HomeMy Public PortalAboutBasin 2 and 3 Collection System Improvements Lift Stations PackageSHEET ______ OF ______
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RECORD DRAWING
This record drawing has been prepared, entirely or in part on the basis of
unverified information compiled and furnished by others to the preparer
who is not responsible for any inaccuracies, errors or omissions which
may have been incorporated into the document as a result.
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DESCRIPTION
GENERAL NOTES
1.ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE GENERAL AND SPECIFIC PROVISIONS, STANDARD DRAWINGS, AND REQUIREMENTS
OF THE CITY OF SAN MATEO.
2.NO CHANGE TO THE PROJECT IMPROVEMENT PLANS SHALL BE PERMITTED WITHOUT PRIOR APPROVAL BY THE DIRECTOR OF PUBLIC WORKS/CITY
ENGINEER.
3.CONTRACTOR AGREES TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE CONSTRUCTION OF THIS
PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO
NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE CITY AND ENGINEER HARMLESS FROM ANY
AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPT TO THE EXTENT ARISING
FROM THE SOLE NEGLIGENCE OF THE CITY OR ENGINEER.
4.CONTRACTOR SHALL CONFORM TO THE RULES AND REGULATIONS OF THE STATE CONSTRUCTION SAFETY ORDERS PERTAINING TO EXCAVATION
AND TRENCHING. CONTRACTOR SHALL BEAR FULL RESPONSIBILITY FOR TRENCH SHORING DESIGN AND INSTALLATION.
5.INFORMATION CONCERNING EXISTING UTILITIES IS NOT GUARANTEED; LOCATIONS SHOWN ON THE PLANS ARE APPROXIMATE ONLY.
CONTRACTOR SHALL REQUEST THAT UNDERGROUND FACILITIES BE LOCATED AND MARKED IN THE FIELD A MINIMUM OF 48 HOURS PRIOR TO THE
START OF CONSTRUCTION BY CALLING UNDERGROUND SERVICE ALERT (U.S.A.) AT 800-642-2444. CONTRACTOR SHALL EXCAVATE WITH CAUTION
TO AVOID UTILITY DAMAGE. CONTRACTOR IS LIABLE FOR ALL UTILITY DAMAGE REPAIR AS A RESULT OF HIS OPERATIONS.
6.CONTRACTOR SHALL NOTIFY THE CITY OF SAN MATEO AT LEAST 48 HOURS IN ADVANCE OF THE START OF ANY CONSTRUCTION ACTIVITY. ALL
UTILITY SHUTDOWNS ARE TO BE COORDINATED THROUGH THE CITY PUBLIC WORKS DEPARTMENT. ANY TEMPORARY SUSPENSION OF THE WORK
OR SUBSEQUENT RESUMPTION OF WORK REQUIRES THE NOTIFICATION OF THE CITY AND THE ENGINEER.
7.EXISTING UTILITIES SHALL BE LEFT IN PLACE DURING CONSTRUCTION. BRACING, SHORING AND SUPPORT FOR EXISTING UTILITIES SHALL BE
APPROVED BY THE APPLICABLE UTILITY ENGINEER. CONTRACTOR SHALL NOTIFY UTILITY ENGINEERS AT LEAST 48 HOURS IN ADVANCE OF THE
START OF ANY RELATED CONSTRUCTION ACTIVITY. FOR PACIFIC GAS AND ELECTRIC, CONTACT LEANN WUEST AT 650-598-7320.
8.ALL CHANGES TO PUMP OPERATION SHALL BE COORDINATED WITH TONY BALTODANO (CONTACT 650-483-5839). ANY TEMPORARY SUSPENSION
OF THE WORK OR SUBSEQUENT RESUMPTION OF WORK REQUIRES THE NOTIFICATION OF THE CITY AND THE RESIDENT PROJECT
REPRESENTATIVE.
9.CONTRACTOR SHALL EXCAVATE AND EXPOSE ALL UTILITY CROSSINGS OR CONNECTIONS AFFECTED BY THE WORK. ALL EXISTING UTILITIES
SHALL BE ADEQUATELY SUPPORTED AND PROTECTED TO THE SATISFACTION OF THE CITY. IN THE EVENT OF DAMAGE TO ANY UTILITY
OCCASIONED BY THE CONTRACTOR OPERATIONS, THE CONTRACTOR, AT HIS SOLE COST AND EXPENSE, WILL IMMEDIATELY CAUSE REPAIRS TO
BE MADE TO THE SATISFACTION OF THE AFFECTED UTILITY. NOTIFY THE ENGINEER OF ANY ADJUSTMENTS NECESSITATED BY WAY OF CONFLICT
WITH EXISTING UTILITIES.
10.CONTRACTOR SHALL LOCATE ELECTRICAL TRENCHES TO AVOID EXISTING UTILITIES. CONTRACTOR SHALL PROTECT EXISTING UTILITIES IN PLACE
AS REQUIRED BY TRENCH INSTALLATION. WHERE UTILITIES ARE IMPACTED BY THE WORK, CONTRACTOR SHALL RESTORE UTILITY TO
PRECONSTRUCTION CONDITION.
11.CONTRACTOR SHALL PROVIDE ALL LIGHTS, SIGNS, BARRICADES, FLAG MEN, CONES OR OTHER DEVICES NECESSARY TO PROVIDE FOR PUBLIC
SAFETY IN ACCORDANCE WITH THE SPECIFICATIONS.
12.CONTRACTOR SHALL REPLACE, AT HIS EXPENSE, ALL TREES, SHRUBS, LAWNS, FENCES, IRRIGATION SYSTEMS AND IMPROVEMENTS WHICH ARE
TO REMAIN INTACT BUT HAVE BEEN REMOVED OR DAMAGED DURING CONSTRUCTION. CONTRACTOR SHALL NOT REMOVE OR DAMAGE
IMPROVEMENTS LOCATED WITHIN CITY PROPERTY WITHOUT WRITTEN PERMISSION FROM THE CITY; OR FROM PRIVATE PROPERTY WITHOUT
WRITTEN PERMISSION FROM THE PROPERTY OWNER.
13.WRITTEN PERMISSION FROM APPROPRIATE PROPERTY OWNERS MUST BE OBTAINED PRIOR TO REMOVING ANY EXISTING FENCES, SHEDS, OR
OTHER PROPERTY OUTSIDE OF THE PUBLIC RIGHT-OF-WAY OR CITY PROPERTY.
14.ALL PERMANENT IMPROVEMENTS REMOVED OR DAMAGED BY THE CONTRACTOR SHALL BE RESTORED TO THEIR ORIGINAL LOCATION AND
CONDITION BY THE CONTRACTOR USING NEW MATERIALS AS DIRECTED BY THE ENGINEER.
15.CONTRACTOR TO PROVIDE TEMPORARY FENCING AND GATES WHENEVER AND WHEREVER EXISTING FENCING OR GATES ARE REMOVED FOR
CONSTRUCTION PURPOSES.
16.CONSTRUCTION WATER MAY BE OBTAINED FROM LOCAL FIRE HYDRANTS THROUGH A METER OBTAINED FROM CALIFORNIA WATER SERVICE
COMPANY. CONTACT 650-343-1808 FOR DETAILS. A DEPOSIT IS REQUIRED. CONTRACTOR IS RESPONSIBLE FOR ALL FEES ASSOCIATED WITH
OBTAINING CONSTRUCTION WATER.
17.CONTRACTOR TO MAINTAIN A MEANS OF ACCESS TO PROPERTIES, DRIVEWAYS, AND DWELLINGS AT ALL TIMES AS DETERMINED BY THE
ENGINEER.
18.THE CONTRACTOR SHALL NOTIFY, BY DOOR HANGER, AS DIRECTED BY THE ENGINEER, ALL BUSINESS ESTABLISHMENTS AND RESIDENCES
AFFECTED BY THE WORK, AT LEAST 48 HOURS PRIOR TO START OF CONSTRUCTION. DOOR HANGER SHALL BE SUBJECT TO APPROVAL BY THE
DIRECTOR OF PUBLIC WORKS/CITY ENGINEER.
19.ALL SURPLUS AND UNSUITABLE MATERIAL SHALL BE REMOVED FROM THE SITE AND PUBLIC RIGHT-OF-WAY.
20.CONTRACTOR SHALL PERFORM HIS CONSTRUCTION AND OPERATION IN A MANNER WHICH WILL NOT ALLOW HARMFUL POLLUTANTS TO ENTER
WATER COURSES OR SAN FRANCISCO BAY. TO ENSURE COMPLIANCE, THE CONTRACTOR SHALL IMPLEMENT THE APPROPRIATE BEST
MANAGEMENT PRACTICES (BMPs) AS OUTLINED IN THE BROCHURE ENTITLED "BEST MANAGEMENT PRACTICES (BMPs)" ISSUED BY THE SAN MATEO
COUNTYWIDE WATER POLLUTION PREVENTION PROGRAM, TO SUIT THE CONSTRUCTION SITE AND JOB CONDITION. THE CONTRACTOR SHALL
PRESENT HIS PROPOSED BMPs AT THE PRE-CONSTRUCTION MEETING FOR DISCUSSION AND APPROVAL.
21.THE CONTRACTOR SHALL NEITHER WASTE NOR DEPOSIT ANY HAZARDOUS MATERIALS ON THE GRADING SURFACES OR WITHIN THE GRADED CUT
AND FILL AREAS OF THIS PROJECT, INCLUDING BUT NOT LIMITED TO GASOLINE OR DIESEL FUELS, MOTOR OILS OR TRANSMISSION FLUIDS,
ANTIFREEZE, HYDRAULIC FLUIDS, LUBRICANTS, STARTING FLUIDS AND FILTERS, AND/OR CONTAINERS FOR THESE PRODUCTS. HAZARDOUS
MATERIAL SPILLS THAT OCCUR AS A RESULT OF EITHER EQUIPMENT FAILURES OR VANDALISM, INCLUDING ALL ADJACENT CONTAMINATED SOILS,
SHALL BE REMOVED AND TRANSPORTED TO AN APPROPRIATE, APPROVED DISPOSAL SITE. ALL REMOVAL, TRANSPORTATION AND DISPOSAL
COSTS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR HIS SUBCONTRACTORS.
22.OVERNIGHT PARKING OF CONSTRUCTION EQUIPMENT IN THE STREET RIGHT-OF-WAY SHALL NOT BE PERMITTED, EXCEPT AT LOCATION(S)
APPROVED BY THE AUTHORITY HAVING JURISDICTION IN THE RIGHT-OF-WAY. IN CITY RIGHT-OF-WAY, APPROVAL SHALL BE FROM THE ENGINEER.
23.CONTRACTOR SHALL CONTROL DUST AND COMPLY WITH ALL POLLUTION CONTROL REGULATIONS..
24.CONTRACTOR IS RESPONSIBLE FOR HANDLING LOCAL NUISANCE WATER DURING CONSTRUCTION.
25.IT IS THE CONTRACTOR'S RESPONSIBILITY TO REPLACE ALL BENCHMARKS, STREET MONUMENTS, LOT CORNER PIPES, AND GRADE STAKES
DISTURBED DURING THE PROCESS OF CONSTRUCTION AT THE DIRECTION OF THE CITY ENGINEER AND FILE A CORNER RECORD WITH THE
COUNTY AT THE CONTRACTOR'S EXPENSE.
26.FOR ALL MONUMENTS HAVING THE POTENTIAL OF BEING DISTURBED BY CONSTRUCTION, CONTRACTOR SHALL FILE A CORNER RECORD WITH THE
COUNTY OF SAN MATEO PER SECTION 8773.2 OF THE PUBLIC LAND SURVEYORS' ACT AS REQUIRED BY THE SUBDIVISION MAP ACT TO PRESERVE
THE LOCATION OF THE MONUMENT. CONTRACTOR SHALL, AT HIS OR HER EXPENSE, HIRE A LAND SURVEYOR TO PERFORM THE WORK.
27.CONTRACTOR SHALL EXERCISE DUE CARE AND CONCERN TO AVOID INJURY TO EXISTING FACILITIES IMPROVEMENTS, UTILITIES, AND PROPERTY.
28.ALL DIMENSIONS SHALL BE FIELD-VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION. IF FIELD CONDITIONS VARY SIGNIFICANTLY FROM THE
CONSTRUCTION PLANS, CONTRACTOR SHALL INFORM THE ENGINEER IMMEDIATELY.
29.SETTLEMENT MONITORING OF THE PROJECT AREA(S) BY OTHERS MAY BE DONE BY THE CITY UNDER A SEPARATE CONTRACT. CONTRACTOR
SHALL PROTECT IN PLACE THE SETTLEMENT MONITORING EQUIPMENT, ALLOW FOR ACCESS AT ALL TIMES, COORDINATE WORK, AND SCHEDULE
WITH THE SETTLEMENT MONITORING CONTRACTOR THROUGH THE RESIDENT PROJECT REPRESENTATIVE.
30.ALL WORK WITHIN CALTRANS RIGHT-OF-WAY SHALL CONFORM TO THE MOST RECENT EDITIONS OF CALTRANS STANDARD PLANS AND STANDARD
SPECIFICATIONS. CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF CALTRANS ENCROACHMENT PERMIT TO BE OBTAINED BY THE CITY.
COMPLIANCE SHALL INCLUDE CONFORMANCE WITH "ENCROACHMENT GENERAL PROVISIONS" (CALTRANS TR-0045, REV. 11/2018) IN ADDITION TO
THE PERMIT SPECIAL PROVISIONS. CONTRACTOR SHALL OBTAIN AND PAY ALL FEES FOR A SEPARATE CALTRANS "DOUBLE PERMIT".
31.CONTOURS SHOWN ARE APPROXIMATE AND SHALL NOT BE USED TO ESTABLISH ELEVATIONS OF WORK.
AB AGGREGATE BASE
AC ASBESTOS CEMENT
ACP ASBESTOS CEMENT PIPE
APPROX.APPROXIMATE
BFP BACK FLOW PREVENTER
BM BENCHMARK
BOW BALK OF WALK
BW BOTTOM OF WALL
C CONCRETE
CB CATCH BASIN
CI CAST IRON
CL CENTER LINE, CLASS
CLSM CONTROLLED LOW-STRENGTH MATERIAL
CLR CLEAR
CONC CONCRETE
CSM CITY OF SAN MATEO
DI DRAIN INLET, DUCTILE IRON
DIP DUCTILE IRON PIPE
DO DOWNSTREAM
DR DIMENSION RATIO
EX EXISTING
E EAST
EB ELECTRIC BOX
EL ELEVATION
EM ELECTRIC METER
EMB EMBEDMENT
ELEC ELECTRICAL
FBE FUSION-BONDED EPOXY
FIG.FIGURE
FL FLOW LINE
FLG FLANGE
FM FORCE MAIN
FND FOUND
FOC FACE OF CURB
EXISTING NEW
GALV GALVANIZED
GPM GALLONS PER MINUTE
GRN GROUND
HDPE HIGH-DENSITY POLYETHYLENE
HMA HOT MIX ASPHALT
HP HORSE POWER
I.P.IRON PIPE
IE INVERT ELEVATION
LF LINEAR FEET
L/S LANDSCAPE
LS LIFT STATION
LIP LIP OF GUTTER
MCC MOTOR CONTROL CENTER
MH MANHOLE
MJ MECHANICAL JOINT
MIN MINIMUM
N NORTH
NE NORTHEAST
NSF NATIONAL SCIENCE FOUNDATION
NW NORTHWEST
N.T.S.NOT TO SCALE
NO.NUMBER
OS&Y OPEN STEM AND YOKE
OC ON CENTER
PCC/P.C.C.PORTLAND CEMENT CONCRETE
PDWF PEAK DRY WEATHER FLOW
PE POLYETHYLENE
PED PEDESTAL
PG&E PACIFIC GAS & ELECTRIC COMPANY
PL PROPERTY LINE, PLASTIC
PUE PUBLIC UTILITY EASEMENT
PV PAVEMENT
PVC POLYVINYL CHLORIDE
PWWF PEAK WET WEATHER FLOW
LEGEND
ABBREVIATIONS
BACK FLOW PREVENTER
LOCAL CONTROL POINT
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000-C-0001
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STREET LIGHT
CATCH BASIN / DROP INLET
UTILITY BOX (SIZE VARIES)
SIGN
STORM MANHOLE
SANITARY MANHOLE
PROPERTY LINE
GAS
SANITARY SEWER
SANITARY SEWER FORCE MAIN
STORM DRAIN
WATER
ELECTRIC
OVERHEAD ELECTRIC
FIBER OPTIC CABLE
TELECOM
TELEPHONE
CHAIN LINK FENCE
CONCRETE
GROUT/CLSM
DEMOLITION
ACCESS HATCH
TRAFFIC SIGNAL CONDUIT
FLOW ARROW
ADDRESS
LOUVER FENCE
Fr
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2
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P
M
Q FLOW RATE
R RADIUS
RC RELATIVE COMPACTION
REQ'D REQUIRED
RE, RIM RIM ELEVATION
RSC RAPID STRENGTH CONCRETE
R/W RIGHT OF WAY
S SOUTH
SE SOUTHEAST
SW SOUTHWEST
SD STORM DRAIN
SDMH STORM DRAIN MANHOLE
SL STREET LIGHT
SS SANITARY SEWER, STAINLESS STEEL
SSE SANITARY SEWER EASMENT
SSFM SANITARY SEWER FORCE MAIN
SSMH SANITARY SEWER MANHOLE
STA STATION
STD STANDARD
SQ SQUARE
TC TOP OF CURB
TPED TRAFFIC SIGNAL PEDESTAL
TS TRAFFIC SIGNAL
TSC TRAFFIC SIGNAL CONDUIT
TSB TRAFFIC SIGNAL BOX
TSD TRAFFIC SIGNAL DETECTOR
TW TOP OF WALL
TYP TYPICAL
UB UTILITY BOX
VAR VARIOUS
VCP VITRIFIED CLAY PIPE
W/WITH
W WEST
WM WATER METER
WV WATER VALVE
32.THE CONTRACTOR SHALL SUBMIT TRAFFIC CONTROL PLANS TO THE ENGINEER/INSPECTOR FOR APPROVAL PRIOR TO THE START OF ANY WORK.
TRAFFIC CONTROL SHALL BE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS OF THE LATEST "CALIFORNIA MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES" PUBLISHED BY CALTRANS, AND AS REQUIRED IN THE PROJECT SPECIFICATIONS. THE CONTRACTOR SHALL PROVIDE
TEMPORARY PEDESTRIAN ACCESS TO PROPERTIES DURING ALL CONSTRUCTION PHASES. TRAFFIC CONTROL PLAN SHALL SHOW HOW ACCESS
WILL BE PROVIDED AND ACCOMPLISHED FOR PEDESTRIANS. THE CONTRACTOR SHALL MAINTAIN VEHICULAR AND PEDESTRIAN ACCESS
THROUGHOUT THE PROJECT AT ALL TIME UNLESS EXPRESSLY AUTHORIZED BY ALL OWNERS OF AFFECTED RIGHT-OF-WAY.
33.THE CONTRACTOR IS RESPONSIBLE FOR MATCHING EXISTING STREETS, SURROUNDING LANDSCAPE, AND ALL OTHER EXISTING CONDITIONS WITH
A SMOOTH TRANSITION IN PAVING, CURBS, GUTTERS, SIDEWALKS, GRADING, ETC., AND TO AVOID ANY ABRUPT OR APPARENT CHANGES IN
GRADES OR CROSS SLOPES, LOW SPOTS, AND HAZARDOUS CONDITIONS.
34.THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN WORKING IN THE VICINITY OF HIGH VOLTAGE STREET LIGHT CIRCUIT AND OTHER
POTENTIALLY HAZARDOUS UTILITY INSTALLATIONS. IF ANY STREET LIGHT CIRCUITS ARE DAMAGED OR INTERRUPTED, THE CONTRACTOR SHALL
CONTACT THE CITY STREET LIGHT CREW IMMEDIATELY FOR EMERGENCY REPAIR. THE CONTRACTOR SHALL COMPENSATE THE CITY FOR ANY
COST RELATED TO THE REPAIR OF THE STREET LIGHT CIRCUIT.
35.THE CONTRACTOR SHALL NOTIFY CITY'S PUBLIC WORKS DEPARTMENT PRIOR TO CUTTING AND OR REMOVING ANY TREE ROOTS LARGER THAN 1
INCH IN DIAMETER TO ALLOW CITY ARBORIST TO INSPECT AND MAKE RECOMMENDATIONS.
36.HAUL ROUTES SHALL BE ONLY ON STREETS PRE-APPROVED BY THE CITY.
37.THE CONTRACTOR SHALL OBTAIN ALL REQUIRED INSPECTION AND PERMITS, AND PROVIDE NOTICES REQUIRED BY THE CITY.
38.THE CONTRACTOR SHALL CONTROL DUST CAUSED BY THE WORK. DAMPEN SURFACES AS REQUIRED WITH WATER. CONTRACTOR SHALL
COMPLY WITH POLLUTION CONTROL REGULATIONS OF THE CITY.
39.ANY SURFACE UTILITIES, SUCH AS MANHOLES, VALVES, MONUMENTS, DRAIN INLETS, DETECTOR HANDHOLES AND UTILITY BOXES SHOWN TO BE
WITHIN CONSTRUCTION LIMITS SHALL BE ADJUSTED IN ELEVATION TO MATCH THE FINISHED ROADWAY SURFACE. UTILITY COVERS SHALL NOT BE
STRIPED OVER.
40.THE CONTRACTOR SHALL NOTIFY ALL TRANSIT AGENCIES, TRASH COLLECTION AGENCY, AND EMERGENCY SERVICES OF THE PAVING SCHEDULE
TO ALLOW COORDINATION.
41.THE CONTRACTOR SHALL RESTORE ALL PAVEMENT AND OTHER FACILITIES OUTSIDE OF THE SCOPE OF WORK AFFECTED BY CONSTRUCTION
OPERATIONS TO PRE-CONSTRUCTION CONDITIONS AT NO ADDITIONAL COST TO THE CITY.
42.CONTRACTOR SHALL DESIGN THE SUPPORT OF EXCAVATION FOR THE WET WELL AND ALL OTHER STRUCTURES TO LIMIT SURFACE SETTLEMENT
STATED IN SPECIFICATION SECTIONS 31 57 00 - SHEET PILING, SECTION 31 63 26 - DRILLED CAISSON, AND SECTION 31 64 16 - EXCAVATED CAISSON.
SURVEY NOTES
1.PROPERTY LINES AND CORNERS ARE NOT SURVEYED AND MUST BE VERIFIED BY THE CONTRACTOR.
BENCHMARK
1.A RAMSET NAIL AND WASHER IN THE TOP OF THE CURB AT THE NORTHERNLY END OF THE NORTHWESTERNLY RETURN OVER THE CATCHBASIN
AT THE INTERSECTION OF EL CAMINO REAL AND 23RD AVE IN THE CITY OF SAN MATEO.
ELEVATION: 100.362 CITY OF SAN MATEO DATUM +100
BASIS OF BEARINGS
1.THE CALCULATED BEARING OF SOUTH 40° 29' 57" EAST TAKEN BETWEEN THE HELD POSITION OF GPS CONTROL POINT 1004 AND THE AZIMUTH TO
GPS CONTROL POINT 1023 AS SHOWN ON THAT CERTAIN RECORD OF SURVEY FILED FOR RECORD ON JANUARY 4, 1993, IN BOOK 14 OF LLS MAPS
AT PAGE 83, OFFICIAL RECORDS OF SAN MATEO COUNTY WAS TAKEN AS THE BASIS FOR ALL BEARINGS SHOWN HEREON.
2.ALL COORDINATES SHOWN HEREON ARE BASED ON THE ABOVE MENTIONED RECORD OF SURVEY AND ARE GRID VALUES. TO CONVERT TO
GROUND VALUES MULTIPLY ALL COORDINATES SHOWN HEREON BY 1.000064702.
2 1/2"x1/2" CRADLE
PLATE
1"x1/4" SEISMIC
TABS
1/2"x5" TYPE 316 SS
EPOXIED ANCHOR
BOLT W/ LOCKWASHER,
(TYP OF 4 PER SUPPORT)
1"x6"
THREAD STUD
2" SCH 40
GALV STL PIPE
MIN 1"
GROUT
8"x8" BASE PLATE
MIN 14" THICK
NOTES:
1.ALL PIPE FLANGE SUPPORT METAL SHALL BE HOT DIPPED
GALVANIZED STEEL PER ASTM SPECIFICATION A123.
2.WHERE THE CRADLE PLATE SHOWN IN THIS DETAIL IS INCOMPATIBLE
WITH FLANGES TO BE SUPPORTED, USE A VERTICAL PLATE BOLTED
TO FLANGES IN LIEU OF THE CRADLE PLATE.
4"x4" 3/8"
STAINLESS STEEL ANGLE
3"x3" 3/8"
STAINLESS
STEEL ANGLE
W/ 1/4" Ø HOLES
MITER ANGLE ENDS
TO CONFORM W/
WET WELL WALL
5/8" STAINLESS
STEEL U-BOLT
GROUT
LEVELING PAD
WET WELL WALL
4"x4" 3/8"
STAINLESS STEEL
ANGLE
3"x3" 3/8"
STAINLESS STEEL ANGLE
(BEHIND)
3/8" Ø SS BOLT
(TYP OF 2)
3/8" STAINLESS STEEL
THREADED ANCHOR RODS,
NUTS, AND WASHERS.
EPOXY BOND AND ANCHOR
4" MIN EMBEDMENT
(2 PER WALL CONNECTION)
DUCTILE
IRON PIPE
-
A
SECTION
-
A
NOTES:
1.ALL ANGLE METAL, U-BOLTS, RODS, BOLTS, AND
HARDWARE SHALL BE TYPE 316 STAINLESS
STEEL.
4.0
0
"
1/4" STAINLESS
STEEL PLATE
D
3"
3"
1/2" Ø HOLE FOR THREADED
ANCHOR ROD (TYP OF 6)
2.
0
D
INFLUENT
PIPE
CENTER BAFFLE
W/ INFLUENT PIPE
(4106
612
1.5D
6" TY
P
ATTACH TO WALL W/ 3/8" Ø TYPE
316 SS THREADED ANCHOR ROD
W/ WASHER AND NUT
4" MIN EMBEDMENT
(TYP OF 6)
INFLUENT PIPE SIZE PER PLAN
(NOMINAL DIAMETER D)
WET WELL
CONCRETE WALL
NOTES:
1.BAFFLE AND ALL ANCHORS AND HARDWARE
SHALL BE TYPE 316 STAINLESS STEEL.
2."D" USED IN DIMENSIONS SHALL BE THE NOMINAL
DIAMETER OF THE INFLUENT PIPE.
FLOOR DRAIN,
ZURN FD2380
2" Ø P-TRAP
2" SOCKET COUPLING
FLUSH W/ WALL
GROUT FILL
(TYP)
2" RUBBER DUCKBILL
CHECK VALVE, PROCO
PROFLEX STYLE 730
2" Ø 90° ELBOW
(TYP)
PIPE CLAMP SUPPORT
2" PVC PIPE,
SCHEDULE 40
(TYP)
NOTES:
1.ANCHORS AND SUPPORT HARDWARE SHALL BE TYPE 316 STAINLESS STEEL.
1'-
0
"
1'-
0
"
0'-6"
SHEET ______ OF ______
DR
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RECORD DRAWING
This record drawing has been prepared, entirely or in part on the basis of
unverified information compiled and furnished by others to the preparer
who is not responsible for any inaccuracies, errors or omissions which
may have been incorporated into the document as a result.
RE
C
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C-004 C-005
INFLUENT BAFFLE VAULT DRAIN ASSEMBLY C-003C-002
PIPE OR CONDUIT PENETRATION
CONCRETE WALL
MECHANICAL RUBBER SEAL W/ TYPE 316
SS HARDWARE, LINKSEAL OR EQUAL.
INSTALL PER MANUFACTURER'S
INSTRUCTIONS
OPENING IN CONCRETE WALL TO MATCH
SEAL MANUFACTURER'S SPECIFICATION
FILL ANNULAR SPACE
W/ NON-SHRINK GROUT
INTERIOR EXTERIOR
PIPE PENETRATION C-001
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P
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6"x5"x1/4" MOUNTING PLATE
SEE DETAIL
STIANLESS
STEEL CHANNEL
C 3x4.1 (TYP)
3"x3"x1/4"
BEARING
PLATE
NOTES:
1.CHANNEL, PLATES, HINGE, RODS, AND HARDWARE SHALL BE TYPE 316 STAINLESS STEEL.
2.ALL CONNECTIONS SHALL BE COMPLETELY WELDED ALONG ALL SEAMS.
3.CONTRACTOR SHALL VERIFY NEW HATCH, SAFETY GRATE, AND OPENING DIMENSIONS PRIOR TO FABRICATION OF
TRADUCER MOUNT TO ENSURE THERE ARE NO CONFLICTS.
PUMP RAIL MOUNT
(BEHIND AND IN FRONT OF SECTION)
TRANSDUCER MOUNTING
SEE DETAIL
MOUNT W/ 3/8" Ø
SS THREADED ROD
4" MIN EMBEDMENT
(TYP OF 3)
ACCESS HATCH W/ FALL
PROTECTION GRATE
WELDED
HINGE
ACCESS HATCH
CONCRETE OPENING
26" AT 38TH AVE WET WELL HATCH
36" AT 41ST AVE WET WELL HATCH
2"
C-011
C-012
1/2" Ø HOLE FOR
THREADED ROD, TYP
3 4"
3
4"
WELDED HINGE
312"
6"
134"
STAINLESS STEEL
CHANNEL
3 4"
ULTRASONIC LEVEL
TRANSDUCER
SUBMERGENCE
SHIELD
SIEMENS MILLTRONICS P/N
22850089
STAINLESS STEEL CHANNEL W/
HOLE FOR TRANSDUCER MOUNTING
FLOAT SWITCH
W/ 4" PIGTAIL
(TYP)
PVC-COATED 5
POUND WEIGHT
FLOAT SWITCH
CABLE BRACKET
(TYP)
ANCHOR HOOK MOUNTED IN
ACCESSIBLE LOCATION FROM
HATCH OPENING
ATTACH FLOAT CABLES TO
SUSPENSION CABLE WITH PLASTIC
TIE WRAPS EVERY 8"
TYPE 316 STAINLESS
STEEL SUSPENSION CABLE
FLOAT CABLES TO CONDUIT, SEE
ELECTRICAL SHEETS
COMBINATION
AIR/VACUUM VALVE
A.R.I. D-26, SS
(STAINLESS STEEL)
2" THRD SS PIPE
INTO TAP OF
DUCTILE IRON
FITTING W/ BOSS
2" BALL VALVE, SS
INSTALL SS BALL VALVE
ON DRAINAGE OUTLET,
SIZE PER DRAINAGE
OUTLET
SS PIPING
A.R.I. NON-SLAM
DISCHARGE-THROTTLING
ATTACHMENT (FREE AIR
INTAKE, THROTTLED
AIR DISCHARGE)
A.R.I. VACUUM BREAKER
ATTACHMENT (FOR AIR
INTAKE ONLY, PREVENTS
AIR DISCHARGE)
SHEET ______ OF ______
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RECORD DRAWING
This record drawing has been prepared, entirely or in part on the basis of
unverified information compiled and furnished by others to the preparer
who is not responsible for any inaccuracies, errors or omissions which
may have been incorporated into the document as a result.
RE
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LEVEL TRANSDUCER MOUNT
MOUNTING PLATE TRANSDUCER MOUNTING
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FLOAT SWITCHC-010
C-011 C-012
C-013
COMBINATION AIR/VACUUM VALVE C-014
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NOTE:PINKERTON FOUNDRY MODEL A-640, PHOENIX IRON
WORKS MODEL P-1001 OR APPROVED EQUAL.
PLAN
SECTION
SEWER
FRAME
COVER MACHINED FOR
PERFECT NO-ROCK FIT
1'' BLIND PICK HOLE
A.S.T.M. GRID PATTERN
PICK HOLE
1" BLIND PICK HOLE
1/64
31-1/2"
24"
4-1/2"
26-1/4"
25-3/8"
25-11/32"
1-3/8"1-1/8"
9/16"
1"
13/16"
1/4"
1"
2-11/16"
MACHINED
SURFACES
R = 3"
ELEVATION VIEW
PLAN VIEW
NOTES:
1.EXCAVATIONS WITHIN CALTRANS
RIGHT-OF-WAY SHALL BE
BACKFILLED PER DETAIL C-030
ON SHEET 000-C-5004.
2.EXCAVATIONS OUTSIDE OF
CALTRANS RIGHT-OF-WAY SHALL
BE BACKFILLED PER DETAIL C-031
ON SHEET 000-C-5004.
COUPLING PER
SPECIFICATION 33 95 40
EX LATERALWYE
SS MAIN
SS MAIN
COUPLING PER
SPECIFICATION 33 95 40
EX LATERAL
WYE
SS MAIN
FL
O
W
D
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C
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PVC LONG RADIUS 1
8 (45°) BEND
NOTE:IF NEW PIPE IS PLASTIC
USE PVC MANHOLE
WATER STOP RING AS
SUPPLIED BY PIPE
MANUFACTURER.
ELEVATION
BOTTOM PLAN
A
48''
B
24''5-3/4''
C D
4''
STANDARD MANHOLE FRAME & COVER PER
DETAIL C-020 ON SHEET 000-C-5003
VA
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W
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VA
R
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A
B
L
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8"
6'-0"
VA
R
I
A
B
L
E
1'-
0
"
A
3"
D
B
C
A
6"
6"
CLASS A OR RAPID
STRENGTH CONC.
STREET
GRADE
CONCRETE
ENCASE PIPE IN
CONCRETE
CONCRETE BASE
ALL JOINTS TO BE
SET IN GROUT
3" OR 6" ADJUSTMENT RINGS OR
BRICK WHEN NEEDED
CEMENT
GROUT
SLOPE 2"
PER FOOT
MINIMUM
REQUIREMENTS
A A
SECTION A-A
SECTIONAL ELEVATION
SHE
L
F
SHELF
SHELF
4'-0"4-1
8"
2'-0"
5'-0"
12"
5-3
4"
6'-6" MIN.
VA
R
I
E
S
VA
R
3"
6"
1'-
6
"
12
"
3"
A
C
4'-
0
"
NOTES:
1.CONCRETE SLAB AROUND CASTING SHALL
BE CONCENTRIC CIRCLE IN STREETS.
2.CONCRETE SLAB AROUND CASTING SHALL
BE SQUARE AND FORMED WITH LUMBER IN
EASEMENTS.
3.TAPER " SHELF" 12" PER FOOT TOWARDS
CHANNEL.
CLASS A CONCRETE
(POURED IN PLACE)
PRECAST CONC. SECTIONS
PRECAST CONC. CONE
CLASS A OR RAPID
STRENGTH CONC.
STREET GRADE
STANDARD MANHOLE FRAME & COVER PER
DETAIL C-020 ON SHEET 000-S-5003
X
X
SECTION X-X
WIDTH VARIES
16"
MIN.
16"
MIN.
6" MIN.
CLEARANCE
WIDTH VARIES
1-1
2"
3"3"
6"
M
I
N
.
1-1
2"
9"
1-1
2"
1
2" GRAVEL
COMPACTED SAND
SPRING LINE
SANITARY SEWER
GROUND LINE
PIPE O.D.
