1. GLUE ALL PADS TO TOP OF WALL WITH CONTACT CEMENT.

NOTES:

HSS 8 x 6

CENTER OVER THREAD

TUBING WITH
RUBATEX R423N NEOPRENE

CL COREWALL

TANK RADIAL LINE
HSS 5 x 5

VERTICAL THREAD BAR

HOLE THROUGH BEARING
PLATE WITH 70° COUNTERSINK

BEARING PLATE
1 3/4" x 5" x 6"
(TYP TOP AND BOTTOM
(TYP TOP AND BOTTOM BEARING
(TOP BEARING PLATE ONLY)
PLATE)

BEARING PLATE)
FORM. WELD TO HSS.

SUPPORT IN WALL
1/2" NUT FOR

1. SPHERICAL ANCHOR NUT AND EPOXY GROUT FILL NOT SHOWN FOR CLARITY.

NOTE:
1/2" THICK RUBATEX R423N
1/4
TYP
SST PLATE 1/2" x 4" x 6"

ANCHOR (TYP)
2 - 1/2"Ø SST CONC
(TYP 2 PLACES)

GRAB BAR
1'-6
"
3/4"Ø SST CONCRETE ANCHOR

ACCESS HATCH

SINGLE LEAF ALUMINUM

HATCH DRAIN
4" SCHED 40 SST PIPE

AROUND)
12" CURB (TYP ALL
4" SCHED 40 SST PIPE

AROUND TUBING

RUBBER ALL

CLOSED-CELL
1" INTO 4"Ø PIPES.

TOP SURFACE. EXTEND ENDS

CONSTRUCTION JOINT

VERTICAL WALL
9" CIRCUMFERENTIAL ADD #5 ON EACH SIDE OF

VERTICAL

THREAD BAR
(TYP)

LAP SPLICE WRAPPED STRAND

SHOTCRETE AND

WATERSTOP AT WALL
BASE JOINT. CONNECT
TO 6" WATERSTOP IN

VERTICAL WALL JOINT

INSIDE FACE OF WALL

SPACING (TYP)

ASSEMBLY
1/2 THREAD BAR
OF WALL.

VERTICAL WALL CONST RUCTION
JOINT. ADD ONE EXTRA SET OF

HAIRPINS AT TOP AND BOTTOM

ASSEMBLY (TYP)
REINF

CIRCUMFERENTIAL
* = PER TANK CONTRACTOR
*
*
*

VERT REINF
6" WATERSTOP PER DETAIL S107/TYP
BAR 5/8" @ 6" OC
RING DIAMETER PIPE OD +3/4"
6" WIDE X 1/4" THK SST RING
PIPE
OUTLET
(TYP EA SIDE)

AND PHENOLIC WASHERS
SLEEVES, 316 SST NUTS,

SST BOLTS W/ PHENOLIC
(4) EVENLY SPACED 3/4" 316

TO OUTLET PIPE W/

SECURE VORTEX BREAKER

CERTIFIED EPOXY
RING W/ NSF 61

BOND TO STEEL
3/8" NEOPRENE PAD

TANK FLOOR

AFTER CUTTING
HSS 5 x 5 GALVANIZE
C
LR
PROJECT NO.

LA
S
T
S
AVED
B
Y:

FILE NAME:
6" WIDE X 1/4" SST RING

IN EACH DIRECTION
W/ "T" CONFIGURATION
2" X 5/8" BARS @ 6" OC

SECTION
PLAN
3/16
3/16
3/16
3/16

(TYP)

(TYP)
BAR 5/8" BEYOND

TOP PLATE

GALVANIZED
PL 3/16
Digitally signed by James A. Doering
Contact Info: Carollo Engineers, Inc.

Date: 2025.09.10 14:27:01-07'00'

MAE
AL
JAD
S08
27 STRUCTURAL

SKYVIEW RESERVOIR
SECTIONS AND DETAILS 6
201631-100000 201631S08.dgn
JB
aum
barger
10 S06
N
S06
10 S06
N
S06
1/2" (TYP)

FLOOR CONSTRUCTION JOINT
201631S0401
S01 NO SCALE
14 WALL BASE JOINT
201631S0401
S03 NO SCALE
15 REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN

DESIGNED
201631
JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
SEPTEMBER 2025 OF 59

CITY OF VALLEJO

SKYVIEW RESERVOIR REPLACEMENT PROJECT
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
G G

2. SEE SECTION 13207 FOR ADDITIONAL REQUIREMENTS.

1. FOR GENERAL STRUCTURAL NOTES, REFER TO DRAWING GS01.

GENERAL NOTES:

PROJECT NO.

LA
S
T
S
AVED
B
Y:

FILE NAME:

HOT-DIP GALV

PVC WATERSTOP
JOINT #5 x 5'-0"

CONSTRUCTION

CONCRETE FLOOR

1. SUBGRADE NOT SHOWN.

NOTES:

ANCHOR (TYP)

SEISMIC WALL

SEISMIC CABLES
SOFT MASTIC.

2. FILL ALL VOIDS BETWEEN BASE PADS, SEISMIC CABLE SLEEVE, AND WATERSTOP WITH A

1. SECURE ALL PADS TO TOP OF WALL FOOTING.

NOTES:

WATERSTOP

CONTINUOUSLY INSIDE
BEARING PAD. PLACE
DUROMETER 40 NEOPRENE
SEISMIC CABLE SLEEVE.

PREVENT GROUT LEAKAGE.

BETWEEN WALL FORMS TO
WALL. COMPRESS PADS

GREATER THAN WIDTH OF
WATERSTOP IS 1/2"

WIDTH OF BASE PADS AND
ABOVE TOP OF FOOTING.

PLACING COREWALL CONC

AND BEFORE APPLICATION
OF SHOTCRETE.

PAD. PLACE AFTER
RUBBER PAD. TOTAL

CLOSED-CELL

CLOSED-CELL RUBBER
PLACE TOP OF SLEEVE 3/4"
A A

TOP OF WALL FOOTING

INSIDE FACE OF WALL

CL WATERSTOP

CL SEISMIC WALL ANCHOR

ANCHOR (TYP)

SEISMIC WALL

A-A SECTION

INSIDE FACE OF WALL

CL WATERSTOP
WATERSTOP.

CONTINUOUSLY OUTSIDE

CLOSED-CELL
RUBBER PAD. PLACE
INSIDE WATERSTOP.

PLACE CONTINUOUSLY
NEOPRENE BEARING PAD.

DUROMETER 40

CAST-IN-PLACE CONCRETE

COREWALL REINFORCING BARS
PER TAN CONTRACTOR.

ON BOTH SIDES OF TOP EDGES
TIE OFF WATERSTOP AT 12" OC
9" WATERSTOP WITH CENTER BULB

TANK CONTRACTOR)

REINFORCING PER
(DIMENSIONS AND

CONCRETE SLIP PAD
Digitally signed by James A. Doering
Contact Info: Carollo Engineers, Inc.

Date: 2025.09.10 14:27:18-07'00'

FINISH SURFACE

SEE CIVIL DWGS
#8@10" OC EF (TYP)
T.O.W. 262.00
TYP
S140 W/WSTP
(TYP)
TYP
S592 HEAVY DUTY ACCESS HATCH
PER SPEC 08320
#7@10" EW T&B
TOC 248.00
2'-0"
#7@12" OC EF (TYP)
1 SEE MECH FOR PIPING

AND EQUIPMENT
TYP
MP544
TYP
(TYP) S180
TYP
W/WSTP S142
(TYP)
TYP
AC300AL LADDER

W/ SPRING
LOADED

SAFETY POLE
#8@10" EW T&B
2'-0"
5'-0"
TOC 247.78
GENERAL NOTES:

1. FOR GENERAL STRUCTURAL NOTES, REFER TO DRAWING GS01.

2. SUBGRADE PREPARATION SIMILAR TO DETAIL 1/S03.

3. ALL ACCESS HATCHES SHALL BE H-20 RATED AND MEET THE
REQUIREMENTS OF SPECIFICATION 08320.

4. GRATING LIVE LOAD = 100 PSF.

5. PIPING AND PIPE SUPPORTS NOT SHOWN FOR CLARITY. SEE
MECHANICAL DRAWINGS.

KEY NOTES:

1. 3M DBI-SALA FLUSH MOUNT DAVIT SLEEVE (8512828). SUBMIT

LOCATION TO ENGINEER FOR REVIEW AND APPROVAL BEFORE
INSTALLATION.

2. PROVIDE ALUMINUM GRATING SEAT PER S542/TYP. PROVIDE
MINIMUM (2) ANCHORS PER ANGLE.

3. COORDINATE FINAL ACCESS HATCH PLACEMENT WITH ENGINEER

BASED ON APPROVED SHOP DRAWING SUBMITTAL LAYOUTS FOR
VAULT PIPING AND VALVES. SEE MECHANICAL DRAWINGS.

4. CLEAR OPENING OF ACCESS HATCH SHALL BE AT LEAST 4" LARGER IN ALL DIRECTIONS THAN THE RESERVOIR CONTROL VALVE.

5. PROVIDE FALL PROTECTION GRATING SYSTEM AT ACCESS HATCH PER SPECIFICATION 08320.
#
W
-
X
-
5'-6" 6'-0" 5'-2" 3'-4" 2'-0"
22'-0"
3'-0" 6'-0" 1'-2" 4'-0" 2'-10"
17'-0"
1 HEAVY DUTY

ACCESS HATCH

REFER TO
SECTION 08320

COORDINATE

CONTROL POINT

SEE CIVIL DWGS

COORDINATE

CONTROL POINT

SEE CIVIL DWGS
3'-4"
2'-7"
3'-2"

BEAM REINFORCING,
(TYP)
4 (2) #8@10" ADD BARS T&B EACH

SIDE OF OPENING, ALTERNATE

WITH TYPICAL SLAB REINFORCING
5 TYP
S180 (TYP)
3 5
W
-
X
-
2'-0"
2'-0" 2'-0"
17'-0"
TYP
AC300AL LADDER
2'-6" 2'-0" 8'-6"
2'-0" 2'-6" 2'-0" 13'-6"
22'-0"
TYP
S542 AL GRATING

REBATES
TYP
S542
2 TYP
(TYP) S144 (TYP) 1'-0"
(TYP)
1'-0"

SUMP BEYOND
TYP
S592

HEAVY DUTY ACCESS

HATCH W/O LADDER PER
SPEC 08320 (TYP)
TYP
S140W/WSTP
(TYP)
2'-0"
TOC 248.00
T.O.W. 262.00

FOR SLAB REINF

SEE W/- (TYP)

FOR WALL REINF SEE W/-
(3) #8 T&B
#4 STIRRUPS @ 12" OC
5 1 2 3 4 5 6 7 8 9 4 10 11 12 13
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
G G

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN
DESIGNED JOB NO.

DRAWING NO.

SHEET NO.

VERIFY SCALES

IF NOT ONE INCH ON

THIS SHEET, ADJUST

SCALES ACCORDINGLY

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
OF
FILE NAME:
59 PLOT DATE:

SEPTEMBER 2025

CITY OF VALLEJO

SKYVIEW RESERVOIR REPLACEMENT PROJECT
201631
9/9/2025 11:13:59 PM
R:\d0163181\20163100S0801.rvt
S09

VALVE VAULT
PLANS AND SECTIONS 28

STRUCTURAL
JAD
JBB
MAE
SCALE:

SECTION
S09 3/8" = 1'-0"
W
SCALE:

ENLARGED PLAN
S01
3/8" = 1'-0"
V
UPPER
SCALE:

ENLARGED PLAN
S01 3/8" = 1'-0"
U

FOUNDATION
SCALE:

SECTION
S09
3/8" = 1'-0"
X
Digitally signed by James A. Doering
Contact Info: Carollo Engineers, Inc.