(VARIES)
CLASS A CONC.
(POUR IN PLACE)
#4 BARS, 2
EACH
SHEET ______ OF ______
DR
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RECORD DRAWING
This record drawing has been prepared, entirely or in part on the basis of
unverified information compiled and furnished by others to the preparer
who is not responsible for any inaccuracies, errors or omissions which
may have been incorporated into the document as a result.
RE
C
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000-C-5003
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P
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C-02024" STANDARD MANHOLE FRAME & COVER
C-021SEWER LATERAL
RECONNECTION DETAIL
C-023STANDARD PRE-CAST CONC.
DROP MANHOLE DETAIL
C-022STANDARD PRE-CAST
CONCENTRIC MANHOLE DETAIL
C-024STANDARD PIPE SUPPORT
ACROSS TRENCH DETAIL
12
"
M
I
N
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CO
N
C
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HM
A
3"
M
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N
SL
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M
E
N
T
O
R
C
L
S
M
6"
TACK COAT
12" (TYP OF
BOTH SIDES)
6" CLR
NOTES:
1.ALL MATERIALS, WORKMANSHIP, TESTING, AND INSPECTIONS SHALL
COMPLY WITH CALTRANS STANDARD SPECIFICATIONS AND
PROJECT-SPECIFIC SPECIFICATIONS.
2.ALL TRENCH WORK IS SUBJECT TO STATE REGULATIONS AND
INSPECTION.
3.CONTRACTOR SHALL SUBMIT DOCUMENTATION THAT MATERIALS
CONFORM TO CALTRANS SPECIFICATIONS.
4.CONCRETE CAP SHALL BE MINOR CONCRETE PER CALTRANS
STANDARD SPECIFICATIONS SECTION 90. CONCRETE CAP MAY BE
RAPID STRENGTH CONCRETE (RSC); IF RSC IS USED, REPLACE THE
CEMENT SLURRY WITH LEAN CONCRETE BACKFILL OR RSC.
5.HOT MIX ASPHALT (HMA) SHALL BE TYPE A PER CALTRANS
STANDARD SPECIFICATIONS SECTION 39. TACK COAT SHALL BE
APPLIED PRIOR TO PLACING HMA.
6.HMA DEPTH SHALL MATCH EXISTING OR BE 3.00-INCHES,
WHICHEVER IS GREATER.
7.FOR TRENCHES IN AREAS THAT DO NOT HAVE ASPHALT PAVEMENT,
THE HMA SHOWN IN THIS DETAIL SHALL BE SUBSTITUTED WITH
REQUIRED SURFACE MATERIAL.
8.FOR SLURRY CEMENT OR CONTROLLED LOW-STRENGTH MATERIAL
(CLSM) BACKFILL, SEE CALTRANS STANDARD SPECIFICATIONS
SECTION 19-3.
9.CONTRACTOR SHALL IMPLEMENT ADEQUATE MEASURES TO
ANCHOR THE PIPE IN PLACE DURING PLACEMENT OF SLURRY
CEMENT OR CLSM.
9"
M
I
N
CA
S
I
N
G
P
I
P
E
O
D
6" CLRCASING PIPE OD
42
"
M
I
N
C
O
V
E
R
(T
Y
P
)
TR
E
N
C
H
BA
C
K
F
I
L
L
M
A
T
E
R
I
A
L
4"
H
M
A
CL
S
M
6" (TYP OF
BOTH SIDES)
6" CLR
NOTES:
1.CONTRACTOR SHALL SUBMIT DOCUMENTATION THAT MATERIALS
COMPLY WITH CALTRANS SPECIFICATIONS.
2.EXISTING ASPHALT PAVEMENT WHICH IS TO BE JOINED TO NEW
PAVEMENT SHALL BE SAW CUT VERTICALLY TO PROVIDE STRAIGHT,
TRUE, AND NEAT JOINTS. THE VERTICAL EDGES SHALL BE TACKED
PRIOR TO PAVING.
3.HOT MIX ASPHALT (HMA) SHALL BE TYPE A PER CALTRANS
STANDARD SPECIFICATIONS SECTION 39. TACK COAT SHALL BE
APPLIED PRIOR TO PLACING HMA.
4.HMA DEPTH SHALL MATCH EXISTING OR BE PER THIS DETAIL,
WHICHEVER IS GREATER.
5.FOR TRENCHES IN AREAS THAT DO NOT HAVE ASPHALT PAVEMENT,
THE HMA SHOWN IN THIS DETAIL SHALL BE SUBSTITUTED WITH
REQUIRED SURFACE MATERIAL. SUBSTITUTED SURFACE MATERIAL
SHALL MATCH THE EXISTING SURFACE UNLESS OTHERWISE
INDICATED.
6.AGGREGATE BASE (AB) SHALL BE CLATRANS CLASS 2. MOISTURE
CONDITION AND COMPACT TO AT LEAST 95 PERCENT RELATIVE
COMPACTION.
7.FOR SLURRY CEMENT OR CONTROLLED LOW-STRENGTH MATERIAL
(CLSM) BACKFILL, SEE CALTRANS STANDARD SPECIFICATIONS
SECTION 19-3.
8.CONTRACTOR SHALL IMPLEMENT ADEQUATE MEASURES TO
ANCHOR THE PIPE IN PLACE DURING PLACEMENT OF SLURRY
CEMENT OR CLSM.
9.IF UNSUITABLE MATERIAL (I.E. BAY MUD) IS ENCOUNTERED AT THE
BOTTOM OF THE EXCAVATED TRENCH, STABILIZE THE SUBGRADE BY
EXCAVATING A MINIMUM OF 12" OF SOIL AND PLACE AT LEAST 12" OF
3/4" CRUSHED ROCK FULLY WRAPPED IN FILTER FABRIC AS
DIRECTED BY THE ENGINEER. COMPACT TO 90% MIN RELATIVE
COMPACTION.
10.SEE ELECTRICAL SHEETS FOR DUCT BANK DETAILS AND ADDITIONAL
TRENCH REQUIREMENTS.
12
"
1 2 P
I
P
E
O
D
6" CLR
PIPE OD OR
OUTER EDGE OF
CONCRETE DUCT BANK
12
"
C
L
2
AB
95
%
R
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3
6
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9
NOTE: EXISTING PAVEMENT WHICH IS TO BE JOINED BY
NEW PAVEMENT SHALL BE SAW CUT VERTICALLY TO
PROVIDE STRAIGHT, TRUE, AND NEAT JOINTS. THE
VERTICAL EDGES SHALL BE TACKED PRIOR TO PAVING.
SUBGRADE, MOISTURE
CONDITION AND COMPACT TO AT
LEAST 90 PERCENT RELATIVE
COMPACTION
CLASS II AB
MOISTURE CONDITION AND
COMPACT TO AT LEAST 95
PERCENT RELATIVE
COMPACTION
4"
H
M
A
12
"
C
L
2
AB
6"x6" 10 GAUGE WIRE MESH
CENTERED IN PCC.
2" CLR FROM EDGES
NOTE: CONSTRUCT CONTRACTION JOINTS AT 4' INTERVALS.
JOINTS SHALL BE "WEAKENED PLANE JOINT DETAIL" PER
CITY STANDARD 3-1-141C "MISCELLANEOUS DETAILS -
CURB, GUTTER, AND SIDEWALK".
SUBGRADE, MOISTURE
CONDITION AND COMPACT TO AT
LEAST 90 PERCENT RELATIVE
COMPACTION
CLASS II AB
MOISTURE CONDITION AND
COMPACT TO AT LEAST 95
PERCENT RELATIVE
COMPACTION
4"
P
C
C
8"
C
L
2
AB
6"
(TYP)
SHEET ______ OF ______
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RECORD DRAWING
This record drawing has been prepared, entirely or in part on the basis of
unverified information compiled and furnished by others to the preparer
who is not responsible for any inaccuracies, errors or omissions which
may have been incorporated into the document as a result.
RE
C
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STANDARD TRENCH WITHIN
CALTRANS RIGHT-OF-WAY
STANDARD TRENCH OUTSIDE OF
CALTRANS RIGHT-OF-WAY
C:
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CITY OF SAN MATEO
STANDARD CURB, GUTTER,
AND SIDEWALK
C-032
C-030
C-031
ASPHALT CEMENT PAVEMENT C-033
PORTLAND CEMENT PAVEMENT C-034
Fr
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1
2
,
2
0
2
1
3
:
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:
1
3
P
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TS
38TH AVE
EX 8" 38TH AVE LIFT STATION SS FORCE
MAIN. CONTINUES TO DISCHARGE TO CITY SS
STRUCTURE 515-04 AT THE INTERSECTION
OF EL CAMINO REAL AND 36TH AVE.
LOCAL CONTROL POINT
FOR GENERATOR SITE
N 2021733.80,
E 6041410.62
118
119
117
116
120
121
ABANDON EX ELECTRICAL SERVICE.
COORDINATE WITH PG&E FOR
REMOVAL OF WIRES. PLUG CONDUIT
ENDS W/ CONCRETE AND FILL W/ CLSM
REMOVE EX
SSMH 535-35
REMOVE EX 6" SS FROM
SSMH 535-35 TO SSMH 536-04
CA
L
T
R
A
N
S
R
/
W
BE
R
E
S
F
O
R
D
S
T
REMOVE EX
SSMH 536-04
EX SSMH 536-11
120.88 RE
117.70 IE 8" SE TO BE PLUGGED
117.67 IE 12" NW
ABANDON EX 10" SS FROM SSMH 536-04 TO
EX LIFT STATION WET WELL. PLUG BOTH
ENDS W/ CONCRETE AND FILL W/ CLSM
REMOVE PLUG VALVE CANS AND
COVERS AND PATCH PAVEMENT
ABANDON EX 8" SS FORCE MAIN FROM
EX LIFT STATION DRY WELL TO NEW
FORCE MAIN CONNECTION POINT AND
TO SSMH 536-11. PLUG ENDS W/
CONCRETE AND FILL W/ CLSM
PLUG EX SS FORCE MAIN PIPE
AT MANHOLE W/ CONCRETE
EX LIFT STATION
ABANDON EX LIFT STATION
SEE SHEET 009-C-1002
LOCAL CONTROL POINT
N 2021715.44,
E 6041599.52
CALT
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118
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SHEET ______ OF ______
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RECORD DRAWING
This record drawing has been prepared, entirely or in part on the basis of
unverified information compiled and furnished by others to the preparer
who is not responsible for any inaccuracies, errors or omissions which
may have been incorporated into the document as a result.
RE
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2/
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SCALE IN FEET
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009-C-1001
G
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38
T
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2
009-C-1003 1
009-C-1002
DEMOLITION SITE PLAN
DEMOLITION
GENERATOR SITE PLAN
GENERAL SHEET NOTES
ALL WORK WITHIN THE STATE RIGHT-OF-WAY (CALTRANS R/W)
SHALL BE DONE ACCORDING TO THE STATE STANDARD PLANS.
PROTECT, REPAIR, OR REPLACE EXISTING UTILITIES TO THE
STANDARDS OF FACILITY OWNER AS REQUIRED TO COMPLETE
WORK.
WHERE EXISTING PAVEMENT OR SUBGRADE IS REMOVED OR
DAMAGED WITHIN CALTRANS RIGHT-OF-WAY, RESTORE
PAVEMENT AND SUBGRADE PER DETAIL C-030 ON SHEET
009-C-5003.
WHERE EXISTING PAVEMENT OR SUBGRADE IS REMOVED OR
DAMAGED OUTSIDE OF CALTRANS RIGHT-OF-WAY, RESTORE
PAVEMENT AND SUBGRADE PER DETAIL C-031 ON SHEET
009-C-5003.
1.
2.
3.
4.
3
009-C-1004
FORCE MAIN CONNECTION DEMOLITION PLAN
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TS
TS
TS
TS
GUTTER
CURB
CA
L
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R
/
W
S
4
6
°
4
4
'
0
0
"
E
PR
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A
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R
/
W
38TH AVE
EL
C
A
M
I
N
O
R
E
A
L
CB
117.37 TC
113.67 IE 12" SE (OUT)
REMOVE
EX WM BOX
BACKFLOW PREVENTER
PROTECT IN PLACE (TYP)
GAS METER
BOW
WATER
STANDPIPE FDC
CU
R
B
BO
W
EX DRY WELL
ACCESS MANHOLE
TO BE REMOVED
ABANDON EX
BELOW-GRADE LIFT
STATION WET WELL
AND DRY WELL
SEE SHEET 009-C-1004
EX WET WELL
ACCESS MANHOLE
TO BE REMOVED
REMOVE EX SIDEWALK,
CURB, AND GUTTER
FILL W/ CLSM AND
ABANDON EX 10" SS TO
EX WET WELL (MANHOLE
TO WET WELL)
REMOVE EX LANDSCAPING, VEGETATION,
AND IRRIGATION SYSTEM AS REQ'D FOR
DEMOLITION AND IMPROVEMENT WORK
EX DRY WELL HATCH
TO BE REMOVED
REMOVE EX ANTENNA
POLE AND FOUNDATION
RELOCATE EX
IRRIGATION BOX
SEE SHEET 009-C-2601
REMOVE EX AC
PAVEMENT
EX 8" SS FORCE MAIN
TO BE ABANDONED
AND FILLED W/ CLSM
SEE SHEET 009-C-1001
ABANDON EX ELECTRICAL
SERVICE. COORDINATE
WITH PG&E FOR REMOVAL
OF WIRES. PLUG CONDUIT
ENDS W/ CONCRETE AND
FILL W/ CLSM
REMOVE EX LIFT
STATION ELECTRIC
AND CONTROL PANEL
AND CONCRETE
FOUNDATION
EX DRY WELL
VENTILATION GRATE
TO BE REMOVED
BUILDING WM BOX
WM BOX
REMOVE EX
CURB RAMP
PROTECT EX WATER VALVE
BOX AND ALL BELOW-GRADE
WATER SYSTEM COMPONENTS
GUTTER
PC
C
S
I
D
E
W
A
L
K
REMOVE EX CB FRAME AND
COVER TO BE REPLACED
PC
C
G
U
T
T
E
R
REMOVE EX "NO DUMPING
DRAINS TO BAY" SIGN
AND REPLACE AFTER
SIDEWALK INSTALLATION
PROTECT
EX TREE
PRIVATE R/W
S 62°14'40" W
CITY OF SAN MATEO R/W
PROPERTY CORNER (N 2021715.44,
E 6041599.52) TO SERVE AS LOCAL
PROJECT CONTROL POINT FOR
LOCATING IMPROVEMENTS
BUILDING CORNER
N 2021721.37,
E 6041586.07
BUILDING CORNER
N 2021700.74,
E 6041565.47
BEAR
I
N
G
N
4
4
°
5
7
'
4
5
"
E
CAP & REMOVE
EX WATER LINE
SS LATERAL
SHEET ______ OF ______
DR
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:
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RECORD DRAWING
This record drawing has been prepared, entirely or in part on the basis of
unverified information compiled and furnished by others to the preparer
who is not responsible for any inaccuracies, errors or omissions which
may have been incorporated into the document as a result.
RE
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LIFT STATION DEMOLITION SITE PLAN1 0 2 4
SCALE IN FEET
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009-C-1002
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009-C-1001
GENERAL SHEET NOTES
ALL WORK WITHIN THE STATE RIGHT-OF-WAY (CALTRANS R/W)
SHALL BE DONE ACCORDING TO THE STATE STANDARD PLANS.
PROTECT, REPAIR, OR REPLACE EXISTING UTILITIES TO THE
STANDARDS OF FACILITY OWNER AS REQUIRED TO COMPLETE
WORK.
MINIMUM EXTENTS OF SIDEWALK, CURB, AND GUTTER
REMOVAL ARE SHOWN. SIDEWALK , CURB, AND GUTTER SHALL
BE REMOVED BEYOND EXTENTS SHOWN TO THE NEAREST
EXISTING SCORE LINES. ANY SIDEWALK, CURB, OR GUTTER
DAMAGE BY CONTRACTOR SHALL BE REPLACED.
PROTECT EXISTING WATER SERVICES. DO NOT DISTURB
WATER SERVICE TO CUSTOMERS.
1.
2.
3.
4.
Fr
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REMOVE EX AC PAVEMENT TO
EXTENTS OF CONSTRUCTION
SEE SHEET 009-C-2602
PRIVATE R/W N 45°13'38" W
PR
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0
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6
3
°
4
5
'
2
2
"
W
REMOVE EX CURB
AND GUTTER
120.28 TC FACE
120.26 TC BACK
119.88 FL
120.36 TC FACE
120.38 TC BACK
119.93 FL
120.50 TC FACE
120.47 TC BACK
120.09 FL
120.52 TC FACE
120.05 FL
120.54 TC FACE
120.13 FL
120.58 TC FACE
120.13 FL
120.58 TC FACE
120.17 FL
120.53 TC FACE
120.10 FL
PRIVATE R/W N 45°13'38" W
CURB
GUTTER
REMOVE EX CURB
AND GUTTER
CITY OF SAN MATEO R/W
CITY OF SAN MATEO R/W
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PAVEMENT MARK
STRIPE (TYP)
WOOD FENCE
120.51 TC BACK
120.89 TC BACK
PROPERTY CORNER
(N 2021733.80 N, E 6041410.62)
TO SERVE AS LOCAL
PROJECT CONTROL POINT
FOR LOCATING
IMPROVEMENTS AT THIS
GENERATOR SITE
PROTECT EX TREES AND ROOTS
IN PLACE (TYP)
(TREES AND ROOTS NOT SHOWN)
120.42 AC
120.15 AC
120.86 AC
121.07
PV MARK
120.94
PV MARK
121.12 AC
120.87
PV MARK
120.83 AC
EX OVERHEAD UTILITY.
(APPROXIMATE LOCATION)
PROTECT IN PLACE AND USE
EXTREME CAUTION
REMOVE EX
WOOD FENCE
PROTECT IN PLACE EX WOOD
FENCE TO REMAIN (TYP)
SHEET ______ OF ______
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RECORD DRAWING
This record drawing has been prepared, entirely or in part on the basis of
unverified information compiled and furnished by others to the preparer
who is not responsible for any inaccuracies, errors or omissions which
may have been incorporated into the document as a result.
RE
C
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BC
2/
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DEMOLITION GENERATOR SITE PLAN2 0 2 4
SCALE IN FEET
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009-C-1003
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009-C-1001
GENERAL SHEET NOTES
PROTECT, REPAIR, OR REPLACE EXISTING UTILITIES TO THE
STANDARDS OF FACILITY OWNER AS REQUIRED TO COMPLETE
WORK.
EXTENTS OF CURB, GUTTER, AND PAVEMENT REMOVAL
SHOWN ARE APPROXIMATE. CURB AND GUTTER SHALL BE
REMOVED TO THE NEAREST EXISTING SCORE LINE. ANY
DAMAGED PAVEMENT SHALL BE REPLACED.
EXACT EXTENTS OF WOOD FENCE DEMOLITION SHALL BE AS
DIRECTED BY THE RESIDENT PROJECT REPRESENTATIVE IN
THE FIELD.
1.
2.
3.
Fr
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1
2
,
2
0
2
1
3
:
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7
:
0
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P
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A
REMOVE TOP 4' OF
EX STRUCTURE INCLUDING ALL
MANHOLES, HATCHES, GRATES,
AND OTHER COMPONENTS
EX WET WELL ACCESS
MANHOLE TO BE REMOVED
EX DRY WELL VENTILATION
GRATE TO BE REMOVEDEX DRY WELL ACCESS FRAME
AND COVER TO BE REMOVED
EX DRY WELL HATCH
TO BE REMOVED
EX WATER METER BOX
MAINTAIN EX WATER SERVICE
THROUGHOUT DURATION OF
CONSTRUCTION
009-C-1004
REMOVE EX STRUCTURE TO
MIN 4' BELOW FINISH GRADE
FILL ABANDONED
STRUCTURES W/ CLSM
TOP EL VARIES
EL 117.5± TO 118.0±
EX WET WELL INV
EL 94.78
REMOVE EX PUMPS,
PIPING, AND
APPURTENANCES (TYP)
REMOVE
EX LADDER
PROTECT EX WATER METER BOX
OR REPLACE IN KIND (OBTAIN
FROM CAL WATER IF NEEDED)
REMOVE
EX LADDER
PENETRATE BOTTOM TO
ALLOW DRAINAGE (TYP)
EX 10" GRAVITY INFLUENT PIPE
(IN FRONT OF SECTION)
TO BE PLUGGED
A
REMOVE EX PUMPS, PIPING,
AND APPURTENANCES (TYP)PLUG EX FORCE MAIN PIPE
W/ CONCRETE, MIN 12" DEPTH
EX 8" SS FORCE MAIN PIPE
PORTION TO BE ABANDONED
AND FILLED W/ CLSM
SEE SHEET 009-C-1001
REMOVE EX PIPING
WITHIN DRY WELL
EX 10" SS TO SSMH 536-04
TO BE ABANDONED AND
FILLED W/ CLSM
PLUG EX 10" GRAVITY INFLUENT
PIPE W/ CONCRETE, MIN 12" DEPTH
009-C-1004
NOTE: EXACT EXISTING PIPING SIZES AND CONFIGURATION IS UNKNOWN.
EX 8" PLUG VALVE
REMOVE EX 45° ELBOW
EX 8" SS FORCE MAIN PIPE TO CITY SS STRUCTURE 515-04 AT
INTERSECTION OF EL CAMINO REAL AND 36TH AVE.
POT HOLE PIPE PRIOR TO CONSTRUCTION OF NEW SS FORCE
MAIN TO DETERMINE EXACT LOCATION AND ELEVATION
PLUG EX FORCE MAIN PIPE
W/ CONCRETE, MIN 12" DEPTH
EX 8" ACP FORCE MAIN
PIPE TO EX SSMH 536-22
TO BE ABANDONED AND
FILLED W/ CLSM
SEE SHEET 009-C-1001
EX 8" ACP FORCE MAIN PIPE
FROM EX 38TH AVE LIFT STATION
TO BE ABANDONED AND FILLED
W/ CLSM
SEE SHEET 009-C-1001
REMOVE EX PIPE AS REQ'D FOR
NEW FORCE MAIN CONNECTION
SHEET ______ OF ______
DR
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RECORD DRAWING
This record drawing has been prepared, entirely or in part on the basis of
unverified information compiled and furnished by others to the preparer
who is not responsible for any inaccuracies, errors or omissions which
may have been incorporated into the document as a result.
RE
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1
SECTION
SCALE: 1/2" = 1'-0"
A
WET AND DRY WELL TOP DEMOLITION PLAN
SCALE: 1/2" = 1'-0"
WET AND DRY WELL PIPING DEMOLITION PLAN
SCALE: 1/2" = 1'-0"
C:
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009-C-1004
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FORCE MAIN CONNECTION DEMOLITION PLAN
SCALE: 1/2" = 1'-0"
0 2 4
SCALE IN FEET
3
009-C-1001
GENERAL SHEET NOTES
ALL WORK WITHIN THE STATE RIGHT-OF-WAY (CALTRANS R/W)
SHALL BE DONE ACCORDING TO THE STATE STANDARD PLANS.
PROTECT, REPAIR, OR REPLACE EXISTING UTILITIES TO THE
STANDARDS OF FACILITY OWNER AS REQUIRED TO COMPLETE
WORK.
NOT ALL ITEMS WITHIN EXISTING WET AND DRY WELL
STRUCTURE ARE SHOWN. CONTRACTOR SHALL COMPLETELY
REMOVE ALL ITEMS WITHIN STRUCTURE. REMOVE ALL
MECHANICAL AND ELECTRICAL SYSTEM COMPONENTS,
INCLUDING, AIR DUCTING, ELECTRICAL CONDUITS AND
WIRING, DEWATERING PUMP AND PIPING, AND SUPPORTS.
1.
2.
3.
009-C-1004
Fr
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,
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1
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1
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7
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2
P
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TS
38TH AVE
EX 8" 38TH AVE LIFT STATION SS FORCE
MAIN. CONTINUES TO DISCHARGE TO CITY SS
STRUCTURE 515-04 AT THE INTERSECTION
OF EL CAMINO REAL AND 36TH AVE.
ELECTRICAL DUCT BANK
FROM LIFT STATION SITE
TO GENERATOR SITE
LOCAL CONTROL POINT
FOR GENERATOR SITE
N 2021733.80,
E 6041410.62
118
119
117
116
120
121
SSMH-301
SSMH 535-35
SSMH 536-0412" SS (PV05)
8" SS (PV05)
8" FM (PV04)
12" SS (PV05)
CA
L
T
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A
N
S
R
/
W
BE
R
E
S
F
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D
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EX SSMH 536-11
120.88 RE
117.70 IE 8" SE TO BE PLUGGED
117.67 IE 12" NW
LOCAL CONTROL POINT
N 2021715.44,
E 6041599.52
ELECTRICAL SERVICE
DROP FROM EX POLE TO
GENERATOR SITE
SEE ELECTRICAL SHEETS
CALT
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119
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SHEET ______ OF ______
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:
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I
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RECORD DRAWING
This record drawing has been prepared, entirely or in part on the basis of
unverified information compiled and furnished by others to the preparer
who is not responsible for any inaccuracies, errors or omissions which
may have been incorporated into the document as a result.
RE
C
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2/
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0 20 40
SCALE IN FEET
C:
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BY
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17
009-C-2001
G
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A
LN
F
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A
1"
=
2
0
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02
/
1
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1
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A
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P
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A
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3
009-C-2602
10
009-C-4803
GENERATOR SITE PLAN
CONDUIT PLAN - III
9
009-C-4802
CONDUIT PLAN - II
8
009-C-4801
CONDUIT PLAN - I
5
009-C-2802
GRAVITY MAIN PLAN - I
1
009-C-2501
SIDEWALK, CURB, AND
CURB RAMP PLAN
4
009-C-2801
FORCE MAIN PLAN
6
009-C-2803
GRAVITY MAIN PLAN - II
GENERAL SHEET NOTES
ALL WORK WITHIN THE STATE RIGHT-OF-WAY (CALTRANS R/W)
SHALL BE DONE ACCORDING TO THE STATE STANDARD PLANS.
PROTECT, REPAIR, OR REPLACE EXISTING UTILITIES TO THE
STANDARDS OF FACILITY OWNER AS REQUIRED TO COMPLETE
WORK.
CONTRACTOR SHALL CONFIRM THE LOCATION OF ALL EXISTING
FACILITIES AND ELEVATIONS OF EXISTING SEWER SYSTEM AT
POINTS OF CONNECTIONS TO NEW SEWER SYSTEM PRIOR TO
CONSTRUCTION AND PRIOR TO ORDERING AND FABRICATING
MATERIALS. CONTRACTOR SHALL NOTIFY THE CITY OF ANY
POTENTIAL CONFLICTS.
SEE SHEET 009-C-2701 FOR CONCEPTUAL EL CAMINO REAL
TRAFFIC CONTROL PLAN.
1.
2.
3.
4.
7
009-C-3602
FORCE MAIN CONNECTION PLAN
2
009-C-2601
LIFT STATION
SITE PLAN
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6.25'
0.50'
(
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2.
9
6
'
2.7
5
'
6.
2
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'
CU
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B
3.0
0
'
CITY OF SAN MATEO R/W
N 63°45'22" E
29.67'
N
4
5
°
1
3
'
3
8
"
W
9.
6
4
'
PRIVATE R/W BEARING N 63°45' 22" E
PC
C
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T
E
R
AC
P
A
V
E
M
E
N
T
CURVE
1
∆=90°52'32"
R=12.20
L=19.34
C
UR
VE
2
∆=14°20'53"
R
=20.87
L=5.23
PC
C
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AC
P
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CU
R
B
STA 0+35.42
BOTTOM OF
FLARE SLOPE
TC 117.45
FL 117.45
STA 0+49.01
END CURVE 1
BEGIN CURVE 2
BOTTOM OF FLARE SLOPE
TC 117.64
FL 117.64
TOP OF FLARE SLOPE
TC TO MATCH EX BOW (118.60±)
STA 0+29.67
BEGIN CURVE 1
STA 0+63.88
TOP OF FLARE SLOPE
CONFORM TO EX CURB
AND GUTTER
TC 118.44±
FL 118.02±
RETAINING CURB
STA 0+00
CONFORM TO EX CURB
TC 117.47±
FL 116.97±
STA 0+54.24
END CURVE 2
ADJUST EX CB INLET TO
CONFORM W/ FINISH
GRADE OF NEW GUTTER
PAINT CURB RED
FROM STA 0+00 TO 0+35.42
STA 0+13.44
TC 117.35
FL 116.85
TC 118.04
BOW 117.54
CB
117.37 TC
113.67 IE 12" SE (OUT)
BACKFLOW
PREVENTER (TYP)
WATER
STANDPIPE FDC
BUILDING
WM BOX
EL 118.32
WM BOX
EL 118.47
DETECTABLE WARNING SURFACE
PER CALTRANS SPECIFICATIONS
AND STANDARD PLAN A88A
CONCRETE SLAB
EL 118.26
TC 118.21
BOW 117.63
CONFORM
TO EX BOW
ADJUST EX WATER VALVE
COVER TO CONFORM WITH
GRADE OF CURB RAMP
STA 0+28.32
TOP OF FLARE SLOPE
TC 117.72
FL 117.22
WET WELL
TOP EL 117.45
VALVE VAULT
TOP EL 117.37
CONFORM PCC
GUTTER TO EX AC
PAVEMENT
EL 118.04
CONFORM PCC
GUTTER TO EX
AC PAVEMENT
EL 118.26
CONFORM PCC GUTTER
TO EX AC PAVEMENT
EL 118.34±
CONFORM PCC GUTTER
TO EX AC PAVEMENT
EL 117.72
CONFORM PCC GUTTER
TO EX AC PAVEMENT
EL 117.40
CONFORM PCC GUTTER
TO EX AC PAVEMENT
EL 117.24
TC 117.78
BOW 117.78
CONFORM PCC
GUTTER TO EX AC
PAVEMENT EL 117.01±
PAINT CURB RED
FROM STA 0+49.01 TO EXTENTS
OF EXISTING RED PAINT
(APPROXIMATELY 20 LF
BEYOND STA 0+63.88)
CABLE TERMINATION
PANEL
LOCAL CONTROL PANEL
RELOCATED
IRRIGATION BOX
WM BOX
38TH AVE
EL
C
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A
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BEAR
I
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N
4
4
°
5
7
'
4
5
"
E
BUILDING CORNER
N 2021721.37, E 6041586.07
BUILDING CORNER
N 2021700.74, E 6041565.47
SS LATERAL
SHEET ______ OF ______
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RECORD DRAWING
This record drawing has been prepared, entirely or in part on the basis of
unverified information compiled and furnished by others to the preparer
who is not responsible for any inaccuracies, errors or omissions which
may have been incorporated into the document as a result.
RE
C
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SIDEWALK, CURB, AND CURB RAMP PLAN1
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18
009-C-2501
G
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F
G
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A
1"
=
2
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02
/
1
3
/
1
9
02
/
1
3
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1
9
02
/
1
3
/
1
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CI
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38
T
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A
N
009-C-2001
GENERAL SHEET NOTES
ALL WORK WITHIN THE STATE RIGHT-OF-WAY (CALTRANS R/W)
SHALL BE DONE ACCORDING TO THE STATE STANDARD PLANS.
PROTECT, REPAIR, OR REPLACE EXISTING UTILITIES TO THE
STANDARDS OF FACILITY OWNER AS REQUIRED TO COMPLETE
WORK.
SEE CALTRANS STANDARD PLAN A88A SECTION C FOR
TYPICAL SECTION THROUGH CURB RAMP. MINIMUM SIDEWALK
AND RAMP THICKNESS SHALL BE PER CALTRANS STANDARD
PLAN A88A NOTE 10.
WHERE NEW SIDEWALK MEETS EXISTING SIDEWALK, NO. 5
REBAR DOWELS SHALL BE PLACED AT 12" OC WITH 6" MIN
EMBEDMENT.
WITHIN CALTRANS RIGHT-OF-WAY, NEW CONCRETE SIDEWALK
SHALL BE PER CALTRANS STANDARD SPECIFICATION SECTION
73.
WITHIN CITY OF SAN MATEO RIGHT-OF-WAY, SIDEWALK SHALL
BE ACCORDING TO CITY STANDARD 3-1-141C "MISCELLANEOUS
DETAILS - CURB, GUTTER, AND SIDEWALK".
1.
2.
3.
4.
5.
6.
0 2 4
SCALE IN FEET
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GUTTER
CURB
CA
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R
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S
4
6
°
4
4
'
0
0
"
E
PR
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R
/
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38TH AVE
EL
C
A
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I
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O
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E
A
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CB
117.37 TC
113.67 IE 12" SE (OUT)
BACKFLOW PREVENTER
PROTECT IN PLACE (TYP)
GAS METER
BOW
WATER
STANDPIPE FDC
BOW
CU
R
B
BO
W
GUTTER
CURB
SEE SHEET
009-C-2803
BUILDING WM BOX
WM BOX
SEE SHEET
009-C-2801
PRIVATE R/W
S 62°14'40" W
CITY OF SAN MATEO R/W
PROPERTY CORNER (N 2021715.44,
E 6041599.52) TO SERVE AS LOCAL
PROJECT CONTROL POINT FOR
LOCATING IMPROVEMENTS
BUILDING CORNER
N 2021721.37,
E 6041586.07
BUILDING CORNER
N 2021700.74,
E 6041565.47
BEAR
I
N
G
N
4
4
°
5
7
'
4
5
"
E
WET WELL
SEE SHEET 009-C-3601
VALVE VAULT
SEE SHEET
009-C-3601
WV
EX LIFT STATION
STRUCTURE TO BE
ABANDONED
8" FM (PV04)
12" SS (PV05)
CURB RAMP
SEE SHEET 009-C-2501
ELECTRICAL CONDUIT
SEE SHEET 009-C-4801
HOSE BIB
RELOCATED
IRRIGATION BOX
BFP W/ PROTECTIVE
ENCLOSURE PER CAL WATER
DRAWING NO. CW-1002R4
EX 10" SS TO BE
ABANDONED
WM AND BOX PER CAL
WATER STANDARDS
HOT TAP WATER SERVICE PER
CAL WATER STANDARDS.
COORDINATE ALL WATER
SERVICE WORK W/ CAL WATER
PRIOR TO ORDERING
MATERIALS OR BEGINNING
CONSTRUCTION
RESTORE LANDSCAPING AND
IRRIGATION SYSTEM (TYP)
GUTTER
SEE SHEET 009-C-2501
SIDEWALK
SEE SHEET 009-C-2501
REPLACE EX "NO DUMPING
DRAINS TO BAY" SIGN
A
D
BC
5.
7
5
'
17.50'1" TYPE "K" SOFT, ROLLED
COPPER TUBING OR AS
SPECIFIED BY CAL WATER
(TYP)
FORCE MAIN SHALL
HAVE STEEL CASING
PER SHEET 009-C-2501
SS LATERAL
SHEET ______ OF ______
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RECORD DRAWING
This record drawing has been prepared, entirely or in part on the basis of
unverified information compiled and furnished by others to the preparer
who is not responsible for any inaccuracies, errors or omissions which
may have been incorporated into the document as a result.