Date: 2025.09.10 14:27:33-07'00'

B
M02

SKYVIEW
RESERVOIR 2
(INLET)

CONNECTION TO
EXISTING 24"

INLET/OUTLET

PIPELINE
(OUTLET)
TYP
MA112
24" W
(TYP)
2'-0" MIN
24" W
12" R 24" R
3" PD
4'-0" 6'-3"
1 10
8 5 3
6 7 12
11 TYP
MP034 (TYP)
13 (TYP) 9
C
M02
4 1
14 2
4" W
15 (TYP)16
(TYP)16
24" SD
5 15
15 MOV-1
17 4" LDP
18 KEY NOTES:

1. 1.5" TAP CORP STOP AND 2" SAF-T-FLO INJECTION QUILL.

2. 24" ONE WAY PILOT CONTROLLED ALTITUDE VALVE (RESERVOIR CONTROL VALVE).

3. 24" RESTRAINED FLANGE COUPLING ADAPTER.

4. 24" DUAL FLAPPER CHECK VALVE (FLxFL).

5. 24" BFV WITH HANDWHEEL (FLxFL).

6. ACCESS LADDER WITH SAFETY POST EXTENSION.

7. 24" RESTRAINED DISMANTLING JOINT.

8. 24" BFV WITH MOTOR OPERATOR.

9. INSTALL TWO SELF-RESTRAINED DIP JOINTS SPACED AT 5 FEET.

JOINT NEAREST TO TANK OR STRUCTURE SHALL BE PLACED
1 FOOT FROM THE EDGE OF CONCRETE FOUNDATION OR PIPE
ENCASEMENT.

10. 1.5" TAP WITH INSULATING BUSHING TO 1.5" SST PIPE. CONNECT TO HOSE BIB PER DETAIL MA415/TYP. CONTRACTOR TO SUPPORT PIPING FROM TAP TO HOSE BIBB.

11. HOSE BIBB WITH WALL MOUNTED ROSE RACK PER DETAILS
MA415/TYP AND MA417/TYP.

12. SEE ELECTRICAL DRAWINGS FOR DUCT BANK PENETRATION
ROUTING.

13. SST MESH SCREEN (1/2"x1/2") AT FACE OF DUCT.

14. 14" SDR 26 HDPE DUCT TO EXHAUST FAN INVERT 255.0 AT STRUCTURE WALL.

15. INSULATING JOINT PER DETAIL 1/CP04 AT FLANGE NEAREST TO WALL.

16. INSTALL TWO FLEXIBLE RESTRAINED JOINTS SPACED AT 5 FEET.

JOINT NEAREST TO TANK OR STRUCTURE SHALL BE PLACED 1 FOOT FROM THE EDGE OF CONCRETE FOUNDATION OR ENCASEMENT.

17. LEAK DETECTION INSPECTION WELL. SEE DRAWING C04 AND DETAIL 2/C05.

18. 4" SDR 26 PVC WITHOUT PERFORATION. EXTEND 4" PIPING FROM INSPECTION WELL AND TERMINATE INTO VALVE VAULT.
#
1 2 3 4 5 6 7 8 9 4 10 11 12 13
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
G G

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN
DESIGNED JOB NO.

DRAWING NO.

SHEET NO.

VERIFY SCALES

IF NOT ONE INCH ON

THIS SHEET, ADJUST

SCALES ACCORDINGLY

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
OF
FILE NAME:
59 PLOT DATE:

SEPTEMBER 2025

CITY OF VALLEJO

SKYVIEW RESERVOIR REPLACEMENT PROJECT
201631
9/9/2025 11:20:18 PM
R:\d0163192\20163100M0801.rvt
M01

VALVE VAULT
PLAN 29

MECHANICAL
DGB
JDW
NKM
SCALE:

PLAN A 3/8" = 1'-0"
Digitally signed by Justin C. Peterson
Contact Info: Carollo Engineers, Inc.

Date: 2025.09.10 13:12:51-07'00'

CL 251.00

SKYVIEW
RESERVOIR 2

TANK WALL AND FOOTING
TYP
(TYP) MP544
3" PD
(TYP) 1
TYP
MP003
FG 262.00 +/-
2 3
4 5
TYP
8 MP034 (TYP)
8 (TYP) 9
4" W
1'-0"
4" SDR26 PVC

FROM INSPECTION WELL
KEY NOTES:

1. INSTALL TWO SELF-RESTRAINED DIP JOINTS SPACED AT
5 FEET. JOINT NEAREST TO TANK OR STRUCTURE SHALL
BE PLACED 1-FOOT FROM THE EDGE OF CONCRETE
FOUNDATION OR PIPE ENCASEMENT.

2. 3M DBI-SALA FLOOR MOUNT DAVIT SLEEVE, NO EQUAL. SEE
STRUCTURAL DRAWINGS FOR ADDITIONAL DETAILS.

3. 4" WYE STRAINER.

4. 4" BV WITH HANDWHEEL.

5. PRESSURE INDICATING TRANSMITTER (ROSEMOUNT, NO
EQUAL). SEE INSTRUMENTATION DRAWINGS FOR ADDITIONAL
INFORMATION.

6. TOP OF CURB SHALL BE LEVEL. TAPER CONCRETE CURB AS
REQUIRED.

7. PROVIDE BACK DRAFT DAMPERS WHERE SPECIFIED. INSTALL TO OPEN IN DIRECTION OF AIR FLOW.

8. INSULATING JOINT PER DETAIL 1/CP04.

9. INSTALL TWO FLEXIBLE RESTRAINED JOINTS SPACED AT 5 FEET.

JOINT NEAREST TO TANK OR STRUCTURE SHALL BE PLACED
1 FOOT FROM THE EDGE OF CONCRETE FOUNDATION OR
ENCASEMENT.
#
6" THICK CONCRETE PAD
W/ #4 @ 12" EW REINF
1/4" Ø TYPE
304 SST

BOLTS IN
FLUSH
SHELLS @ 12".
2 ANCHORS

MIN PER SIDE

SIZE AS INDICATED ON THE

DRAWINGS OR TO MATCH

EQUIPMENT SUPPLIED

RELIEF VENT,

CENTRIFUGAL ROOF

EXHAUSTER, OR
#4 @ 12" EW (TYP) SUPPLY FAN

BIRD SCREEN
6 6"
6" CURB
EG
EG + 0.1 FT
7 6" AGGREGATE BASE
3" PD
SP-1
1 2 3 4 5 6 7 8 9 4 10 11 12 13
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
G G

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN
DESIGNED JOB NO.

DRAWING NO.

SHEET NO.

VERIFY SCALES

IF NOT ONE INCH ON

THIS SHEET, ADJUST

SCALES ACCORDINGLY

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
OF
FILE NAME:
59 PLOT DATE:

SEPTEMBER 2025

CITY OF VALLEJO

SKYVIEW RESERVOIR REPLACEMENT PROJECT
201631
9/9/2025 11:20:24 PM
R:\d0163192\20163100M0801.rvt
M02

VALVE VAULT
SECTIONS AND FAN DETAIL 30

MECHANICAL
DGB
JDW
NKM
SCALE:

SECTION
M01
3/8" = 1'-0"
B
SCALE:

DETAIL

NO SCALE
1 SUPPLY FAN FOR VALVE VAULT (FAN-1)
SCALE: C04

SECTION
M01 3/8" = 1'-0"
C
Digitally signed by Justin C. Peterson
Contact Info: Carollo Engineers, Inc.

Date: 2025.09.10 13:12:37-07'00'

52 a
b
a
b
b
a
b
c
d
e
a
f
c
d
e
J
FACP
F
F
F
F
b
a
HP
c
b
a
d
e
a
b
a
b
ATP
SSM
*
b
B
A
b
c
a
a
b
SPD
b
a
a
b
b
a
b
a
b
a
b
a
a
b
a
b
a
c
ab
a
B
K
da
XXXX
X
c
b a
X
c
b a
X
b
a
EQUIP #
A
201631-100000 201631GE01.dgn
CE
CE
JGB
GE01
31 ELECTRICAL

ELECTRICAL LEGEND
B
R
oepken

ELECTRICAL PLAN SYMBOLS ELECTRICAL ONE-LINE SYMBOLS

DUPLEX RECEPTACLE

QUADRUPLEX RECEPTACLE
DUPLEX RECEPTACLE w/SPLIT WIRE

WELDING RECEPTACLE

SPECIAL PURPOSE RECEPTACLE

TWIST LOCK RECEPTACLE

TELEPHONE OUTLET

DATA COMMUNICATIONS OUTLET

LUMINAIRE IDENTIFICATION

LUMINAIRE, EMERGENCY/EXIT BATTERY-POWERED

LUMINAIRE, EMERGENCY BATTERY-POWERED REMOTE
(PERTAINS ONLY TO SHEET WHERE NOTE IS FOUND)

LUMINAIRE, EMERGENCY BATTERY-POWERED

LUMINAIRE, SURFACE OR PENDANT MOUNTED

LUMINAIRE, FLOOD/SPOT
LUMINAIRE, EXIT ONE OR TWO FACES AS INDICATED.

ARROW POINTS IN DIRECTION OF EGRESS.
2' X 2' LAY-IN TROFFER
2' X 4' LAY-IN TROFFER

LUMINAIRE POLE MOUNTED

PHOTOCELL
MOTOR

EQUIPMENT/INSTRUMENT LOCATOR

EXPOSED CONDUIT

EXPOSED CONDUIT HIDDEN BEHIND WALLS,

FLOORS OR OTHER STRUCTURES

UNDERGROUND CONDUIT, DIRECT BURIED

CONDUIT VERTICAL CHANGE IN DIRECTION

JUNCTION BOX

CONDUIT SEAL

MEDIUM VOLTAGE

DISCONNECT SWITCH

NON-FUSED CUT OUT

MEDIUM VOLTAGE

DISCONNECTING FUSE

SINGLE FUSE CUT OUT

MEDIUM VOLTAGE

DISCONNECTING FUSE

DOUBLE FUSE CUT OUT

MEDIUM VOLTAGE SINGLE FUSE

MEDIUM VOLTAGE DOUBLE FUSE

MEDIUM VOLTAGE
FUSE

LIVE FRONT TERMINATOR

MEDIUM VOLTAGE ELBOW

UTILITY METER

CAPACITOR

BATTERY

LIGHTNING ARRESTER
GROUND

AMPERE TEST POINT

VOLTAGE TEST POINT

GROUNDED WYE CONNECTION

DELTA CONNECTION

GROUND ROD

SOLID STATE

MULTIFUNCTION METER

GROUND ROD AND GROUND WELL

IDENTIFICATION SYMBOLS MEDIUM VOLTAGE LOW VOLTAGE MISCELLANEOUS

GROUNDING

LUMINAIRES

SWITCHES/RECEPTACLES RACEWAY

LUMINAIRE, WALL MOUNTED

CONDUIT IDENTIFICATION
XXXX = CONDUIT NUMBER,

REFER TO CONDUIT SCHEDULE

APPROXIMATE DIMENSIONS

EQUIPMENT ENCLOSURE

MOV-ELBOW ARRESTER

MEDIUM VOLTAGE CONTACTOR

MEDIUM VOLTAGE STARTER

KIRK KEY INTERLOCK
a
b
c

FIRE ALARM CONTROL PANEL

FIRE ALARM PULL STATION

FIRE ALARM HORN/STROBE COMBINATION

FIRE ALARM STROBE

CONDUIT SIZE AND CONDUCTORS

IN FLOOR QUADRUPLEX RECEPTACLE

IN FLOOR DUPLEX RECEPTACLE

ENGINE-GENERATOR RATINGS AS INDICATED ON

THE DRAWINGS

CURRENT TRANSFORMER WITH

SHORTING TERMINAL BLOCK

DISCONNECT SWITCH

LOW VOLTAGE CIRCUIT BREAKER

AUXILIARY OPERATOR
* = S = SHUNT TRIP
= G = GROUND FAULT INTERRUPTER
= V = SOLENOID KEY RELEASE

CIRCUIT BREAKER, MEDIUM VOLTAGE

ANSI RELAY DEVICE
~
G
VTP

CONDUIT IN SLAB

DRAWOUT CONNECTION
f
g
h

TRANSFORMER
a = DEVICE I.D.
b = KVA RATING
c = NUMBER OF PHASES
d = PRIMARY VOLTAGE
e = SECONDARY VOLTAGE
f,g= CONNECTION TYPE SYMBOL
h = IMPEDANCE

PACKAGED EQUIPMENT

LOAD RATING AS INDICATED
c d

POTENTIAL TRANSFORMER
a = QUANTITY
b = RATIO
c,d = CONNECTION TYPE SYMBOL
2 = DOUBLE POLE SWITCH
3 = THREE-WAY SWITCH
4 = FOUR-WAY SWITCH
K = KEY OPERATED SWITCH
F = SWITCH AND FUSESTAT HOLDER
P = SWITCH AND PILOT LIGHT
T = THERMOSTAT
D = DIMMER SWITCH
L = LOW VOLTAGE LIGHT SWITCH
M = MANUAL MOTOR STARTER

SINGLE POLE SWITCH
a
b = DEVICE SWITCHED DESIGNATION
= CIRCUIT DESIGNATION

SWITCH AND SINGLE RECEPTACLE

DISCONNECT SWITCH

SMOKE DETECTOR
= TYPE
= IONIZATION
= PHOTOELECTRIC
= DUCT DETECTOR

FIRE SPRINKLER
F = FLOW SWITCH
T = TAMPER SWITCH

LOW VOLTAGE CIRCUIT BREAKER

COMBINATION STARTER

WITH CONTROL POWER TRANSFORMER

SURGE PROTECTIVE
DEVICE

UNDERGROUND GROUND CABLE
PE

LOAD BANK

CONDUIT CAP

CONDUIT TEE
ARE LABELED LEFT TO RIGHT OR TOP TO BOTTOM.

BREAK AND CONTINUATION IN CONDUIT RUN

MEDIUM VOLTAGE TEE

FIRE ALARM

INDICATES KEYNOTE X

EQUIPMENT AND INSTRUMENT IDENTIFICATION
#4/0 SDBC UNLESS OTHERWISE NOTED

UNLESS OTHERWISE NOTED, GROUPED CONDUITS
d
R H
3P= THREE POSITION SWITCH

OCCUPANCY SENSOR

R G GO/NO-GO PANEL - SOLID

R GO/NO-GO PANEL - STROBE
c = TYPE

REFER TO ABBREVIATIONS LEGEND

OR IN DUCT BANK

DUCT BANK

SHOWN ON DUCT BANK SECTIONS

GO/NO-GO PANEL - STROBE AND HORN
= CIRCUIT DESIGNATION
= DEVICE SWITCHED FROM
= MOUNTING HEIGHT IN FEET TO

BOTTOM OF FIXTURE
FOR ALL OTHER DESIGNATIONS.

A = TYPE, REFER TO DISCONNECT SCHEDULE
= REFERENCE LIGHTING CONTROL COMPONENT SCHEDULE
= CIRCUIT DESIGNATION
= DEVICE SWITCHED DESIGNATION
= MOUNTING HEIGHT IN FEET TO BOTTOM OF SENSOR
X
a
b
c
= CIRCUIT DESIGNATION
b = DEVICE TYPE DESIGNATION
a
= CIRCUIT DESIGNATION
b
a
= DISCONNECT TYPE
a = AMP RATING
= CIRCUIT DESIGNATION
b
a
= MOUNTING HEIGHT
= CIRCUIT DESIGNATION
b
a
= MOUNTING HEIGHT
d
P
I
a
= CIRCUIT BREAKER NUMBER
= FRAME SIZE
= ANSI DEVICE FUNCTION
= QUANTITY
b
a
a
b

TYPE AS NOTED

FUSED DISCONNECT SWITCH
MCP = MOTOR CIRCUIT PROTECTOR
TM = THERMAL MAGNETIC
SS = SOLID STATE

FRAME SIZE UNLESS INDICATED)
(AT = AMP TRIP)
(AC = MCP CONTINUOUS RATING)
a = TYPE
b = FRAME SIZE (MANUFACTURER TO DETERMINE
c = NUMBER OF POLES
d = TRIP SETTING
e = DESIGNATION
f = INTERRUPTING RATING
A = TYPE, REFER TO DISCONNECT SCHEDULE
b = FUSE RATING
B = TYPE, REFER TO DISCONNECT SCHEDULE
a = CIRCUIT BREAKER DISCONNECT,
b = STARTER TYPE
c = NEMA STARTER SIZE
d = OVERLOAD

FULL LOAD AMPS AS NOTED
HP = HORSEPOWER RATING
a = RATED LOAD
b = UNIT(HP, KW, KVA) AS INDICATED
a = QUANTITY
b = RATIO
a = KVA/KW
b = VOLTAGE/CONNECTION
c = PHASE
d = WIRE
e = PF
a
MOTOR STARTER/DRIVES:
b
c
a = DEVICE TYPE
b
c

LINEAR FIXTURE
N = NETWORKED SINGLE OR

MULTIPLE SWITCH LOCATIONS
R = RED LIGHT
G = GREEN LIGHT
H = HORN
= INPUT OPTIONS
= OUTPUT OPTIONS
VFD-6 = 6-PULSE VFD
VFD-18 = 18-PULSE VFD
RVSS = REDUCED VOLTAGE SOLID

STATE STARTER
=
=

RVAT REDUCED VOLTAGE AUTO

TRANSFORMER
a/B DEVICE WITH BYPASS
STARTER. REFER TO

THE SPECIFICATIONS
=
=
=
DV/DT = Dv/dt FILTER
=

LL LINE REACTOR

PHF PASSIVE HARMONIC FILTER

LR LOAD REACTOR

SWF SINE WAVE FILTER
FOR STARTER DEFINITIONS.

REFER TO THE SPECIFICATIONS
X

LUMINAIRE SCHEDULE
= LUMINAIRE TYPE, REFER TO THE
VFD-RH = REDUCED HARMONIC VFD
(18-PULSE OR ACTIVE FRONT END

AS DEFINED IN THE SPECIFICATIONS)

DEDICATED RECEPTACLE
CAMERA

FIBER OPTIC CABLES
N = NUMBER OF INDIVIDUAL FIBERS
FO/N

INDIVIDUAL CONDUCTORS
U = NUMBER OF PARALLEL RUNS
U{3-X (Ø) & 1-X (G)}
(G) = DESIGNATES GROUND CONDUCTORS
Z = SIZE OF CONDUCTORS
1 = QUANTITY
1-Z (G) (WHERE INDICATED):
(N) = DESIGNATES NEUTRAL CONDUCTORS
Y = SIZE OF CONDUCTORS
1 = QUANTITY
1-Y (N) (WHERE INDICATED):
(Ø) = DESIGNATES PHASE CONDUCTORS
X = SIZE OF CONDUCTORS
3 = QUANTITY
3-X (Ø):

W"C (WHERE INDICATED): W = CONDUIT TRADE SIZE
W"C-(3-X (Ø), 1-Y (N) & 1-Z (G))

MULTI CONDUCTOR CABLES
X = SIZE OF CONDUCTORS
N/C = NUMBER OF PHASE CONDUCTORS IN THE CABLE
MC = MULTICONDUCTOR CABLE
U = NUMBER OF PARALLEL RUNS
U{[N/C-X (Ø) & INTEGRAL (G)]:MC}

TWISTED SHIELDED TRIPLETS
3/C#16S = THREE CONDUCTOR, 16 GAUGE,
K (WHERE INDICATED) = NUMBER OF TRIPLETS
K/3/C#16S

TWISTED SHIELDED PAIR
2/C#16S = TWO CONDUCTOR, 16 GAUGE,
K (WHERE INDICATED) = NUMBER OF PAIRS
K/2/C#16S

VFD CONDUCTORS
VFD = VFD CABLE
X = SIZE OF CONDUCTORS
N/C = NUMBER OF PHASE CONDUCTORS IN CABLE
U = NUMBER OF PARALLEL RUNS
U{[N/C-X (Ø) & INTEGRAL (G)]:VFD}

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN

DESIGNED
201631
JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
SEPTEMBER 2025 OF 59

CITY OF VALLEJO

SKYVIEW RESERVOIR REPLACEMENT PROJECT
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
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AVED
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PROJECT NO. FILE NAME:

Digitally signed by John G. Briones
Contact Info: Carollo Engineers, Inc.

Date: 2025.09.11 15:32:58-07'00'

CE
CE
JGB
GE02
32 ELECTRICAL

ELECTRICAL ABBREVIATIONS
201631-100000 201631GE02.dgn
B
R
oepken

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN

DESIGNED
201631
JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
SEPTEMBER 2025 OF 59

CITY OF VALLEJO

SKYVIEW RESERVOIR REPLACEMENT PROJECT
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
G G

ABBREVIATIONS
NOTES:
94 TRIPPING OR TRIP-FREE RELAY
93 FIELD-CHANGING CONTACTOR
92 VOLTAGE AND POWER DIRECTIONAL RELAY
91 VOLTAGE DIRECTIONAL RELAY
90 REGULATING DEVICE
89 LINE SWITCH
88 AUXILIARY MOTOR OR MOTOR GENERATOR
87 DIFFERENTIAL PROTECTIVE RELAY
86 LOCKOUT RELAY
85 PILOT COMMUNICATIONS, CARRIER OR PILOT-WIRE RELAY
84 OPERATING MECHANISM
83 AUTOMATIC SELECTIVE CONTROL OR TRANSFER RELAY

P PHASE PROTECTION

V VOLTAGE

T TRANSFORMER PROTECTION
(RELAY COIL CONNECTED IN RESIDUAL CT CIRCUIT)

N GROUND FAULT PROTECTION

M MOTOR PROTECTION

L LINE PROTECTION
(RELAY CT IN TOROIDAL OR GROUND SENSOR TYPE)

GS GROUND FAULT PROTECTION
(RELAY CT IN A SYSTEM NEUTRAL CIRCUIT OR GENERATOR PROTECTION)