RE
C
O
R
D
D
R
A
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I
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BC
2/
1
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2
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1
LIFT STATION SITE PLAN2 0 2 4
SCALE IN FEET
C:
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009-C-2601
G
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A
LN
F
G
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A
1"
=
2
'
08
/
1
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/
1
9
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/
1
3
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1
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/
1
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CI
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T
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T
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I
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SI
T
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P
L
A
N
009-C-2001
GENERAL SHEET NOTES
ALL WORK WITHIN THE STATE RIGHT-OF-WAY (CALTRANS R/W)
SHALL BE DONE ACCORDING TO THE STATE STANDARD PLANS.
PROTECT, REPAIR, OR REPLACE EXISTING UTILITIES TO THE
STANDARDS OF FACILITY OWNER AS REQUIRED TO COMPLETE
WORK.
SEE SHEET 009-E-2601 FOR ELECTRICAL SITE PLAN.
CONTRACTOR SHALL COORDINATE WITH CAL WATER FOR
WATER SERVICE INSTALLATION.
EXPANSION JOINT MATERIAL SHALL BE INSTALLED BETWEEN
PRECAST CONCRETE STRUCTURES AND SURROUNDING
CONCRETE. EXPANSION JOINT MATERIAL SHALL BE "FIBRE
EXPANSION JOINT" BY W.R. MEADOWS OR APPROVED EQUAL.
ALL WATER SERVICE COMPONENTS SHALL BE NSF-61
CERTIFIED FOR DRINKING WATER USE.
WET WELL SUPPORT OF EXCAVATION TO BE CONSTRUCTED IN
ACCORDANCE WITH SPECIFICATION SECTION 31 57 00 -
SECANT PILING, SECTION 31 63 26 - DRILLED CAISSON, OR
SECTION 31 64 16 - EXCAVATED CAISSON OR APPROVED
EQUAL AS ACCEPTED BY THE ENGINEER. SUPPORT OF
EXCAVATION SYSTEMS USING SOLDIER PILES AND LAGGING
AND/OR SHEET PILES IS NOT ALLOWED.
SUPPORT OF EXCAVATION SYSTEM SHALL BE WATERTIGHT
SUCH THAT THERE IS NO MORE THAN ONE FOOT OF
DRAW-DOWN OF THE WATER TABLE FROM OUTSIDE OF THE
EXCAVATION.
1.
2.
3.
4.
5.
6.
7.
8.
Fr
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a
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,
F
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b
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a
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1
2
,
2
0
2
1
3
:
5
8
:
0
3
P
M
SHEET KEYNOTES
CABLE TERMINATION PANEL. SEE DETAIL E-901 ON SHEET
000-E-5002.
FOUNDATION FOR CABLE TERMINATION PANEL. SEE DETAIL
S-902 ON SHEET 000-S-5002. FOUNDATION TOP ELEVATION
SHALL BE 117.67. FOUNDATION SHALL EXTEND 3.00 INCHES
BEYOND PANEL BASE.
LOCAL CONTROL PANEL. SEE ELECTRICAL SHEETS.
FOUNDATION FOR LOCAL CONTROL PANEL. SEE DETAIL S-902
ON SHEET 000-S-5002. FOUNDATION TOP ELEVATION SHALL BE
117.67. FOUNDATION SHALL EXTEND 3.00 INCHES BEYOND
PANEL BASE.
A.
B.
C.
D.
GUTTER
PRIVATE R/W N 45°13'38" W
PR
I
V
A
T
E
R
/
W
2
1
.
0
5
'
S
6
3
°
4
5
'
2
2
"
W
CURB
PRIVATE R/W N 45°13'38" W
CURB
GUTTER
ASPHALT
3.75'
C-032
S
6
3
°
4
5
'
2
2
"
W
ASPHALT
C-034
CITY OF SAN MATEO R/W
CITY OF SAN MATEO R/W
CI
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Y
O
F
S
A
N
M
A
T
E
O
R
/
W
PAVEMENT MARK
STRIPE (TYP)
WOOD FENCE
120.89 TC BACK
PROPERTY CORNER
(N 2021733.80 N, E 6041410.62)
TO SERVE AS LOCAL
PROJECT CONTROL POINT
FOR LOCATING
IMPROVEMENTS AT THIS
GENERATOR SITE
PROTECT EX TREES AND ROOTS
IN PLACE (TYP)
(TREES AND ROOTS NOT SHOWN)
120.42 AC
120.15 AC
120.86 AC
121.07
PV MARK
120.94
PV MARK
121.12 AC
120.87
PV MARK
120.83 AC
EX OVERHEAD UTILITY.
(APPROXIMATE LOCATION)
PROTECT IN PLACE AND USE
EXTREME CAUTION
6.00' TALL
POWDER-COATED
ALUMINUM LOUVER FENCE
8.50' WIDE
CANTILEVER GATE
AC PAVEMENT. 2.00' MIN FROM NEW
CONCRETE GUTTER TO EX AC PAVEMENT.
RESTORE ANY
DISTURBED AREA
(TYP)
CONCRETE CURB
SEE DETAIL
GUTTER TO TRANSITION
TO EX GUTTER
PREPARE AND
PAINT EX RED CURB
TO EXTENTS OF EX
RED PAINT
TC 120.98
FL 120.51
CONFORM TO
EXISTING CURB
TC 120.23±
FL 119.84±
R=3.00'
R=3.00'
R=3.00'CONFORM TO EX CURB
121.00 TC FACE
120.54 FL
ELECTRICAL CONDUITS TO
PUMP STATION SITE
SEE SHEETS 009-C-4801,
009-C-4802, AND 009-C-4803
EDGE OF CONCRETE
CONFORM TO
EX GUTTER LIP
119.90±
SUPPORT POSTS FOR
CANTILEVER GATE PER GATE
MANUFACTURER
CONFORM TO
EX GUTTER LIP
EL 120.61±
TC 120.92
FL 120.42
TC 120.67
FL 120.17
TC 120.61
FL 120.11
TC 120.35
FL 119.85
TC 120.78
BC 120.99
TC 120.70
P.C.C. PAVEMENT (TYP)
SEE DETAIL
A
B
E
G
H
C
D
F
18.50' TO END OF
GENERATOR
5.25'
2.00'
7.00'
3.50'
4.50' GATE OPENING
2.
3
3
'
2.
2
5
'
1.
2
5
'
3.58'
6.00'
6.00'
2.
2
5
'
9.00'
0.75'
1.
2
5
'
22.83'
7.00'
9.00' MIN TO END
OF GENERATOR
5.00'
M
I
N
PAD 121.17
PV 120.80
PAD 121.17
PV 120.85
PAD 121.17
PV 120.67
PAD 121.17
PV 120.72
PAD 121.17
PV 120.52
PAD 121.17
PV 120.50
PAD 120.75
PV 120.45
PAD 120.75
PV 120.40
PAD 120.75
PV 120.42
PAD 120.75
PV 120.43
PAD 121.17
PV 120.77
PAD 121.17
PV 120.75
SHEET ______ OF ______
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RECORD DRAWING
This record drawing has been prepared, entirely or in part on the basis of
unverified information compiled and furnished by others to the preparer
who is not responsible for any inaccuracies, errors or omissions which
may have been incorporated into the document as a result.
RE
C
O
R
D
D
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BC
2/
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GENERATOR SITE PLAN4 0 2 4
SCALE IN FEET
C:
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009-C-2602
G
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A
1"
=
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CI
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38
T
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T
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N
G
E
N
E
R
A
T
O
R
S
I
T
E
P
L
A
N
GENERAL SHEET NOTES
SEE SHEET 009-E-2602 FOR ELECTRICAL SITE PLAN.
SITE SPACE IS LIMITED. GENERATOR AND ASSOCIATED EQUIPMENT
SHALL FIT WITHIN THE DIMENSIONAL CONSTRAINTS SHOWN.
DIMENSIONS SHOWN FROM THE GENERATOR ARE FROM THE
OUTERMOST PORTION OF ALL ASSOCIATED EQUIPMENT,
INCLUDING FUEL TANK, SOUND ATTENUATING ENCLOSURE, AIR
VENTS, AND ALL OTHER COMPONENTS.
1.
2.
009-C-2001
SHEET KEYNOTES
MAIN CONTROL PANEL. SEE SHEET 009-E-3101.
FOUNDATION FOR MAIN CONTROL PANEL. SEE DETAIL S-902
ON SHEET 000-S-5002. FOUNDATION TOP ELEVATION SHALL BE
121.17. FOUNDATION SHALL EXTEND 3.00 INCHES BEYOND
PANEL BASE.
STANDBY DIESEL ENGINE-DRIVEN GENERATOR SET WITH
SUB-BASE FUEL TANK. CONTRACTOR SHALL INSTALL SO
DIESEL FUEL TANK FILL PORT IS ON THE SIDE OF THE TANK
NEAREST THE GATE (NORTHEAST END).
FOUNDATION FOR GENERATOR. SEE DETAIL S-901 ON SHEET
000-S-5002. FOUNDATION TOP ELEVATION SHALL BE 121.17.
FOUNDATION SHALL EXTEND 6.00 INCHES BEYOND
GENERATOR BASE.
PG&E ELECTRICAL SERVICE PEDESTAL.
FOUNDATION FOR PG&E ELECTRICAL SERVICE PEDESTAL.
SEE DETAIL S-902 ON SHEET 000-S-5002. CONCRETE PAD TOP
EL = 120.75. FOUNDATION SHALL EXTEND 3.00 INCHES BEYOND
PANEL BASE.
ANTENNA SUPPORT POLE. SEE DETAIL I-901 ON SHEET
000-N-5001.
LIGHTING POLE FOUNDATION. SEE DETAIL E-903 ON SHEET
000-E-5002.
A.
B.
C.
D.
E.
F.
G.
H.
Fr
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P
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38
T
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EL CAMINO REAL
37
T
H
A
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E
CHANNELIZING DEVICES PER
CONTRACTOR'S TRAFFIC
CONTROL PLAN TO CONFORM
WITH CALIFORNIA MUTCD (TYP)
TYPICAL WORK AREA
SIGNS PER CONTRACTOR'S TRAFFIC
CONTROL PLAN TO CONFORM WITH
CALIFORNIA MUTCD (TYP)
CA
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SHEET ______ OF ______
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RECORD DRAWING
This record drawing has been prepared, entirely or in part on the basis of
unverified information compiled and furnished by others to the preparer
who is not responsible for any inaccuracies, errors or omissions which
may have been incorporated into the document as a result.
RE
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009-C-2701
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P
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A
N
GENERAL SHEET NOTES
ALL WORK WITHIN THE STATE RIGHT-OF-WAY (CALTRANS R/W)
SHALL BE DONE ACCORDING TO THE STATE STANDARD PLANS.
TRAFFIC CONTROL SHOWN HEREIN IS CONCEPTUAL, AND CAN NOT
ACCOUNT FOR CONTRACTOR'S MEANS AND METHODS OF
CONSTRUCTION. AS SUCH, CONTRACTOR SHALL SUBMIT A
DETAILED PROJECT-SPECIFIC TRAFFIC CONTROL PLAN FOR
REVIEW AND APPROVAL PRIOR TO COMMENCING ANY
CONSTRUCTION ACTIVITIES WITHIN CALTRANS OR CITY
RIGHT-OF-WAY. THE TRAFFIC CONTROL PLAN SHALL BE STAMPED
AND SIGNED BY A PROFESSIONAL ENGINEER LICENSED IN THE
STATE OF CALIFORNIA. SIX COPIES OF THE SIGNED AND STAMPED
TRAFFIC CONTROL PLAN SHALL BE INCLUDED IN THE
CONTRACTOR'S APPLICATION FOR A "DOUBLE PERMIT" TO
ENCROACH ON CALTRANS RIGHT-OF-WAY. CONTRACTOR SHALL
NOT CLOSE ROADS TO TRAFFIC WITHOUT WRITTEN APPROVAL.
ALL TRAFFIC CONTROL, INCLUDING PLANS, SIGNS AND DEVICES
AND THEIR PLACEMENT, SHALL BE PERFORMED IN ACCORDANCE
WITH THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL
DEVICES (MUTCD).
CONTRACTOR SHALL LOCATE CONSTRUCTION SIGNS IN
ACCORDANCE WITH CALIFORNIA MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES.
TRAFFIC CONTROL PLANS SHALL INCLUDE TRUCK ROUTES.
CONTRACTOR SHALL NOTIFY ALL EMERGENCY SERVICES OF ROAD
CLOSURES AT LEAST ONE WEEK PRIOR TO ROAD CLOSURES.
CONTRACTOR SHALL MAINTAIN ADA PEDESTRIAN ACCESS AT
INTERSECTIONS AT ALL TIMES.
CONTRACTOR SHALL MAINTAIN DRIVEWAY ACCESS THROUGHOUT
DURATION OF CONSTRUCTION.
ANY WORK THAT IMPACTS PARKING SPACE(S) WILL REQUIRE
TEMPORARY "NO PARKING" SIGNS, WHICH SHALL BE PLACED 72
HOURS PRIOR TO THE START OF WORK.
TRAFFIC CONTROL SHALL COMPLY WITH CALTRANS
REQUIREMENTS.
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
Fr
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,
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1
2
,
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2
1
3
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8
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2
P
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11
8119
117
11
6
12
0
121
11
8
11
9
100
110
120
100
110
120
1+00 2+00 3+00 3+15
CONNECT TO EX 8" SSFM
ST
A
1
+
4
0
±
EX
4
5
°
E
L
L
IN
V
E
L
1
1
6
.
6
±
(
R
)
EX
1
2
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W
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1
1
3
.
8
±
(
U
)
12
"
S
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9
.
5
(D
)
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1
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L
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9
.
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±
(
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2
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3
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6
±
(
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VA
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A
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.
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3
CL
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1
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2
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(
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22
.
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L
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A
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5
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9
0
90
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L
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ST
A
2
+
5
4
.
5
9
CL
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L
1
1
2
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0
8
90
°
E
L
B
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W
ST
A
2
+
9
6
.
6
3
CL
E
L
1
1
2
.
0
8
(
D
)
SLOPE CONSISTANTLY FROM 90° ELBOW
TO CONNECTION TO EX FORCE MAIN
SLOPE = 4.24%±
EX
2
"
T
S
C
IN
V
E
L
1
1
1
.
2
±
(
U
)
MIN 18" CLEARANCE
BETWEEN SSFM & EX 12" W
8" FM (PV04)
DR 25, 165± LF TOTAL FM LENGTH
STEEL CASING
CENTERLINE OF CASING PIPE
SHALL MATCH THE CENTERLINE
OF FORCE MAIN PIPE (TYP)
A
TS TS
1+00
2+00
3+00
120121
119
11
8
EX 8" SS FORCE MAIN TO
DISCHARGE AT THE INTERSECTION
OF EL CAMINO REAL AND 36TH AVE
EL CAMINO REAL
EX SSMH 536-22
120 RE
117.70 IE 8" SE TO BE PLUGGED
117.67 IE 12" NW
38
T
H
A
V
E
REMOVE PLUG VALVE CANS AND
COVERS AND PATCH PAVEMENT
ABANDON EX 8"
SS FORCE MAIN
AND FILL WITH CLSM
SSMH 536-04
117
90° ELBOW, MJ
N 2021708.54
E 6041619.45
INSTALL THRUST BLOCK
W/ MIN 5.00 SQ FT
BEARING SURFACE AREA
90° ELBOW, MJ
22.5° ELBOW, MJ
N 2021734.27
E 6041606.76
INSTALL THRUST BLOCK
W/ MIN 2.00 SQ FT
BEARING SURFACE AREA
8" FM (PV04)PLUG EX SS FORCE MAIN PIPE
AT ENTRANCE TO SSMH 536-22 W/ CONCRETE
EX 8" SS FORCE MAIN
DIVERSION WYE
CALTRANS R/W
CONNECT TO EX SS FORCE MAIN PIPE.
POT HOLE EX SS FORCE MAIN PIPE PRIOR TO
CONSTRUCTION OF NEW SS FORCE MAIN TO
DETERMINE EXACT LOCATION AND ELEVATION.
STEEL CASING TO EXTEND
A MINIMUM OF 3.00' BEYOND
CALTRANS RIGHT-OF-WAY
STEEL CASING TO EXTEND TO
WITHIN 2.00' OF FITTING (TYP)
STEEL CASING (TYP)
DR 25
A
A
A
A
SHEET ______ OF ______
DR
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RECORD DRAWING
This record drawing has been prepared, entirely or in part on the basis of
unverified information compiled and furnished by others to the preparer
who is not responsible for any inaccuracies, errors or omissions which
may have been incorporated into the document as a result.
RE
C
O
R
D
D
R
A
W
I
N
G
R
BC
2/
1
2
/
2
0
2
1
KEY PLAN
PROFILE
VERTICAL SCALE: 1"=2.5'
HORIZONTAL SCALE: 1"=10'
GENERAL SHEET NOTES
PROFILE ELEVATIONS:
(U) = UNKNOWN ELEVATION
(S) = FIELD MEASUREMENT - SURVEY
(P) = FIELD MEASUREMENT - POTHOLE
(R) = RECORD DRAWING
(D) = DESIGN DRAWING
0 10 20
SCALE IN FEET
HORIZONTAL SCALE:
0 2.5 5
SCALE IN FEET
VERTICAL SCALE:
EXISTING GRADE
C:
\
p
w
w
o
r
k
d
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\
d
0
3
3
5
9
8
0
\
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-
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-
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0
1
.
d
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DW
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:
PL
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:
BY
:
22
009-C-2801
G
M
A
CJ
M
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M
A
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S
H
O
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N
08
/
1
3
/
1
9
08
/
1
3
/
1
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08
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CI
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38
T
H
A
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L
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S
T
A
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A
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P
L
A
N
A
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D
P
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F
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L
E
FORCE MAIN PLAN4
009-C-2001 SCALE: 1" = 10'
7
009-C-3602
FORCE MAIN CONNECTION PLAN
ALL WORK WITHIN THE STATE RIGHT-OF-WAY (CALTRANS R/W)
SHALL BE DONE ACCORDING TO THE STATE STANDARD PLANS.
ALL UTILITIES DEPICTED THROUGHOUT DRAWINGS ARE
APPROXIMATE ONLY AND ALL UTILITIES MAY NOT BE SHOWN.
CONTRACTOR MUST VERIFY AND PERFORM POTHOLES OF ALL
UTILITIES SHOWN OR MARKED IN THE FIELD, PRIOR TO
CONSTRUCTION.
ALL UTILITIES AND UTILITY POLES SHALL BE PROTECTED IN
PLACE UNLESS SHOWN OTHERWISE.
PROTECT OVERHEAD UTILITIES PER SPECIFICATION SECTION
01 14 00.
AFTER CONSTRUCTING IMPROVEMENTS, CONTRACTOR
SHALLRESTORE GRADES TO ORIGINAL ELEVATIONS AND
RESTORE PAVEMENT SECTION IN ACCORDANCE WITH THE
DEPICTED ASPHALT REPAIR DETAIL.
CONTRACTOR SHALL PROVIDE CONTINUOUS SANITARY
SEWAGE FLOW BYPASS PUMPING WHERE REQUIRED TO
MAINTAIN SERVICES TO CUSTOMER DURING CONSTRUCTION
OF IMPROVEMENTS.
CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORATION OF
ALL ROADWAY SURFACE FEATURES INCLUDING BUT NOT
LIMITED TO: DETECTOR LOOPS, CONDUITS, SIGNALS,
PAVEMENT MARKINGS, PAVEMENT STRIPING, AND CROSS
WALKS.
ALL BURIED DUCTILE IRON PIPE AND FITTINGS SHALL BE
EPOXY LINED AND COATED AND WRAPPED W/ POLYETHYLENE
ENCASEMENT PER AWWA STANDARD C105.
ALL PIPE AND FITTING JOINTS SHALL BE FULLY MECHANICALLY
RESTRAINED. ALL PIPE BELL AND SPIGOT JOINTS SHALL HAVE
BELL RESTRAINT HARNESSES. MECHANICAL JOINT FITTINGS
SHALL HAVE EBAA MEGALUGS OR APPROVED EQUIVALENT.
RESTRAINTS SHALL BE EPOXY COATED. RODS AND
HARDWARE SHALL BE STAINLESS STEEL. MECHANICAL
RESTRAINTS ARE NOT REQUIRED FOR PIPE JOINTS WITHIN
CASING PIPES.
PIPE TRENCH WITHIN CALTRANS RIGHT-OF-WAY SHALL BE PER
DETAIL C-030 ON SHEET 000-C-5004. PIPE TRENCH OUTSIDE OF
CALTRANS RIGHT-OF-WAY SHALL BE PER DETAIL C-031 ON
SHEET 00-C-5004.
FORCE MAIN CASING MATERIAL AND INSTALLATION SHALL
CONFORM TO THE REQUIREMENTS OF CALTRANS
ENCROACHMENT PERMIT MANUAL, CHAPTER 600 - UTILITY
PERMITS, ARTICLE 603.C - ENCASEMENTS. CASING DIAMETER
SHALL COMPLY WITH TABLE 6.7. CASING WALL THICKNESS
SHALL COMPLY WITH TABLE 6.8.
CASING ENDS SHALL BE PLUGGED WITH UN-GROUTED BRICKS
OR OTHER SUITABLE MATERIAL APPROVED BY CALTRANS.
FORCE MAIN CASING SHALL BE WELDED STEEL PIPE PER
CALTRANS STANDARD SPECIFICATIONS, SECTION 70-3.02.
CASING SHALL BE FACTORY-APPLIED FUSION-BONDED EPOXY
LINED AND COATED IN CONFORMANCE WITH THE
REQUIREMENTS OF SECTION 70-3.02B(3).
STEEL BAND CASING SPACERS SHALL BE INSTALLED AT A
MINIMUM OF EVERY SIX (6.00) FEET ON THE FORCE MAIN PIPE
(CARRIER PIPE) WITHIN THE CASING PIPE. SPACERS SHALL BE
OF THE "CENTERED AND RESTRAINED" VARIETY, WITH THE
CARRIER PIPE POSITIONED IN THE CENTER OF THE CASING
PIPE AND A MAXIMUM OF ONE (1.00) INCH CLEARANCE
BETWEEN THE SPACER RISER/RUNNER AND THE INTERIOR
FACE OF THE CASING PIPE. SPACERS SHALL BE APS MODEL
SI8 STEEL BAND CASING SPACERS OR APPROVED EQUAL.
STEEL BANDS SHALL BE THERMOPLASTIC POWDER COATED.
BOLTS, NUT, AND WASHERS SHALL BE ELECTROPLATED.
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
Fr
i
d
a
y
,
F
e
b
r
u
a
r
y
1
2
,
2
0
2
1
3
:
5
9
:
0
3
P
M
SHEET KEYNOTES
CONTRACTOR SHALL POTHOLE EXISTING UTILITY AT
CROSSING TO VERIFY LOCATION, ELEVATION, AND UTILITY
SIZE PRIOR TO PERFORMING WORK. CONTRACTOR SHALL
NOTIFY THE ENGINEER OF ANY DISCREPANCIES.
A.
90
100
110
120
130
140
90
100
110
120
130
140
9+50 10+00 11+00 12+00 13+00 13+50
EX 6" PVC SD (U)
EX 6" SS TO REMAIN (S)
EX ELECTRIC (U)
EX GRADE
EX 12" SD (S)
240 L.F.± @ 1.16%
REMOVE EX 6" SS AND INSTALL 8" SS
W/ OPEN TRENCH CONSTRUCTION
EX 2" GAS MAIN (U)
SS
M
H
5
3
5
-
3
5
-
R
I
M
:
1
1
8
.
8
8
±
EX
I
N
V
:
1
1
2
.
3
8
(
6
"
I
N
)
IN
V
:
1
1
2
.
3
8
(
8
"
O
U
T
)
EX
I
N
V
:
1
1
2
.
3
8
(
6
"
I
N
)
SS
M
H
5
3
6
-
0
4
-
R
I
M
:
1
1
7
.
4
8
±
IN
V
:
9
8
.
8
0
(
1
2
"
O
U
T
)
IN
V
:
9
8
.
8
0
(
1
2
"
I
N
)
-
S
T
U
B
EX
I
N
V
:
1
0
0
.
1
8
(
1
0
"
I
N
)
EX
I
N
V
:
1
0
0
.
2
8
(
6
"
I
N
)
EX
I
N
V
:
1
0
9
.
5
0
(
6
"
I
N
)
37 L.F.± @ 0.33%
REMOVE EX 6" SS AND INSTALL 12" SS
W/ OPEN TRENCH CONSTRUCTION
EX 1" GAS SERVICE (U)
SS
M
H
-
3
0
1
-
R
I
M
:
1
1
7
.
0
0
±
IN
V
:
1
0
9
.
5
9
(
8
"
I
N
)
-
U
P
P
E
R
D
R
O
P
C
O
N
N
E
C
T
I
O
N
IN
V
:
9
8
.
7
5
(
8
"
I
N
)
-
L
O
W
E
R
D
R
O
P
C
O
N
N
E
C
T
I
O
N
IN
V
:
9
8
.
6
8
(
1
2
"
I
N
)
IN
V
:
9
8
.
5
8
(
1
2
"
O
U
T
)
EX 12" WATER MAIN (U)
EX TRAFFIC SIGNAL CONDUIT (U)
12" SS PIPE STUB @ 0.35%, 3' MIN., SEE NOTE 14
EX 6" SS TO REMAIN (S)
EX 6" SS TO REMAIN (S)
TS
AL
L
E
Y
BE
R
E
S
F
O
R
D
S
T
EX
6
"
F
M
EX
6
"
S
S
EX
1
0
"
S
S
REMOVE EX SSMH 535-35 & REPLACE W/
SSMH 535-35 - RIM: 118.88±
STA: 10+00
EX INV: 112.38 (6" IN)
INV: 112.38 (6" IN)
INV: 112.38 (8" OUT)
NOTE 8 & 10
EL
C
A
M
I
N
O
R
E
A
L
10+50 11+50 12+50
SSMH-301 - RIM: 117.00±
STA: 12+40
INV: 109.59 (8" IN) - UPPER DROP CONNECTION
INV: 98.75 (8" IN) - LOWER DROP CONNECTION
INV: 98.68 (12" IN)
INV: 98.58 (12" OUT)
NOTE 11
EX
6
"
S
S
38TH AVE
9+90 10+00
11+00 12+00 12+82
WET WELL
NOTE 12
VALVE VAULT
NOTE 13 REMOVE EX SSMH 536-04 & REPLACE W/
SSMH - RIM: 117.48±
STA: 12+76
INV: 98.80 (12" OUT)
INV: 98.80 (12" IN)
INV: 100.18 (10" IN)
INV: 100.28 (6" IN)
EX INV:109.50 (6" IN)
NOTE 10
EX 12" WATER MAIN
12" SS PIPE STUB @ 0.35%, 3' MIN., SEE NOTE 14
EX 4" CI WATER MAIN
REMOVE EX 6" SS AND INSTALL 8" SS
EX 2" GAS MAIN
EX 6" SD
EX ELECTRIC
EX TELECOM
12" SS, SEE SHEET 009-C-2803
EX 1" GAS SERVICE
EX 12" SD
EX GAS MAIN
12" SS (PV05)
EX 2" GAS MAINAPPROXIMATE LOCATIONS OF EX
ACTIVE SEWER LATERALS SHOWN.
VERIFY EXACT LOCATIONS (TYP)
EX TELECOM
8" SS (PV05)
EX TRAFFIC SIGNAL CONDUIT
EX 10" SS, TO BE ABANDONED
8" FM (PV04)
EX 38TH AVE SANITARY
SEWER PUMP STATION
EX
6
"
F
M
REMOVE EX 6" SS AND INSTALL 12" SS
T
T
T
T
T
T
T
T
T
BE
R
E
S
F
O
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D
S
T
38TH AVE
EL
C
A
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I
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O
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E
A
L
SHEET ______ OF ______
DR
A
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:
DE
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:
QC
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SC
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DA
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4
6
S
0
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72
LI
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46
S
0
0
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O
T
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S
P
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S
I
B
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FO
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A
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C
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,
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W
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B
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:
R
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D
D
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A
W
I
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G
RECORD DRAWING
This record drawing has been prepared, entirely or in part on the basis of
unverified information compiled and furnished by others to the preparer
who is not responsible for any inaccuracies, errors or omissions which
may have been incorporated into the document as a result.
RE
C
O
R
D
D
R
A
W
I
N
G
R
BC
2/
1
2
/
2
0
2
1
PROFILE
HOR. SCALE: 1" = 20'
VER. SCALE: 1" = 5'
SEWER LATERAL LOCATIONS
UP MH DO MH STATION SIDE METHOD NOTES
535-35 536-04 0+12 LEFT RECONNECT NOTE 9
535-35 536-04 0+53 LEFT RECONNECT NOTE 9
535-35 536-04 0+99 RIGHT RECONNECT NOTE 9
535-35 536-04 1+07 RIGHT RECONNECT NOTE 9
535-35 536-04 1+52 LEFT RECONNECT NOTE 9
535-35 536-04 1+54 RIGHT RECONNECT NOTE 9
535-35 536-04 2+25 RIGHT RECONNECT NOTE 9
535-35 536-04 2+32 LEFT RECONNECT NOTE 9
535-35 536-04 2+37 RIGHT RECONNECT NOTE 9
535-35 536-04 2+39 LEFT RECONNECT NOTE 9 23
009-C-2802
JF
O
JF
O
G
M
A
AS
S
H
O
W
N
08
/
1
4
/
1
9
08
/
1
4
/
1
9
08
/
1
4
/
1
9
CI
V
I
L
38
T
H
A
V
E
L
I
F
T
S
T
A
T
I
O
N
G
R
A
V
I
T
Y
M
A
I
N
P
L
A
N
A
N
D
P
R
O
F
I
L
E
-
I
0 20 40
SCALE IN FEET
0 5 10
SCALE IN FEET
HORIZONTAL SCALE:
VERTICAL SCALE:
KEY PLAN
GENERAL SHEET NOTES
1.NOT ALL EXISTING UTILITIES ARE SHOWN ON THE DRAWINGS.
THE LOCATION OF THE EXISTING UTILITIES SHOWN IS
APPROXIMATE AND BASED ON UTILITY MAPS, IT IS THE
CONTRACTOR'S RESPONSIBILITY TO ACCURATELY LOCATE ALL
EXISTING UTILITIES WITHIN THE PROJECT AREA PRIOR TO THE
COMMENCEMENT OF WORK. CONTRACTOR SHALL POTHOLE
ALL EXISTING UTILITIES THAT MAY BE AFFECTED BY THE
PROPOSED WORK. CONTRACTOR SHALL NOTIFY THE CITY AND
ENGINEER OF ANY POTENTIAL CONFLICTS PRIOR TO
CONSTRUCTION.
2.ALL UTILITIES AND UTILITY POLES SHALL BE PROTECTED IN
PLACE UNLESS SHOWN OTHERWISE.
3.PROTECT OVERHEAD UTILITIES PER SPECIFICATION SECTION
01 14 00.
4.AFTER CONSTRUCTING IMPROVEMENTS, CONTRACTOR SHALL
RESTORE GRADES TO ORIGINAL ELEVATIONS AND RESTORE
PAVEMENT SECTION PER STANDARD TRENCH DETAIL C-030 ON
SHEET 000-C-5004 FOR WORK WITHIN CALTRANS
RIGHT-OF-WAY, AND DETAIL C-031 ON SHEET 000-C-5004 FOR
WORK OUTSIDE OF THE CALTRANS RIGHT-OF-WAY.
5.PIPE TRENCH WITHIN CALTRANS RIGHT-OF-WAY SHALL BE PER
DETAIL C-030 ON SHEET 000-C-5004. PIPE TRENCH OUTSIDE OF
CALTRANS RIGHT-OF-WAY SHALL BE PER DETAIL C-031 ON
SHEET 000-C-5004.
6.CONTRACTOR IS RESPONSIBLE FOR MAINTAINING SEWER
FLOWS AND SERVICE AT ALL TIMES DURING CONSTRUCTION.
PUMP STATION FLOW ESTIMATES ARE SHOWN IN
SPECIFICATION SECTION 01 53 10.
7.CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORATION OF
ALL ROADWAY SURFACE FEATURES INCLUDING BUT NOT
LIMITED TO: DETECTOR LOOPS, CONDUITS, SIGNALS,
PAVEMENT MARKINGS, PAVEMENT STRIPING, AND CROSS
WALKS.
8.UPSTREAM MANHOLE IS APPROXIMATELY 173 L.F. WEST OF
SSMH 535-35.
9.CONTRACTOR SHALL REMOVE LATERAL CONNECTIONS TO
SEWER MAIN PRIOR TO COMPLETING OPEN CUT PIPE
REPLACEMENT. LATERAL SHALL BE RECONNECTED PER
DETAIL C-021 ON SHEET 000-C-5003.
10.SSMH PER DETAIL C-022 ON SHEET 000-C-5003.
11.DROP MANHOLE PER DETAIL C-023 ON SHEET 000-C-5003.
12.WET WELL SEE SHEET 009-C-3601.
13.VALVE VAULT SEE SHEET 009-C-3601.
14.THE END OF THE PIPE STUB SHALL BE A STANDARD BELL JOINT
END AND SHALL BE PLUGGED WITH A STANDARD WATERTIGHT
PLUG AND CAP, AS SUPPLIED BY THE PIPE MANUFACTURER.
15.ALL WORK WITHIN THE STATE RIGHT-OF-WAY (CALTRANS R/W)
SHALL BE DONE ACCORDING TO THE STATE STANDARD PLANS.
GRAVITY MAIN PLAN - I
SCALE: 1" = 20'
5
009-C-2001
PROFILE ELEVATIONS:
(U) = UNKNOWN ELEVATION
(S) = FIELD MEASUREMENT - SURVEY
(P) = FIELD MEASUREMENT - POTHOLE
(R) = RECORD DRAWING
(D) = DESIGN DRAWING
SHEET KEYNOTES
CONTRACTOR SHALL POTHOLE EXISTING UTILITY AT
CROSSING TO VERIFY LOCATION, ELEVATION, AND UTILITY
SIZE PRIOR TO PERFORMING WORK. CONTRACTOR SHALL
NOTIFY THE ENGINEER OF ANY DISCREPANCIES.
A.
AA
A
A
90
100
110
120
130
140
90
100
110
120
130
140
19+00 20+00 21+00
SS
M
H
-
3
0
1
-
R
I
M
:
1
1
7
.
0
0
±
IN
V
:
1
0
9
.
5
9
(
8
"
I
N
)
-
U
P
P
E
R
D
R
O
P
C
O
N
N
E
C
T
I
O
N
IN
V
:
9
8
.
7
5
(
8
"
I
N
)
-
L
O
W
E
R
D
R
O
P
C
O
N
N
E
C
T
I
O
N
IN
V
:
9
8
.
6
8
(
1
2
"
I
N
)
IN
V
:
9
8
.
5
8
(
1
2
"
O
U
T
)
W
E
T
W
E
L
L
-
R
I
M
:
1
1
8
.
0
0
±
IN
V
:
9
8
.
5
2
(
1
2
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)
IN
V
:
9
1
.