G GROUND FAULT PROTECTION

B BUS PROTECTION

A ALARM ONLY

ABBREVIATIONS

POWER DEVICE FUNCTION NUMBERS

POWER DEVICE FUNCTION NUMBERS

COMMONLY USED SUFFIX LETTERS APPLIED TO

SYM SYMMETRICAL

SWGR SWITCHGEAR

SWBD SWITCHBOARD

SW SWITCH

STB SHORTING TERMINAL BLOCK

SS SOLID STATE

SPKR SPEAKER

SPST SINGLE POLE SINGLE THROW

SPDT SINGLE POLE DOUBLE THROW

SPD SURGE PROTECTIVE DEVICE

SP SINGLE POLE

SM SURFACE MOUNTED

SLT SEALTIGHT LIQUIDTIGHT FLEXIBLE CONDUIT

SFL SUB FEED LUGS

SDBC SOFT DRAWN BARE COPPER

SC SHORT CIRCUIT

SA SURGE ARRESTER

S SHIELD / SHORT-TIME

RVSS REDUCED VOLTAGE SOLID STATE

RVNR REDUCED VOLTAGE NON-REVERSING

RVAT REDUCED VOLTAGE AUTO TRANSFORMER

RMS ROOT MEAN SQUARED

RF RADIO FREQUENCY

REV REVERSE

RECPT RECEPTACLE

RAC RIGID ALUMINUM CONDUIT

PWR POWER

PVC POLYVINYL CHLORIDE RIGID PLASTIC CONDUIT

PT POTENTIAL TRANSFORMER

PRI PRIMARY
PPX POWER PANEL NO. X

PNL PANEL

PH PHASE

PFR PHASE FAILURE RELAY

PFCC POWER FACTOR CORRECTION CAPACITOR

PF POWER FACTOR

PE PHOTOCELL

PCM PROCESS CONTROL MODULE

PCS PVC COATED GALVANIZED STEEL CONDUIT

PB PUSHBUTTON / PULL BOX

PA PUBLIC ADDRESS
P POLE

OL OVERLOAD RELAY

OH OVERHEAD

O OPEN OR OPENED

NP NAMEPLATE

NO NORMALLY OPEN

NL NIGHT LIGHT

NFC NONMETALLIC FLEXIBLE CONDUIT

NEC NATIONAL ELECTRICAL CODE

NC NORMALLY CLOSED

N NEUTRAL

MW MEGAWATT

MVS MEDIUM VOLTAGE SWITCH

MVA MEGAVOLT-AMPERES

MV MEGAVOLT

MTS MANUAL TRANSFER SWITCH
MTR-X MOTOR NO. X

MTO MANUAL THROW OVER

MSP MOTOR STARTING PANEL
MS-X MOTOR STARTER NO. X

MPR MOTOR PROTECTION RELAY

MOV METAL OXIDE VARISTOR

MOD MOTOR OPERATED DAMPER

MLO MAIN LUGS ONLY

MH MANHOLE / MOUNTING HEIGHT

MCP MOTOR CIRCUIT PROTECTOR
MCC - X MOTOR CONTROL CENTER NO. X

MCA MOTOR CIRCUIT AMPS

MA MILLIAMPERE
M-X MOTOR CONTROLLER NO. X

LVL LEVEL

LV LOW VOLTAGE

LTG LIGHTING
LP - X LIGHTING PANEL NO. X

LP LIGHT POLE

LL LEAD-LAG LOAD REACTOR
LCP- X LOCAL CONTROL PANEL NO. X

LC LIGHTING CONTACT OR

LBL LABEL

LA LIGHTNING ARRESTOR

L-G LINE-GROUND

L-B LINE-BUS

L LONG-TIME

KWH KILOWATT HOUR

KWD KILOWATT DEMAND

KW KILOWATT

KVAR KILOVAR (REACTANCE)

KVA KILOVOLT AMPERE

KV KILOVOLT

KA KILOAMP

K KEY INTERLOCK

J JUNCTION BOX
82 DC LOAD MEASURING RECLOSING RELAY
81 FREQUENCY RELAY
80 FLOW SWITCH
79 AC RECLOSING RELAY
78 PHASE-ANGLE MEASURING RELAY
77 TELEMETERING DEVICE
76 DC OVERCURRENT RELAY
75 POSITION CHANGING MECHANISM
74 ALARM RELAY
73 LOAD-RESISTOR CONTACTOR
72 DC CIRCUIT BREAKER
71 LIQUID LEVEL SWITCH
70 RHEOSTAT
69 PERMISSIVE CONTROL DEVICE
68 BLOCKING OR OUT OF STEP RELAY
67 AC DIRECTIONAL OVERCURRENT RELAY
66 NOTCHING OR JOGGING DEVICE
65 GOVERNOR
64 GROUND DETECTOR RELAY
63 PRESSURE SWITCH
62 TIME-DELAY STOPPING OR OPENING RELAY
61 DENSITY SWITCH OR SENSOR
60 VOLTAGE OR CURRENT BALANCE RELAY
59 OVERVOLTAGE RELAY
58 RECTIFICATION FAILURE RELAY
57 SHORT-CIRCUITING OR GROUNDING DEVICE
56 FIELD APPLICATION RELAY
55 POWER FACTOR RELAY
54 TURNING GEAR ENGAGING DEVICE
53 FIELD EXCITATION RELAY
52 AC CIRCUIT BREAKER
51 AC TIME OVERCURRENT RELAY
50 INSTANTANEOUS OVERCURRENT RELAY
49 MACHINE OR TRANSFORMER THERMAL RELAY
48 INCOMPLETE SEQUENCE RELAY
47 PHASE-BALANCE OR PHASE-SEQUENCE VOLTAGE RELAY
46 REVERSE-PHASE OR BALANCE CURRENT RELAY
45 ABNORMAL ATMOSPHERIC CONDITION MONITOR
44 UNIT SEQUENCE STARTING RELAY
43 MANUAL TRANSFER OR SELECTOR DEVICE
42 RUNNING CIRCUIT BREAKER
41 FIELD CIRCUIT BREAKER
40 FIELD RELAY
39 MECHANICAL CONDITION MONITOR
38 BEARING PROTECTIVE DEVICE
37 UNDERCURRENT OR UNDERPOWER RELAY
36 POLARITY DEVICE
35 BRUSH-OPERATING OR SLIP-RING SHORT-CIRCUITING DEVICE 34 MASTER SEQUENCE DEVICE
33 POSITION SWITCH
32 DIRECTIONAL POWER RELAY
31 SEPARATE EXCITATION DEVICE
30 ANNUNCIATOR RELAY
29 ISOLATING CONTACTOR
28 FLAME DETECTOR
27N GROUND FAULT UNDERVOLTAGE RELAY
27 UNDERVOLTAGE RELAY
26 APPARATUS THERMAL DEVICE
25 SYNCHRONIZING OR SYNCHRONISM-CHECK DEVICE
24 VOLTS PER HERTZ RELAY
23 TEMPERATURE CONTROL DEVICE
22 EQUALIZER CIRCUIT BREAKER
21 DISTANCE RELAY
20 ELECTRICALLY OPERATED VALVE
19 STARTING-TO-RUNNING TRANSITION CONTACTOR
18 ACCELERATING OR DECELERATING DEVICE
17 SHUNTING OR DISCHARGE SWITCH
16 DATA COMMUNICATIONS DEVICE
15 SPEED OR FREQUENCY MATCHING DEVICE
14 UNDER-SPEED DEVICE
13 SYNCHRONOUS-SPEED DEVICE
12 OVER-SPEED DEVICE
11 MULTIFUNCTION DEVICE
10 UNIT SEQUENCE SWITCH
9 REVERSING DEVICE
8 CONTROL POWER DISCONNECTING DEVICE
7 ANODE CIRCUIT BREAKER
6 STARTING CIRCUIT BREAKER
5 STOPPING DEVICE
4 MASTER CONTACTOR
3 CHECKING OR INTERLOCKING RELAY
2 TIME-DELAY STARTING OR CLOSING RELAY
1 MASTER ELEMENT

TCM - TRIP CIRCUIT MONITOR

SER - SEQUENCE OF EVENTS RECORDER

RTU - REMOTE TELEMETRY UNIT/REMOTE TERMINAL UNIT

RIO - REMOTE I/O DEVICE

PQM - POWER QUALITY MONITOR

PMU - PHASOR MEASUREMENT UNIT

PDC - PHASOR DATA CONCENTRATOR

MET - SUBSTATION METERING

LGC - SCHEME LOGIC

HST - HISTORIAN

HMI - HUMAN MACHINE INTERFACE

HIZ - HIGH IMPEDANCE FAULT DETECTOR

ENV - ENVIRONMENTAL DATA

DFR - DIGITAL FAULT RECORDER

DDR - DYNAMIC DISTURBANCE RECORDER

CLK - CLOCK OR TIMING SOURCE

AFD - ARC FLASH DETECTOR

1. REFER TO SPECIFICATIONS AND OTHER DRAWINGS FOR ADDITIONAL ABBREVIATIONS.

INTERCOM INTERCOMMUNICATION

INT INTERLOCK

INST INSTANTANEOUS

IMC INTERMEDIATE METAL CONDUIT

IJB INSTRUMENT JUNCTION BOX

IC INTERRUPTING CAPACITY

I INSTANTANEOUS / INTERMITTENT LOAD

HZ HERTZ

HVAC HEATING/VENTILATION/AIR CONDITIONING

HV HIGH VOLTAGE

HSTAT HUMIDISTAT

HR HOUR

HPS HIGH PRESSURE SODIUM

HP HORSEPOWER

HF HIGH FREQUENCY

H HOT-LEG

GFR GROUND FAULT RELAY

GFI GROUND FAULT INTERRUPTER (BREAKER)

GFCI GROUND FAULT CIRCUIT INTERRUPTER (RECEPTACLE)

GRC GALVANIZED STEEL RIGID CONDUIT

GEN GENERATOR

G GROUND / EQUIPMENT GROUND / GROUND FAULT

FWD FORWARD

FVR FULL VOLTAGE REVERSING

FVNR FULL VOLTAGE NON-REVERSING

FU SW FUSED SWITCH

FU FUSE

FREQ FREQUENCY

FRC FIBERGLASS RIGID CONDUIT

FO FIBER OPTIC

FLX FLEXIBLE CONDUIT

FLA FULL LOAD AMPS

FDR FEEDER

FACP FIRE ALARM CONTROL PANEL

FA FIRE ALARM

F SUB-FED

ETM ELAPSED TIME METER

EP EXPLOSION PROOF

ENT ELECTRICAL NON-METALLIC TUBING

ENG ENGINE

ENCL ENCLOSURE

EMT ELECTRICAL METALLIC TUBING

EM EMERGENCY

E/G EMERGENCY GENERATOR

DS DOOR SWITCH

DPST DOUBLE POLE SINGLE THROW

DPDT DOUBLE POLE DOUBLE THROW

DM DEMAND METER

DISC DISCONNECT SWITCH

DEMO DEMOLITION
DCU - X DISTRIBUTED CONTROL UNIT NO. X

DCS DISTRIBUTED CONTROL SYSTEM

DC DIRECT CURRENT

CW CLOCKWISE / COOL WHITE

CV CONTROL VALVE

CT CURRENT TRANSFORMER

CS CONTROL SWITCH

CR CONTROLLED RECEPTACLE

CPT CONTROL POWER TRANSFORMER

COMM COMMUNICATION

COM COMMON

COAX COAXIAL CABLE

CKT CIRCUIT

CCW COUNTER CLOCKWISE

CCTV CLOSED CIRCUIT TELEVISION

CB CIRCUIT BREAKER

C CONDUIT / CONTINUOUS LOAD

BRF BELOW RAISED FLOOR

BKR BREAKER

BHP BRAKE HORSEPOWER

BFG BELOW FINISHED GRADE

BAT BATTERY
B BELL

AWG AMERICAN WIRE GAGE

AUX AUXILIARY

AUTO XFMR AUTOMATIC TRANSFORMER

ATS AUTOMATIC TRANSFER SWITCH

ATP AMMETER TEST POINT

ATO AUTOMATIC THROW OVER

AT AMP TRIP

ASYM ASYMMETRICAL

AS AMMETER SWITCH

ARM ARMORED CABLE

APU AUXILIARY POWER UNIT

ANT ANTENNA

ANN ANNUNCIATOR

AM AMMETER

AIC AMP INTERRUPTING CAPACITY

AFC AUTOMATIC FREQUENCY CONTROL

AF AMP FRAME

ACTR ACTUATOR

ACK ACKNOWLEDGE

AC ALTERNATING CURRENT

ABS ABSOLUTE
A AMP

XFMR TRANSFORMER

WP WEATHER PROOF

WT WATER TIGHT

W WATT / WEST

VTP VOLTAGE TEST POINT

VT VOLTAGE TRANSFORMER

VS VOLTAGE SWITCH

VR VOLTAGE REGULATOR

VP VAPORPROOF

VM VOLTMETER

VHF VERY HIGH FREQUENCY

VFD VARIABLE FREQUENCY DRIVE

VCP VENDOR CONTROL PANEL

VAR VARMETER

VA VOLT AMPERE
V VOLT

UVR UNDER VOLTAGE RELAY

UPS UNINTERRUPTIBLE POWER SUPPLY

UNG UNGROUNDED

UHF ULTRA HIGH FREQUENCY

TSTAT THERMOSTAT
TS2W TWO SPEED SEPARATE WINDING
TS1W TWO SPEED CONSEQUENT POLE, ONE WINDING

TS TEMPERATURE SWITCH

TP TWISTED PAIR

TM THERMAL MAGNETIC

TJB TERMINAL JUNCTION BOX

TERM TERMINAL

TENV TOTALLY ENCLOSED NON-VENTILATED

TEFC TOTALLY ENCLOSED FAN COOLED

TE TOTALLY ENCLOSED

TD TEMPERATURE DETECTOR RELAY

TC THERMOCOUPLE / TIME CLOCK / TRAY CABLE

TB - X TERMINAL BLOCK - UNIT X

TACH TACHOMETER
P
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arollo_S
td_P
en_v0905.pen
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cale:1:1 LA
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T
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AVED
B
Y:

PROJECT NO. FILE NAME:

Digitally signed by John G. Briones
Contact Info: Carollo Engineers, Inc.

Date: 2025.09.11 15:33:38-07'00'

J
J
TM
100A
2-#3 (Q) & 1-#3 (N) & 1-#8

UTILITY TRANSFORMER PNL-MAIN
LP-1
FROM

UTILITY
2P
PNL-1
(E) LP-1
PROJECT NO.

LAST SAVED BY:

FILE NAME:

HR
QGS
JGB
E01
33 ELECTRICAL

ELECTRICAL SITE PLAN AND

OVERALL ONE-LINE DIAGRAM
201631E01.dwg
ALaico
201631-100000

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN

DESIGNED
201631
JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
SEPTEMBER 2025 OF 59

CITY OF VALLEJO

SKYVIEW RESERVOIR REPLACEMENT PROJECT
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
G G

SKYVIEW
RESERVOIR 2
G
E04
H
E04
E
E03
F
E03
20'0 10' 40'
CAM-1
CAM-2
ZS-10
ZS-11
ZS-12
N-410
N-405
N-400
L-200
C-203
C-207
C-205
C-209
X-200
2 TYP
EM032
TYP
EM107
(TYP)
A
E02
TYP
EA070
(TYP)
1 B
E02
C
E02
TYP
EM001
(TYP)
TYP
EM015
(TYP)
3 3
4 OVERALL ONE-LINE DIAGRAM
KEY NOTES:

1. SUPPORT CONDUITS ON CONCRETE TANK WITH PREFORMED CHANNEL.

2. DISCONNECT SWITCH SHALL BE RATED 30A, 600V, 1 POLE, WITH NEMA 4X ENCLOSURE.

3. REMOVE EXISTING SECURITY CAMERAS, ASSOCIATED CONDUCTORS AND EXPOSED CONDUITS. MOUNT NEW CAMERA ON THE LIGHT POLE AT THE SAME HEIGHT AS EXISTING CAMERA WAS MOUNTED PREVIOUSLY.

PROVIDE NEW CONDUITS AND CONDUCTORS FOR THE NEW CAMERA AS SHOWN HERE AND ACCORDING TO THE CONDUIT SCHEDULE.

4. INSTALL NEW PANELBOARD LP-1 INSIDE EXISTING PANEL PNL-1 ENCLOSURE. REFER TO PANELBOARD SCHEDULE FOR ENCLOSURE BUS RATING AND LOAD INFORMATION.

5. TRANSFORMER IS OWNED AND MAINTAINED BY THE UTILITY.

6. COORDINATE MIXER CONDUIT PENETRATION WITH THE ACCESS HATCH SUPPLIER.

7. CONNECT CONDUIT AND CONDUCTORS TO THE ACCESS HATCH
INTRUSION SWITCH.

8. CONNECT CONDUIT AND CONDUCTORS TO THE LADDER INTRUSION SWITCH.

9. MOUNT JUNCTION BOX ADJACENT TO THE CAMERA.

10. PROVIDE NEMA 4X JUNCTION BOX WITH TERMINAL STRIPS FOR TRANSITION FROM MIXER CABLE TO FIELD WIRING. SUPPORT JUNCTION BOX WITH PREFORMED CHANNEL ON TANK'S ROOF.

11. REMOVE EXISTING PANELBOARD AND ITS FEEDER CONDUCTORS. REFER TO PHOTO 1 AND PHOTO 2 ON DRAWING E03 FOR PANEL LOCATION, LOAD INFORMATION, AND ADDITIONAL DEMOLITION NOTES.
#
MIX-1
C-202
7 8
L-203
FAN-1
L-130
9 ZS-13
C-201
TYP
EM201
GENERAL NOTES:

1. PROVIDE PROVISIONS FOR SUPPORTING ELECTRICAL EQUIPMENT ON THE

TANK SUCH THAT WATER STORAGE TANK'S STRUCTURAL INTEGRITY IS NOT COMPROMISED. CONTRACTOR SHALL COORDINATE LOCATION AND TYPE OF

ALL ANCHORAGES USED TO SUPPORT ELECTRICAL EQUIPMENT ON THE STORAGE TANK WITH THE TANK SUPPLIER.

2. DUCT BANKS RISING FROM GROUND SHALL BE ACCORDING TO TYPICAL DETAIL EM020/TYP.
11 TYP
EM105
TYP
10 EM315
6 C-200
5 Digitally signed by John G. Briones
Contact Info: Carollo Engineers, Inc.

Date: 2025.09.11 15:33:24-07'00'

HR
QGS
JGB
E02
34 ELECTRICAL

SECTIONS AND SCHEDULES
201631-100000 201631E02.dgn
B
R
oepken
1 1
1 2

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN

DESIGNED
201631
JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
SEPTEMBER 2025 OF 59

CITY OF VALLEJO

SKYVIEW RESERVOIR REPLACEMENT PROJECT
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
G G
PANEL LP-1 9/13/2023
LOCATION: PNL-1 CABINET NEMA: 1 PH A WEIGHTED VA 4441
VOLTS: 240/120 FEED: BOTTOM PH B WEIGHTED VA 5300
PHASE & WIRE: 1 PH 3W MTG. SURFACE
INTERRUPT: 18 KAIC BUS RATING: 100
OPTIONS: SPD MAIN: MLO EQUIP SIZING VA 10600
PANEL AMPS 44.2
I/C/S DESCRIPTION LOAD (VA) BKR CIR Ø CIR BKR LOAD (VA) DESCRIPTION I/C/S C PNL-1 DOOR LIGHTS 100 15A-1P 1 A 2 15A-1P 1176 SP-1 - VAULT SUMP PUMP C C VAULT AND GATE LIGHTS 300 15A-1P 3 B 4 15A-2P 400 SITE LIGHTING C C SITE GFI RECEPTACLES 360 15A-1P 5 A 6 400 C
I GATE-1 - SLIDE GATE 1 1200 15A-1P 7 B 8 15A-1P 864 FAN-1 - VAULT FAN C I GATE-2 - SLIDE GATE 2 1200 15A-1P 9 A 10 15A-1P 696 MOV-1 - 24" MOTORIZED VALVE I C MIX-1 - TANK MIXER 1176 15A-1P 11 B 12 15A-1P 540 VAULT AND GATE GFCI RECEPTACLES C SPARE 20A-1P 13 A 14 20A-1P SPARE
SPARE 20A-1P 15 B 16 20A-1P SPARE
SPARE 20A-1P 17 A 18 20A-1P SPARE
LUMINAIRE SCHEDULE 9/13/2023

ITEM DESCRIPTION MOUNTING LAMP LUMINAIRE SPECIFICATIONS

METHOD QUANTITY TYPE MANUFACTURER CATALOG VOLTS VA
A

CAST-ALUMINUM HOUSING WITH CORROSION-RESISTANT PAINT

SEALED GASKET FOR PROTECTION AGAINST MOISTURE AND DUST

FROSTED GLASS DIFFUSER FOR EVEN LIGHT DISTRIBUTION
OPERATING TEMPERATURE -40ºC TO 40ºC
600 LUMENS, 4000K CCT
WALL MOUNT N/A LED LITHONIA OLVTWM 120 15
B

RUGGED DIECAST ALUMINUM WITH CORROSION RESISTANT HOUSING TWISTLOCK PHOTOCONTROL FOR SOLID STATE (20 YEAR RATED LIFE) IP66, WIDE ROADWAY OPTICS AND RATED FOR -40°C / (-40°F) MINIMUM AMBIENT

VERTICAL TENON (VH) MOUNTING ARM
15400 LUMENS, 4000K CCT
GREY COLOR ANODIZED ALUMINUM LIGHT POLE, 12'-0" HIGH, 4" DIA WITH 2" VERTICAL TENON ADAPTER

MATCH EXISTING POLES
POLE
MOUNT
N/A LED LITHONIA MGLEDM P1 4OK MVOLT WR VH GRSD PCLL 120 105 S-103
(2")
X-100
(2")
X-105
(2")
C-350
(2")
X-300
(2")
L-107
(2")
L-120
(2")
C-110
(2")
L-203
(2")
C-209
(2")
X-200
(2")
L-310
(2")
L-320
(2")
L-305
(2")
C-315
(2")
Width: 1'-11"
Height: 1'-9"
Width: 1'-11"
Height: 1'-5"
Width: 1'-7"
Height: 1'-9"
Width: 1'-7"
Height: 1'-5"

A DUCT BANK SECTION B DUCT BANK SECTION C DUCT BANK SECTION D DUCT BANK SECTION E01, E03, E04 E01, E03 E01, E03 E03
P
lotD
ate: 9-S
E
P
-2025 10:56:45
P
M
U
ser:svcP
W
M
odel:Layout1 C
olorTable:gshade.ctb
D
esignS
cript:C
arollo_S
td_P
en_v0905.pen
P
lotS
cale:1:1 LA
S
T
S
AVED
B
Y:

PROJECT NO. FILE NAME:
#
AND LUMEN LEVEL AND PROVIDE NEW MATCHING LIGHT FIXTURE.

2. VERIFY EXISTING LIGHT FIXTURE FINISHED PAINT, LIGHTING COLOR,

1. RECONNECT EXISTING CIRCUITS TO THE NEW LIGHTING PANEL.

KEY NOTES:

Digitally signed by John G. Briones
Contact Info: Carollo Engineers, Inc.

Date: 2025.09.11 15:32:44-07'00'

PROJECT NO.

LAST SAVED BY:

FILE NAME:

HR
QGS
JGB
E03
35 ELECTRICAL

ACCESS GATE AND ELECTRICAL

SERVICE PLANS
201631E03.dwg
ALaico
201631-100000

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN

DESIGNED
201631
JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
SEPTEMBER 2025 OF 59

CITY OF VALLEJO

SKYVIEW RESERVOIR REPLACEMENT PROJECT
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
G G
A
E02
PNL-1

PNL-MAIN
LP-1 L-310
C-350
L-320
X-300
L-203
C-209
X-200
C-110
L-107
S-103
X-105
L-120
X-100
B
E02
C
E02
HH-1
TYP
EM056
L-300
C-300
LP-1-12

GFCI-WP
LP-1-3
12'-0"
B
TYP
EL507
C-325
C-320
C-307
C
E02
D
E02
TYP
EM001
(TYP)
L-305
C-315
TYP
EM015
(TYP)
5 1
4 3
2 GENERAL NOTES:

KEY NOTES:

1. SEE DRAWING E01 FOR LOCATION OF FACILITY ON SITE PLAN.

2. CONDUIT ROUTING FOR LIGHTING AND RECEPTACLE ARE NOT
SHOWN. USE THE SAME MATERIALS FOR CONDUITS, FITTINGS,

ATTACHMENTS AND MOUNTING AS INDICATED FOR PROCESS
POWER AND CONTROL WITHIN THE SAME AREA.

3. 3-WIRE AND 4-WIRE CIRCUITS SHALL NOT BE USED FOR LIGHTING CIRCUITS. EACH CIRCUIT SHALL HAVE A DEDICATED NEUTRAL TO THE PANELBOARD.