0
0
EX UNDERGROUND ELECTRIC (U)
21 L.F.± 12" SS @ 0.29%
8" FM (D)
EX GRADE
TS
SSMH-301 - RIM: 117.00±
STA: 10+00
INV: 109.59 (8" IN) - UPPER DROP CONNECTION
INV: 98.75 (8" IN) - LOWER DROP CONNECTION
INV: 98.68 (12" IN)
INV: 98.58 (12" OUT)
NOTE 10
EX ELECTRIC
EX 1" GAS SERVICE
EX 6" FM
EX 10"
S
S
EX
6
"
S
S
EX 6" S
S
EX 12" SD
EX 4" CI WATER MAIN
EX TELECOM
EX TRAFFIC SIGNAL CONDUIT
EX 12" WATER MAIN
EL CA
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A
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WET WELL
STA 20+21
NOTE 8
12" SS, SEE SHEET 009-C-2802
VALVE VAULT
NOTE 9
38
T
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A
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E
20+00 20+21
EX 10" SS, TO BE ABANDONED
12" SS (PV05)
8" SS, SEE SHEET 009-C2802
T
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RECORD DRAWING
This record drawing has been prepared, entirely or in part on the basis of
unverified information compiled and furnished by others to the preparer
who is not responsible for any inaccuracies, errors or omissions which
may have been incorporated into the document as a result.
RE
C
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BC
2/
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1
PROFILE
HOR. SCALE: 1" = 20'
VER. SCALE: 1" = 5'24
009-C-2803
JF
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38
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-
I
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0 20 40
SCALE IN FEET
0 5 10
SCALE IN FEET
HORIZONTAL SCALE:
VERTICAL SCALE:
KEY PLAN
GENERAL SHEET NOTES
1.NOT ALL EXISTING UTILITIES ARE SHOWN ON THE DRAWINGS,
THE LOCATION OF EXISTING UTILITIES SHOWN IS
APPROXIMATE AND BASED ON UTILITY MAPS. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO ACCURATELY LOCATE ALL
EXISTING UTILITIES WITHIN THE PROJECT AREA PRIOR TO THE
COMMENCEMENT OF WORK. CONTRACTOR SHALL POTHOLE
ALL EXISTING UTILITIES THAT MAY BE AFFECTED BY THE
PROPOSED WORK. CONTRACTOR SHALL NOTIFY THE CITY AND
ENGINEER OF ANY POTENTIAL CONFLICTS PRIOR TO
CONSTRUCTION.
2.ALL UTILITIES AND UTILITY POLES SHALL BE PROTECTED IN
PLACE UNLESS SHOWN OTHERWISE.
3.PROTECT OVERHEAD UTILITIES PER SPECIFICATION SECTION
01 14 00.
4.AFTER CONSTRUCTING IMPROVEMENTS, CONTRACTOR SHALL
RESTORE GRADES TO ORIGINAL ELEVATIONS AND RESTORE
PAVEMENT SECTION PER STANDARD TRENCH DETAIL C-030 ON
SHEET 000-C-5004 FOR WORK WITHIN CALTRANS
RIGHT-OF-WAY, AND DETAIL C-031 ON SHEET 000-C-5004 FOR
WORK OUTSIDE OF THE CALTRANS RIGHT-OF-WAY.
5.PIPE TRENCH WITHIN CALTRANS RIGHT-OF-WAY SHALL BE PER
DETAIL C-030 ON SHEET 000-C-5004. PIPE TRENCH OUTSIDE OF
THE CALTRANS RIGHT-OF-WAY SHALL BE PER DETAIL C-031 ON
SHEET 000-C-5004.
6.CONTRACTOR IS RESPONSIBLE FOR MAINTAINING SEWER
FLOWS AND SERVICE AT ALL TIMES DURING CONSTRUCTION.
PUMP STATION FLOW ESTIMATES ARE SHOWN IN
SPECIFICATION SECTION 01 53 10.
7.CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORATION OF
ALL ROADWAY SURFACE FEATURES INCLUDING BUT NOT
LIMITED TO: DETECTOR LOOPS, CONDUITS, SIGNALS,
PAVEMENT MARKINGS, PAVEMENT STRIPING, AND CROSS
WALKS.
8.WET WELL SEE SHEET 009-C-3601.
9.VALVE VAULT SEE SHEET 009-C-3601.
10.DROP MANHOLE PER DETAIL C-023 ON SHEET 000-C-5003.
11.ALL WORK WITHIN THE STATE RIGHT-OF-WAY (CALTRANS R/W)
SHALL BE DONE ACCORDING TO THE STATE STANDARD PLANS.
GRAVITY MAIN PLAN - II
SCALE: 1" = 20'
6
009-C-2001
PROFILE ELEVATIONS:
(U) = UNKNOWN ELEVATION
(S) = FIELD MEASUREMENT - SURVEY
(P) = FIELD MEASUREMENT - POTHOLE
(R) = RECORD DRAWING
(D) = DESIGN DRAWING
SHEET KEYNOTES
CONTRACTOR SHALL POTHOLE EXISTING UTILITY AT
CROSSING TO VERIFY LOCATION, ELEVATION, AND UTILITY
SIZE PRIOR TO PERFORMING WORK. CONTRACTOR SHALL
NOTIFY THE ENGINEER OF ANY DISCREPANCIES.
A.
A
8" FM (PV04)
8" GATE VALVE
(TYP OF 3)
8" RESTRAINED
COUPLING
8" TEE, FLG
(TYP OF 2)
1'-3"
A
B
PRECAST CONCRETE
VALVE VAULT
8" DUCTILE IRON
PIPE, FLG x PE
INFLUENT BAFFLE
SEE DETAIL
6.00' INSIDE Ø
PRECAST
CONCRETE
WET WELL
LADDER
6'-0"
8" SPD (DI02)
8" SPD (DI02)
FLG x PE
1'-
3
"
5'-
6
"
1'-
6
"
PMP-09-101
PMP-09-102
12" SS (PV05)
PRESSURE GAUGE
W/ ANNULAR SEAL
SEE DETAIL
I-301
FOR PIPE PENETRATIONS
SEE DETAIL
(TYP)
009-C-3601
009-C-3601
INV IN EL 98.52
C-002
APPROXIMATE SUPPORT OF EXCAVATION.
DESIGN BY CONTRACTOR.
CLSM OR GROUT BETWEEN
SUPPORT OF EXCAVATION
AND STRUCTURE WALL
C-001
8" FCA
(TYP OF 2)
LEVEL SWITCH LOW LOW (LSLL) EL 95.0
LEVEL ELEMENT (LE) PUMP OFF EL 95.3
LEVEL ELEMENT (LE) PUMP ON EL 97.0
WET WELL INVERT EL 91.00
LEVEL SWITCH HIGH HIGH (LSHH) EL 101.5
STAINLESS STEEL
PUMP LIFTING CHAIN
WET WELL RIM
EL 117.45
STAINLESS STEEL
PUMP GUIDE RAILS
PER PUMP
MANUFACTURER
LATERAL RAIL SUPPORT
FROM DISCHARGE PIPE AT
MIDSPAN OF RAILS PER PUMP
MANUFACTURER STANDARD
FLG x PE
PIPE FLANGE SUPPORT
(TYP OF 4 IN VAULT)
SEE DETAIL
FLOAT LEVEL SWITCH TO
BE SET AT LSHH AND LSLL
SEE DETAIL
12" LAYER OF CRUSHED ROCK
EXTEND TO LIMITS OF
EXCAVATION ON ALL SIDES
PUMP DISCHARGE
BASE ELBOW W/ 6"
FLG DISCHARGE
6"x8" REDUCER, FLG
PUMP GUIDE RAIL
UPPER SUPPORT BRACKET
8" 90°, MJ x FLG
SUBMERSIBLE PUMP
FLYGT MODEL NP 3153 MT ~ 433
W/ 20 HP MOTOR
8" AIR-CUSHIONED
SWING CHECK
VALVE (TYP OF 2)
1'-
6
"
CONCRETE FILLET
LATERAL PIPE SUPPORT
(TYP OF 2)
SEE DETAIL
TRANSDUCER LEVEL ELEMENT
FOR MOUNTING,
SEE DETAIL
H-20 RATED ALUMINUM
ACCESS HATCH
PIPE CL
EL 112.08
6'-
6
"
6'-
6
"
VAULT DRAIN ASSEMBLY
SEE DETAIL
C-005
C-010
C-013
C-004
C-003
PRECAST CONCRETE
WET WELL
VALVE VAULT
RIM EL 117.37
7'-
3
"
CLSM OR GROUT BETWEEN
SUPPORT OF EXCAVATION
AND STRUCTURE WALL
FLG x PE
8" SPD (DI02)
8" SIDE-OUTLET
BASE ELBOW
8"x6" REDUCER
6" STAINLESS STEEL
FLANGED CAM & GROOVE
FITTING W/ DUST CAP
6" GATE VALVE
FORCE MAIN
SEE SHEET 009-C-2801
H-20 RATED ALUMINUM
ACCESS HATCH
PIPE CL EL 112.08
8" FM (PV04)
8" SPD (DI02)
LADDER STEPS
(BEHIND)
TELESCOPING LADDER SAFETY POST,
BILCO LADDERUP SAFTEY POST.
ATTACH TO TOP TWO RUNGS PER
MANUFACTURER INSTRUCTIONS
8" DUCTILE IRON PIPE, FLG
LENGTH AS REQUIRED BY
PUMP SPACING
12" LAYER OF CRUSHED
ROCK EXTEND TO
LIMITS OF EXCAVATION
ON ALL SIDES
PIPE FLANGE SUPPORT
(TYP OF 4 IN VAULT)
SEE DETAIL
C-004
SHEET ______ OF ______
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RECORD DRAWING
This record drawing has been prepared, entirely or in part on the basis of
unverified information compiled and furnished by others to the preparer
who is not responsible for any inaccuracies, errors or omissions which
may have been incorporated into the document as a result.
RE
C
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D
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BC
2/
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0
2
1
SECTIONB SECTION
SCALE: 1/2" = 1'-0"
A
WET WELL AND VALVE VAULT PLAN
SCALE: 1/2" = 1'-0"
SCALE: 1/2" = 1'-0"
GENERAL SHEET NOTES
PRECAST CONCRETE WET WELL AND VALVE VAULT SHALL BE
DESIGNED, DETAILED, FURNISHED, AND INSTALLED BY THE
CONTRACTOR. SEE SPECIFICATION SECTION 33 05 16.
ALL MJ FITTINGS AND UNRESTRAINED JOINTS SHALL BE
RESTRAINED WITH EBAA MEGALUGS OR APPROVED EQUIVALENT.
ALL DUCTILE IRON PIPE, FITTINGS, AND VALVES SHALL BE EPOXY
LINED AND COATED.
ALL HARDWARE SHALL BE TYPE 316 STAINLESS STEEL.
ALL GATE VALVES SHALL BE MUELLER OR APPROVED EQUAL, BE
OPEN STEM AND YOKE, AND HAVE HAND WHEELS.
ACCESS HATCH FRAMES FOR WET WELL AND VALVE VAULT
STRUCTURES SHALL BE EQUIPPED WITH A DRAIN THAT IS
DIRECTED INTO THE RESPECTIVE STRUCTURE.
1.
2.
3.
4.
5.
6.
C:
\
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BY
:
25
009-C-3601
G
M
A
LN
F
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A
1/
2
"
=
1
'
-
0
"
02
/
1
3
/
1
9
02
/
1
3
/
1
9
02
/
1
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/
1
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0 2 4
SCALE IN FEET
009-C-3601 009-C-3601
Fr
i
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a
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,
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1
2
,
2
0
2
1
3
:
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9
:
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3
P
M
WET WELL SUPPORT OF EXCAVATION SHALL BE NO CLOSER
THAN 7.00 FEET FROM BUILDING STRUCTURE.
SEQUENCING FOR SUPPORT OF EXCAVATION OF WET WELL
SHALL BE DETERMINED BY CONTRACTOR TO AVOID CONFLICTS
WITH EXISTING AND NEW INFRASTRUCTURE.
CONTRACTOR SHALL USE WATERTIGHT WET WELL SUPPORT OF
EXCAVATION IN ACCORDANCE WITH SPECIFICATION SECTION 31
57 00 - SECANT PILING, SECTION 31 63 26 - DRILLED CAISSON, OR
SECTION 31 64 16 - EXCAVATED CAISSON.
CONTRACTOR SHALL PROVIDE CALCULATIONS INCLUDING BUT
NOT LIMITED TO THE SHAFT INVERT UPLIFT, OVERALL
BUOYANCY, ANTICIPATED SETTLEMENT, AND STRUCTURAL
INTEGRITY.
7.
8.
9.
10.
FLYGT REFERENCE POINT
3/4" Ø ANCHOR BOLTS
FOR MOUNTING PUMP
DISCHARGE BASE ELBOW
MIN 6" EMBEDMENT
(TYP OF 4 PER PUMP)
WET WELL INVERT
6' Ø
4'-
0
"
3'-6"
1'-6"
2'-
0
"
1'-
0
"
0'-7 1/4"
LC
6' Ø
CLEAR OPENING
(.
;
)
6
2
7
/
2
4'
(
'
4
'
0
%
'
.
+
0
'
ULTRASONIC LEVEL
TRANSDUCER MOUNT
SEE DETAIL
4'-
0
"
M
I
N
C
L
R
CONCRETE OPENING FOR ACCESS
HATCH W/ FALL PROTECTION,
TRAFFIC AREA H20-44 LOADING
C-010
016' %1064#%6145*#..'0574'%.'#412'0+0)+52418+&'&(14
27/2561$'/18'&+0#0&1761(#%%'55*#6%*2.#%'/'06#0&
%10(+)74#6+101(5#('6;)4#6'5%#$.'5%#$.'*11-5#0&16*'4
+6'/55*#..$'%105+&'4'&61'0574'6*'%.'#4#4'#+52418+&'&
PUMP GUIDE RAIL UPPER SUPPORT
BRACKET PLUMB W/ PUMP DISCHARGE
BASE ELBOW FLYGT REFERENCE POINT.
SEE WET WELL INVERT PLAN
(TYP OF TWO)
0'-7 1/4"
2'-9"
2'-8" MIN CLR
4'-
2
"
LC
LC
EX 8" PLUG
VALVES
RESTRAINED
COUPLING 8" FM (PV04)
EX 8" C900 PVC SS FORCE MAIN PIPE
TO CITY SS STRUCTURE 515-04 AT
INTERSECTION OF EL CAMINO REAL
AND 36TH AVE. POT HOLE PIPE
PRIOR TO CONSTRUCTION OF NEW
SS FORCE MAIN TO DETERMINE
EXACT LOCATION AND ELEVATION
EX 8" ACP FORCE MAIN
PIPE TO EX SSMH 536-22
TO BE ABANDONED AND
FILLED W/ CLSM
EX 8" ACP FORCE MAIN PIPE
FROM EX 38TH AVE LIFT
STATION TO BE ABANDONED
AND FILLED W/ CLSM
STEEL CASING
STEEL CASING TO TERMINATE WITHIN THREE
(3.00) FEET OF RESTRAINED COUPLING.
ANNULAR SPACE BETWEEN CARRIER PIPE
AND CASING PIPE SHALL BE PLUGGED WITH
UN-GROUTED BRICKS OR OTHER SUITABLE
MATERIAL APPROVED BY CALTRANS.
SHEET ______ OF ______
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RECORD DRAWING
This record drawing has been prepared, entirely or in part on the basis of
unverified information compiled and furnished by others to the preparer
who is not responsible for any inaccuracies, errors or omissions which
may have been incorporated into the document as a result.
RE
C
O
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D
D
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BC
2/
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1
PERMANENT STRUCTURE - WET WELL INVERT PLAN
SCALE: 1/2" = 1'-0"
C:
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:
26
009-C-3602
G
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1
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CI
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T
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PL
A
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0 2 4
SCALE IN FEET
PERMANENT STRUCTURE - WET WELL TOP SLAB PLAN
SCALE: 1/2" = 1'-0"
FORCE MAIN CONNECTION PLAN
SCALE: 1/2" = 1'-0"
7
VAR
Fr
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,
F
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2
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1
3
:
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P
M
TS
TS
TS
TS
GUTTER
CURB
CB
116.71 TC
113.05 IE 12"NW (IN)
112.99 IE 12"NE (OUT)
CB
117.13 TC
113.28 IE 12" SW
SSMH 536-04
SDMH
116.87 RE
113.09 IE 21" NE
STREET LIGHT
SIGN
STOP SIGN
FIRE HYDRANT
WV
WV
BOW
CURB
PROTECT
EX TREE
15
'
F
R
O
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P
L
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O
DU
C
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B
A
N
K
CE
N
T
E
R
L
I
N
E
(
T
Y
P
)
LOCAL CONTROL
PANEL
CROSS UNDER
EX GAS
ELECTRICAL DUCT BANK
SEE ELECTRICAL SHEETS.
FOR TRENCH, SEE DETAIL
EX LIFT STATION
ELECTRICAL SERVICE
LINE TO BE ABANDONED
12" SS (PV05)
8" FM (PV04)
12" SS (PV05)
SSMH-301
RAILING
8" FM (PV04)
SEE SHEET 009-C-2801
8" SS (PV05)12" SS (PV05)C-031
GUTTER
CURB
PRIVATE R/W
CITY OF SAN MATEO R/W
38TH AVE
EL
C
A
M
I
N
O
R
E
A
L
BOW
CU
R
B
BO
W
CB
117.37 TC
113.67 IE 12" SE (OUT)
BACKFLOW
PREVENTER
(TYP)WV
GAS METER
WATER
STANDPIPE FDC
BUILDING
WM BOX
WM BOX
116.72
AC
117.34
AC
117.35
AC A
A
A
A
A A
SHEET ______ OF ______
DR
A
W
N
B
Y
:
DE
S
I
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N
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D
B
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:
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4
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S
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3
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RECORD DRAWING
This record drawing has been prepared, entirely or in part on the basis of
unverified information compiled and furnished by others to the preparer
who is not responsible for any inaccuracies, errors or omissions which
may have been incorporated into the document as a result.
RE
C
O
R
D
D
R
A
W
I
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R
BC
2/
1
2
/
2
0
2
1
CONDUIT PLAN - I9
M
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SCALE IN FEET
C:
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:
27
009-C-4801
G
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A
LN
F
G
M
A
1"
=
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08
/
1
4
/
1
9
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/
1
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/
1
9
08
/
1
4
/
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CI
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38
T
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CO
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P
L
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N
-
I
009-C-2001
GENERAL SHEET NOTES
ALL WORK WITHIN THE STATE RIGHT-OF-WAY (CALTRANS R/W)
SHALL BE DONE ACCORDING TO THE STATE STANDARD PLANS.
PROTECT, REPAIR, OR REPLACE EXISTING UTILITIES TO THE
STANDARDS OF FACILITY OWNER AS REQUIRED TO COMPLETE
WORK.
INSTALL HANDHOLES ALONG DUCTBANK ROUTE PER
ELECTRICAL SHEETS.
ALL UTILITIES DEPICTED THROUGHOUT DRAWINGS ARE
APPROXIMATE ONLY AND ALL UTILITIES MAY NOT BE SHOWN.
CONTRACTOR MUST VERIFY AND PERFORM POTHOLES OF ALL
UTILITIES SHOWN OR MARKED IN THE FIELD, PRIOR TO
CONSTRUCTION.
1.
2.
3.
4.
Fr
i
d
a
y
,
F
e
b
r
u
a
r
y
1
2
,
2
0
2
1
3
:
5
9
:
4
1
P
M
SHEET KEYNOTES
CONTRACTOR SHALL POTHOLE EXISTING UTILITY AT
CROSSING TO VERIFY LOCATION, ELEVATION, AND UTILITY
SIZE PRIOR TO PERFORMING WORK. CONTRACTOR SHALL
NOTIFY THE ENGINEER OF ANY DISCREPANCIES.
A.
WM BOX
CB
117.74 TC
114.04 IE 10"NW
113.22 IE 12"SW
POWER POLE
PARKING LOT
ENTRANCE RAMP
CB
118.17 RE
114.47 BTM
114.43 IE 10" S
CURB
15' FROM PL TO
DUCTBANK
CENTERLINE (TYP)
6' F
R
O
M
P
L
T
O
DU
C
T
B
A
N
K
CE
N
T
E
R
L
I
N
E
(
T
Y
P
)
4" TRE
E
CURB
GUTT
E
R
CB
118.45 TC
113.90 BTM
113.84 IE 12" NE
6" TREE
4"
TREE
ELECTRICAL DUCT BANK
SEE ELECTRICAL SHEETS.
FOR TRENCH, SEE DETAIL
CROSS UNDER
EX 2" GAS
8" SS (PV05)
CROSS UNDER
EX 12" SD
C-031
38
T
H
A
V
E
CITY
O
F
S
A
N
M
A
T
E
O
A
L
L
E
Y
WOOD FENCE
GATE
119.8
1
T
C
119.3
6
F
L
119.57 TC
119.42 TC
118.99 FL
119.42 TC
118.99 FL
119.36
AC
117.49
AC117.45
AC
117.06
AC
117.26
AC
117.70
AC
118.03
AC117.66
AC
117.76
AC 118.17
AC
118.22
AC
118.23
AC
117.92
AC
118.97
AC
119.86
AC
119.63
AC
119.09
AC
118.43
AC
118.06
AC
117.90
AC
117.53
AC
117.30
AC
118.38
AC
117.76
AC
CURB
GUTT
E
R
24" PALM
TREE
14" PALM
TREE
A
A
A
A
A
A
APPROXIMATE PULLBOX LOCATIONS
BASED ON CONTRACTOR AS-BUILTS
NO COORDINATES OR SIZES PROVIDED
SHEET ______ OF ______
DR
A
W
N
B
Y
:
DE
S
I
G
N
E
D
B
Y
:
QC
C
H
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C
K
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D
B
Y
:
PR
O
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C
T
N
o
.
SC
A
L
E
:
DA
T
E
:
DA
T
E
:
DA
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BY
DE
S
C
R
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I
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V
.
N
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.
DA
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E
:
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P
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C
T
N
O
.
4
6
S
0
0
3
72
LI
F
T
S
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S
P
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A
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46
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3
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W
I
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RECORD DRAWING
This record drawing has been prepared, entirely or in part on the basis of
unverified information compiled and furnished by others to the preparer
who is not responsible for any inaccuracies, errors or omissions which
may have been incorporated into the document as a result.
RE
C
O
R
D
D
R
A
W
I
N
G
R
BC
2/
1
2
/
2
0
2
1
CONDUIT PLAN - II10
MATCHLINE - SEE SHEET 009-C-4801
M
A
T
C
H
L
I
N
E
-
S
E
E
S
H
E
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T
0
0
9
-
C
-
4
8
0
3
0 5 10
SCALE IN FEET
C:
\
p
w
w
o
r
k
d
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\
d
0
3
3
5
9
8
0
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3
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LF
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:
BY
:
28
009-C-4802
G
M
A
LN
F
G
M
A
1"
=
5
'
08
/
1
3
/
1
9
08
/
1
3
/
1
9
08
/
1
3
/
1
9
CI
V
I
L
38
T
H
A
V
E
L
I
F
T
S
T
A
T
I
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N
CO
N
D
U
I
T
P
L
A
N
-
I
I
009-C-2001
GENERAL SHEET NOTES
PROTECT, REPAIR, OR REPLACE EXISTING UTILITIES TO THE
STANDARDS OF FACILITY OWNER AS REQUIRED TO COMPLETE
WORK.
INSTALL HANDHOLES ALONG DUCTBANK ROUTE PER
ELECTRICAL SHEETS.
ALL UTILITIES DEPICTED THROUGHOUT DRAWINGS ARE
APPROXIMATE ONLY AND ALL UTILITIES MAY NOT BE SHOWN.
CONTRACTOR MUST VERIFY AND PERFORM POTHOLES OF ALL
UTILITIES SHOWN OR MARKED IN THE FIELD, PRIOR TO
CONSTRUCTION.
1.
2.
3.
Fr
i
d
a
y
,
F
e
b
r
u
a
r
y
1
2
,
2
0
2
1
3
:
5
9
:
5
8
P
M
SHEET KEYNOTES
CONTRACTOR SHALL POTHOLE EXISTING UTILITY AT
CROSSING TO VERIFY LOCATION, ELEVATION, AND UTILITY
SIZE PRIOR TO PERFORMING WORK. CONTRACTOR SHALL
NOTIFY THE ENGINEER OF ANY DISCREPANCIES.
A.
ASPHALT
PAVEMENT
PAVEMENT MARKING
STRIPE (TYP)
WOOD FENCE
WOOD FENCE
120.07 TC BACK
120.02 TC FACE
119.67 FL
DIRT
TRAFFIC BOX
UTILITY BOX
ELECTRICAL
CABINETS
ELECTRICAL
METER
121.45 TC FACE
120.99 FL 121.86 TC FACE
121.41 FL
METAL FENCE
BOLLARD
BUILDING
BUILDING
POWER POLE
6'
F
R
O
M
P
L
T
O
CO
N
D
U
I
T
T
R
E
N
C
H
CE
N
T
E
R
L
I
N
E
(
T
Y
P
)
ELECTRICAL DUCT BANK
SEE ELECTRICAL SHEETS.
FOR TRENCH,
SEE DETAIL C-031
POWER
POLE
WOO
D
F
E
N
C
E
119.81 TC
119.36 FL
PROTECT EX TREES AND ROOTS
IN PLACE (TYP)
(TREES AND ROOTS NOT SHOWN)
SEE ELECTRICAL SHEETS
FOR CONTINUATION
120.15
AC
119.77
AC
120.01
AC
119.8
6
AC
120.19
AC
120.85
AC
121.10
AC
121.12
AC
120.86
AC
120.83
AC
120.87
AC
120.89
AC
120.58
AC
120.54
AC
120.64
AC
120.76
AC
120.58
AC
120.42
AC
121.19
AC
121.73
AC
121.50
AC
121.45
AC
121.30
AC 121.82
AC
121.93
AC
122.04
AC
121.84
AC
121.66
AC
120.49
AC
120.42
AC 120.63
AC120.59
AC
CITY OF SAN MATEO ALLEY
120.65
PV MARK
120.78
PV MARK
120.91
PV MARK
121.05
PV MARK
121.22
PV MARK
121.40
PV MARK 121.52
PV MARK
120.94
PV MARK 121.07
PV MARK 121.20
PV MARK
121.42
PV MARK
121.67
PV MARK
121.78
PV MARK
121.86
PV MARK
121.26
PV MARK 121.31
PV MARK
121.57
PV MARK
121.84
PV MARK 121.89
PV MARK
120.82
PV MARK
121.02
PV MARK
121.13
PV MARK
121.40
PV MARK
121.47
PV MARK
SEE ELECTRICAL SHEETS FOR
ELECTRICAL SERVICE DROP FROM
EX POLE TO GENERATOR SITE
SHEET ______ OF ______
DR
A
W
N
B
Y
:
DE
S
I
G
N
E
D
B
Y
:
QC
C
H
E
C
K
E
D
B
Y
:
PR
O
J
E
C
T
N
o
.
SC
A
L
E
:
DA
T
E
:
DA
T
E
:
DA
T
E
BY
DE
S
C
R
I
P
T
I
O
N
RE
V
.
N
O
.
DA
T
E
:
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T
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P
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C
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N
O
.
4
6
S
0
0
3
72
LI
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I
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G
RECORD DRAWING
This record drawing has been prepared, entirely or in part on the basis of
unverified information compiled and furnished by others to the preparer
who is not responsible for any inaccuracies, errors or omissions which
may have been incorporated into the document as a result.
RE
C
O
R
D
D
R
A
W
I
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G
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BC
2/
1
2
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2
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CONDUIT PLAN - III 0 5 10
SCALE IN FEET
C:
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29
009-C-4803
G
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A
LN
F
G
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A
1"
=
5
'
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/
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/
1
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-
I
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I
009-C-2001
GENERAL SHEET NOTES
PROTECT, REPAIR, OR REPLACE EXISTING UTILITIES TO THE
STANDARDS OF FACILITY OWNER AS REQUIRED TO COMPLETE
WORK.
INSTALL HANDHOLES ALONG DUCTBANK ROUTE PER
ELECTRICAL SHEETS.
ALL UTILITIES DEPICTED THROUGHOUT DRAWINGS ARE
APPROXIMATE ONLY AND ALL UTILITIES MAY NOT BE SHOWN.
CONTRACTOR MUST VERIFY AND PERFORM POTHOLES OF ALL
UTILITIES SHOWN OR MARKED IN THE FIELD, PRIOR TO
CONSTRUCTION.
1.
2.
3.
Fr
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b
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1
2
,
2
0
2
1
4
:
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:
1
3
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BO
W
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RO
A
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RO
A
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6
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1
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2
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3
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6
BUILDING ROOF
RO
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PA
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B
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WM BOX
18" Ø VCP SS
ROLLING GATE
FENCE
CI
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/
W
PR
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/
W
8" Ø VCP SS
3975 PACIFIC BLVD
12 EAST 41ST PL
CARPORT
BUILDING
4 EAST 41ST PL
20 EAST 41ST PLSTORM WATER
REINFORCED
CONCRETE
BOX CULVERT
SDMH
106.28 RE
102.19 BOT BOX
SDMH
106.30 RE
102.20 BOT BOX
PANEL.
PROTECT.
CURB
CARPORT
BUILDING
WOOD
FENCE
7.
0
0
'
S
S
E
96
O
R
3
5
5
6' WIDE
CONCRETE
CHANNEL
8"
D
I
W
A
T
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W
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A
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A
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15
.
0
0
'
S
S
E
96
O
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3
5
5
POWER POLE
STREET LIGHT
FH
POWER POLE
SIGN
ELECTRICAL
BOX
ELECTRICAL
BOX
WM BOX
WM BOX
WM BOX
BUILDING
PATIO CANOPY
GAS METER
CB
106.30 TC
102.34 IE
45'-0"56'-6"
15
'
-
0
"
SANITARY SEWER
EASEMENT
ACCESS EASEMENT
EX 12" Ø SSFM
TO REMAIN
SS CLEANOUT
LID EL 104.23
PG&E TO REMOVE EX OH ELECTRIC SERVICE
LINE. CONTRACTOR TO COORDINATE.
ABANDON EX 12" SSFM FROM EX LIFT
STATION TO CONNECTION POINT OF NEW
SSFM WITH EX SSFM. PLUG BOTH ENDS
W/ CONCRETE AND FILL WITH CLSM.
ABANDON EX WATER SERVICE PIPING
APARTMENT
BUILDING
APARTMENT
BUILDING
CARPORT
BUILDING
SHED
REMOVE EX GRAVITY SS PIPE
TO NEW PIPE CONNECTION
SEE SHEET 010-C-2601
PROPERTY CORNER
N 2021276.78
E 6042773.55
PROTECT EX TREE
N 40°37'04" E
PCC
BUILDING CORNER
N 2021084.70
E 6042678.33
BUILDING CORNER
N 2021175.79
E 6042764.33
BUILDING
N 43°14'45" E
REMOVE EX PCC
DRAINAGE SWALE
TO BE REPLACED
5'-
0
"
10
'
-
0
"
AC PAVEMENT AC PAVEMENT
AC
P
A
V
E
M
E
N
T
G
R
A
V
E
L
GRAVELGRAVEL
SHEET ______ OF ______
DR
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RECORD DRAWING
This record drawing has been prepared, entirely or in part on the basis of
unverified information compiled and furnished by others to the preparer
who is not responsible for any inaccuracies, errors or omissions which
may have been incorporated into the document as a result.
RE
C
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D
D
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A
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I
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BC
2/
1
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0
2
1
0 10 20
SCALE IN FEET
C:
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010-C-1001
G
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1"
=
1
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1
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/
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9
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1
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1
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CI
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41
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1
010-C-1002
DEMOLITION SITE PLAN
Fr
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,
F
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b
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a
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1
2
,
2
0
2
1
4
:
0
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:
2
8
P
M
1.
2.
3.
4.
GENERAL SHEET NOTES
WITHIN EASEMENT AREAS, REHABILITATE ASPHALT PAVING WITH
ONE INCH MILL AND OVERLAY.
CONTRACTOR SHALL PROTECT EXISTING PAVEMENT AND
DRAINAGE FACILITIES NOT IDENTIFIED FOR REHABILITATION OR
REPLACEMENT. DAMAGED FACILITIES SHALL BE REPLACED IN
KIND AT THE CONTRACTOR'S EXPENSE, INCLUDING RESTRIPING
TO MATCH EXISTING PAVEMENT MARKINGS.
CONTRACTOR SHALL MAINTAIN ACCESS TO ENTIRETY OF SITE TO
THE MAXIMUM EXTENT POSSIBLE. CONTRACTOR SHALL NOT
STORE EQUIPMENT OR MATERIALS IN A MANNER THAT LIMITS
ACCESS TO SITE. WHEN NOT WORKING, CONTRACTOR SHALL
STORE EQUIPMENT AND MATERIALS SUCH THAT ACCESS TO
REMAINING SITE IS NOT IMPEDED.
CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORATION OF
ALL PAVEMENT STRIPING AND MARKINGS.
15
.
0
0
'
S
S
E
96
O
R
3
5
5
10
.
0
0
'
S
S
E
96
O
R
3
5
5
PAVEMENT PAINT
STRIPING
AC PAVEMENT
REMOVE EX FENCE
REMOVE EX WOOD DECK OVER
CHANNEL, INCLUDING ALL SUPPORTS
REMOVE EX OVERHEAD
ELECTRICAL SERVICE
COORDINATE REMOVAL
OF EX LIFT STATION OH
ELECTRICAL SERVICE
REMOVE EX POWER POLE W/ GUY
WIRE AFTER PG&E REMOVES
OVERHEAD SERVICE AND CONFIRMS
POLE HAS BEEN ABANDONED BY PG&E
REMOVE EX PUMP STATION
ELECTRIC & CONTROL PANEL
AND HOUSING
ABANDON EX SSFM. FILL W/ CLSM.
EX WET/DRY WELL STRUCTURE
TO BE SELECTIVELY DEMOLISHED
PER SHEET 010-C-1003
EX CONCRETE CHANNEL WALL W/
CHAIN LINK FENCE TO REMAIN.
PROTECT IN PLACE
REMOVE EX GRAVITY SS PIPE
TO NEW PIPE CONNECTION
SEE SHEET 010-C-2601
REMOVE EX FORCE MAIN
VALVE CAN AND VALVE
8" Ø VCP SS
18" Ø VCP SS
GRAVEL
AC PAVEMENT
GRAVEL
AC PAVEMENT
EX CONCRETE CHANNEL
WALL. PROTECT IN PLACE
REMOVE EX WOOD
FENCE WITHIN
EXTENTS OF
IMPROVEMENTS
REMOVE EX WS
BACKFLOW PREVENTER
EX WET/DRY WELL
STRUCTURE CONCRETE
WALL TO REMAIN
PER DRAWING 010-C-1003
REMOVE EX ROOF
FROM EX WET/DRY
WELL STRUCTURE
EP
EL 103.66
CONCRETE
CHANNEL
WALL (TYP)
WOOD
FENCE
SANITARY SEWER
EASEMENT
AC PAVEMENT
CARPORT
BUILDING
ACCESS EASEMENT
EP
EL 104.13
CONCRETE FL
EL 103.45
CONCRETE EDGE
EL 103.58
GRN
EL 103.66
GRAVEL
CONCRETE EDGE
EL 103.55
CONCRETE EDGE
EL 103.05
CONCRETE EDGE
EL 103.05
ABANDON EX 4"± GRAVITY SS PIPE TO
LOCATION OF TO NEW PIPE CONNECTION
SHOWN ON SHEET 010-C-2601. PLUG
ENDS AND FILL W/ CLSM. BYPASS FLOWS
DURING CONSRUCTION AS REQUIRED.
ABANDON EX WATER
SERVICE PIPING
NEW FENCE CORNER POST
LOCATION. TO SERVE AS LOCAL
PROJECT CONTROL POINT
(N 2021184.28, E 6042704.75)
N 40°37'04" E
B
010-C-3602
REMOVE EX PCC
DRAINAGE SWALE
CATCH BASIN
102.96 RE
101.01 IE 6" SW
SHEET ______ OF ______
DR
A
W
N
B
Y
:
DE
S
I
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N
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D
B
Y
:
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:
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:
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I
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RECORD DRAWING
This record drawing has been prepared, entirely or in part on the basis of
unverified information compiled and furnished by others to the preparer
who is not responsible for any inaccuracies, errors or omissions which
may have been incorporated into the document as a result.
RE
C
O
R
D
D
R
A
W
I
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G
R
BC
2/
1
2
/
2
0
2
1
0 3 6
SCALE IN FEET
C:
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3
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0
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4
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BY
:
31
010-C-1002
G
M
A
LN
F
G
M
A
1"
=
3
'
02
/
1
3
/
1
9
02
/
1
3
/
1
9
02
/
1
3
/
1
9
CI
V
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41
S
T
A
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I
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A
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DE
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P
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A
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DEMOLITION SITE PLAN1
010-C-1001
Fr
i
d
a
y
,
F
e
b
r
u
a
r
y
1
2
,
2
0
2
1
4
:
0
0
:
4
1
P
M
REMOVE EX
LADDER
EX 12" Ø TRANSITE
FORCE MAIN
REMOVE EX PUMPS PIPING
AND APPURTENANCES (TYP)
REMOVE 8" Ø VCP SS
TO LOCATION OF NEW
TRANSITION COUPLING
B
A
REMOVE 18" Ø VCP SS
TO LOCATION OF NEW
TRANSITION COUPLING
010-C-1003
19'-6"±
7'-6"±
7'-
0
"
±
2'-
1
0
1
/
4
"
±
EX CONCRETE CHANNEL
LOCATION APPROXIMATE
010-C-1003
ABANDON PER PLAN AND
FILL AND FILLED W/ CLSM
PLUG EX 4"± GRAVITY INFLUENT
PIPE W/ CONCRETE, MIN 12" DEPTH
REMOVE EX STRUCTURE
TO BOTTOM OF NEW
RETAINING WALL FOOTING
SEE SHEET 010-S-2001REMOVE EX 14"
FORCED AIR VENT
REMOVE EX PUMPS
PIPING AND
APPURTENANCES (TYP)
REMOVE EX
STRUCTURE ROOF
GRADE EL103.9±
REMOVE EX WATER
SERVICE PIPE
REMOVE EX LONG
STEM GATE VALVE
REMOVE VALVE
CAN AND COVER
TOP EL 104.47
REMOVE 18" Ø VCP SS
REMOVE 8" Ø
VCP SS (BEHIND)
FILL W/ CLSM
PENETRATE BOTTOM TO
ALLOW DRAINAGE (TYP)
PLUG EX FORCE MAIN PIPE
W/ CONCRETE, MIN 12" DEPTH
EX FORCE MAIN PIPE
PORTION TO BE
ABANDONED AND
FILLED W/ CLSM
SEE SHEET 010-C-1001
EX WET WELL INV
EL 85±
REMOVE EX LADDER
10
'
-
3
1
/
2
"
±
EL 105.5±
GRADE EL103.9±
REMOVE EX
DECK
REMOVE EX
CONTROL PANEL
HOUSING
PROTECT EX CONCRETE
CHANNEL TO REMAIN
REMOVE EX
ROOF STRUCTURE
PROTECT EX
WALL TO REMAIN
REMOVE ALL PIPING AND
OTHER ITEMS WITHIN
STRUCTURE (NOT SHOWN)
AND FILL W/ CLSM
7'-6"±
19'-6"±
REMOVE EX
STRUCTURE ROOF
EX WET WELL HATCH
TO BE REMOVED
EX CONCRETE CHANNEL
LOCATION APPROXIMATE
EX WET/DRY
STRUCTURE
WALL ADJACENT
TO CHANNEL TO
REMAIN
EX DRY WELL HATCH
TO BE REMOVED
EX VENTILATION
TO BE REMOVED
EX VENTILATION
TO BE REMOVED
B
A
010-C-1003
010-C-1003
SECTION
SCALE: 1/2" = 1'-0"
A SECTION
SCALE: 1/2" = 1'-0"
B
SHEET ______ OF ______
DR
A
W
N
B
Y
:
DE
S
I
G
N
E
D
B
Y
:
QC
C
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RECORD DRAWING
This record drawing has been prepared, entirely or in part on the basis of
unverified information compiled and furnished by others to the preparer
who is not responsible for any inaccuracies, errors or omissions which
may have been incorporated into the document as a result.
RE
C
O
R
D
D
R
A
W
I
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G
R
BC
2/
1
2
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C:
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BY
:
32
010-C-1003
G
M
A
LN
F
G
M
A
1/
2
"
=
1
'
-
0
"
02
/
1
3
/
1
9
02
/
1
3
/
1
9
02
/
1
3
/
1
9
CI
V
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41
S
T
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N
A
N
D
S
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C
T
I
O
N
S
0 2 4
SCALE IN FEET
GENERAL SHEET NOTES
NOT ALL ITEMS WITHIN EXISTING WET AND DRY WELL
STRUCTURE ARE SHOWN. CONTRACTOR SHALL COMPLETELY
REMOVE ALL ITEMS WITHIN STRUCTURE. REMOVE ALL
MECHANICAL AND ELECTRICAL SYSTEM COMPONENTS,
INCLUDING, AIR DUCTING, ELECTRICAL CONDUITS AND
WIRING, DEWATERING PUMP AND PIPING, AND SUPPORTS.
PROTECT, REPAIR, OR REPLACE EXISTING UTILITIES TO THE
STANDARDS OF FACILITY OWNER AS REQUIRED TO COMPLETE
WORK.
CONTRACTOR SHALL TAKE PROTECTIVE MEASURES TO AVOID
DROPPING ITEMS INTO CONCRETE CHANNEL.
1.
2.
3.
Fr
i
d
a
y
,
F
e
b
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u
a
r
y
1
2
,
2
0
2
1
4
:
0
0
:
5
2
P
M
WET AND DRY WELL TOP DEMOLITION PLAN
SCALE: 1/2" = 1'-0"
WET AND DRY WELL PIPING DEMOLITION PLAN
SCALE: 1/2" = 1'-0"
010-C-1003 VAR
BO
W
G
U
T
T
E
R
RO
A
D
FH VALVE
RO
A
D
C
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N
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.
0
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3
5
5
15
.
0
0
'
S
S
E
98
6
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R
2
8
1
30
2
8
O
R
3
1
6
BUILDING ROOF
RO
A
D
S
T
R
I
P
E
PA
C
I
F
I
C
B
O
U
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E
V
A
R
D
WM BOX
18" Ø VCP SS
ROLLING GATE
FENCE
CI
T
Y
O
F
S
A
N
M
A
T
E
O
R
/
W
PR
I
V
A
T
E
R
/
W
8" Ø VCP SS
3975 PACIFIC BLVD
12 EAST 41ST PL
CARPORT
BUILDING
4 EAST 41ST PL
20 EAST 41ST PLSTORM WATER
REINFORCED
CONCRETE
BOX CULVERT
SDMH
106.28 RE
102.19 BOT BOX
SDMH
106.30 RE
102.20 BOT BOX
PANEL.
PROTECT.
CARPORT
BUILDING
WOOD
FENCE
7.
0
0
'
S
S
E
96
O
R
3
5
5
6' WIDE
CONCRETE
CHANNEL
8"
D
I
W
A
T
E
R
BO
W
G
U
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T
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R
G
A
S
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A
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R
B
15
.
0
0
'
S
S
E
96
O
R
3
5
5
POWER POLE
STREET LIGHT
FH
POWER POLE
SIGN
ELECTRICAL
BOX
ELECTRICAL
BOX
WM BOX
WM BOX
WM BOX
BUILDING
PATIO CANOPY
GAS METER
CB
106.30 TC
102.34 IE 115'-0"
45'-0"56'-6"
15
'
-
0
"
SANITARY SEWER
EASEMENT
ACCESS EASEMENT
EX 12" Ø SSFM
TO REMAIN
13
'
-
0
"
10
'
-
0
"
9'-
6
"
203'-0"11
'
-
6
"
'
F
R
O
M
P
L
T
O
DU
C
T
B
A
N
K
CE
N
T
E
R
L
I
N
E
(
T
Y
P
)
SS CLEANOUT
LID EL 104.23
APARTMENT
BUILDING
APARTMENT
BUILDING
CARPORT
BUILDING
SLOPE CONSISTENTLY FROM 12" 90°
ELBOW TO FORCE MAIN DIVERSION
VALVE VAULT PIPING. SLOPE ≈ -1.14%
SHED
PROPERTY CORNER
N 2021276.78
E 6042773.55
PROTECT EX TREE
N 40°37'04" E
C-031
BUILDING CORNER
N 2021084.70
E 6042678.33
BUILDING CORNER
N 2021175.79
E 6042764.33
BUILDING
FORCE MAIN DIVERSION VALVE VAULT
SEE SHEET 010-C-3603
DEFLECT AS REQUIRED TO
CONNECT TO EX 12" Ø SSFM
12" FM (PV04)18" SS (PE01)
8" SS (PE01)
CHAIN LINK FENCE
AC PAVEMENT
MILL AND
OVERLAY (TYP)
SEE NOTE 1
12" 90° ELBOW, MJ
CL EL 99.67
4"± SS (PE01)
1" TYPE "K" SOFT,
ROLLED COPPER TUBING
ELECTRICAL DUCT BANK
SEE ELECTRICAL SHEETS.
FOR TRENCH, SEE DETAIL
A
B
NEW FENCE CORNER POST
LOCATION. TO SERVE AS LOCAL
PROJECT CONTROL POINT
(N 2021184.28, E 6042704.75)
N 43°14'45" E
D
C
E
F
5'-
0
"
10
'
-
0
"
REMOVE EX MATERIAL AND
INSTALL AC PAVEMENT
IN APPROXIMATELY 10' WIDE STRIP
FROM EX CONCRETE CHANNEL
WALL TO EX AC PAVEMENT (TYP)
SEE DETAIL
C-033
REMOVE EX MATERIAL AND INSTALL
AC PAVEMENT IN APPROXIMATELY
20' WIDE STRIP FROM EX PROPERTY
LINE TO EX AC PAVEMENT
SEE DETAIL
C-033
20
'
-
0
"
AC PAVEMENT AC PAVEMENT
AC PAVEMENT
AC
P
A
V
E
M
E
N
T
165'± PCC DRAINAGE SWALE
TO MATCH EXISTING
MIN 4" THICK W/
6"x6"x10 GAUGE WIRE MESH
DR 25
SHEET ______ OF ______
DR
A
W
N
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Y
:
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I
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G
RECORD DRAWING
This record drawing has been prepared, entirely or in part on the basis of
unverified information compiled and furnished by others to the preparer
who is not responsible for any inaccuracies, errors or omissions which
may have been incorporated into the document as a result.
RE
C
O
R
D
D
R
A
W
I
N
G
R
BC
2/
1
2
/
2
0
2
1
0 10 20
SCALE IN FEET
C:
\
p
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\
d
0
3
3
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4
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BY
:
33
010-C-2001
G
M
A
LN
F
G
M
A
1"
=
1
0
'
08
/
1
3
/
1
9
08
/
1
3
/
1
9
08
/
1
3
/
1
9
CI
V
I
L
41
S
T
A
V
E
L
I
F
T
S
T
A
T
I
O
N
O
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A
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L
S
I
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E
P
L
A
N
1
010-C-2601
SITE PLAN
Fr
i
d
a
y
,
F
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b
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u
a
r
y
1
2
,
2
0
2
1
4
:
0
1
:
0
9
P
M
GENERAL SHEET NOTES SHEET KEYNOTES
PG&E ELECTRICAL SERVICE PEDESTAL WITH CONCRETE
FOUNDATION PER DETAIL S-902 ON SHEET 000-S-5002.
FOUNDATION SHALL BE 3.00 ABOVE ADJACENT FINISH GRADE.
FOUNDATION SHALL EXTEND 3.00 INCHES BEYOND PANEL
BASE.
CONNECT TO EXISTING FORCE MAIN WITH RESTRAINED
COUPLING 3.00 FEET BEYOND PROPERTY LINE. COUPLING
SHALL BE ROMAC ALPHA SERIES OR APPROVED EQUAL. THE
PIPE MATERIAL AND THE EXACT LOCATION AND DEPTH OF THE
EXISTING FORCE MAIN ARE UNKNOWN. CONTRACTOR SHALL
POTHOLE EXISTING FORCE MAIN IN THE AREA OF THE POINT
OF CONNECTION SHOWN PRIOR TO ORDERING MATERIALS OR
BEGINNING CONSTRUCTION. CONTRACTOR SHALL SUBMIT
COMPATIBLE COUPLING MODEL BASED ON PIPE MATERIAL
ENCOUNTERED FOR APPROVAL.
CONNECT TO EX 5/8" WATER METER PER CAL WATER
STANDARDS. INSTALL BFP WITH PROTECTIVE ENCLOSURE PER
CAL WATER DRAWING NO. CW-1002R4. COORDINATE EXACT
REQUIREMENTS WITH CAL WATER PRIOR TO ORDERING
MATERIALS OR BEGINNING CONSTRUCTION.
INSTALL MECHANICAL JOINT BY FLANGE ADAPTER WITH BLIND
FLANGE FOR FUTURE CONNECTION 3.00 FEET BEYOND
PROPERTY LINE.
NEW CHAIN LINK FENCE TO REPLACE EXISTING REMOVED FOR
PIPING AND CONDUIT INSTALLATION. FENCE SHALL MATCH
EXISTING.
NEW PCC CONCRETE PAVEMENT AND CURBS TO REPLACE
EXISTING. PCC CONCRETE PAVEMENT AND CURBS SHALL
MATCH EXISTING. CONTRACTOR SHALL RECORD EXISTING
LOCATIONS, DIMENSIONS, AND ELEVATIONS PRIOR TO
REMOVAL.
A.
B.
C.
D.
E.
F.
WITHIN EASEMENT AREAS, TO INCLUDE TEMPORARY
CONSTRUCTION EASEMENT, ACCESS EASEMENT, AND SANITARY
SEWER EASEMENT, REHABILITATE ASPHALT PAVING WITH ONE
INCH MILL AND OVERLAY.
CONTRACTOR SHALL PROTECT EXISTING PAVEMENT AND
DRAINAGE FACILITIES NOT IDENTIFIED FOR REHABILITATION OR
REPLACEMENT. DAMAGED FACILITIES SHALL BE REPLACED IN
KIND AT THE CONTRACTOR'S EXPENSE, INCLUDING RESTRIPING
TO MATCH EXISTING PAVEMENT MARKINGS.
ALL WATER SERVICE COMPONENTS SHALL BE NSF-61 CERTIFIED
FOR DRINKING WATER USE.
PIPE TRENCHES SHALL BE PER DETAIL C-031 ON SHEET
000-C-5004.
CONTRACTOR SHALL MAINTAIN ACCESS TO ENTIRETY OF SITE TO
THE MAXIMUM EXTENT POSSIBLE. CONTRACTOR SHALL NOT
STORE EQUIPMENT OR MATERIALS IN A MANNER THAT LIMITS
ACCESS TO SITE. WHEN NOT WORKING, CONTRACTOR SHALL
STORE EQUIPMENT AND MATERIALS SUCH THAT ACCESS TO
REMAINING SITE IS NOT IMPEDED.
NEW PAVEMENT FINISH ELEVATIONS SHALL MATCH EXISTING
GRADE ELEVATIONS. CONTRACTOR SHALL RECORD EXISTING
GRADE ELEVATIONS PRIOR TO REMOVAL OF EXISTING MATERIAL.
1.
2.
3.
4.
5.
6.
15
.
0
0
'
S
S
E
96
O
R
3
5
5
10
.
0
0
'
S
S
E
96
O
R
3
5
5
19'-0"
34'-0"
2'-9"
15
'
-
0
"
1'-3"
3'-9"
13'-6"
6"
8'-
6
"
9'-
6
"
13
'
-
0
"
8" Ø VCP SS
18" Ø VCP SS
19'-6"
14'-6"
DR 17
3'-
6
"
5'-
0
"
15
'
-
0
"
19
'
-
0
"
1'-
3
"
1'-
6
"
3'-
6
"
M
I
N
2'-0"
DR 17
8'-
0
"
C
3'-6"
3'-6" MIN
13'-6" MIN
CONCRETE
CHANNEL
WALL (TYP)
WOOD
FENCE
SANITARY SEWER
EASEMENT
CARPORT
BUILDING
ACCESS EASEMENT
EP
EL 104.13
CONCRETE FL
EL 103.45
CONCRETE EDGE
EL 103.58
CONCRETE EDGE
EL 103.55
CONCRETE EDGE
EL 103.05
CONCRETE EDGE
EL 103.05
010-C-3602
DR 17
SIZE AND SLOPE
TO MATCH EX
NEW FENCE CORNER POST
LOCATION. TO SERVE AS LOCAL
PROJECT CONTROL POINT
(N 2021184.28, E 6042704.75)
N 40°37'04" E
C-033
CATCH BASIN
102.96 RE
101.01 IE 6" SW
VALVE VAULT
TOP EL 103.67
SEE SHEET 010-C-3601
WET WELL
TOP SLAB EL 103.67
SEE SHEET 010-C-3601
6' TALL BLACK VINYL-COATED CHAIN
LINK FENCE W/ BLACK PRIVACY SLATS
W/ 8" Ø CONCRETE-FILLED FENCE
POSTS SPACED MAX 5.00' OC (TYP)3.00' WIDE
SWING GATE
(TYP OF 2)
CONCRETE CHANNEL WALL
W/ CHAIN LINK FENCE TO
BE PROTECTED IN PLACE
ELECTRICAL CONDUITS
SEE ELECTRICAL SHEETS
12" FM (PV04)
CONC CHANNEL
BTM EL 100.70
CONC CHANNEL
BTM EL 100.74
18" SS (PE01)
8" SS (PE01)
EX WET/DRY WELL
WALL ADJACENT TO
CHANNEL TO REMAIN
A
C
G H
E
COUPLING TO
TRANSITION FROM
EX VCP TO NEW HDPE
(TYP OF 2)
CONNECT TO EX PIPE WITH
TRANSITION COUPLING.
POTHOLE EX SS PIPE
PRIOR TO CONSTRUCTION
AND ORDERING MATERIALS
I
J
AC PAVEMENT
MILL AND
OVERLAY
12" 90° ELBOW, MJ
CL EL 99.67
(TYP OF 4)
PCC DRAINAGE
SWALE
B
D
F
4"± SS (PE01)
AC PAVEMENT
SLOPE TO DRAIN AWAY FROM EX CONCRETE
CHANNEL AND NEW RETAINING WALL (TYP)
SEE DETAIL
WATER SERVICE PIPING
AC PAVEMENT
MILL AND
OVERLAY
PAD 104.24
PV 103.92
PAD 104.24
PV 103.74
PAD 104.24
PV 103.78
PAD 104.24
PV 103.88
PAD 104.49
PV 104.13 PAD 104.49
PV 103.99
PAD 104.49
PV 104.01PAD 104.49
PV 104.15
TW 104.00 TW 103.80
SHEET ______ OF ______
DR
A
W
N
B
Y
:
DE
S
I
G
N
E
D
B
Y
:
QC
C
H
E
C
K
E
D
B
Y
:
PR
O
J
E
C
T
N
o
.
SC
A
L
E
:
DA
T
E
:
DA
T
E
:
DA
T
E
BY
DE
S
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V
.
N
O
.
DA
T
E
:
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Y
P
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RECORD DRAWING
This record drawing has been prepared, entirely or in part on the basis of
unverified information compiled and furnished by others to the preparer
who is not responsible for any inaccuracies, errors or omissions which
may have been incorporated into the document as a result.
RE
C
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D
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BC
2/
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1
0 3 6
SCALE IN FEET
C:
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34
010-C-2601
G
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LN
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A
1"
=
3
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/
1
3
/
1
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08
/
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SITE PLAN1
010-C-2001
SEE SHEET SHEET 010-E-2601 FOR ELECTRICAL SITE PLAN.
SITE SPACE IS LIMITED. GENERATOR AND ASSOCIATED EQUIPMENT
SHALL FIT WITHIN THE DIMENSIONAL CONSTRAINTS SHOWN.
DIMENSIONS SHOWN FROM THE GENERATOR ARE FROM THE
OUTERMOST PORTION OF ALL ASSOCIATED EQUIPMENT,
INCLUDING FUEL TANK, SOUND ATTENUATING ENCLOSURE, AIR
VENTS, AND ALL OTHER COMPONENTS.
WET WELL SUPPORT OF EXCAVATION TO BE CONSTRUCTED IN
ACCORDANCE WITH SPECIFICATION SECTION 31 57 00 - SECANT
PILING, SECTION 31 63 26 - DRILLED CAISSON, OR SECTION 31 64 16
- EXCAVATED CAISSON OR APPROVED EQUAL AS ACCEPTED BY
THE ENGINEER. SUPPORT OF EXCAVATION SYSTEMS USING
SOLDIER PILES AND LAGGING AND/OR SHEET PILES IS NOT
ALLOWED.
SUPPORT OF EXCAVATION SYSTEM SHALL BE WATERTIGHT SUCH
THAT THERE IS NO MORE THAN ONE FOOT OF DRAW-DOWN OF THE
WATER TABLE FROM OUTSIDE OF THE EXCAVATION.
1.
2.
3.
4.
SHEET KEYNOTES
CONTROL PANEL. SEE SHEET 010-E-3101.
FOUNDATION FOR CONTROL PANEL. SEE DETAIL S-902 ON
SHEET 000-S-5002. FOUNDATION TOP ELEVATION SHALL BE
104.49. FOUNDATION SHALL EXTEND 3.00 INCHES BEYOND
PANEL BASE.
STANDBY DIESEL ENGINE-DRIVEN GENERATOR SET WITH
SUB-BASE FUEL TANK. CONTRACTOR SHALL INSTALL SO
DIESEL FUEL TANK FILL PORT IS ON THE SIDE OF THE TANK
NEAREST THE GATE (NORTHEAST END).
FOUNDATION FOR GENERATOR. SEE DETAIL S-901 ON SHEET
000-S-5002. FOUNDATION TOP ELEVATION SHALL BE 104.24.
FOUNDATION SHALL EXTEND 6.00 INCHES BEYOND
GENERATOR BASE.
CABLE TERMINATION PANEL. SEE DETAIL E-901 ON SHEET
000-E-5002.
FOUNDATION FOR CABLE TERMINATION PANEL. SEE DETAIL
S-902 ON SHEET 000-S-5002. FOUNDATION TOP ELEVATION
SHALL BE 104.08. FOUNDATION SHALL EXTEND 3.00 INCHES
BEYOND PANEL BASE.
ANTENNA SUPPORT POLE. SEE DETAIL I-901 ON SHEET
000-N-5001.
LIGHTING POLE FOUNDATION. SEE DETAIL E-903 ON SHEET
000-E-5002.
HOSE BIB.
WOOD FENCE TO MATCH EXISTING WOOD FENCE.
A.
B.
C.
D.
E.
F.
G.
H.
I.
J.
GENERAL SHEET NOTES
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P
M
8'-6"
12" x 10" x 10" REDUCING
TEE W/ TAPPED BOSS FOR
ARV CONNECTION, FLG
EX CONCRETE CHANNEL WALL EX CONCRETE CHANNEL WALL BASE
12" FM (PV04)
10" SPD (DI02)
12" SPD (DI02)
FLG x PE
3'-9"
LADDER
STEPS
2'-3"
TRANSITION COUPLING
FERNCO SERIES 1002 OR
APPROVED EQUAL
POTHOLE EX 18" Ø VCP
PRIOR TO CONSTRUCTION
POTHOLE EX 8" Ø VCP
PRIOR TO CONSTRUCTION
FM
(
P
V
0
4
)
SP
D
(
D
I
0
2
)
10" SPD (DI02)
FLG, LENGTH AS REQUIRED
BY PIPING SPACING
PMP-10-101
PMP-10-102
1'-6"18" SS (PE01)
DR 17
DR 17
MIN BENDING
RADIUS = 22.00'
TRANSITION COUPLING
FERNCO SERIES 1002 OR APPROVED EQUAL
ENCASE COUPLING IN MIN 1.00' CONCRETE
TO PREVENT COUPLING JOINT DEFLECTION
DURING BENDING OF NEW PIPE
FOR PIPE PENETRATIONS
SEE DETAIL
(TYP)C-001
13'-6" MIN (AS REQ'D TO NOT
EXCEED MIN BENDING RADIUS)
EXTEND PIPE 12" FROM
INSIDE OF WET WELL
WALL AND CUT TO
REMOVE TOP OF PIPE
ABOVE PIPE SPRING LINE
(TYP OF 2)
5'-
6
"
±4
'
-
1
"
1'-
3
1
/
2
"
2'-
1
1
"
±2
'
-
7
"
12" 90° ELBOW,
MJ
A
010-C-3601
B
010-C-3601
4"± SS (PE01)
DR 17
EL PER PLAN
REQUIREMENTS
APPROXIMATE SUPPORT OF EXCAVATION.
DESIGN BY CONTRACTOR.
CLSM OR GROUT BETWEEN
SUPPORT OF EXCAVATION
AND STRUCTURE WALL 8" SS (PE01)
10" DIP, FLG x PE
WET WELL INVERT EL 84.50
STAINLESS STEEL
PUMP GUIDE RAILS
PER MANUFACTURER
H20-RATED ALUMINUM
ACCESS HATCHES
PIPE FLANGE SUPPORT
(5 TOTAL IN VAULT)
SEE DETAIL
12" LAYER OF CRUSHED ROCK
EXTEND TO LIMITS OF
EXCAVATION ON ALL SIDES
PUMP DISCHARGE BASE
ELBOW W/ 8" FLG DISCHARGE
FOR MOUNTING, SEE WET
WELL INVERT PLAN
8"x10" REDUCER, FLG
PUMP GUIDE RAIL
UPPER SUPPORT
BRACKET
10" 90° ELBOW,
MJ x FLG
10" AIR-CUSHIONED
SWING CHECK
VALVE (TYP OF 2)
10" RESTRAINED
FLANGE ADAPTER
(EBAA IRON 2100
MEGAFLANGE)
LATERAL RAIL SUPPORT
FROM DISCHARGE PIPE
AT MIDSPAN OF RAILS
PER PUMP
MANUFACTURER
STANDARD
2'-0"
10"x6" REDUCER
6" STAINLESS STEEL
FLANGED CAM & GROOVE
FITTING W/ DUST CAP
6" GATE VALVE
PIPE CL
EL 99.67
VAULT DRAIN
ASSEMBLY
SEE DETAIL
10" SIDE-OUTLET
ELBOW
10" GATE VALVE
(TYP OF 2)
10" SPD (DI02)
C-004
C-003
M-005
M-004
LEVEL SWITCH LOW LOW (LSLL) EL 88.5
LEVEL ELEMENT (LE) PUMP OFF EL 88.8
LEVEL ELEMENT (LE) PUMP ON EL 93.0
LEVEL SWITCH HIGH HIGH (LSHH) EL 95.0
STAINLESS STEEL
PUMP LIFTING CHAIN
SUBMERSIBLE PUMP
FLYGT MODEL NP 3202 MT ~ 462
W/ 35 HP MOTOR
TRANSDUCER LEVEL ELEMENT
FOR MOUNTING
SEE DETAIL
WET WELL TOP SLAB
EL 103.67
SEE WET WELL TOP SLAB PLAN
18" Ø HDPE INFLUENT
INV EL 92.0±
8" Ø HDPE INFLUENT
INV EL 92.1±
CONCRETE FILLETS
FOR PLAN DIMENSIONS, SEE DETAIL
C-010
FLOAT LEVEL SWITCH TO
BE SET AT LSHH AND LSLL
SEE DETAIL
C-013
PRESSURE GAUGE
W/ ANNULAR SEAL
SEE DETAIL
I-301
5'-
6
"
CLSM OR GROUT BETWEEN
SUPPORT OF EXCAVATION
AND STRUCTURE WALL
EX CONCRETE
CHANNEL WALL
H20-RATED ALUMINUM
ACCESS HATCH
TOP OF EX WALL
EL 104.0±
EX 2" Ø WEEP HOLE AT 5' OC
W/ 1± CF OF DRAIN ROCK
BEHIND EACH WEEP HOLE
15'-0"
LADDER STEPS
(BEHIND)
PL
AIR/VACUUM VALVE A.R.I.
D-26, STAINLESS STEEL
SEE DETAIL
CONCRETE WET WELL
(BEHIND SECTION)
TELESCOPING LADDER SAFETY
POST, BILCO LADDERUP
SAFETY POST. ATTACH TO TOP
TWO RUNGS PER
MANUFACTURER INSTRUCTIONS
C-014
12" LAYER OF CRUSHED
ROCK EXTEND TO
LIMITS OF EXCAVATION
ON ALL SIDES
EX CHAIN LINK
FENCE
SHEET ______ OF ______
DR
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RECORD DRAWING
This record drawing has been prepared, entirely or in part on the basis of
unverified information compiled and furnished by others to the preparer
who is not responsible for any inaccuracies, errors or omissions which
may have been incorporated into the document as a result.
RE
C
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D
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BC
2/
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1
SECTION
SCALE: 1/2" = 1'-0"
A
WET WELL AND VALVE VAULT PLAN
SCALE: 1/2" = 1'-0"
SECTION
SCALE: 1/2" = 1'-0"
B
C:
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35
010-C-3601
G
M
A
LN
F
G
M
A
1/
2
"
=
1
'
-
0
"
02
/
1
3
/
1
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02
/
1
3
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1
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0 2 4
SCALE IN FEET
GENERAL SHEET NOTES
PRECAST CONCRETE WET WELL AND VALVE VAULT SHALL BE
DESIGNED, DETAILED, FURNISHED, AND INSTALLED BY THE
CONTRACTOR. SEE SPECIFICATION SECTION 33 05 16.
ALL MJ FITTINGS AND UNRESTRAINED JOINTS SHALL BE
RESTRAINED WITH EBAA MEGALUGS OR APPROVED EQUIVALENT.
ALL HARDWARE SHALL BE TYPE 316 STAINLESS STEEL.
ALL DUCTILE IRON PIPE, FITTINGS, AND VALVES SHALL BE EPOXY
LINED AND COATED.
ALL GATE VALVES SHALL BE MUELLER OR APPROVED EQUAL, BE
OPEN STEM AND YOKE, AND HAVE HAND WHEELS.
ACCESS HATCH FRAMES FOR WET WELL AND VALVE VAULT
STRUCTURES SHALL BE EQUIPPED WITH A DRAIN THAT IS
DIRECTED INTO THE RESPECTIVE STRUCTURE.
WET WELL SUPPORT OF EXCAVATION SHALL BE NO CLOSER
THAN 7.00 FEET FROM BUILDING STRUCTURES.
SEQUENCING FOR SUPPORT OF EXCAVATION OF WET WELL
SHALL BE DETERMINED BY CONTRACTOR TO AVOID CONFLICTS
WITH EXISTING AND NEW INFRASTRUCTURE.
CONTRACTOR SHALL USE WATERTIGHT WET WELL SUPPORT OF
EXCAVATION IN ACCORDANCE WITH SPECIFICATION SECTION 31
57 00 - SECANT PILING, SECTION 31 63 26 - DRILLED CAISSON, OR
SECTION 31 64 16 - EXCAVATED CAISSON.
CONTRACTOR SHALL PROVIDE CALCULATIONS INCLUDING BUT
NOT LIMITED TO THE SHAFT INVERT UPLIFT, OVERALL
BUOYANCY, ANTICIPATED SETTLEMENT, AND STRUCTURAL
INTEGRITY.
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
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P
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010-C-3601 010-C-3601
EX CONCRETE
CHANNEL
FLOOR
12" PVC SSFM
PL
FILL W/ CLSM
FENCE POST
42" MIN EMBEDMENT INTO
RETAINING WALL
EX WET/DRY WELL
CONCRETE
STRUCTURE
RETAINING WALL
SEE SHEET 010-S-2001
TOP OF EX CONCRETE
WET DRY WELL
EX CONCRETE
CHANNEL
NOTE: ELECTRICAL CONDUITS NOT SHOWN.
PAVEMENT FINISH
GRADE SHALL CONFORM
TO TOP OF WALL SUB-BASE DIESEL
FUEL TANK
ENGINE-GENERATOR SET
FOUNDATION
TOP OF WALL EL
PER SHEET 010-C-2601
2'-6"1'-6"2'-1"0'-5"
.%
1'-5"
8' Ø
FLYGT REFERENCE POINT
3
4" Ø ANCHOR BOLT
FOR MOUNTING PUMP
DISCHARGE BASE
ELBOW (TYP OF 4 PER
PUMP)
.%
5'-
8
"
1'-
5
1
/
2
"
CONCRETE OPENING FOR ACCESS
HATCH W/ FALL PROTECTION,
TRAFFIC AREA H20-44 LOADING1'-5"
FL
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T
P
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3'-10"
NOTE: CONTRACTOR SHALL ENSURE CLEAR OPENING IS PROVIDED FOR
PUMPS TO BE MOVED IN AND OUT OF ACCESS HATCH. PLACEMENT AND
CONFIGURATION OF SAFETY GRATES, CABLES, CABLE HOOKS, AND OTHER
ITEMS SHALL BE CONSIDERED TO ENSURE THE CLEAR AREA IS PROVIDED.
ULTRASONIC LEVEL
TRANSDUCER MOUNT
SEE DETAIL
8' Ø
3'-7 1/2" MIN CLR
PUMP GUIDE RAIL UPPER SUPPORT
BRACKET PLUMB W/ PUMP DISCHARGE
BASE ELBOW FLYGT REFERENCE POINT.
SEE WET WELL INVERT PLAN
(TYP OF TWO)
C-010
6'-
4
"
5'-
8
"
M
I
N
C
L
R
.%
.%
SHEET ______ OF ______
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RECORD DRAWING
This record drawing has been prepared, entirely or in part on the basis of
unverified information compiled and furnished by others to the preparer
who is not responsible for any inaccuracies, errors or omissions which
may have been incorporated into the document as a result.
RE
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010-C-3602
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SCALE: 1/2" = 1'-0"
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010-C-2601
PERMANENT STRUCTURE - WET WELL INVERT PLAN
SCALE: 1/2" = 1'-0"
PERMANENT STRUCTURE - WET WELL TOP SLAB PLAN
SCALE: 1/2" = 1'-0"
12" FM (PV04)
12" FM (PV04)
12" FM (PV04)
7'-0"
1'-6"
TO CAP FOR FUTURE
CONNECTION
TO EXISTING
FORCE MAIN
CONNECTION
12" GATE VALVE,
FLG x MJ
(TYP OF 3)
12" FM (DI02)
12" FM (DI02)
12" FM (DI02)
12" RESTRAINED
COUPLING
(TYP OF 3)
4'-
0
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3'-
0
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1'-
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D
010-C-3603
PIPE CL
EL 98.50
LADDER STEPS
(BEHIND)
TELESCOPING LADDER SAFETY POST,
BILCO LADDERUP SAFTEY POST.