4. SIZE LIGHTING AND RECEPTACLE RACEWAYS PER THE
REQUIREMENTS IN THE SPECIFICATIONS FOR CONDUIT FILL.

PROVIDE 3/4" MINIMUM CONDUIT SIZE.
#

1. INSTALL THE NEW LIGHTING PANELBOARD LP-1 INSIDE THE
EXISTING PANEL PNL-1 ENCLOSURE AS SHOWN.

2. CONDUIT IS FOR GATE LIGHT AND RECEPTACLE.

3. PRECAST CONCRETE HANDHOLE DIMENSIONS SHALL BE MINIMUM 3' L x 3' W x 3' H.

4. FIELD VERIFY NEW CONDUIT ENTRY TO PNL-1. PROVIDE PULL BOXES OR JUNCTION BOXES MOUNTED ON THE EXISTING PNL-1 TO

COMBINE CIRCUITS AND ACCOMMODATE FOR CONDUIT ENTRY IF
NEEDED.

5. EXPOSED CONDUIT SHALL BE TYPE SEALTIGHT-LIQUIDTIGHT
FLEXIBLE CONDUIT. SUPPORT CONDUIT ON THE GATE.

6. EQUIPMENT LOCATION SHALL BE FIELD VERIFIED AND SELECTED PER THE GATE OPERATOR MANUFACTURER RECOMMENDATION.

7. PROVIDE DOUBLE POLE SINGLE THROW (DPST) SWITCH AND
CONNECT VAULT LIGHTING AND FAN TO IT. SWITCH ENCLOSURE
SHALL BE NEMA 4X RATED AND WEATHER PROOF.

8. REFER TO DRAWING E01 FOR CONTINUATION OF THE CONDUIT ROUTING.

9. THIS PICTURE SHOWS APPROXIMATE LOCATION OF THE NEW
LIGHTING PANEL LP-1 INSIDE THE EXISTING PNL-1, AND DOES NOT

INCLUDE OTHER NEW WORKS SUCH AS CONDUIT ROUTINGS, DUCT
BANKS RISERS, AND FAN SWITCH.

10. INSTALL GATE OPERATOR AND SECURITY EQUIPMENT ACCORDING TO THE MANUFACTURER INSTRUCTION AND RECOMMENDATION.

11. FIELD VERIFY THAT THE EXISTING LOAD WILL REMAIN IN
COMMISSION AND PROTECT EXISTING CONDUCTORS FOR IT.

EXISTING CONDUCTORS SHALL CONNECT TO THE NEW CIRCUIT
BREAKER INSIDE NEW PANELBOARD LP-1 AS SHOWN IN THE
PANELBOARD SCHEDULE.

12. DEMOLISH EXPOSED CONDUITS AND CONDUCTORS FOR DEMO
EQUIPMENT.

CONTINUED ON
DWG E01

CONTINUED ON
DWG E01

CONTINUED ON
DWG E01

CONTINUED ON
DWG E01
L-125

UTILITY TRANSFORMER
6 10
10 C-308
GATE DETECTION LOOP 10
PHOTO
SCALE:

FILE:
1 --- NO SCALE
201631E03A.jpg

EXISTING TRANSFORMER AND PANEL
LP-1 1
PNL-1 (E)
(E) UTILITY TRANSFORMER
1 ---
L-130
TYP
EM015
LP-1-5GFCI-WP
TYP
EM202
8 9
7 L-133
L-325
C-360
S-105
N-410
8 HH-2 3
2 ---
PHOTO
SCALE:

FILE:
2 --- NO SCALE
201631E03A.jpg

DEMOLITION OF EXISTING PANELBOARD
1 11
11 11
12 12
12 12
L-050
TYP
EM015
(TYP)

PNL-MAIN (E)
SCALE:

FILE:

PLAN
20163100E0101
E 6" = 1'-0"

MAIN ELECTRICAL SERVICE
SCALE:

FILE:

PLAN
20163100E0101
F 3" = 1'-0"

ACCESS GATE
CARD-1
MAGLOCK-1 GATE-2
GATE-1
Digitally signed by John G. Briones
Contact Info: Carollo Engineers, Inc.

Date: 2025.09.11 15:32:29-07'00'

LP-1-12

GFCI-WP
LP-1-12

GFCI-WP
J
A
a LP-1-3
8'-0"
A
a LP-1-3
8'-0"
#4/0 SDBC TYP
EG002
TYP
EG001
TYP
(TYP) EG101
4 4

CONTINUED ON
DWG E01
PIT-1
ZS-1
TYP
EM070
A
E02
TYP
EM001
ZS-2
ZS-3
C-103
C-105
C-100
S-100
C-107
TYP
(TYP) EA070
PB-1 1
3 CONTINUED ON
DWG E01
2 C-110
X-100
L-120
X-105
L-107
S-103
TYP
EM315
6 5
L-100
L-105
MOV-1
SP-1
GENERAL NOTES:

1. SEE DRAWING E01 FOR LOCATION OF FACILITY ON SITE PLAN.

2. CONDUIT ROUTING FOR LIGHTING AND RECEPTACLE ARE NOT
SHOWN. USE THE SAME MATERIALS FOR CONDUITS, FITTINGS,

ATTACHMENTS AND MOUNTING AS INDICATED FOR PROCESS POWER AND CONTROL WITHIN THE SAME AREA.

3. 3-WIRE AND 4-WIRE CIRCUITS SHALL NOT BE USED FOR LIGHTING CIRCUITS. EACH CIRCUIT SHALL HAVE A DEDICATED NEUTRAL TO THE PANELBOARD.

4. SIZE LIGHTING AND RECEPTACLE RACEWAYS PER THE
REQUIREMENTS IN THE SPECIFICATIONS FOR CONDUIT FILL. PROVIDE 3/4" MINIMUM CONDUIT SIZE.

5. ALL GROUNDING CONDUCTORS SHALL BE 4/0 SDBC UNLESS NOTED OTHERWISE. USE CONNECTIONS AND TESTING AS DESCRIBED IN THE SPECIFICATIONS UNLESS OTHERWISE NOTED.

KEY NOTES:

1. MOUNT ELECTRICAL PULL BOX ON THE WALL. PULL BOX ENCLOSURE SHALL BE RATED FOR NEMA 4X AND SIZED ACCORDING TO NEC.

2. PROVIDE NEMA 4X JUNCTION BOX WITH TERMINAL STRIPS FOR TRANSITION FROM SUMP PUMP CABLE TO FIELD WIRING. SUPPORT

JUNCTION BOX WITH PREFORMED CHANNEL ON VAULT'S CONCRETE WALL.

3. SUPPORT CONDUITS ON CONCRETE WALL OR CEILING WITH
PREFORMED CHANNEL.

4. RECEPTACLE MOUNTING HEIGHT SHALL BE MINIMUM 4 FEET FROM THE VAULT FINISHED GRADE.

5. MOUNT DISCONNECT SWITCH FOR MOV-1 INSIDE THE VAULT AND SUPPORT IT ON CONCRETE WALL WITH PREFORMED CHANNEL.

DISCONNECT SWITCH SHALL BE RATED 30A, 600V, 2 POLES, WITH NEMA 4X ENCLOSURE. PROVIDE LOCKABLE ROTARY SWITCH.

DISCONNECT SWITCH MOUNTING HEIGHT SHALL BE MINIMUM 4 FEET FROM THE VAULT FINISHED FLOOR.

6. MOUNT DISCONNECT SWITCH INSIDE THE VAULT AND SUPPORT IT ON CONCRETE WALL WITH PREFORMED CHANNELS. DISCONNECT
SWITCH SHALL BE RATED 30A, 600V, 1 POLE WITH NEMA 4X
ENCLOSURE. PROVIDE LOCKABLE ROTARY SWITCH. DISCONNECT
SWITCH MOUNTING HEIGHT SHALL BE MINIMUM 4 FEET FROM THE VAULT FINISHED FLOOR.
#
1 2 3 4 5 6 7 8 9 4 10 11 12 13
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
G G

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN
DESIGNED JOB NO.

DRAWING NO.

SHEET NO.

VERIFY SCALES

IF NOT ONE INCH ON

THIS SHEET, ADJUST

SCALES ACCORDINGLY

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
OF
FILE NAME:
59 PLOT DATE:

SEPTEMBER 2025

CITY OF VALLEJO

SKYVIEW RESERVOIR REPLACEMENT PROJECT
201631
9/9/2025 11:31:57 PM
R:\d0163214\20163100E0801.rvt
E04

VALVE VAULT
PLANS 36

ELECTRICAL
JGB
NCS
HR
SCALE:

PLAN
SCALE: H 3/8" = 1'-0"
PLAN G 3/8" = 1'-0"
Digitally signed by John G. Briones
Contact Info: Carollo Engineers, Inc.

Date: 2025.09.11 15:33:11-07'00'

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21631*11GZJ
&<RXQJ
216311
Digitally signed by Daniel S. Robinson
Contact Info: Carollo Engineers, Inc.

Date: 2025.09.10 13:25:53-07'00'

INSTRUMENT OR CONNECTION

TO PROCESS

INTERNAL SYSTEM LINK
(SOFTWARE OR DATA LINK)

PNEUMATIC SIGNAL

ELECTRIC SIGNAL

HYDRAULIC SIGNAL

CAPILLARY TUBE

PRIMARY PROCESS FLOW

IN PIPE

SECONDARY PROCESS FLOW

IN PIPE

PRIMARY PROCESS FLOW

IN CHANNEL

SECONDARY PROCESS FLOW

IN CHANNEL

EQUIPMENT ENCLOSURE

EXISTING

DESIGNATIONS

MISCELLANEOUS P&ID SYMBOLS

PIPE CALLOUT

PROCESS CONTINUATION

P&ID LINE SYMBOLSINSTRUMENT TAG IDENTIFICATION LETTERS

PROCESS LINE SYMBOLS
FUTURE

SIGNAL CONTINUATION

PIPE SIZE
TYP
*
TYPNUM
TYPNUM2
TYPNUM3
TYPNUM4
TYPNUM5
TYPNUM6
?
-

SCHEMATIC DETAIL

TYPICAL DETAIL
// // // // // // //

X X X X X
o o o o o o o o o o o
FUTURE
# DWG NO.

DESC1_
DESC2_
# DWG NO.

DESC1_
DESC2_

CONTINUATION
SHEET
UNIQUE

IDENTIFIER

CONTINUATION
SHEET
UNIQUE

IDENTIFIER

L L L L L L L L L L

INSTRUMENT FUNCTION

MEASURED VARIABLE

ELEMENT

TRANSMITTER

INDICATING TRANSMITTER

CONVERTER TRANSDUCER,

RELAY SPECIAL DEVICES

INDICATOR

RECORDER

CONTROL/COMMAND

INDICATING CONTROLLER

RECORDING CONTROLLER
SWITCH
SWITCH

LOW LOW
SWITCH
LOW
SWITCH
HIGH
SWITCH

HIGH HIGH

SWITCH COMBINATION

HIGH LOW
ACTION
ALARM

LOW LOW
ALARM
LOW
ALARM
HIGH
ALARM

HIGH HIGH

TOTALIZE INDICATOR

TRANSMITTER
VALVE
GAUGE
LIGHT

SPEED SETTING

A ANALYSIS AE AT AIT AY AI AR AC AIC ARC AS ASLL ASL ASH ASHH ASHL AALL AAL AAH AAHH AL

B BURNER FLAME BE BT BIT BY BI BR BC BIC BRC BS BSLL BSL BSH BSHH BALL BAL BAH BAHH BL

C CONDUCTIVITY CE CT CIT CY CI CR CC CIC CRC CS CSLL CSL CSH CSHH CSHL CALL CAL CAH CAHH CL

D DENSITY DE DT DIT DY DI DR DC DIC DRC DS DSLL DSL DSH DSHH DSHL DALL DAL DAH DAHH DL

E VOLTAGE ESL

F FLOW FE FT FIT FY FI FR FC FIC FRC FS FSLL FSL FSH FSHH FSHL FALL FAL FAH FAHH FQI FCV FG FL

FF FLOW RATIO FFY FFI FFC FFIC FFS FFL
H HAND (MANUAL)* HC HS* HA* HV HL HSS
I CURRENT IT IIT lY II IR IC llC IRC IS ISLL ISL ISH ISHH IALL IAL IAH IAHH lL

J POWER JS

K TIME KY KI KR KC KIC KRC KS KSLL KSL KSH KSHH KALL KAL KAH KAHH KV KL

L LEVEL LE LT LIT LY LI LR LC LIC LRC LS LSLL LSL LSH LSHH LSHL LALL LAL LAH LAHH LCV LG LL

M MOISTURE OR HUMIDITY ME MT MIT MY MI MR MC MIC MRC MS MSLL MSL MSH MSHH MALL MAL MAH MAHH ML

N USER'S CHOICE

P PRESSURE OR VACUUM PE PT PIT PY PI PR PC PIC PRC PS PSLL PSL PSH PSHH PSHL PALL PAL PAH PAHH PCV PL

PD DIFFERENTIAL PRESSURE PDT PDIT PDY PDI PDR PDC PDIC PDRC PDS PDSLL PDSL PDSH PDSHH PDALL PDAL PDAH PDAHH PDCV PDL

Q QUANTITY QE QT QIT QY QI QR QS QSLL QSL QSH QSHH QALL QAL QAH QAHH

R RADIATION

S SPEED SE ST SIT SY SI SR SC SIC SRC SS SSLL SSL SSH SSHH SALL SAL SAH SAHH

T TEMPERATURE TE TT TIT TY TI TR TC TIC TRC TS TSLL TSL TSH TSHH TSHL TALL TAL TAH TAHH TCV TL

TD DIFFERENTIAL TEMPERATURE TDT TDIT TDY TDI TDR TDC TDIC TDRC TDS TDSLL TDSL TDSH TDSHH TDALL TDAL TDAH TDAHH TDCV TDL

U MULTIVARIABLE UI UR UC UIC URC US UL

V VISCOSITY VE VT VIT VY VI VR VC VIC VRC VS VSLL VSL VSH VSHH VALL VAL VAH VAHH VL

W WEIGHT WE WT WIT WY WI WR WS WSLL WSL WSH WSHH WALL WAL WAH WAHH

X UNCLASSIFIED XE XT XIT XY XI XR XC XIC XRC XS XSLL XSL XSH XSHH XALL XAL XAH XAHH XCV XG XL

XV VIBRATION XVE XVT XVY XVI XVR XVS XVSH XVSHH XVAH XVAHH XVL

Y STATUS YI YL
Z POSITION ZE ZT ZIT ZY ZI ZC** ZS** ZV ZL**
* REFER TO OPERATOR PILOT DEVICE LEGEND
** LETTER INDICATES POSITION (O=OPEN, C=CLOSED, R=RAISE, L=LOWER, ETC)

I/O TYPE DESIGNATIONS INSTRUMENT TYPE DESIGNATIONS SPECIFIC ABBREVIATIONS

RNG RUNNING SPDC SPEED COMMAND CGD COMBUSTIBLE GAS DETECTOR RTD RESISTANCE TEMP DETECTOR HTR HEATER

FAIL FAILED/FAULT SPDF SPEED FEEDBACK COND CONDUCTIVITY SB SLUDGE BLANKET HTU HEAT TRACE UNIT

FWD RUNNING FORWARD REM LOR IN REMOTE DO DISSOLVED OXYGEN SC STREAMING CURRENT MWH MOTOR WINDING HEATER FAST RUNNING HIGH LOC LOR IN LOCAL FMCW FREQ. MODULATED CONT. WAVE SD SLUDGE DEPTH SV SOLENOID VALVE

SLOW RUNNING LOW AUTO HOA IN AUTO IS INTRINSIC SAFETY BARRIER SH SODIUM HYPOCHLORITE SPD SURGE PROTECTIVE DEVICE REV RUNNING REVERSE HAND HOA IN HAND LEL LOWER EXPLOSIVE LIMIT SO2 SULFUR DIOXIDE UPS UNINTERRUPTIBLE POWER SUPPLY

SVC SOLENOID VALVE CLOSE RST RESET MLSS MIXED LIQUOR SUSPENDED SOLIDS TDR TIME DOMAIN REFLECTOMETRY YA STATUS AUTO PILOT LIGHT

SVO SOLENOID VALVE OPEN ORP OXIDATION REDUCTION POTENTIAL TOC TOTAL ORGANIC CARBON YR STATUS REMOTE PILOT LIGHT RUN RUN P-SUB PRESSURE SUBMERSIBLE TSS TOTAL SUSPENDED SOLIDS Y1 STATE RUNNING PILOT LIGHT SLWC MOTOR START LOW PC PARTICLE COUNTER UVI UV INTENSITY Y2 ALARM FAILED/FAULT PILOT LIGHT

REVC MOTOR START REVERSE PTOF PULSE TIME OF FLIGHT UVT UV TRANSMITTANCE

OPERATOR PILOT DEVICE LEGEND

PILOT DEVICE FUNCTION

DEVICE TYPE

LOCAL-OFF-REMOTE (LOR)OR

LOCAL-STOP-REMOTE (LSR)

STOP(SP)

START (ST)

HAND-OFF-AUTO (HOA)

OFF-ON (OO)

SELECT (SEL)

OPEN-STOP-CLOSE (OSC)

JOG OPEN-HOLD-CLOSE (JOHC)

SEMIAUTO-AUTO-MANUAL (SAAM)

LEAD-LAG-STANDBY (LLGS)

JOG OPEN-JOG CLOSE (JOJC)

ONLINE-OFFLINE (OLOF)

AUTO-MANUAL (AM)

FIXED RATE-LEVEL RATE (FRLR)

OPEN-CLOSE (OC)

NO OFFLINE-OFFLINE

TRANSITION (NOOT)

LOW-HIGH (LH)

RESET (RST)

SPEED (SPD)

START-STOP (STSP)

EQUIPMENT SHUTDOWN (ESD)

BYPASS (BYP)

SILENCE

POSITION (POS)

PILOT DEVICE TAG (HAND SWITCHES) HSA HSB HSC HSD HSE HSF HSG HSH HIS HSJ HSK HSL HSM HSN HSO HSP HSQ HSR HSS HST HSU HSV HSW HSX HSY HSZ

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN

DESIGNED
201631
JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
SEPTEMBER 2025 OF 59

CITY OF VALLEJO

SKYVIEW RESERVOIR REPLACEMENT PROJECT
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
G G
No. 20405
PROJECT NO.

LAST SAVED BY:

FILE NAME:

CE
CE
JGB
GN02
38 INSTRUMENTATION
SYMBOLS AND ABBREVIATIONS 2
201631GN02.dwg
CYoung
201631-100000
Digitally signed by Daniel S. Robinson
Contact Info: Carollo Engineers, Inc.

Date: 2025.09.10 13:25:38-07'00'

ACTUATORS
O
C
L
L L

L L L L

L L L L L L L L
BALL

CHECK VALVES PRESSURE VALVES

REGULATING

PRESSURE RELIEF

VACUUM RELIEF
// // //
S
// // //
//
VALVES

AIR-RELIEF
ANGLE
BALL

BUTTERFLY
CONE

DIAPHRAGM
3-WAY PLUG
4-WAY
3-WAY

BALL V-NOTCH
GATE
GLOBE
HOSE
MUD
NEEDLE
PINCH

PLUG ECCENTRIC

PLUG CONCENTRIC

TELESCOPING

PUMP DISCHARGE
S
P
S
// //
// //
// // // // // //
//
P
S

DIAPHRAGM

PNEUMATIC
HAND

HYDRAULIC
//
// // //
S
// // //
S
// // // // // //
//
S
S
S
P
S
P
~
IY
I/P
PIPING

AIR GAP

BLIND FLANGE
DRAIN
PUMPS

AIR DRIVEN

CENTRIFUGAL

DIAPHRAGM
GEAR
PISTON

SUBMERSIBLE

WATER CHAMP
FAN

BASKET STRAINER

COALESCER

EDUCTOR/EJECTOR

VAPORIZER

BLOW-OFF SILENCER

INLINE DUCT

BALANCING DAMPER

GAS CANNON

GRINDER

HEAT EXCHANGER

HORIZONTAL MIXER
FILTER

FILTER SEPARATOR

FLAME ARRESTER

EYEWASH

FINE FILTER

FLOW CONDITIONER

HOSE CONNECTION

INLET STRAINER
MIXER
NOZZLE

RUPTURE DISK

SAMPLE PORT

SIGHT TUBE

VAPOR HEATER
OR
MISC

VALVE DESIGNATIONS

NO NORMALLY OPEN

NC NORMALLY CLOSED

FO FAIL OPEN

FC FAIL CLOSE

FLP FAIL LAST POSITION

SMOKE DETECTOR

FIRE ALARM/SENSOR
HOIST

SOLENOID
// //
// //
// // // // // // //
//
//
// // // //
// //
// // // // // // // //
//
//
//

ELECTRIC

HYDRAULIC

HYDRAULIC

MODULATING

PNEUMATIC

SINGLE SOLENOID

OPEN/CLOSE

PNEUMATIC

SINGLE SOLENOID
w/ SPEED CONTROL

PNEUMATIC

DUAL SOLENOID

OPEN/CLOSE

PNEUMATIC

DUAL SOLENOID

OPEN/HOLD/CLOSE

PNEUMATIC

DUAL SOLENOID

OPEN/CLOSE
w/ SPEED CONTROL

PNEUMATIC

MODULATING

PNEUMATIC

MODULATING

OPEN/CLOSE
w/ SPEED CONTROL

CAPPED OR

PLUGGED

CONCENTRIC

INCREASER

CONCENTRIC

REDUCER

ECCENTRIC

INCREASER

ECCENTRIC

REDUCER

EXPANSION

COUPLING

EXPANSION JOINT

VIBRATION
CENTER

FLEXIBLE

CONNECTION
QUICK

DISCONNECT

PERISTALTIC

OR HOSE

PROGRESSIVE
CAVITY

VERTICAL

TURBINE

VERTICAL

CHOPPER

CENTRIFUGAL

SINGLE STAGE

BLOWER/FAN

CENTRIFUGAL

MULTI STAGE
BLOWER

RECIPROCATING

COMPRESSOR
SCREW

COMPRESSOR

LIQUID RING

COMPRESSOR

ROTARY LOBE
BLOWER

DESICCANT
DRYER

CALIBRATION
COLUMN

PLUG CONCENTRIC
-BURIED VALVE BOX

PLUG CONCENTRIC

LUBRICATED

PLUG CONCENTRIC

LUBRICATED

BURIED VALVE
BOX

PLUG ECCENTRIC
w-VALVE BOX

PLUG ECCENTRIC

LUBRICATED

PLUG ECCENTRIC

LUBRICATED BURIED

VALVE BOX
BUTTERFLYBURIED VALVE BOX

PRESSURE

REDUCING

EXTERNAL

PRESSURE TAP

PRESSURE

REDUCING

SELF CONTAINED

BACKPRESSURE

REGULATING

EXTERNAL TAP

BACKPRESSURE

REGULATING

SELF CONTAINED

DIAPHRAGM
CHECK
L L L

L L L L

INLINE STATIC MIXER

MATERIAL CHANGE

BLOWERS/

COMPRESSORS/FANS

FLAME ARRESTER
w/THERMALLY

OPERATED
VALVE

PERISTALTIC

COMPOSITE

SAMPLER

ORIFICE

RESTRICTION

PULSATION

DAMPENER

REFRIGERATED
DRYER

STRAINER -

MECHANICALLY

CLEANED

STRAINER

WITH BLOW OFF

STRAINER

WYE TYPE

VENT TO

ATMOSPHERE
UNION
TEE
P
P
P

CHEMICAL FEED

DIAPHRAGM
OR
VENT

BACK FLOW

PREVENTER

GATE-BURIED

VALVE BOX

AIR / CHEMICAL

DIFFUSER

EQUIPMENT/INSTRUMENT

LOCATOR
E
H
H
S

LOUVER OR

BACKDRAFT DAMPER
FLOAT

FLANGED

CONNECTION

MISCELLANEOUS
MOTOR
P
LOBE

E ELECTRIC

DOUBLE FLAP

FLAPPER
SWING

SPRING LOADED
SWING

SPRING LOADED

GENERAL

SLANTING DISC

DUCKBILL

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN

DESIGNED
201631
JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
SEPTEMBER 2025 OF 59

CITY OF VALLEJO

SKYVIEW RESERVOIR REPLACEMENT PROJECT
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
G G
No. 20405
PROJECT NO.