ATTACH TO TOP TWO RUNGS PER
MANUFACTURER INSTRUCTIONS
FOR PIPE PENETRATIONS
SEE DETAIL
(TYP)C-001
VAULT
RIM EL 105.75
12" LAYER OF CRUSHED
ROCK EXTEND TO
LIMITS OF EXCAVATION
ON ALL SIDES
8'-
9
"
PIPE FLANGE SUPPORT
(TYP OF 3 IN VAULT)
SEE DETAIL
C-004
1'-6"1'-6"
SHEET ______ OF ______
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RECORD DRAWING
This record drawing has been prepared, entirely or in part on the basis of
unverified information compiled and furnished by others to the preparer
who is not responsible for any inaccuracies, errors or omissions which
may have been incorporated into the document as a result.
RE
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010-C-3603
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0 2 4
SCALE IN FEET
FORCE MAIN DIVERSION VALVE VAULT PLAN
SCALE: 1/2" = 1'-0"
SECTION
SCALE: 1/2" = 1'-0"
GENERAL SHEET NOTES
PRECAST CONCRETE VALVE VAULT SHALL BE DESIGNED,
DETAILED, FURNISHED, AND INSTALLED BY THE CONTRACTOR.
SEE SPECIFICATION SECTION 33 05 16.
ALL MJ FITTINGS AND UNRESTRAINED JOINTS SHALL BE
RESTRAINED WITH EBAA MEGALUGS OR APPROVED EQUIVALENT.
ALL HARDWARE SHALL BE TYPE 316 STAINLESS STEEL.
ALL DUCTILE IRON PIPE, FITTINGS, AND VALVES SHALL BE EPOXY
LINED AND COATED.
ALL GATE VALVES SHALL BE MUELLER OR APPROVED EQUAL, BE
OPEN STEM AND YOKE, AND HAVE HAND WHEELS.
ACCESS HATCH FRAME FOR FORCE MAIN DIVERSION VALVE
VAULT STRUCTURE SHALL BE EQUIPPED WITH A DRAIN THAT IS
DIRECTED OUTSIDE OF THE STRUCTURE INTO DRAIN ROCK PER
DETAIL S-591.
1.
2.
3.
4.
5.
6.
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D
010-C-3603
SPECIFICATION ITEM
DEFERRED SUBMITTALS:
01 33 17 STRUCTURAL DESIGN, SUPPORT, AND ANCHORAGE
33 05 16 PRECAST CONCRETE MANHOLES, WET WELLS, AND VAULTS
PRECAST CONCRETE
THE CONTRACTOR SHALL DESIGN, DETAIL, FURNISH AND INSTALL PRECAST
CONCRETE MEMBERS AS SHOWN AND PROVIDE DRAWINGS AND CALCULATIONS
STAMPED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF
CALIFORNIA. DRAWINGS AND CALCULATIONS SHALL BE SUBMITTED TO THE
ENGINEER FOR REVIEW. THE DESIGN SHALL BE PER THE SPECIFICATIONS.
ALL CONSTRUCTION JOINTS SHALL BE ROUGHENED TO 1/4" MIN
AMPLITUDE AND THOROUGHLY CLEANED FOR BOND.
LOCATION OF ALL CONSTRUCTION JOINTS SHALL BE AS SHOWN ON THE
DRAWINGS OR APPROVED BY THE ENGINEER. ALL CONSTRUCTION JOINTS
LOCATED ON THE DRAWINGS, OR REQUIRED FOR CONSTRUCTION BUT NOT
SHOWN ON THE DRAWINGS, SHALL HAVE A 6" FLATSTRIP WATERSTOP IF
IN CONTACT WITH WATER OR GROUNDWATER. IN ADDITION, JOINTS IN ALL
SLABS COVERED WITH WATER SHALL HAVE BOTH A 6" FLATSTRIP
WATERSTOP AND A SEALANT GROOVE.
DOWELS, PIPE, WATERSTOPS AND OTHER INSTALLED MATERIALS AND
ACCESSORIES SHALL BE HELD SECURELY IN POSITION WHILE
CONCRETE IS BEING PLACED.
UNLESS OTHERWISE INDICATED, ASIDE FROM NORMAL ACCESSORIES
USED TO HOLD REINFORCING BARS FIRMLY IN POSITION, THE
FOLLOWING SHALL BE ADDED:
+/- 3/8 INCH FOR MEMBERS WITH DEPTH D </= 8 INCHES
+/- 1/2 INCH FOR MEMBERS WITH DEPTH D > 8 INCHES
STEEL CONSTRUCTION SHALL CONFORM TO THE SPECIFICATIONS AND
STANDARDS AS CONTAINED IN THE FOURTEENTH EDITION OF THE AISC
STEEL CONSTRUCTION MANUAL.
STRUCTURAL WIDE FLANGE SHAPES SHALL BE STEEL MEETING ASTM
A-992 SPECIFICATIONS.
OTHER SHAPES, BARS, PLATES AND SHEETS SHALL BE OF STEEL MEETING
ASTM A-36 SPECIFICATIONS.
PIPE, PIPE COLUMNS, AND BOLLARDS SHALL BE OF STEEL MEETING ASTM
A-53, TYPE E OR S, GRADE B STANDARD WEIGHT, UNO
HSS SHALL BE OF STEEL MEETING ASTM A-500 GRADE B.
STEEL JOISTS, BEAMS, AND GIRDERS SHALL NOT BE RELOCATED
WITHOUT APPROVAL BY THE ENGINEER.
ALL WELDING SHALL BE BY THE SHIELDED ARC METHOD AND SHALL
CONFORM TO AWS CODE FOR ARC AND GAS WELDING IN BUILDING
CONSTRUCTION. QUALIFICATIONS OF WELDERS SHALL BE IN ACCORDANCE
WITH THE SPECIFICATIONS FOR STANDARD QUALIFICATION PROCEDURE
OF THE AWS.
UNLESS OTHERWISE NOTED OR SPECIFIED, ALL STRUCTURAL CONCRETE
SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI
IN 28 DAYS.
REINFORCEMENT STEEL SHALL BE DEFORMED BARS CONFORMING IN
QUALITY TO THE REQUIREMENTS OF ASTM A-615, "SPECIFICATION FOR DEFORMED
AND PLAIN CARBON-STEEL BARS FOR CONCRETE REINFORCEMENT", GRADE 60
COLUMN SPIRALS SHALL CONFORM TO ASTM A-615, "SPECIFICATION FOR DEFORMED
AND PLAIN CARBON-STEEL BARS FOR CONCRETE REINFORCEMENT", GRADE 60
OR ASTM A-1064 "SPECIFICATION FOR CARBON-STEEL WIRE AND WELDED WIRE
REINFORCEMENT, PLAIN AND DEFORMED, FOR CONCRETE".
ALL DETAILING, FABRICATION AND PLACING OF REINFORCING BARS,
UNLESS OTHERWISE INDICATED, SHALL BE IN ACCORDANCE WITH
ACI-315, "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED
CONCRETE STRUCTURES", LATEST EDITION.
TOLERANCES IN PLACING REINFORCEMENT SHALL BE:
IN SLABS #5 RISER BARS AT 36 INCHES OC MAXIMUM TO
SUPPORT TOP REINFORCING BARS.
IN WALLS WITH 2 CURTAINS #3 U OR Z SHAPE SPACERS
AT 6 FEET OC EACH WAY.
A)
B)
ALL GROUT SHALL BE NON-SHRINK GROUT, UNLESS INDICATED
OTHERWISE.
UNLESS OTHERWISE SHOWN CONCRETE WALLS AND SLABS SHALL BE
REINFORCED AS FOLLOWS: #4@12" EW , CENTER OF 6" SECTIONS; #5@12"
EW, CENTER OF 8" SECTIONS; #4 @ 12" EW EF OF 10" SECTIONS; #5@12"
EW EF OF 12" AND THICKER SECTIONS.
FOR CONCRETE PLACED AGAINST EARTH
(SEE CONSTRUCTION JOINT DETAILS FOR
THIN SLABS-ON-GRADE, BOTTOM COVER
MAY BE LESS THAN 3" IF SO INDICATED)
FOR SURFACES IN CONTACT WITH WATER OR WEATHER
AND FORMED SURFACES IN CONTACT WITH EARTH
FOR CONCRETE NOT EXPOSED TO WEATHER,
OR IN CONTACT WITH WATER OR EARTH
WHEN FILLING THE STRUCTURES WITH WATER FOR THE TEST REQUIRED
IN THE SPECIFICATIONS, ALL VARIOUS BASINS LOCATED IN THE SAME
STRUCTURE SHALL BE FILLED SIMULTANEOUSLY AT THE SAME RATE IN
ORDER TO KEEP THE SAME LEVEL IN EACH BASIN.
DETAILS ON S-5000 SERIES ARE PART OF STANTEC'S STRUCTURAL STANDARD
DETAILS.
THESE DETAILS ARE TO BE USED WHEN REFERRED TO OR WHEN NO
OTHER MORE RESTRICTIVE OR DIFFERENT DETAILS ARE INDICATED
ON THE DRAWINGS.
DETAILS NOT PERTAINING TO THE PROJECT ARE MARKED THUS
VERTICAL REINFORCEMENT FOR CONCRETE OR MASONRY SHALL
BE SPLICED WITH DOWEL BARS OF THE SAME SIZE AND SPACING
FROM THE FOUNDATION USING A STANDARD SPLICE LENGTH
UNLESS INDICATED OTHERWISE.
SEALANT SHALL BE PLACED AT THE TOP OF ALL JOINTS RECEIVING
EXPANSION JOINT FILLER. SEALANT DEPTH SHALL BE THE JOINT FILL
THICKNESS OR 1/2", WHICHEVER IS LESS.
METAL CLIPS OR SUPPORTS SHALL NOT BE PLACED IN CONTACT
WITH THE FORMS OR THE SUBGRADE. CONCRETE BLOCKS (OR
DOBIES) SUPPORTING BARS ON SUBGRADE SHALL BE IN SUFFICIENT
NUMBERS TO SUPPORT THE BARS WITHOUT SETTLEMENT, BUT IN
NO CASE SHALL SUCH SUPPORT BE CONTINUOUS.
DOWELS SHALL BE WIRED OR OTHERWISE HELD IN POSITION. THEY
SHALL NOT BE SHOVED INTO FRESHLY PLACED CONCRETE.
UNLESS OTHERWISE INDICATED ON THE DRAWINGS, LAPS OF
REINFORCEMENT SHALL BE AS SHOWN ON DETAIL S-143.
LOCATE TWO 3/4 INCH GALVANIZED RICHMOND ROCKET INSERTS,
HOHMANN & BARNARD OR EQUAL, STRADDLING CENTERLINE OF
EQUIPMENT OVER ALL PUMPS, METERS OR OTHER MECHANICAL
UNITS OF MORE THAN 100 LBS, FOR INSERTING LIFTING EYES IF
NOT OTHERWISE INDICATED.
REINFORCING BARS AND ACCESSORIES SHALL NOT BE IN CONTACT
WITH ANY PIPE, PIPE FLANGE OR METAL PARTS EMBEDDED IN
CONCRETE, A MINIMUM OF 2 INCHES CLEARANCE SHALL BE
PROVIDED AT ALL TIMES.
3"
2"
1 1/2"
ALL ITEMS EMBEDDED IN CONCRETE SHALL BE SPACED ON CENTER
AT LEAST 3 TIMES THEIR OUTSIDE DIMENSION. THE OUTSIDE DIMENSION
SHALL NOT EXCEED ONE THIRD OF THE MEMBER THICKNESS
ELECTRICAL CONDUIT EMBEDDED IN CONCRETE SHALL NOT BE SPACED
CLOSER THAN 3 OUTSIDE DIAMETERS ON CENTER.
UNLESS OTHERWISE SHOWN ON THE DRAWINGS CONCRETE
COVER FOR REINFORCING BARS SHALL BE AS FOLLOWS:
UNLESS OTHERWISE NOTED, WALLS AND SLABS SHOWN WITH A SINGLE
LAYER OF REINFORCEMENT SHALL HAVE THAT REINFORCEMENT
CENTERED
SLABS WITH SLOPING SURFACES SHALL HAVE THE INDICATED SLAB
THICKNESS MAINTAINED AS THE MINIMUM. SLAB-ON-GRADE BOTTOMS MAY
EITHER SLOPE WITH THE TOP SURFACE OR BE LEVEL. REINFORCING
IN SLABS WITH SLOPING SURFACES SHALL BE PLACED AT THE
REQUIRED CLEARANCE FROM THE SLAB SURFACES.
GENERAL
STRUCTURAL STEEL
CONCRETE (EXCEPT PRECAST CONCRETE)TESTING HYDRAULIC STRUCTURES
STRUCTURAL STANDARD DETAILS
GENERAL NOTESGENERAL NOTES
THESE NOTES ARE GENERAL AND APPLY TO THE ENTIRE PROJECT
EXCEPT WHERE SPECIFICALLY INDICATED OTHERWISE.
STRUCTURAL DIMENSIONS CONTROLLED BY OR RELATED TO
MECHANICAL OR ELECTRICAL EQUIPMENT SHALL BE COORDINATED
BY THE CONTRACTOR PRIOR TO CONSTRUCTION. BOLT SIZES, TYPES,
AND PATTERNS SHALL BE VERIFIED WITH THE MANUFACTURER.
ALL BOLT PATTERNS SHALL BE TEMPLATED TO ENSURE ACCURACY
OF PLACEMENT.
MECHANICAL AND ELECTRICAL EQUIPMENT SUPPORTS, ANCHORAGES,
OPENINGS, RECESSES AND REVEALS NOT SHOWN ON THE STRUCTURAL
DRAWINGS BUT REQUIRED BY OTHER CONTRACT DRAWINGS, SHALL BE
PROVIDED FOR PRIOR TO PLACING CONCRETE.
STRUCTURAL DRAWINGS SHALL BE USED IN COORDINATION WITH
MECHANICAL, ELECTRICAL, ARCHITECTURAL, AND CIVIL DRAWINGS AND
WITH SHOP DRAWINGS PROVIDED BY MANUFACTURERS OF EQUIPMENT.
STRUCTURES HAVE BEEN DESIGNED FOR OPERATIONAL, HYDROSTATIC,
AND BACKFILL LOADS ON THE COMPLETED STRUCTURES. THE
STRUCTURES HAVE NOT BEEN DESIGNED TO RESIST THESE LOADS
WHILE ONLY PARTIALLY CONSTRUCTED. DURING CONSTRUCTION, THE
STRUCTURES SHALL BE PROTECTED FROM ALL CONSTRUCTION LOADS
BY BRACING AND BALANCING UNTIL ALL STRUCTURAL ELEMENTS ARE IN
PLACE, AND ALL CONCRETE HAS REACHED THE SPECIFIED 28 DAY
COMPRESSIVE STRENGTH. OVERLOADING OF ANY STRUCTURAL
ELEMENT IS PROHIBITED.
UNLESS OTHERWISE SHOWN, ON ALL STRUCTURAL DRAWINGS THE
FINISHED GRADE AROUND STRUCTURES IS SHOWN THUS,
INDICATING EITHER GROUND SURFACE, TOP OF CONCRETE SLAB, OR
AC PAVEMENT. FOR DETAILS OF FINISH SURFACES, SEE CIVIL AND
ARCHITECTURAL DRAWINGS.
DEFERRED SUBMITTALS ARE THOSE PORTIONS OF THE DESIGN WHICH ARE
PROVIDED BY THE CONTRACTOR AND THEREFORE WERE NOT SUBMITTED AT
THE TIME OF THE PERMIT APPLICATION, AND WHICH ARE TO BE SUBMITTED TO
THE PERMITTING AGENCY PRIOR TO FABRICATION OR INSTALLATION OF THAT
PORTION OF THE WORK.
NO WORK SHALL BE PERFORMED FOR DEFERRED SUBMITTAL ITEMS UNTIL THE
PLANS FOR SUCH WORK HAVE BEEN REVIEWED AND FOUND ACCEPTABLE BY
THE STRUCTURAL ENGINEER OF RECORD AND APPROVED BY THE BUILDING
OFFICIAL.
DRAWINGS AND CALCULATIONS FOR THESE ITEMS SHALL BE SIGNED AND
SEALED BY A LICENSED CALIFORNIA PROFESSIONAL ENGINEER. NO
FABRICATION SHALL COMMENCE UNTIL THE FINAL APPROVAL HAS BEEN ISSUED
BY THE BUILDING OFFICIAL AND THE STRUCTURAL ENGINEER OF RECORD.
THE DEFERRED SUBMITTALS SHALL INCLUDE AS A MINIMUM, BUT NOT BE
LIMITED TO, THE FOLLOWING ITEMS:
REFER TO THE NOTES BELOW, AND ELECTRICAL AND STRUCTURAL DRAWINGS
AND SPECIFICATIONS, FOR CONDUIT PLACEMENT REQUIREMENTS. CONDUIT NOT
IN CONFORMANCE WITH THESE REQUIREMENTS SHALL NOT BE INSTALLED
WITHOUT WRITTEN APPROVAL FROM THE STRUCTURAL ENGINEER OF RECORD.
FOR CONDUIT RUNNING IN THE PLANE OF CONCRETE SLABS OR WALLS:
THE OUTSIDE DIAMETER OF THE CONDUIT SHALL NOT EXCEED ONE-THIRD OF THE
MEMBER THICKNESS;
CONDUIT SHALL NOT BE SPACED CLOSER THAN 3 OUTSIDE DIAMETERS ON
CENTER;
CONDUIT SHALL BE LOCATED ONLY WITHIN THE MIDDLE THIRD OF THE MEMBER;
CONDUIT SHALL NOT BE SUPPORTED DIRECTLY ON REBAR.
FOR CONDUIT RUNNING THROUGH THE PLANE OF CONCRETE SLABS OR WALLS:
COORDINATE CONDUIT PLACEMENT TO AVOID OR MINIMIZE IMPACT TO REBAR
PLACEMENT.
CONDUIT SHALL BE 2 INCHES MINIMUM CLEAR OF REBAR.
REBAR MAY BE SHIFTED 2 INCHES MAXIMUM TO AVOID CONDUIT.
WHERE REBAR MUST BE CUT TO ACCOMMODATE CONDUIT PLACEMENT, PROVIDE
ADDITIONAL REINFORCEMENT PER DETAIL S-144 OR S-148, CONSIDERING THE
CONDUIT PENETRATION(S) AS AN EQUIVALENT CIRCULAR OR RECTANGULAR
OPENING, RESPECTIVELY.
CONDUIT COORDINATION NOTES
DESIGN IN ACCORDANCE WITH THE 2016 EDITION OF THE CALIFORNIA BUILDING
CODE, EXCEPT WHERE OTHER APPLICABLE CODES OR THE FOLLOWING NOTES
ARE MORE RESTRICTIVE.
RISK CATEGORY:III
APPLICABLE LOADS AND LOAD PARAMETERS:
FLOOR LIVE LOADS:
WIND LOADS:
UNIFORM LIVE LOAD (PSF):
REDUCED LIVE LOAD (PSF):
CONCENTRATED LOAD (LBS):
IMPACT LOAD (% OF LOAD):
38TH AND EL CAMINO SEISMIC LOADS:
SOIL LOADS:
ALLOWABLE BEARING PRESSURE
38TH AVE, DEAD PLUS LIVE (PSF):
38TH AVE, WIND AND SEISMIC (PSF):
41ST AVE, DEAD PLUS LIVE (PSF):
41ST AVE, WIND AND SEISMIC (PSF):
FROST DEPTH (INCHES):
MINIMUM FOOTING WIDTH (INCHES):
1500
2000
2000
2666
NA
12
BASIC WIND SPEED (3 SEC - MPH):
INTERNAL PRESSURE COEFFICIENT:
COMPONENTS AND CLADDING (PSF):
250
NA
8000
30
115
NA
NA
1.25
1.28
0.90
D
E
SEISMIC IMPORTANCE FACTOR (Ie)
SPECTRAL RESPONSE COEFFICIENT (Sds):
SPECTRAL RESPONSE COEFFICIENT (Sd1):
SITE CLASS:
SEISMIC DESIGN CATEGORY:
41ST AND PACIFIC SEISMIC LOADS:
1.25
1.26
0.88
D
E
SEISMIC IMPORTANCE FACTOR (Ie)
SPECTRAL RESPONSE COEFFICIENT (Sds):
SPECTRAL RESPONSE COEFFICIENT (Sd1):
SITE CLASS:
SEISMIC DESIGN CATEGORY:
GENERAL DESIGN CRITERIA
1.
2.
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RECORD DRAWING
This record drawing has been prepared, entirely or in
part on the basis of unverified information compiled and
furnished by others to the preparer who is not
responsible for any inaccuracies, errors or omissions
which may have been incorporated into the document
as a result.
RE
C
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D
D
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A
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R
-
2/
1
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/
2
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38
000-S-0001
FS
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1.SPECIAL INSPECTION FOR CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH 2016 CBC
SECTION 1705.3 AND THE FOLLOWING TABLE.
INSPECTION OF CONCRETE CONSTRUCTION
X
X
X
CONTINUOUS
INSPECTION
PERIODIC
X-
-
-
-
-
-
VERIFICATION AND INSPECTION
VERIFYING USE OF REQUIRED
DESIGN MIX.
VERIFY MAINTENANCE OF SPECIFIED
CURING TEMPERATURE
AND TECHNIQUES.
AWS D1.4
ACI 318: 26.5.4
INSPECT REINFORCEMENT,
INCLUDING PRESTRESSING
TENDONS, AND VERIFY PLACEMENT.
REFERENCED
STANDARD (A)
ACI 318: CH 20,
25.2, 25.3,
26.5.1-26.5.3
ASTM C 172
ASTM C 31
ACI 318:
26.4.5, 26.12
ACI 318:
26.4.7-26.4.9
ACI 318:
26.10.2
CBC
REFERENCE
1908.4
-
-
1904.1, 1904.2,
1908.2, 1908.3
1908.10
1908.9
-ACI 318- 17.8.2-X
INSPECTION OF REINFORCING STEEL
WELDING IN ACCORDANCE WITH TABLE
1705.2.2 ITEM 2b.
INSPECTION OF ANCHORS CAST IN
CONCRETE.
INSPECT ANCHORS POST-INSTALLED
IN HARDENED CONCRETE
MEMBERS (B).
A.ADHESIVE ANCHORS INSTALLED
IN HORIZONTALLY OR UPWARDLY
INCLINED ORIENTATIONS TO
RESIST SUSTAINED TENSION
LOADS.
B.MECHANICAL ANCHORS AND
ADHESIVE ANCHORS NOT
DEFINED IN 4.A.
PRIOR TO CONCRETE PLACEMENT,
FABRICATE SPECIMENS FOR
STRENGTH TESTS, PERFORM SLUMP
AND AIR CONTENT TESTS,
AND DETERMINE THE TEMPERATURE
OF THE CONCRETE.
INSPECT FORMWORK FOR SHAPE,
LOCATION AND DIMENSIONS OF THE
CONCRETE MEMBER BEING FORMED.
VERIFY IN-SITU CONCRETE STRENGTH,
PRIOR TO REMOVAL OF SHORES AND
FORMS FROM BEAMS AND
STRUCTURAL SLABS.
-X
X-ACI 318:
26.10.1 (B)
ACI 318 - 17.8.2
-
(A)
(B)
WHERE APPLICABLE, SEE ALSO CBC SECTION 1705.11, SPECIAL INSPECTIONS FOR SEISMIC
RESISTANCE.
SPECIFIC REQUIREMENTS FOR SPECIAL INSPECTION SHALL BE INCLUDED IN THE RESEARCH
REPORT FOR THE ANCHOR ISSUED BY AN APPROVED SOURCE IN ACCORDANCE WITH ACI
355.2 OR OTHER QUALIFICATION PROCEDURES. WHERE SPECIFIC REQUIREMENTS ARE NOT
PROVIDED, SPECIAL INSPECTION REQUIREMENTS SHALL BE SPECIFIED BY THE REGISTERED
DESIGN PROFESSIONAL AND SHALL BE APPROVED BY THE BUILDING OFFICIAL PRIOR TO
COMMENCEMENT OF THE WORK.
1.EACH CONTRACTOR RESPONSIBLE FOR THE FABRICATION OR
CONSTRUCTION OF A MAIN WIND-FORCE-RESISTING SYSTEM OR MAIN
SEISMIC-FORCE RESISTING SYSTEM OR COMPONENT LISTED ABOVE
SHALL SUBMIT A WRITTEN STATEMENT OF RESPONSIBILITY TO THE
BUILDING OFFICIAL AND OWNER PRIOR TO THE COMMENCEMENT OF WORK
ON THE SYSTEM OR COMPONENT. THE CONTRACTOR'S STATEMENT
OF RESPONSIBILITY SHALL CONTAIN ACKNOWLEDGEMENT OF AWARENESS
OF THE SPECIAL REQUIREMENTS CONTAINED IN THE STATEMENT OF
SPECIAL INSPECTIONS.
CONTRACTOR RESPONSIBILITY
ADDITIONAL SPECIAL INSPECTIONS SHALL BE PROVIDED WHERE REQUIRED
BY THE 2016 CBC CHAPTER 17.
STATEMENT OF SPECIAL INSPECTIONS
MECHANICAL AND ELECTRICAL COMPONENTS AS NOTED BELOW:
3.
SPECIAL INSPECTIONS ARE REQUIRED IN ACCORDANCE WITH THE 2016 CBC CHAPTER 17.
THE OWNER SHALL ENGAGE THE SERVICES OF A QUALIFIED SPECIAL INSPECTOR, WHO
SHALL PROVIDE ALL SERVICES NECESSARY TO MEET THE CBC SPECIAL INSPECTION
REQUIREMENTS.
SPECIAL INSPECTIONS SHALL BE PROVIDED DURING ALL FABRICATION AND CONSTRUCTION
ACTIVITIES IN ACCORDANCE WITH THE NOTES AND SCHEDULES ON THIS DRAWING.
1.
2.
A.SEISMIC FORCE RESISTING SYSTEM:
WALL CONNECTIONS TO THE FOUNDATION: SPECIAL INSPECTION OF WALL DOWELS
INTO THE FOUNDATION. SPECIAL INSPECTION FOR ALL CONCRETE ANCHOR
INSTALLATION WHERE REQUIRED IN ACCORDANCE WITH CBC TABLE 1705.3.
4.
1.
B.
ANCHORAGE OF ELECTRICAL EQUIPMENT FOR EMERGENCY AND STANDBY
POWER SYSTEMS.
PERIODIC SPECIAL INSPECTION IS REQUIRED DURING THE INSTALLATION OF
ANCHORAGE OF OTHER ELECTRICAL EQUIPMENT.
INSTALLATION AND ANCHORAGE OF VIBRATION ISOLATION SYSTEMS
IN STRUCTURES WHERE THE APPROVED CONSTRUCTION DOCUMENTS
REQUIRE A NOMINAL CLEARANCE OF 1/4 INCH OR LESS BETWEEN THE
EQUIPMENT SUPPORT FRAME AND RESTRAINT.
SPECIAL INSPECTION FOR THE SEISMIC FORCE RESISTING SYSTEM AND MECHANICAL
AND ELECTRICAL EQUIPMENT SHALL BE PROVIDED AS INDICATED BELOW:
ACI 318: CH 19,
26.4.3, 26.4.4
REFERENCED
STANDARDSVERIFICATION AND INSPECTION CONTINUOUS PERIODIC
INSPECTION
X -
REINFORCING STEEL:
VERIFICATION OF WELDABILITY OF
REINFORCING STEEL OTHER THAN
ASTM A 706.
SHEAR REINFORCEMENT
OTHER REINFORCING STEEL
AWS D1.4
ACI 318:
SECTION 26.6.4.1
X
X-
STEEL CONSTRUCTION OTHER THAN STRUCTURAL STEEL (CBC SECTION 1705.3.1)
REINFORCING STEEL RESISTING FLEXURAL
AND AXIAL FORCES IN INTERMEDIATE AND
SPECIAL MOMENT FRAMES, AND BOUNDARY
ELEMENTS OF SPECIAL STRUCTURAL
WALLS OF CONCRETE AND SHEAR
REINFORMENT.
X -
-
1.
2.
3.
X-
VERIFICATION AND INSPECTION
-
-
-
-
-
X
X
X
X
X
PERIODICCONTINUOUS
INSPECTION
VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE ADEQUATE
TO ACHIEVE THE DESIGN BEARING CAPACITY.
VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND
HAVE REACHED PROPER MATERIAL.
VERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFT THICKNESSES
DURING PLACEMENT AND COMPACTION OF COMPACTED FILL.
PRIOR TO PLACEMENT OF COMPACTED FILL, INSPECT SUBGRADE AND
VERIFY THAT SITE HAS BEEN PREPARED PROPERLY.
PERFORM CLASSIFICATION AND TESTING OF COMPACTED FILL
MATERIALS.
1.
INSPECTION OF SOILS
SPECIAL INSPECTION FOR SOIL SHALL BE IN ACCORDANCE WITH 2016 CBC SECTION 1705.6 AND THE
FOLLOWING TABLE.
STRUCTURAL OBSERVATIONS:
1.
2.
3.
SCHEDULE OF STRUCTURAL OBSERVATIONS
CONCRETE CONSTRUCTION WHAT TO OBSERVE
FOUNDATIONS -
PRIOR TO THE FIRST CONCRETE POUR,
BUT AFTER SUBSTANTIAL PLACEMENT OF
REINFORCING STEEL, WATERSTOPS,
ANCHORS, AND OTHER EMBEDDED ITEMS
REVIEW FOUNDATION REINFORCEMENT,
INCLUDING ADDITIONAL REINFORCEMENT
AT PENETRATIONS
REVIEW WALL DOWELS; ENSURE
ADDITIONAL DOWELS ASSOCIATED WITH
OPENINGS IN WALL AND JAMB STEEL ARE
IN PLACE
REVIEW WATERSTOP INSTALLATION,
TIE-OFFS, AND JOINTS
REVIEW ANCHOR BOLT PLACEMENT,
HOLD-DOWN ANCHORS, AND OTHER STEEL
EMBEDS.
REVIEW PIPING AND CONDUIT PLACEMENT
STRUCTURAL OBSERVATIONS SHALL BE PROVIDED IN ACCORDANCE WITH THE 2016 CBC.
THE OWNER SHALL EMPLOY THE ENGINEER OF RECORD, HIS/HER DESIGNEE, OR A CALIFORNIA
REGISTERED DESIGN PROFESSIONAL TO PERFORM STRUCTURAL OBSERVATIONS, AND
WHO SHALL PROVIDE ALL SERVICES NECESSARY TO MEET THE CBC STRUCTURAL
OBSERVATIONS REQUIREMENTS.
STRUCTURAL OBSERVATIONS SHALL BE PROVIDED DURING ALL FABRICATION AND
CONSTRUCTION ACTIVITIES IN ACCORDANCE WITH THE NOTES AND SCHEDULES
ON THIS DRAWING.
THE CONTRACTOR SHALL NOTIFY THE OWNER AND THE STRUCTURAL OBSERVER AT LEAST 3
BUSINESS DAYS PRIOR TO EACH REQUIRED STRUCTURAL OBSERVATION.
WALLS -
PRIOR TO THE FIRST CONCRETE POUR,
BUT AFTER SUBSTANTIAL PLACEMENT OF
REINFORCING STEEL, WATERSTOPS,
ANCHORS, AND OTHER EMBEDDED ITEMS
REVIEW WALL REINFORCEMENT,
INCLUDING ADDITIONAL REINFORCEMENT
AT PENETRATIONS
REVIEW JAMB STEEL, CHORD STEEL, AND
WALL-TO-DIAPHRAGM CONNECTION
DETAILS
REVIEW WATERSTOP INSTALLATION,
TIE-OFFS, AND JOINTS
REVIEW ANCHOR BOLT PLACEMENT,
HOLD-DOWN ANCHORS, AND OTHER STEEL
EMBEDS.
REVIEW PIPING AND CONDUIT PLACEMENT
ELEVATED SLABS -
PRIOR TO THE FIRST CONCRETE POUR,
BUT AFTER SUBSTANTIAL PLACEMENT OF
REINFORCING STEEL, WATERSTOPS,
ANCHORS, AND OTHER EMBEDDED ITEMS
REVIEW SLAB REINFORCEMENT, INCLUDING
ADDITIONAL REINFORCEMENT AT
PENETRATIONS
REVIEW WALL DOWELS; ENSURE
ADDITIONAL DOWELS ASSOCIATED WITH
OPENINGS IN WALL AND JAMB STEEL ARE
IN PLACE
REVIEW CHORD STEEL AND
WALL-TO-DIAPHRAGM CONNECTION
DETAILS
REVIEW WATERSTOP INSTALLATION,
TIE-OFFS, AND JOINTS
REVIEW ANCHOR BOLT PLACEMENT,
HOLD-DOWN ANCHORS, AND OTHER STEEL
EMBEDS.
REVIEW PIPING AND CONDUIT PLACEMENT
-
-ACI 318-
17.8.2.4X-
INSPECT ERECTION OF PRECAST
CONCRETE MEMBERS.ACI 318: 26.8X-
-
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RECORD DRAWING
This record drawing has been prepared, entirely or in
part on the basis of unverified information compiled and
furnished by others to the preparer who is not
responsible for any inaccuracies, errors or omissions
which may have been incorporated into the document
as a result.
RE
C
O
R
D
D
R
A
W
I
N
G
R
-
2/
1
2
/
2
0
2
1
39
000-S-0002
FS
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02
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1
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1
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02
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S
-
I
I
SW
1/8" (MIN) (TYPICAL EACH
SIDE OF CRACK)
1/
2
"
CONCRETE CRACK REPAIR
S-132
1. PRIOR TO HYDROTESTING, STRUCTURES TO CONTAIN WATER SHALL
HAVE ALL CRACKS REPAIRED AS SHOWN IN THIS DETAIL.
2. CRACKS IN EXPOSED COVER SLABS NOT RECEIVING
COATINGS SHALL BE REPAIRED AS SHOWN IN THIS DETAIL.
CRACK
BOND BREAKER
TAPE
CONCRETE
SURFACE
ENLARGE CRACK AT CONCRETE
SURFACE AS SHOWN AND FILL
WITH JOINT SEALANT (FOR JOINT
SEALANT, SEE SPECIFICATIONS)
NOTES :
REV 110112
X X
E
E
3" CLEAR
X X
X
X
X XX
E
REV 090616
* USE LENGTH IN PARENTHESIS FOR WALL HORIZONTAL
REBARS AND SLAB BARS WITH 12" OR MORE OF
FRESH CONCRETE UNDERNEATH
STANDARD 90° BAR HOOKS, EMBEDMENT
LENGTHS AND LAP LENGTHS S-143
79" (102")
62" (81")
123" (160")
100" (130")
48" (62")
16" (21")
16" (21")
28" (37")
20" (26")
61" (79")
48" (62")
95" (123")
77" (100")
37" (48")
12" (16")
12" (16")
22" (28")
15" (20")
LAP
#9
#8
#11
#10
#7
#4
#3
#6
#5
24"
22"
12"
10"
19"
8"
6"
16"
14"
BAR
SIZE
HOOK
X
EMBEDMENT
E
END OF BAR
ON TOP OF
CONSTRUCTION
JOINT
SURFACE
END OF BAR
WHERE HOOK
IS TURNED
TOWARD FACE
OF FOOTING
LENGTH ( * )
SECTION
NOTES:
1. USE LAP LENGTHS AS DETERMINED FROM THESE TABLES
UNLESS SHOWN OTHERWISE.
2. THE TABLES SHOWN ARE FOR f'c=4000psi, fy=60,000psi,
1.5" MIN CONCRETE COVER AND 3" MIN BAR SPACING.
3. MULTIPLY THE LAP AND E SHOWN IN THESE TABLES BY 1.5 FOR
EPOXY COATED REINFORCING.
4. WHEN BARS OF DIFFERENT SIZES ARE LAP SPLICED, LAP
LENGTH SHALL BE THE LARGER OF:
EMBEDMENT LENGTH OF LARGER BAR
LAP LENGTH OF SMALLER BAR
5. USE REINFORCING BAR COUPLERS FOR SPLICES OF #11 AND
LARGER BARS UNLESS DRAWINGS INDICATE LAP SPLICES
SHOWN IN TABLE ARE ACCEPTABLE.
6. ALL DOWEL BARS SHALL EXTEND AN EMBEDMENT LENGTH E INTO
ANOTHER MEMBER OR ACROSS A CONSTRUCTION JOINT UNLESS
SHOWN TO SPLICE WITH OTHER BARS OR TO EXTEND TO THE FAR
FACE OF THE MEMBER AND END WITH A STANDARD HOOK.
LA
P
LAP
As
As
LAP LENGTH
LAP
DIA DIA
As = AREA OF REINFORCEMENT
SYMMETRIC ABOUT CENTERLINES
CL
NORMAL REINFORCEMENT
NO
R
M
A
L
R
E
I
N
F
O
R
C
E
M
E
N
T
CL
ADDITIONAL BAR As
ADDITIONAL BAR As
2
1
1
1
2
S-144REV 080513
As
SEE DIAGONAL BAR
ARRANGEMENT DETAIL
ADDITIONAL REINFORCEMENT
AT CIRCULAR OPENINGS
(BEND AS REQUIRED AT
CONSTRUCTION JOINTS
OR OTHER OBSTRUCTIONS)
LAP LENGTH 2
THIS DETAIL TO BE USED AT ALL CIRCULAR OPENINGS EXCEPT WHEN
OTHER DETAILING IS INDICATED ON THE DRAWINGS.
CUT NORMAL REINFORCEMENT 2" CLEAR OF OPENING.
CUT NORMAL REINFORCEMENT AT OPENINGS:
DIAGONAL AND ADDITIONAL BARS AS AND AS TO BE PLACED.
UNLESS OTHERWISE NOTED, SIZE OF DIAGONAL BARS SHALL BE THE
SIZE OF THE LARGEST NORMAL REINFORCING BAR CUT.
INCREASE SIZE OF ADDITIONAL BARS AS NEEDED TO FIT WITHIN A
DISTANCE OF 2X WALL/ SLAB THICKNESS FROM OPENING, PROVIDE 2"
MIN CLEAR BETWEEN BARS.
WHERE A SLAB OR INTERSECTING WALL CONNECTS WITHIN ONE WALL
THICKNESS OF THE OPENING, ADDITIONAL BARS ON THAT SIDE OF THE
OPENING MAY BE OMITTED.
WHEN THE LAP LENGTH OF THE ADDITIONAL BARS CANNOT BE
ACHIEVED DUE TO AN ADJACENT WALL OR SLAB, ADDITIONAL CORNER
BARS OR SLAB DOWELS, REPECTIVELY, MATCHING THE CUT BARS, ARE
TO BE INCLUDED IN THE ADJACENT WALL OR SLAB TO LAP WITH THE
ADDITIONAL BARS.
AS AND AS = 1/2 AREA OF TOTAL CUT BARS TO BE ADDED ON
EACH SIDE OF OPENING.1
AT CENTERLINE OF WALLS OR SLABS WHERE ONE LAYER OF
REINFORCEMENT IS PROVIDED.
AT EACH FACE OF WALLS OR SLABS WHERE TWO LAYERS OF
REINFORCEMENT ARE PROVIDED.
A.
A.
B.
1.
2.
3.
4.
5.
6.
7.
8.
1 2
S-143
S-143
DIAGONAL BAR ARRANGEMENT
NOTES:
(SEE NOTE 8)
2"
C
L
E
A
R
(TY
P
)
ADDITIONAL BAR As2
HO
O
K
HO
O
K
HOOK
HO
O
K
HO
O
K
HO
O
K
HO
O
K
HO
O
K
HO
O
K
HO
O
K
HOOK
HOOK
LA
P
LAP
3"
LAP
3"
LAP
LA
P
L/4
LAP
LA
P
LA
P
LA
P
LAP
LAP
HOOK HOOK
HO
O
K
HOOKHOOK
*
SMALLER SIZE BAR
L = CLEAR SPAN
*USE THIS DETAILING
PROCEDURE WHEN LARGER
OR CLOSER SPACED BARS
ARE CALLED OUT FOR CORNERS
UNLESS OTHERWISE NOTED LAPS ARE
BASED ON THE SMALLER SIZE BARS
LARGER SIZE BAR
HORIZONTAL REINFORCEMENT AT
WALL INTERSECTIONS S-141REV 110112
3/4"
5/8"
1/
2
"
CONCRETE
SURFACE
BOND BREAKER
TAPE SHALL MAKE
CONT CONTACT
ACROSS JOINT
CONSTRUCTION
JOINT FACE
JOINT SEALANT
(SEE SPEC'S)
1. ALL FLOOR JOINTS OF
HYDRAULIC STRUCTURES
(MEMBERS COVERED WITH
WATER) SHALL HAVE A
SEALANT GROOVE
2. SANDBLASTING REQUIRED
PRIOR TO APPLICATION
OF PRIMER
NOTES :
SEALANT GROOVE
S-131
REV 110112
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RECORD DRAWING
This record drawing has been prepared, entirely or in
part on the basis of unverified information compiled and
furnished by others to the preparer who is not
responsible for any inaccuracies, errors or omissions
which may have been incorporated into the document
as a result.
RE
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-
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SW
LAP LAP
WALL OR SLAB DETAIL
LAP
LA
P
0"
0"
LA
P
0"
0"
0"
0"
LA
P
3" CLR
0"
0"
3"
C
L
R
0"
LA
P
0"
0"
3"
C
L
R
0"0"
T T
T
LAP LAP
REV 110112
*
FLOOR SLAB
*
*
SLAB
WALL
WALL WALL
*
*
*
*
STRAIGHT BARS
WALL
STOP ALTERNATE BARS
FLOOR SLAB
STANDARD FOR REINFORCING
BAR DETAILING S-149* SEE DRAWINGS
VERT WALL BARS
AND DOWELS IN THE
SAME PLANE PARALLEL
TO WALL FACE
VERT WALL BARS
TO LAP SHORT
DOWELS ALL 3
BARS IN THE
SAME PLANE
PARALLEL
TO WALL FACE
ALL BOTTOM BARS
IN THE SAME
HORIZONTAL PLANE
T = S/2 OR 4 1/2"
WHICHEVER
IS LESS (TYP)
STRAIGHT
BARS
WHEN BAR HOOK
IS NOT SPECIFIED
PROVIDE STD 90°
BAR HOOK, SEE S-143
STRAIGHT
BARS
S = BAR SPACING
AS NOTED ON DWGS
INTERSECTING WALL
OR SLAB
STRAIGHT
BAR
CJ OR
EXP JT
IN
D
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S
8"
12
"
1:1
#4
TOOLED
EDGE
#4 @ 12"
UNLESS
OTHERWISE
NOTED
USE 2 MATS OF #5 @ 12" EW EF
FOR SLABS 10" AND THICKER
3
1
/
2
"
O
R
A
S
LEVEL OR SLOPED AS
INDICATED ON DWGS
SLAB-ON-GRADE S-190
NOTE:
REV 110112
14
"
T
H
I
C
K
SL
A
B
M
I
N
12
"
T
H
I
C
K
SL
A
B
M
I
N
ROUGHEN TO
1/4" MIN
AMPLITUDE
TOOLED
EDGE
STD HOOK PER
S-143
LAP PER S-143
#4 DRILL AND BOND
DOWELS (12" EMBED) @
12" SPACING ALONG
ENTIRE PERIMETER
CAST-IN-PLACE
OPTION
POST INSTALLED
OPTION
SLAB REINFORCEMENT
#4 @ 12"
W/ #4x18"x18"
CORNER BARS
AT EACH CORNER
3 1/2" MIN
7 1/4" MAX
PAD (UNO)
NOTES:
1.
2.LOCATE AND AVOID ALL REINFORCEMENT PRIOR TO DRILLING INTO
CONCRETE.
3.THIS DETAIL APPLIES TO REINFORCEMENT WITH fy = 60KSI AND CONCRETE
WITH A COMPRESSIVE STRENGTH f'c = 4000 PSI AT 28 DAYS.
WHERE SLAB THICKNESS IS LESS THAN REQUIRED FOR POST-INSTALLED
ANCHOR EMBEDMENT, USE CAST-IN-PLACE OPTION.
0"
4.THE DETAIL APPLIES WHERE EQUIPMENT PADS OR HOUSEKEEPING
PADS ARE CALLED OUT ON THE CONSTRUCTION DOCUMENTS.
S-191EQUIPMENT PAD
REV 021218 REV 110112
CURB WHERE SHOWN
ON DRAWINGS
FLOOR HATCH1 1/2" DRAINAGE
COUPLING
PROVIDE 1/2 CUBIC
YARD DRAIN ROCK
1 1/2" STD GALV PIPE DRAIN
FROM FLOOR HATCH FRAME,
PIPE TO DRAIN WHERE
SHOWN ON DRAWINGS
ACCESS HATCH
S-591
IN
D
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A
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W
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1'-
6
"
M
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TOOLED
EDGE#6 @ 12"
OC UNO 4"
O
R
A
S
LEVEL OR
SLOPED AS
INDICATED
ON DWGS
GENERATOR FOUNDATION S-901
NOTES:
OVEREXCAVATE 1'-0" AND PROVIDE SUITABLE
FILL PER SPEC SECTION 31 30 00 (TYP)
PROVIDE 1/2" PREMOLDED EXPANSION JOINT FILLER BETWEEN SLAB AND
ADJACENT STRUCTURE.
WHERE EQUIPMENT IS ANCHORED TO SLAB, SLAB SIZE SHALL BE ADEQUATE TO
MEET THE EMBED LENGTH AND EDGE DISTANCE REQUIREMENTS FROM THE
ANCHOR BOLT CALCULATIONS. THE MINIMUM SLAB THICKNESS SHALL BE 1.5
TIMES THE ANCHOR BOLT EMBED DEPTH.
1.
2.
EQUIPMENT 1'-0" MAX
(TYP)
1
1
IN
D
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8"
18
"
1:1
#4
TOOLED
EDGE
#4 @ 12"
UNLESS
OTHERWISE
NOTED
3
1
/
2
"
O
R
A
S
LEVEL OR SLOPED AS
INDICATED ON DWGS
SLAB-ON-GRADE
FOR EQUIPMENT FOUNDATION S-902
COMPACTED FILL
PER SPEC SECTION
31 30 00 (TYP)
NOTES:
PROVIDE 1/2" PREMOLDED EXPANSION JOINT FILLER BETWEEN SLAB AND
ADJACENT STRUCTURE.
WHERE EQUIPMENT IS ANCHORED TO SLAB, SLAB SIZE SHALL BE ADEQUATE TO
MEET THE EMBED LENGTH AND EDGE DISTANCE REQUIREMENTS FROM THE
ANCHOR BOLT CALCULATIONS. THE MINIMUM SLAB THICKNESS SHALL BE 1.5
TIMES THE ANCHOR BOLT EMBED DEPTH.
ANCHORS SHALL BE CAST-IN-PLACE HEADED ANCHORS OR POST INSTALLED
UNDERCUT ANCHORS SUITABLE FOR DYNAMIC FATIGUE LOADING.
FOUNDATION THICKNESS SHALL BE ADJUSTED TO PROVIDE A FOUNDATION
WEIGHT EQUAL TO AT LEAST 3 TIMES THE WEIGHT OF THE EQUIPMENT.
1.
2.
3.
4.
1'-0" MIN
(TYP)
REV 110112
LC SYMMETRICAL ABOUT
NORMAL REINFORCEMENT As=AREA OF REINFORCEMENT
LAP LENGTH
NO
R
M
A
L
R
E
I
N
F
O
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C
E
M
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N
T
As
As
FLOOR LINE
As
EMBEDMENT LENGTH
SEE S-143
ADDITIONAL BARS As
As
As
As As
1 2
2
2
2
11
2
2
1
1
1 1
2
LAP
LA
P
S-148
S-143
ADDITIONAL REINFORCEMENT
AROUND RECTANGULAR
OPENING
ADDITIONAL VERTICAL
BARS As
ADDITIONAL
HORZ BARS
As
ADDITIONAL
VERTICAL
BARS
As ADDITIONAL HORIZONTAL
BARS As
ELEVATION
NOTES:
#5 x 4'-0"
LONG EF
DIAGONAL
(TYP)
1. CUT NORMAL REINFORCEMENT AT OPENING:
As AND As = 1/2 AREA OF CUT BARS TO BE
ADDED ON EACH SIDE OF OPENING.
2. ADDITIONAL BARS As AND As TO BE PLACED:
A) AT CENTERLINE OF WALLS OR SLABS WHERE
ONE LAYER OF REINFORCEMENT IS PROVIDED.
B) AT EACH FACE OF WALLS OR SLABS WHERE
TWO LAYERS OF REINFORCEMENT ARE
PROVIDED.
3. INCREASE SIZE OF ADDITIONAL BARS AS NEEDED TO
FIT WITHIN A DISTANCE OF 2 X WALL / SLAB
THICKNESS FROM OPENING. PROVIDE 2" MIN CLEAR
BETWEEN BARS.
4. THIS DETAIL TO BE USED ONLY WHEN NO OTHER
DETAIL IS INDICATED ON THE DRAWINGS.
5. WHERE A SLAB OR INTERSECTING WALL CONNECTS
WITHIN ONE WALL THICKNESS OF THE OPENINGS,
ADDITIONAL BARS ON THAT SIDE MAY BE OMITTED.
6. THIS DETAIL APPLIES TO BELOW GRADE OPENINGS AND
WHEN SPECIFICALLY REFERENCED. REFER TO DETAIL S-147
FOR ABOVE GRADE OPENINGS.
1 2
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RECORD DRAWING
This record drawing has been prepared, entirely or in
part on the basis of unverified information compiled and
furnished by others to the preparer who is not
responsible for any inaccuracies, errors or omissions
which may have been incorporated into the document
as a result.
RE
C
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000-S-5002
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-
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SW
EXISTING WET/DRY WELL
STRUCTURE TO BE
SELECTIVELY DEMOLISHED,
SEE CIVIL
EXISTING CONCRETE CHANNEL,
WALL W/ CHAIN LINK FENCE, SEE
CIVIL FOR INFORMATION NOT
SHOWN
A
010-S-2001
RETAINING WALL
AND FOOTING
GRADE
EL 103.90
EXISTING CHANNEL EXISTING WALL
TO REMAIN
14" THICK CONCRETE
FOUNDATION, TOP OF
FOOTING TO MATCH
ADJACENT CHANNEL
10" CONCRETE
RETAINING WALL -
1
CLSM FILL, TOP 3'-0"
SHALL BE
FOUNDATION CLSM,
REMAINING SHALL BE
NORMAL CLSM
SEE CIVIL
GRADE
EL 103.90
ROUGHEN SURFACE
TO 1/4" AMPLITUDE
AND CLEAN
10" THICK CONCRETE WALL,
REINFORCE WITH #5 AT 12" OC
VERT AND #5 AT 12" OC HORIZ
14" THICK CONCRETE
FOUNDATION, REINFORCE WITH
#5 AT 12" OC EACH WAY TOP
AND BOTTOM
EXISTING CHANNEL
WALL
1 ADDITIONAL #5 BARS IN
TOP 4" WITH 2" COVER
1/2" JOINT FILLER
S-131
2" COVER
EMBEDDED FENCE
POST (SEE CIVIL)
SEE CIVIL
6'-0"
DA
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:
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SHEET ______ OF ________
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72B:\d0475877\010-S-XSLN01.rvt
2/12/2021 5:50:00 PM
USER : RBM
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42
SCALE: 1/4" = 1'-0"
RETAINING WALL PLAN
SCALE:
SECTION
1/2" = 1'-0"010-S-2001
A
SCALE:
DETAIL
1" = 1'-0"010-S-2001
1
0
SCALE: 1/2" = 1'-0"
2 4
0 4 8
SCALE: 1/4" = 1'-0"
0
SCALE: 1" = 1'-0"
1 2This record drawing has been prepared, entirely or in
part on the basis of unverified information complied and
furnished by others to the preparer who is not
responsible for any inaccuracies, errors or omissions
which may have been incorporated into the document as
a result
RECORD DRAWING
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STOP
X
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OFF
FRAME (AMPS)
TRIP (AMPS)
CONTINUOUS AMPS
TRIP SETTING BASED ON
MOTOR HORSEPOWER
25
27
27/47
32
41
43
49
50/51
50/51N
51G
60
62
63
67
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81
83
86
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87M
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VFD
RVSS
MCP CIRCUIT BREAKER
LOW VOLTAGE DRAWOUT CIRCUIT BREAKER
PACKAGED EQUIPMENT
VOLTMETER SWITCH
ENERGIZED
DE-ENERGIZED
CONTROL RELAY OR COIL
NORMALLY OPEN PUSHBUTTON
NORMALLY CLOSED PUSHBUTTON
NO/NC MAINTAINED PUSHBUTTON
5A
*
X
30A
MAINTAINED POSITION
PILOT LIGHT
TIMED CONTACTS
CONTACT ACTION IS DELAYED AFTER COIL IS:
SYNCHRONISM CHECK RELAY
UNDERVOLTAGE
UNDERVOLTAGE, PHASE SEQUENCE,
UNBALANCED VOLTAGE
DIRECTIONAL POWER RELAY
FIELD CONTACTOR
SELECTOR SWITCH
HIGH OIL TEMPERATURE
INSTANTANEOUS AND TIME OVERCURRENT
INSTANTANEOUS AND TIME RESIDUALLY
CONNECTED GROUND OVERCURRENT
GROUND FAULT
VOLTAGE BALANCE
TIME DELAY
SUDDEN PRESSURE
AC DIRECTIONAL CURRENT RELAY
LOW OIL LEVEL
FREQUENCY RELAY
CONTROL POWER TRANSFORMER
LOCKOUT
TRANSFORMER DIFFERENTIAL
MOTOR DIFFERENTIAL
E-STOP PUSHBUTTON
MEDIUM VOLTAGE DRAWOUT BREAKER
ANSI RELAY DEVICE
MOTOR
LIGHTNING ARRESTOR AND SURGE CAPACITOR
DELTA-WYE TRANSFORMER
WITH RESISTANCE GROUNDED
SECONDARY AND GROUND
FAULT RELAYING
X - GROUNDING RESISTOR AMPS
Y - GROUNDING RESISTOR SECONDS
X AMPS
Y SECONDS
X = LENS COLOR
HORN
XXXX
XXXX NORMALLY CLOSED CONTACT LINE REFERENCE
NORMALLY OPEN CONTACT LINE REFERENCE
X = DEVICE
MEDIUM VOLTAGE VACUUM DRAWOUT STARTER
VOLTAGE SURGE SUPPRESSOR
FUSE
CROSSING OF CONDUCTORS - CONNECTED
KEY INTERLOCK
AMMETER SWITCH
NORMALLY CLOSED HELD OPEN
NORMALLY OPEN HELD CLOSED
NORMALLY CLOSED
NORMALLY OPEN
THREE - POSITION SELECTOR SWITCH
TWO - POSITION SELECTOR SWITCH
SINGLE POLE TOGGLE SWITCH
FUSED CONTROL POWER TRANSFORMER
LOC= LOCATION
X
52
K
(3)
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RATIO AS INDICATED
MOV
SSM
SSMP
DI
AI
AO
SV
ETM
AS
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51G
Y
ROMAN NUMERAL = NEMA SIZE
X = LOCATION
NORMALLY OPEN CONTACT
NORMALLY CLOSED CONTACT
NORMALLY OPEN WITH TIME DELAY CLOSING
NORMALLY CLOSED WITH TIME DELAY OPENING
ELAPSED TIME METER
HEATER
GROUND CONNECTION
CROSSING OF CONDUCTORS - NOT CONNECTED
DIGITAL INPUT TO PLC/RTU/DCS
SOLENOID VALVE
SOLENOID VALVE
CAPACITOR
SOLID STATE METERING DEVICE
SOLID STATE MOTOR PROTECTIVE DEVICE
METERING DEVICE
X = METER TYPE
GROUND FAULT CURRENT TRANSFORMER
RATIO AS INDICATED
SPD
SINGLE LINE DIAGRAM SYMBOLOGY SCHEMATIC DIAGRAM SYMBOLOGY
* = STARTER TYPE
CONTROL RELAY
TIME DELAY RELAY
(TIMING RANGE AS INDICATED)
MOTOR STARTER
PHOTOCELL
CR
TD
M
PC
DIGITAL OUTPUT FROM PLC/RTU/DCS
NORMALLY CLOSED
DIGITAL OUTPUT FROM PLC/RTU/DCS
NORMALLY OPEN
ANALOG INPUT TO PLC/RTU/DCS
4-20 mA (UNLESS INDICATED OTHERWISE)
LOCATION SYMBOL
LEGEND SHOWN ON SCHEMATIC DRAWINGS
ALL DEVICES ARE LOCATED IN THE MCC
UNLESS INDICATED OTHERWISE
ANALOG OUTPUT FROM PLC/RTU/DCS
4-20 mA (UNLESS INDICATED OTHERWISE)
FLOW SWITCH
OPEN ON INCREASING FLOW
TORQUE SWITCH
OPEN ON INCREASING TORQUE
FLOW SWITCH
CLOSE ON INCREASING FLOW
TEMPERATURE SWITCH
OPEN ON RISING TEMPERATURE
FLOAT LEVEL SWITCH
OPEN ON RISING LEVEL
FLOAT LEVEL SWITCH
CLOSE ON RISING LEVEL
THREE - POSITION SPRING RETURN-TO-CENTER
MOMENTARY CONTACT SWITCH
VACUUM OR PRESSURE SWITCH
CLOSE ON RISING PRESSURE
VACUUM OR PRESSURE SWITCH
OPEN ON RISING PRESSURE
NORMALLY CLOSED WITH INSTANT OPENING AND
TIME DELAY CLOSING
NORMALLY OPEN WITH INSTANT CLOSING AND
TIME DELAY OPENING
R
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A
W
RED
GREEN
AMBER
WHITE
PILOT LIGHT (PUSH-TO-TEST)
X = LENS COLOR (SEE ABOVE)
WHM
WM
AM
VM
PFM
WATT HOUR METER
WATT METER
AMMETER
VOLTMETER
POWER FACTOR METER
POTENTIAL TRANSFORMER
RATIO AND NUMBER OF PT'S AS INDICATED
CURRENT TRANSFORMER
RATIO AND NUMBER OF CT'S AS INDICATED
FUSE
SIZE AS INDICATED
X = HORSEPOWER
* = FULL LOAD AMPS
ELECTRICAL MOTOR OPERATED VALVE, WITH INTEGRAL
REVERSING STARTER
DISCONNECT SWITCH
SIZE AS INDICATED
FUSED DISCONNECT SWITCH
SIZE AS INDICATED
SURGE PROTECTIVE DEVICE
(#) = QUANTITY
* = ANSI DEVICE
TRANSFER SWITCH (MANUAL OR AUTOMATIC)
RATINGS AS INDICATED
GENERATOR
RATINGS AS INDICATED
X = EQUIPMENT SIZE
Y = TYPE (KW, KVA, OR HP AS INDICATED)
REDUCED VOLTAGE SOLID STATE STARTER
X = AMPERE RATING
VARIABLE FREQUENCY DRIVE
X = AMPERE RATING
FULL VOLTAGE NON-REVERSING
FULL VOLTAGE REVERSING
TWO SPEED TWO WINDING
TWO SPEED ONE WINDING
(BLANK)
FVR
2S2W
2S1W
COMBINATION NEMA RATED STARTER WITH MCP DISCONNECT
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LONG TIME
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INSTANTANEOUS
GROUND FAULT
(L-S-I-G)
L
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THERMAL MAGNETIC CIRCUIT BREAKER
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TEMPERATURE SWITCH
CLOSE ON RISING TEMPERATURE
SHEET ______ OF ______
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RECORD DRAWING
This record drawing has been prepared, entirely or in
part on the basis of unverified information compiled and
furnished by others to the preparer who is not
responsible for any inaccuracies, errors or omissions
which may have been incorporated into the document
as a result.
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GROUND FAULT CIRCUIT INTERRUPTER
X-#a
LIGHTING PANEL
DETECTOR
X = TYPE
SD SMOKE DETECTOR
HD HEAT DETECTOR
CD COMBINATION DETECTOR
INTERCOM SPEAKER
INTERCOM SPEAKER WITH STROBE LIGHT
SECURITY ACCESS DEVICE
EARTH GROUNDING
COMBINATION STARTER
X
120V DUPLEX RECEPTACLE, NEMA CONFIGURATION
5-20R (WALL MOUNT)
COMPUTER/DATA OUTLET - WALL TYPE
JUNCTION BOX OR FITTING
HORN
F
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FIRE ALARM HORN WITH STROBE
FIRE ALARM LOUDSPEAKER WITH AMPLIFIER
FIRE ALARM PULL STATION
FIRE ALARM STROBE
FIRE ALARM BELL WITH STROBE
FIRE SUPPRESSION SWITCH
END-OF-LINE TERMINATOR
INTERCOM WALL JACK
INTERCOM HANDSET - WALL MOUNTED
GROUND ROD AND GROUND WELL
GROUND CONNECTION - BOLTED TYPE
GROUND CONNECTION - EXOTHERMIC TYPE
EXPOSED OR CONCEALED CONDUIT
CONDUIT RUN (UNDERGROUND OR IN CONCRETE)
CONDUIT RUN (CHANGE IN ELEVATION)
CONDUIT TURNING UP
CONDUIT TURNING DOWN
CONDUIT FROM FLOOR ABOVE TO FLOOR BELOW
CONDUIT CAPPED, OR SEALED
POWER PANEL
DISCONNECT SWITCH
MOTOR
THERMOSTAT
TELEPHONE OUTLET - FLOOR TYPE
TELEPHONE OUTLET - WALL TYPE
COMPUTER/DATA OUTLET - FLOOR TYPE
FIXED
PAN-TILT-ZOOM
F
PTZ
* = TYPE
X-#a
*
X
#
a
*
= LIGHTING PANEL DESIGNATION
= CIRCUIT DESIGNATION
= SWITCH DESIGNATION
= SWITCH TYPE
3
4
D
M
3-WAY
4-WAY
DIMMER
MANUAL MOTOR STARTER
LIGHT SWITCH
A
*
CLG
(SEE LUMINAIRE SCHEDULE FOR MORE DETAILS)
= LUMINAIRE TYPE
= APPROXIMATE MOUNTING HEIGHT AFF
= CEILING MOUNT
LUMINAIRE CALLOUT
WP
XP
GFCI
= PANELBOARD DESIGNATION
= CIRCUIT DESIGNATION
= TYPE
X
#
*
X = BOX TYPE
X
#
a
= LIGHTING PANEL DESIGNATION
= CIRCUIT NUMBER
= SWITCH DESIGNATION
FLUORESCENT LUMINAIRE
FLUORESCENT LUMINAIRE - UNSWITCHED
WALL MOUNTED LUMINAIRE
RECEPTACLES FIRE PROTECTION SYMBOLOGY
CONDUIT AND RACEWAY SYMBOLOGY
MISCELLANEOUS ELECTRICAL SYMBOLOGY
SECURITY & COMM SYSTEMS SYMBOLOGY
GROUNDING SYMBOLOGY
LIGHTING SYMBOLOGY
PLAN SYMBOLOGY
120V DUPLEX RECEPTACLE, NEMA CONFIGURATION
5-20R (FLOOR MOUNT)
SINGLE SPECIAL PURPOSE RECEPTACLE, 240V 1 PHASE
X = AMPERAGE
WELDING RECEPTACLE
X = AMPERAGE
SPECIAL PURPOSE RECEPTACLE, 480 VAC
X = AMPERAGE
CONDUITS GROUPED TOGETHER BUT
SHOWN AS A SINGLE LINE FOR CLARITY
HOMERUN TO EQUIPMENT INDICATED
(3/4 " CONDUIT, 2 #12, 1 #12 GND
UNLESS INDICATED OTHERWISE)
RACEWAY BOX
BARE COPPER GROUND TO GROUND WIRE IN SLAB, OR
UNDERGROUND GROUND GRID, SIZE AS NOTED
GROUND ROD (3/4" X 10'-0")
EXIT LIGHT, SHOWN WITH TWO ILLUMINATED SIDES,
ARROWS INDICATE DIRECTION OF EXIT
EMERGENCY LUMINAIRE
BATTERY OPERATED
PENDANT OR CEILING MOUNT LUMINAIRE - UNSWITCHED
(NIGHT LIGHT)
PENDANT OR CEILING MOUNT LUMINAIRE
* = TYPE (REFER TO SPECIFICATIONS)
* = TYPE (REFER TO SPECIFICATIONS)
VIDEO CAMERA
* = TYPE
CR
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CARD READER
KEY SWITCH
DIGITAL KEYPAD
MH
HH
PB
MANHOLE
HANDHOLE
PULLBOX
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RECORD DRAWING
This record drawing has been prepared, entirely or in
part on the basis of unverified information compiled and
furnished by others to the preparer who is not
responsible for any inaccuracies, errors or omissions
which may have been incorporated into the document
as a result.
RE
C
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ADJUSTABLE SPEED
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AUTOMATIC TRANSFER SWITCH
AUTOMATIC
AMERICAN WIRE GAUGE
BATTERY
BARE COPPER
BREAKER
BATT
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CAPACITOR
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CURRENT LIMITING FUSE
COMMON
COMMUNICATIONS
COMPARTMENT
CONTROL PANEL
CONTROL POWER TRANSFORMER
CONTROL RELAY, CARD READER
CURRENT TRANSFORMER
DCS
DISC
DISTR
DPDT
DPST
EMERGENCY
ELECTRICAL METALLIC TUBING
ENCLOSURE
ELAPSED TIME METER
E
EMT
ENCL
ETM
F
FDR
FLA
FLUOR
FM
FO
FVR
FVNR
FREQUENCY, FUSE, FIXED
FEEDER
FULL LOAD AMPS
FLUORESCENT
FREQUENCY METER
FIBER OPTIC
FULL VOLTAGE REVERSING
FULL VOLTAGE NON-REVERSING
GENERATOR
GROUND FAULT CIRCUIT INTERRUPTER
GROUND
GEN
GFCI
GND
INTERMEDIATE METALLIC CONDUIT
INCANDESCENT
INDICATION
INSTANTANEOUS
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SHORT CIRCUIT CURRENT, AMPS
ISOLATION
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IND
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JUNCTION BOXJ,JB
KA
KAIC
KCMIL
KVA
KILO AMPERES
KILO AMP INTERRUPTING CURRENT
KILO CIRCULAR MILS
KILOVOLT AMPERE
LOCAL
LOCAL CONTROL PANEL
LOCAL CONTROL STATION
LOCAL
LOCAL-OFF-REMOTE
LOCKOUT STOP PUSHBUTTON
LIGHTING PANEL
LOCKED ROTOR AMPS
LEVEL SWITCH
LIGHTING
LIGHTS
L
LCP
LCS
LOC
LOR
LOS
LP
LRA
LS
LTG
LTS
M
mA
MCP
MLO
MOV
MS
MTS
MOTOR CONTACTOR COIL
MILLIAMPERE
MOTOR CIRCUIT PROTECTOR
MAIN LUGS ONLY
MOTOR OPERATED VALVE
MANUAL MOTOR STARTER
MANUAL TRANSFER SWITCH
NEUTRAL
NAMEPLATE
NEUT
NP
O
OL
OPEN, OFF
OVERLOAD
REMOTE
RECEPTACLE
RIGID GALVANIZED STEEL
ROOT MEAN SQUARE
REMOTE TERMINAL UNIT
REDUCED VOLTAGE SOLID STATE
R
RECPT
RGS
RMS
RTU
RVSS
SEL SW
SEQ
SHLD
SIG
SP
SP HTR
SPDT
SPST
SSM
SSMP
ST, SH
STR
SSTU
SW
SWBD
SWGR
SELECTOR SWITCH
SEQUENCE
SHIELDED
SIGNAL
SPARE
SPACE HEATER
SINGLE POLE DOUBLE THROW
SINGLE POLE SINGLE THROW
SOLID STATE METER
SOLID STATE MOTOR PROTECTOR
SHUNT TRIP
STARTER
SOLID STATE TRIP UNIT
SWITCH
SWITCHBOARD
SWITCHGEAR
TACHOMETER
TERMINAL BOX
TERMINAL
REPEAT CYCLE TIMER
TIME DELAY RELAY
TEMPERATURE SWITCH
TACH
TB
TERM
TM
TD
TS
UPS UNINTERRUPTIBLE POWER SUPPLY
VOLTAGE, VOLTS
VOLT AMPERE
VOLT AMPERE REACTIVE
VARIABLE FREQUENCY DRIVE
VOLTMETER
VAPOR PROOF
V
VA
VAR
VFD
VM
VP
W
WM
WP
WATTS, WIRE
WATT METER
WEATHERPROOF
TRANSFORMER
TRANSMITTER
EXPLOSION PROOF
XFMR
XMTR
XP
ALL RACEWAYS AND EQUIPMENT SHALL BE INSTALLED AND GROUNDED
IN ACCORDANCE WITH THE 2014 EDITION OF THE NATIONAL
ELECTRICAL CODE AND APPLICABLE LOCAL CODES.
THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF TERMINAL
BOXES AND CONDUIT ENTRANCES OF ALL EQUIPMENT AGAINST
APPROVED SHOP DRAWINGS BEFORE STUBBING UP CONDUITS.
REFER TO SPECIFICATION SECTION 260533 FOR REQUIREMENTS RELATED
TO FLEXIBLE CONDUIT INSTALLATION
CONDUIT RUNS ARE SHOWN DIAGRAMMATICALLY ONLY AND SHALL BE
INSTALLED IN A MANNER TO PREVENT CONFLICTS WITH EQUIPMENT OR
STRUCTURAL CONDITIONS. EXPOSED CONDUIT SHALL BE INSTALLED
PARALLEL OR PERPENDICULAR TO BEAMS AND WALLS. REFER TO
SPECIFICATION SECTION 260533.
CONDUIT STUB-UPS SHALL NOT BE MORE THAN 6 INCHES FROM THE
CENTERLINE OF TERMINAL BOXES.