LAST SAVED BY:

FILE NAME:

CE
CE
JGB
GN03
39 INSTRUMENTATION
SYMBOLS AND ABBREVIATIONS 3
201631GN03.dwg
CYoung
201631-100000
Digitally signed by Daniel S. Robinson
Contact Info: Carollo Engineers, Inc.

Date: 2025.09.10 13:26:05-07'00'

ORIFICE
POSITIVEDISPLACEMENT
VORTEX
V-CONE

THERMAL

CORIOLIS

MAGNETIC

PADDLE WHEEL

ROTAMETER

BUBBLER

CAPACITANCE

ELECTRODE

BALL FLOAT

INVERTED COLUMN

RADAR PTOF

RADAR TDR

ULTRASONIC
GAUGE

PRESSURE SWITCH
KNIFE
SLIDE
SLUICE
STOP
SLIDE
SLUICE
STOP
FLAP
WEIR

PARSHALL

LEOPOLD-LAGCO

PALMER-BOWLUS

TRAPEZOIDAL

REGULAR

CUTTHROAT

RECTANGULAR
w/ END CONTRACTIONS
PROPELLERTURBINE

VENTURI TUBE

OR FLOW NOZZLE

DIFFERENTIAL

PRESSURE

SUSPENDED/

SUBMERSIBLE
SEAL

ANNULAR
SEAL

DIAPHRAGM
SEAL

SANITARY

PRESSURE SWITCH

MANOMETER

PRESSURE DIFFERENTIAL PRESSURE PRESSURE SEALS
GAUGE

DIFFERENTIAL

INDICATOR

PRESSURE

TRANSMITTER

DIFFERENTIAL

PRESSURE
SWITCH

DIFFERENTIAL

PRESSURE

TRANSMITTER

TUNING FORK
PISTON
WEIRS

SIDE VIEW PLAN VIEW

FLUMESFLOW LEVEL

SIDE VIEW PLAN VIEW

RECTANGULAR
w/o END CONTRACTIONS

RECTANGULAR
w/o END CONTRACTIONS

RECTANGULAR
w/ END CONTRACTIONS

V-NOTCH
(TRIANGULAR)

V-NOTCH
(TRIANGULAR)

TRAPEZOIDAL
(CIPOLLETTI)

TRAPEZOIDAL
(CIPOLLETTI)

PRESSURE/VACUUM

EXAMPLE
GATES

PITOT TUBE

ANNUBAR

ULTRASONIC

ULTRASONIC
BIOGAS

THERMOMETER

PLATFORM SCALE

TEMPERATURE
w/THERMOWELL

TEMPERATURE
GAUGE
WEIGHT

TEMPERATURE
PROBE
RADAR
(FREQUENCY

MODULATED

CONTINUOUS WAVE)

BUTTERFLY
K
N
A
T
T

NETWORKS
F
F
F
F

FIBER LINE

REPRESENTS ONE
24-STRAND FIBER

OPTIC CABLE
24/FO-SM
F
F
F
F

FIBER LINE

REPRESENTS TWO
24-STRAND FIBER

OPTIC CABLES
(2) 24/FO-SM (1) 24/FO-SM EA.

EACH FIBER LINE

REPRESENTS ONE
24-STRAND FIBER

OPTIC CABLE

FIBER ABBREVIATIONS
##/FO-XX
## = STRAND COUNT
FO = FIBER OPTIC
XX = MODE
SM = SINGLE MODE
MM = MULTIMODE
C
C
(4)

COPPER LINE

REPRESENTS FOUR

COPPER ETHERNET
CABLES
C
C
C
C
(2) EA.

EACH COPPER LINE

REPRESENTS TWO

COPPER ETHERNET
CABLES

NETWORK ABBREVIATIONS

VLAN SYMBOLS
= BUSINESS NETWORK
= SECURITY CONTROL NETWORK
= BUILDING MANAGEMENT SYSTEM
= PROCESS CONTROL NETWORK

MISCELLANEOUS NETWORK SYMBOLS

NETWORK CABLE CONTINUATIONS
UNIQUE

IDENTIFIER

TOP OF PAGE STYLE

CONTINUATION
UNIQUE

IDENTIFIER

FIELD NETWORK DEVICE

NETWORK EQUIPMENT CALLOUT
TAG
DESC 1

CABLE CALLOUTS AND ABBREVIATIONS
BMS
BSN
FCN
MIN
PCN
PLCN
SCN
PCN-W
NR
NP
ES
FPP
= BUILDING MANAGEMENT SYSTEM
= BUSINESS NETWORK
= FIELD CONTROL NETWORK
= MAINTENANCE INFORMATION NETWORK
= PROCESS CONTROL NETWORK
= PLC NETWORK
= SECURITY CONTROL NETWORK
= WIRELESS PROCESS CONTROL NETWORK
= NETWORK RACK
= NETWORK PANEL
= ETHERNET SWITCH
= FIBER PATCH PANEL

COPPER ETHERNET

FIBER OPTIC ETHERNET

WIRELESS

PROFIBUS DP

PROFIBUS PA

NETWORK LINE SYMBOLS

BOTTOM/LEFT OF PAGE

STYLE CONTINUATION

CONTINUATION
SHEET

CONTINUATION
SHEET

C C C C C

F F F F F

PBD PBD PBD PBD PBD

W W W W W

PBA PBA PBA PBA PBA
SEGMENT #

P&ID DRAWING REFERENCE
DESC 3
DESC 2
DESC 1
TAG

PROTOCOL

PANEL TAG

PLC TAG

DEVICE SPECIFIC
SYMBOL
#
DWG NO.

DESC 1
DESC 2
DESC 3
#
DWG NO.

DESC 1
DESC 2
DESC 3
= WIRELESS PROCESS CONTROL NETWORK
= MAINTENANCE INFORMATION NETWORK
= PLC NETWORK
= FIELD CONTROL NETWORK
SERIAL DATA o o o o o o o o o o o o

DISPLACEMENT

SHUTTLE

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN

DESIGNED
201631
JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
SEPTEMBER 2025 OF 59

CITY OF VALLEJO

SKYVIEW RESERVOIR REPLACEMENT PROJECT
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
G G
No. 20405
PROJECT NO.

LAST SAVED BY:

FILE NAME:

CE
CE
JGB
GN04
40 INSTRUMENTATION
SYMBOLS AND ABBREVIATIONS 4
201631GN04.dwg
CYoung
201631-100000
Digitally signed by Daniel S. Robinson
Contact Info: Carollo Engineers, Inc.

Date: 2025.09.10 13:24:12-07'00'

POWER SOURCE FIELD I/O
24" R
24" SD

SANITARY DRAIN
12" R

DRAIN/OVERFLOW

CATCH BASIN
EX 24" W
SYSTEM
TYP
*
NP122
MAX LEVEL ELEV. 292.0

MIN LEVEL
24" W
24" W
INLET
OUTLET

RESERVOIR CONTROL

VALVE VAULT

OVERFLOW
DRAIN

L L L L L L L L L L
3" PD
# KEY NOTES:

1. RESERVOIR CONTROL VALVE.
1 PROJECT NO.

LAST SAVED BY:

FILE NAME:

DSR
MCG
JGB
N01
41 INSTRUMENTATION

WATER STORAGE TANK P&ID
201631N01.dwg
LRivas
201631-100000

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN

DESIGNED
201631
JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
SEPTEMBER 2025 OF 59

CITY OF VALLEJO

SKYVIEW RESERVOIR REPLACEMENT PROJECT
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
G G
No. 20405
Digitally signed by Daniel S. Robinson
Contact Info: Carollo Engineers, Inc.

Date: 2025.09.10 13:25:26-07'00'

RADIO

TRANSCEIVER
& CONTROLLER
OPEN EYE OE-MDX0804
NVR

PLC CONTROLLER
POWER

ADDRESS/ERROR

MODULE NET
# KEY NOTES:

1. EXISTING PLC RADIO AND ANTENNA TO BE REUSED.

2. ACCESS CONTROL SYSTEM TO BE PROVIDED BY THE CITY
PREFERRED VENDOR:

BRANDON HERD

ACCESS SYSTEMS, INC
4947 HILLSDALE CIRCLE
EL DORADO HILLS, CA 95762
(916) 673-8366 CELL
(916) 941-8099 OFFICE
(916) 941-8017 FAX
CA LIC# 814697
NV LIC# 0085320
PNL-1
o
o
o
o
o
o
o
1 1
MERAKI MG41E

CELLULAR MODEM

ACCESS CONTROL
SYSTEM
2 C
C C
C
C
C
C
C
OPEN EYE OE-C7088AWR

CAMERAS
C
C
C
C
C
C
C
C
MERAKI MX68

FIREWALL
CAT 6
CAT 6 CAT 6
CAT 6 CAT 6
2 2
2 2
PROJECT NO.

LAST SAVED BY:

FILE NAME:

DSR
KMM
JGB
N02
42 INSTRUMENTATION

FIELD NETWORK DIAGRAM
201631N02.dwg
BRoepken
201631-100000

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN

DESIGNED
201631
JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
SEPTEMBER 2025 OF 59

CITY OF VALLEJO

SKYVIEW RESERVOIR REPLACEMENT PROJECT
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
G G
No. 20405
Digitally signed by Daniel S. Robinson
Contact Info: Carollo Engineers, Inc.

Date: 2025.09.10 13:25:14-07'00'

1/4
"
M
AX 1/4
"
M
AX
MIN
2"
3 1/2"
AC510
AC510
AC510
AC510
4 "
1"

SIDE OF GAP

PLATES ON THIS

DO NOT FASTEN
AC500
TYP

GUARDRAIL - HANDRAIL - NOTES
NS 06/21/19
TYP
AC300
R
U
N
G
S
E
Q
U
ALLY
S
PA
C
ED
@ 12
"
O
C
M
AX

LADDER - ALUMINUM - WALL
30" MAX
24" MIN
S 12/28/20
AC504
TYP
3'-6
"
2'-10
"
3'-6
"
6'-0" MAX
MAX
6"
3'-6
"
2'-10
"

GUARDRAIL - THREE RAIL
NS SHEET 1 OF 3 06/21/19
AC504
TYP
2'-10
"

GUARDRAIL - THREE RAIL
NS SHEET 3 OF 3 06/21/19
TYP
AC510 GUARDRAIL - MOUNTING
NS SHEET 1 OF 2 06/21/19
TYP
AC510 GUARDRAIL - MOUNTING
NS SHEET 1 OF 2 06/21/19
TYP
AC510 GUARDRAIL - MOUNTING
NS SHEET 2 OF 2 06/21/19
AC504
TYP
3'-6
"
2'-10
"
5'-0" MAX
3'-6
"
2'-10
"

GUARDRAIL - THREE RAIL
NS SHEET 2 OF 3 06/21/19
-
A
1/4
"
M
AX 1/4
"
M
AX
6" MIN
6 " 1/2
"
6" MIN
6 " 1/2
"
6"
1/4
"
M
AX
1/4
"
M
AX
6 "
6"
1/4
"
M
AX
1/4
"
M
AX
6 "
6" MIN
4 1/4"