IN THE EVENT OF INTERFERENCE BETWEEN ELECTRICAL EQUIPMENT
SHOWN ON THE DRAWINGS AND OTHER EQUIPMENT, THE CONTRACTOR
SHALL NOTIFY THE ENGINEER IN WRITING AND THE ENGINEER SHALL
APPROVE PROPOSED CHANGES BEFORE THEY ARE MADE.
ALL SURFACE MOUNTED PANELS AND PANELBOARDS ON THE INTERIOR
OF EXTERIOR WALLS ABOVE GRADE OR IN OTHER LOCATIONS
CONSIDERED DAMP OR WET SHALL BE MOUNTED SO AS TO MAINTAIN
A 1/4 INCH (MINIMUM) AIR SPACE BETWEEN THE ENCLOSURE AND THE WALL.
LOCATION OF PULLBOXES ARE APPROXIMATE. THE CONTRACTOR SHALL
COORDINATE EXACT LOCATION WITH MECHANICAL PIPING AND SHALL
BE 6 INCHES (MINIMUM) AWAY FROM MECHANICAL PIPING FLOW LINES.
ONLY MAJOR PULLBOXES ARE SHOWN. THE CONTRACTOR SHALL
PROVIDE ADDITIONAL PULLBOXES WHERE REQUIRED TO MAKE A
WORKABLE INSTALLATION.
THE WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE DETAILS
WHETHER OR NOT THEY ARE REFERENCED ON THE DRAWINGS.
ALL CONDUIT RUNS CROSSING EXPANSION JOINTS SHALL HAVE
EXPANSION OR EXPANSION AND DEFLECTION TYPE FITTINGS. FOR
LOCATIONS OF EXPANSION JOINTS, REFER TO THE STRUCTURAL DWGS.
LUMINAIRES SHALL BE MOUNTED ACCORDING TO THE MOUNTING
HEIGHT GIVEN ON THE DRAWINGS, WITH THE DISTANCE BEING MEASURED
FROM THE BOTTOM OF THE LUMINAIRE TO THE FINISHED FLOOR. THE
APPROPRIATE MOUNTING BRACKETS AND HARDWARE SHALL BE SUPPLIED.
ALL PANELBOARDS SHALL BE MOUNTED SO THAT THE DISTANCE FROM
THE CENTERLINE OF THE TOP CIRCUIT BREAKER OPERATING HANDLE
IN THE UPPERMOST POSITION TO THE FINISHED FLOOR SHALL
NOT EXCEED 6'-7".
THE WIRING DIAGRAMS, QUANTITY AND SIZE OF WIRES AND CONDUIT
REPRESENT A SUGGESTED ARRANGEMENT BASED UPON SELECTED
STANDARD COMPONENTS OF ELECTRICAL EQUIPMENT. MODIFICATIONS
ACCEPTABLE TO THE ENGINEER MAY BE MADE BY THE CONTRACTOR
TO ACCOMMODATE EQUIPMENT ACTUALLY PURCHASED. THE BASIC
SEQUENCE AND METHOD OF CONTROL MUST BE MAINTAINED AS
INDICATED ON THE DRAWINGS AND/OR SPECIFICATIONS.
CONNECTIONS BETWEEN RIGID CONDUIT AND MOTOR TERMINAL BOXES
OR SIMILAR EQUIPMENT SUBJECT TO VIBRATION SHALL BE FLEXIBLE
LIQUID-TIGHT CONDUIT.
CONDUITS SHALL BE TERMINATED SO AS TO PERMIT NEAT
CONNECTION TO MOTORS AND OTHER EQUIPMENT.
CONDUITS FOR FUTURE EQUIPMENT OR EXTENSIONS SHALL BE
TERMINATED AS SHOWN IN DETAIL OR AS SPECIFIED.
MCC AND SWITCHGEAR COMPARTMENT DESIGNATIONS SHALL BE AS
FOLLOWS:
BLANK/SPACE: CONTAINS NECESSARY BUS AND HARDWARE FOR
FUTURE ADDITION OF BREAKERS OR STARTERS.
SPARE: CONTAINS A COMPLETE INSTALLED BREAKER OR STARTER
AVAILABLE FOR FUTURE USE.
ALL MOTOR STARTER CONTROL POWER TRANSFORMERS SHALL BE
SIZED TO PROVIDE SUFFICIENT VOLT-AMPERE CAPACITY FOR
OPERATING ALL LOCAL AND REMOTE ELECTRICAL DEVICES ASSOCIATED
WITH CONTROL OF THE MOTOR IN ADDITION TO THE STARTER COIL.
MOTOR CONTROL CENTERS AND ALL FREE STANDING PANELS SHALL
BE SET ON CONCRETE HOUSEKEEPING PADS WITH LEVELING CHANNELS
EMBEDDED IN THE PAD.
ALL RECEPTACLES IN OUTDOOR AND ANTICIPATED WET AREAS
SHALL BE GROUND FAULT CIRCUIT INTERRUPTER RECEPTACLES
WITH WEATHERPROOF COVERS.
ELECTRICAL CONTRACTOR SHALL VISIT THE SITE PRIOR TO BIDDING
THE PROJECT TO VERIFY THE SCOPE OF WORK WITH FIELD
CONDITIONS. PARTICULAR ATTENTION SHOULD BE GIVEN TO NEW
CONDUIT RUNS IN EXISTING BUILDINGS.
EQUIPMENT LOCKOUTS SHALL BE IN STRICT ACCORDANCE WITH
OWNER'S REQUIREMENTS.
FOR LIGHTING AND RECEPTACLE SYSTEMS, ONLY CIRCUIT NUMBERS ARE
SHOWN. CONTRACTOR SHALL PROVIDE ALL NECESSARY CONDUITS, WIRES,
FITTINGS, JUNCTION BOXES AND ALL NECESSARY COMPONENTS SHOWN OR
NOT SHOWN ON THE DRAWINGS, TO MAKE THE ELECTRICAL INSTALLATION
COMPLETE AND OPERATIONAL. ALL CONDUIT RUNS SHALL BE CONCEALED
UNLESS INDICATED OTHERWISE. CIRCUIT LOADING SHALL BE AS INDICATED
IN THE PANEL SCHEDULES. ALL LIGHTING AND RECEPTACLE CIRCUITS SHALL
INCLUDE GROUND WIRE.
BIDDING CONTRACTORS SHALL VISIT THE SITE TO ASSESS THE
SCOPE OF DEMOLITION, REMOVAL AND MODIFICATION WORK.
ELECTRICAL CONTRACTOR AND THE OWNER SHALL DE-ENERGIZE
ALL WIRING PRIOR TO REMOVAL OF EQUIPMENT, DEVICES, MOTORS
INSTRUMENTATION, CONTROL PANELS, ETC. CONTRACTOR SHALL
OBTAIN PRIOR APPROVAL FROM THE OWNER.
EXPOSED RACEWAYS: REMOVE CONDUIT, WIRES, AND BOXES. PATCH
TO MATCH EXISTING. FINISH-ALL OPENINGS IN WALLS AND FLOORS
CONCEALED CONDUITS IN THE SLAB: REMOVE EXISTING WIRES TO
THE EXTENT POSSIBLE AND ABANDON CONDUITS IN THE SLAB. CUT
CONDUIT FLUSH AND PATCH THE FLOOR TO MATCH EXISTING
CONTROL PANEL: ELECTRICAL CONTRACTOR SHALL DE-ENERGIZE
AND REMOVE ALL CONDUIT AND WIRE AS DESCRIBED IN NOTE 2.
CONTRACTOR SHALL REMOVE PANELS AS NOTED ON THE CONTRACT
DRAWINGS. REFER TO NOTE 4 ABOVE FOR DISPOSITION OF
ENCASED CONDUITS.
MOTOR CONTROL CENTERS: DISCONNECT AND REMOVE ALL CONDUITS
AND WIRING TO EXISTING STARTERS AND/OR BREAKERS, PANELBOARDS,
BRANCH CIRCUITS, INTERLOCKS AND STATUS WIRING WITHIN MCC.
REFER TO SECTION 260000 FOR ADDITIONAL ELECTRICAL DEMOLITION
AND REMOVAL REQUIREMENTS.
6.
5.
4.
3.
2.
1.1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
17.
18.
19.
20.
21.
22.
23.
24.
DISTRIBUTED CONTROL SYSTEM
DISCONNECT
DISTRIBUTION
DOUBLE POLE DOUBLE THROW
DOUBLE POLE SINGLE THROW
HAND
HEAT DETECTOR
HAND HOLE
HIGH INTENSITY DISCHARGE
HAND-OFF-AUTOMATIC
HIGH PRESSURE SODIUM
HAND SWITCH
HERTZ
H
HD
HH
HID
HOA
HPS
HS
HZ
PA
PB
PC
PCM
PDB
PF
PFM
PFR
PH
PL
PNLBD
PP
POS
POT
PRI
PT
PTZ
PWR
PUBLIC ADDRESS
PUSHBUTTON, PULLBOX
PHOTOCELL
PROCESS CONTROL MODULE
POWER DISTRIBUTION BLOCK
POWER FACTOR
POWER FACTOR METER
POWER FAIL RELAY
PHASE
PILOT LIGHT
PANELBOARD
POWER PANELBOARD
POSITION
POTENTIOMETER
PRIMARY
POTENTIAL TRANSFORMER
PAN-TILT-ZOOM
POWER
ELECTRICAL ABBREVIATIONS GENERAL ELECTRICAL NOTES ELECTRICAL DEMOLITION NOTES
SHEET ______ OF ______
DR
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RECORD DRAWING
This record drawing has been prepared, entirely or in
part on the basis of unverified information compiled and
furnished by others to the preparer who is not
responsible for any inaccuracies, errors or omissions
which may have been incorporated into the document
as a result.
RE
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BY
:
TYPICAL DUCTBANK
5'-0
"
6"
6"
6"
6"
REV 110112 E-108JOINT/SUPPORT SPACING
DUCT SPACER
(TYP)
(MA
X
)
(MIN
)
(MIN
)
(MIN
)
(MIN
)
3"
3"
1" (MIN)
3/4" CHAMFER
.
..
.
.
.
..
..
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..
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.
NOTE:
CONCRETE HOUSEKEEPING CURB
E-203NON-HAZARDOUS LOCATIONS REV 110112
HOUSEKEEPING CURB REQUIRED AT ALL
LOCATIONS FOR SINGLE AND MULTIPLE RISERS.
COUPLING
SLAB PENETRATION
PVC-COATED RIGID
STEEL CONDUIT
HOUSEKEEPING
CURB
STAINLESS STEEL
FRAMING SUPPORT
WHERE LENGTH EXCEEDS
3'-0" PROVIDE INTERMEDIATE
SUPPORTS AT 3'-0" OC MAX
1/2 " STAINLESS STEEL
EXPANSION ANCHOR WITH NUT &
LOCKWASHER (TYP)
CONDUIT CLAMP (TYP)
"Z" FITTING
FACE OF WALL
FLUSH MOUNT E-212
CONDUIT SUPPORT
REV 110112
O
USE WATERTIGHT CONDUIT SEAL WHERE CONDUIT PENTRATIONS
OF EXTERIOR WALLS ARE BELOW GRADE.
O-Z GEDNEY TYPE FSK
THRU WALL SEAL OR EQUAL
BUILDING
INTERIOR
ACCESSIBLE
ADJUSTABLE
GLAND
SEALING RING
CONDUIT
NOTE:
BELOW GRADE EXTERIOR WALLS E-213WATERTIGHT CONDUIT SEAL
REV 110112
JOINT SEAL
COMPOUND
CABLE
SUPPORT
PULL BOX
INSTALLATION
SHALL BE WATER
TIGHT AFTER ALL
CONDUITS HAVE
BEEN INSTALLED
PULLING
IRON
CAST IRON TRAFFIC
COVER WITH H20
LOAD RATING
APPLY SILICONE RTV
TO CONDUIT ENTRANCE
AFTER CONDUCTORS
HAVE BEEN INSTALLED
GRADE RING
E-101
PRE-CAST PULLBOX
REV 110112
TYPE OF CONDUCTORS INSIDE
CONDUIT NUMBERCONDUCTOR TYPES:
P - POWER
C - CONTROL OR DIGITAL STATUS
S - SIGNAL (ANALOG)
CONDUIT NUMBERS ARE LISTED ON THE CONDUIT / CABLE
SCHEDULE
CONDUIT TAGS SHALL BE AFFIXED TO CONDUITS:
A. AFTER ALL WORKING DRAWINGS ARE APPROVED AND ALL
FIELD MODIFICATIONS HAVE BEEN MADE.
B. BEFORE FINAL ACCEPTANCE TESTING HAS STARED.
1.
ELECTRICAL CONDUIT CONTAINING
POWER, SIGNAL OR CONTROL
CONDUCTORS
P1000
NOTE:
E-210
CONDUIT IDENTIFICATION TAG
REV 110112
EXISTING
BUILDING
INTERIOR
ACCESIBLE AND
ADJUSTABLE
GLAND
CONDUIT SEALING
BUSHING OZ GEDNEY
TYPE CSMC OR EQUAL
CONDUIT SEALING
BUSHING OZ
GEDNEY TYPE CSMI
RACEWAY
E-214WATERTIGHT CONDUIT SEAL
REV 110112
24
"
M
I
N
12
"
3"
(TYP)
5"
2"
3"(T
Y
P
)
TYPICAL DUCTBANK
NOTES:
E-103
WARNING TAPE (TYP)
#4 HOOPS@24" OC
#4@12" OC (TYP)
30
"
M
A
X
FO
R
M
V
FINISHED GRADE
SIGNAL- PVC
COATED RGS
POWER - SCHED
40 PVC
CONTROL - SCHED
40 PVC
SEE NOTE 3
RED-DYED
CONCRETE
1. AT INTERSECTIONS WITH STRUCTURES HOOK #4'S INTO THE
FOOTING OR WALL (TYP).
2. SEE DUCT BANK SECTIONS AND DETAILS FOR NUMBER, SIZE AND
ARRANGEMENT OF DUCTS.
3.#4/0 BARE COPPER GROUND. BOND TO ELECT SYSTEM GROUND AT
GROUND ROD IN EACH MANHOLE OR GROUND LOOP AT BLDG.
CONDUCTOR SHALL BE ROUTED TOP OR BOTTOM OF DUCT BANK.
4.SCHEDULE 40 PVC CONDUIT FOR SIGNAL CONDUITS IN DUCT BANKS IS
ACCEPTABLE WHERE 12" OF SPACING BETWEEN SIGNAL CONDUITS
RUNNING IN PARALLEL WITH POWER CONDUITS IS PROVIDED
SHEET ______ OF ______
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RECORD DRAWING
This record drawing has been prepared, entirely or in
part on the basis of unverified information compiled and
furnished by others to the preparer who is not
responsible for any inaccuracies, errors or omissions
which may have been incorporated into the document
as a result.
RE
C
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D
D
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A
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I
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R
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TO MAIN GROUND LOOP OR
GROUND WELL
BURNDY "KS" CONNECTOR
OR EQUAL
BURNDY "GAR" CONNECTOR
OR EQUAL
#2/0 SOFT DRAWN BARE
COPPER STANDARD GROUND
CONDUCTOR GRADE
GRADE
CHAIN LINK FENCE
FENCE POST
E-316REV 110112
FENCE GROUNDING
TO MAIN GROUND LOOP OR
GROUND WELL
BURNDY "KS" CONNECTOR
OR EQUAL
BURNDY "GAR" CONNECTOR
OR EQUAL#2/0 SOFT DRAWN BARE
COPPER STRANDED
GROUND CONDUCTOR BURNDY "GG" CONNECTOR
OR EQUALBURNDY TYPE "B" FLAT
FLEXIBLE COPPER BRAID
OR EQUAL GRADE
GATE
CHAIN LINK FENCE
FENCE POST
E-317REV 110112
GATE-TO-FENCE GROUNDING
CONCRETE TRAFFIC
TRAFFIC RATED
EXTENSION
HM
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-
5
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:
BY
:
10
"
2'-
0
"
(
M
I
N
)
..
.....
.
............
...
.
...
.
......
.
..
.
...
..
....
8" DIA NON-METALLIC
SOIL PIPE FILLED
WITH GRAVEL
3/4"x10' COPPER
CLAD GROUND ROD
10"x17" PRECAST
UTILITY BOX WITH
CONCRETE COVER
GROUND
CABLE
SEE DWG
FOR SIZE
GROUND CLAMP
GRAVEL
FINISH GRADE
E-303
GROUND ROD AND WELL
REV 110112
3/8" DIA BOLTS
3/8" DIA ANCHOR BOLTS
WELDED AT 18" OC
C4x5
LEVELING
CHANNELS
WIRING TRENCH
WHERE APPLICABLE
FINISHED FLOOR
FRONT
S-902 SWITCHBOARD/MCC
E-400REV 110112
SWITCHBOARD/MCC MOUNTING
1" (MIN)
3"(MIN)
3" CLEAR
6 #5
#4 HOOPS AT 12"
PLAN
POLE AS SPECIFIED
GROUND LUG
BUSHING
FINISHED GRADE
PVC SCHED. 40 WITH 1#12GND
SPLICE
3/4" MIN
NON-SHRINK
GROUT
2'-0"
2'-0"
7'-
0
"
BOND ALL ANCHOR BOLTS
NO. 3 H20 TRAFFIC RATED PULL BOX
WITH GROUND ROD INSTALLED
MINIMUM 20'
BC GROUND
48
"
M
I
N
3'
-
6
"
REV 110112 E-903
LIGHTING POLE FOUNDATION
WP GFCI
RECEPTACLE
1. LOCATE HANDHOLE COVER AND WP GFCI RECEPTACLE
AT A MINIMUM 18'' ABOVE SLUDGE CONTAINMENT CONCRETE
WALL AWAY FROM THE CLASS 1 DIV 2 CLASSIFIED AND CORROSIVE
VOLUME.
NOTE:
WHERE SHOWN ON DRAWINGS
EL. 177
SEE NOTE 1
WITH BOLT DOWN COVER
NOTES:
REV 110112 E-617
1. OVERALL PAD DIMENSIONS SHALL BE
DETERMINED FROM ELECTRICAL DRAWING
AND ADJUSTED AS REQ'D TO SUIT
EQUIPMENT FURNISHED.
2. COORDINATE WITH STRUCTURAL DRAWINGS.
#5 AT 12"
FINISH GRADE
10
"
1'-
6
"
6"
ELECTRICAL EQUIPMENT PAD
5'-
0
"
6"4"4"4"4"8"
6"
4"
4"
4"
2'-6"
1
2 3 2 3
4 7 4
5 6
3'-
6
"
E-902
LOCAL CONTROL PANEL
1
2
3
4
5
6
7
NAMEPLATE SCHEDULE
TAG #INSCRIPTION
1 LOCAL CONTROL PANEL
2 PUMP READY
3 PUMP RUNNING
4
5
PUMP 2 ON-OFF6
WET WELL LEVEL7
PUMP 1 ON-OFF
PUMP FAIL
QTY
1
2
2
2
1
1
1
TYPE
PLATE
PLATE
PLATE
PLATE
PLATE
PLATE
PLATE
PUMP READY/
PUMP RUNNING
PUMP FAIL
ON/OFF
SHEET ______ OF ______
DR
A
W
N
B
Y
:
DE
S
I
G
N
E
D
B
Y
:
QC
C
H
E
C
K
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D
B
Y
:
PR
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E
C
T
N
o
.
SC
A
L
E
:
DA
T
E
:
DA
T
E
:
DA
T
E
BY
DE
S
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RE
V
.
N
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.
DA
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:
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P
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4
6
S
0
0
3
72
LI
F
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46
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3
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C
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E
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B
M
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:
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W
I
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G
RECORD DRAWING
This record drawing has been prepared, entirely or in
part on the basis of unverified information compiled and
furnished by others to the preparer who is not
responsible for any inaccuracies, errors or omissions
which may have been incorporated into the document
as a result.
RE
C
O
R
D
D
R
A
W
I
N
G
R
-
2/
1
2
/
2
0
2
1
47
000-E-5002
JB
C
DW
K
G
J
P
NO
S
C
A
L
E
02
/
1
3
/
1
9
02
/
1
3
/
1
9
02
/
1
3
/
1
9
EL
E
C
T
R
I
C
A
L
ST
A
N
D
A
R
D
D
E
T
A
I
L
S
-
I
I
12" DIA x 36" DEEP
POURED CONCRETE
BASE
AS REQ'D
AS
R
E
Q
'
D
2"
(
M
I
N
)
24
"
(
M
I
N
)
3" DIA GALVANIZED
STEELPIPE FILLED WITH
CONCRETE
STAINLESS STEEL
CHANNEL
FINISHED
GRADE
PIPE CAP
ENCLOSURE
E-420
ENCLOSURE MOUNTING STAND
REV 110112
E-901
PROVIDE CABLE
SUPPORT, KELLEM
GRIPS OR EQUAL
CABLE
BUSHING
MANUFACTURER SUPPLIED
POWER AND CONTROL
CABLES TO MOTOR
SEAL SPACE BETWEEN
CONDUIT SLEEVE AND
ALUMINUM CONDUIT
WITH SILICONE SEALANT
PVC CONDUIT SLEEVE
PVC CONDUIT SLEEVE
STAINLESS STEEL
HOOK. LOCATE
WITHIN 12" OF
ROOF OPENING
PROVIDE A BARRIER BETWEEN
POWER AND CONTROL
TERMINAL BLOCKS
TERMINATE MANUFACTURER
SUPPLIED CABLES INSIDE
ENCLOSURE ON TERMINAL
BLOCKS
SEAL CONDUIT
PER ARTICLE
501.5 OF THE
NEC
SUBMERSIBLE PUMP CABLE SUPPORT
PVC COATED RIGID
STEEL CONDUIT
RIGID STEEL CONDUIT
3'-
0
"
M
I
N
HANDHOLE
COVER
CAST IN PLACE
CONCRETE PER
SPECIFICATION
BUSS HEY-FNQ-R FUSE CL CC
W/BREAK-A-WAY RECEPT
PVC COATED
RIGID STEEL
PLASTIC TO STEEL
ADAPTER (TYP.)
ANCHOR BOLTS WITH
DOUBLE LOCKNUTS
AS SUPPLIED BY
POLE VENDOR
GROUND CLAMP
(SINGLE CLAMP MAY BE
USED IF CONDUCTOR
IS CONTINUOUS)
DIA COPPER-CLAD 5/8''
OR 3/4'' DIA GALV STEEL
X 10' LONG GROUND ROD
HM
1
RESET
VFD RUN
VFD FAIL
3
3
3
3
CR1
R
3
CR2
CR4
A
CR5
3
3
DI
CR1
DI
CR2
DI
CR5
3
ETM
DI
CR4
4
4 4
4
1
2
3
4
FIELD
VFD
PUMP MAIN CONTROL PANEL
RTU
CR2 CR4
SUBMERSIBLE PUMPS
CR4
CR5
8
9
4
3
7
11
1
10
5
12V DC
-
+N
+
TEMP SW
PUMP
SEAL LEAK
H A
XOO
OXO
O
OXO
OOX
CR1
CR2
MINICAS
MONITOR/CONTROLLER
(OR EQUAL)
CONTINUED ABOVE RIGHT
CONTINUED BELOW LEFT
RUNNING
STATUS
FAIL
STATUS
MOTOR
OVERTEMPERATURE
1119, 1152, 1168
RUN
INDICATION
FAIL
RELAY
1119, 1138,1166
MOTOR
OVER-
TEMPERATURE
STATUS
SEAL
FAIL
STATUS
SEAL FAIL
1154, 1168,1119
MOTOR RUN
RELAY
1131, 1166
START/STOP
FROM
HYDRORANGER
(TYP OF PUMPS 09-PMP-101 AND 09-PMP-102)
SEAL FAIL
ALARM INDICATION
VFD
RUN
VFD
FAIL
VFD
START/STOP
VARIABLE FREQUENCY DRIVE
REDUCED VOLTAGE
SOLID STATE STARTER
FAILRUN START/STOP
M
MCP
CB
MV
4-
2
0
m
A
SPEED
INDICATION
480V
3PH
60HZ
L1
L2
L3
480V
MC
MV
120V
CPT
BYPASSVFD
MV
MC
AI1100
1101
1102
1103
1104
1105
1106
1107
1108
1109
1110
1111
1112
1113
1114
1115
1116
1117
1118
1119
1120
1121
1122
1123
1124
1125
1126
1127
1128
1129
1130
1131
1132
1133
1134
1135
1136
1137
1138
1139
1140
1141
1142
1143
1144
1145
1146
1147
1148
1149
1150
1151
1152
1153
1154
1155
1156
1157
1158
1159
1160
1161
1162
1163
1164
1165
1166
1167
1168
1169
TO LINE
1137
TO LINE
1130
TO LINE
1129
TO LINE
1136
E-STOP
OOX
RVSS RUN
RVSS FAIL
3
3
3
MC
MC
MV
XO
OX
1102, 1103, 1104,1106
1121
1107, 1108, 1109,1111
1119
A
B
LCP
XO
OX
PUMP
MCP
OFFON
3
5 LOCAL CONTROL PANEL
5
3
HIMI 3
CR6
CR7
LSLL
LSHH
CR7CR6
CR5
CR7
RESET
B
RESET
3B
A
3% REACTOR
DI
4
AUTO
STATUS
A FAIL
ALARM INDICATION
3
A MOTOR OVERTEMPURATURE
FAIL ALARM INDICATION
3
1
1
LOW LOW LEVEL
1119, 1159, 1166
HIGH HIGH LEVEL
1123, 1159, 1161
1168
SPEED
CONTROL
FROM
HYDRORANGER
3
DI
CR6
DI
CR7 4
4
LOW
LEVEL
HIGH LEVEL
ALARM
A
CR7
FLOOD
ALARM INDICATION
3
OX
3
CR8 LCP
READY
1163
R
5
RUN
INDICATION
R
CR8
LCP READY
INDICATION
5
A FAIL
ALARM INDICATION
5
3
CR6
MV
MV
MC
MC
3
3
3
3
3
AO
4-
2
0
m
A
3
4
SHEET ______ OF ______
DR
A
W
N
B
Y
:
DE
S
I
G
N
E
D
B
Y
:
QC
C
H
E
C
K
E
D
B
Y
:
PR
O
J
E
C
T
N
o
.
SC
A
L
E
:
DA
T
E
:
DA
T
E
:
DA
T
E
BY
DE
S
C
R
I
P
T
I
O
N
RE
V
.
N
O
.
DA
T
E
:
CI
T
Y
P
R
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T
N
O
.
4
6
S
0
0
3
72
LI
F
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S
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S
P
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K
A
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46
S
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3
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C
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A
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A
W
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BE
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P
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A
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I
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A
C
C
U
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A
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I
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,
ER
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S
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S
W
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V
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B
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I
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C
O
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P
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A
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IN
T
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T
A
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T
.
SU
B
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I
T
T
A
L
:
R
E
C
O
R
D
D
R
A
W
I
N
G
RECORD DRAWING
This record drawing has been prepared, entirely or in
part on the basis of unverified information compiled and
furnished by others to the preparer who is not
responsible for any inaccuracies, errors or omissions
which may have been incorporated into the document
as a result.
RE
C
O
R
D
D
R
A
W
I
N
G
R
-
2/
1
2
/
2
0
2
1
48
009-E-0101
JB
C
DW
K
G
J
P
NO
S
C
A
L
E
08
/
1
4
/
1
9
02
/
1
3
/
1
9
08
/
1
4
/
1
9
EL
E
C
T
R
I
C
A
L
38
T
H
A
V
E
L
I
F
T
S
T
A
T
I
O
N
CO
N
T
R
O
L
S
C
H
E
M
A
T
I
C
A.
B.
PROVIDE ONE SINGLE E-STOP AND ONE RESET FOR BOTH
PUMPS 09-P-101 AND 09-P-102.
PROVIDE ONE SINGLE RESET PB TO RESET THE VFD, RVSS AND
MINI-CAS.
SHEET KEYNOTES
HM
FLOOR
SERVICE PEDESTALVOLTS
80 MAIN BREAKER
PANEL "A"
GENERATORA
LOAD DESCRIPTION
KVA
LOAD DESCRIPTIONPH A PH B LT
G
RE
C
M
I
S
CI
R
BK
R
KVA
PH A PH BLT
G
RE
C
M
I
S
CI
R
BK
R
1
3
5
7
9
11
13
15
17
__20 20 _2 __0.5
__20
__20
__20
__20
__20
__20
__20
__20_
_
_
_
_
_
_
_
_
20 _4 __0.4
20 _6 __
20 _8 __
20 _10 __
20 _12 __
20 _14 __
20 _16 __
20 _18 __
TOTAL TOTAL2.5 0.5 0.9 0.9
PHASE LOAD
3.4 1.4
TOTAL LOAD
KVA4.8
_____
_____
_____
_____
_____
0.3
0.5
0.1
_____
_____
_____
BATTERY CHARGER
RTU
RADIO
SPARE
SPARE
SPARE
SPARE
SPARE
JACKET WATER HEATER
RECEPTACLES
SITE LIGHTING
PANEL SPACE HEATER
LEVEL TRANSMITTER (HYDRO)
SPARE
SPARE
SPARE
SPARE
PANEL LIGHTING
PH
W
A
PANELBOARD:
LOCATION:
FEED:
MOUNTING:100
1
3240/120
480V SERVICE
FROM PG&E
M
DIESEL GENERATOR
60KW, 480V, 3PH
WITH SOUND
ATTENUATED
OUTDOOR ENCLOSURE
K
200A AUTOMATIC
TRANSFER
SWITCH 3-POLE
SPD
20 20
(27A)(27A)
A
GROUND BUS
NEUTRAL BUS
POWER
DISTRIBUTION
BLOCK (TYP)
PUMP CABLE IN 2''C
(PUMP CABLE
SUPPLIED BY PUMP
MANUFACTURER)
PUMP CABLE IN 2''C
(PUMP CABLE
SUPPLIED BY PUMP
MANUFACTURER)
SERVICE PEDESTAL, NEMA 3R
31 31
VFD VFD
60
100150
225
480V, 3PH, 3W, 22 KAIC RATING (MIN)
30
100
50
100
50
100
100
225 225
100
100
UTILITY METER
0.5
_____
1.0
1.5
PNL A
B
PUMP #1
09-P-101
PUMP #2
09-P-102
PFR
30
100
PUMP MAIN CONTROL PANEL
2P
37
RVSS
MCP
50
37
RVSS
MCP
50
150
2A
160kA
CABLE PUMP
TERMINATION PANEL
C
C C
_____
W
e
d
n
e
s
d
a
y
,
M
a
y
2
5
,
2
0
1
6
1
:
3
7
:
4
4
P
M
C:
\
p
w
w
o
r
k
d
i
r
\
d
0
6
1
2
4
4
3
\
0
0
9
-
E
-
0
2
0
1
.
d
w
g
W
I
L
L
I
A
M
S
O
N
,
S
C
O
T
T
DW
G
F
I
L
E
:
PL
O
T
D
A
T
E
:
BY
:
A.
B.
C.
GENERATOR RECEPTACLE, 600VAC, 200A, 3-POLE, 3-WIRE.
15KVA, 1PH, 480-240/120V.
PROVIDE LOCKOUT PROVISIONS ON MCP AND CIRCUIT
BREAKER. A SINGLE LOCKOUT PROVISION SHALL BE
PROVIDED TO DISCONNECT BOTH CIRCUIT BREAKER AND
MCP FOR THE PUMPS.
SHEET KEYNOTES
SHEET ______ OF ______
DR
A
W
N
B
Y
:
DE
S
I
G
N
E
D
B
Y
:
QC
C
H
E
C
K
E
D
B
Y
:
PR
O
J
E
C
T
N
o
.
SC
A
L
E
:
DA
T
E
:
DA
T
E
:
DA
T
E
BY
DE
S
C
R
I
P
T
I
O
N
RE
V
.
N
O
.
DA
T
E
:
CI
T
Y
P
R
O
J
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C
T
N
O
.
4
6
S
0
0
3
72
LI
F
T
S
T
A
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I
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N
S
P
A
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K
A
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46
S
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0
3
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C
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A
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W
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A
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P
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E
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B
A
S
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SHEET KEYNOTES
LIFT STATION SITE PLAN1
WET WELL
MW BOX
PROTECT IN PLACE
LE
09-100
LSLL
09-103
LSHH
09-103
ELECTRICAL CONDUITS TO
GENERATOR SITE
SEE SHEET 009-E-2001
THE FOLLOWING HAZARDOUS AREAS ARE CLASS 1 DIVISION 1.
1.THE ENTIRE WET WELL SPACE .
PROVIDE CONDUIT SEALS IN AREAS ENTERING OR LEAVING
HAZARDOUS LOCATIONS AS REQUIRED BY NEC.
THE FOLLOWING HAZARDOUS AREAS ARE CLASS 1 DIVISION 2.
1.THE ENTIRE VALVE VAULT STRUCTURE.
A.
B.
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E-103
1"
(TYP)
E-103
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BA
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MSH
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E-901
(NEMA 4X)
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LCP-101
52
009-E-2601
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009-E-2001
DUCT SECTION
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GENERATOR SITE IMPROVEMENT PLAN2
# 2/0 AWG BARE COPPER
GROUND BRANCH
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SCALE: 1/2" = 1'-0"
20 4
53
009-E-2602
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# 4/0 AWG BARE COPPER
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E-316
E-317
SCADA ANTENNA POLE
PG&E ELECTRICAL
SERVICE PEDESTAL
STANDBY DIESEL ENGINE-DRIVEN
GENERATION SET W/SUB-BASE FUEL TANK
ELECTRICAL CONDUITS TO LIFT STATION SITE
SEE SHEET 009-E-2001
3" CONDUIT TO PG&E POLE
SEE 009-E-2001 FOR CONTINUATI0N
LIGHT POLE
009-E-2001
TYP.
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ATS/MTS COMPARTMENT
PANELBOARD AND TRANSFORMER SECTION
PUMP NO 1 STARTER SECTION
PUMP NO 2 STARTER SECTION
PUMP CONTROLS AND SCADA RTU
TRANSFORMER DISCONNECT
PANEL "A"
PUMP NO 1 DISCONNECT SW
PUMP NO 2 DISCONNECT SW
PUMP
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FAIL
MOTOR
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MOTOR
HI MOISTURE
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2.
3.
4.
5.
6.
7.
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9.
A.
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D.
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DEVICE NAMEPLATE SCHEDULE
KEY INTERLOCK (TYP 2)
6 8 9
7
A B C
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600 VAC, 200A
4P, 4W REVERSE
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ATS/MTS
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1 2 3 4 5
7'-
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3'-0"2'-0" (MIN)2'-0"2'-0"2'-0"
54
009-E-3101
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CONDUIT CONDUCTORS FROM TO REMARKS
NO SIZE POWER CONTROL SIGNAL SPARES*
C-001 1 12#14, 1#14 GND PUMP MAIN CONTROL PANEL CABLE PUMP TERM. PANEL
C-002 1
C-003 1
C-004
P-001 2 3#1/0, 1#6 GND
P-002 1 1/2
P-003 1 2#10, 1#10 GND
P-004A 3#8 VFD CABLE, 1#10 GND
P-004B 2
P-005A
P-005B 2
S-001 2
S-002 1
2#14, 1#14 GND
4#14
2#14, 1#14 GND
CABLE PUMP TERM. PANEL LSHH 09-103
PUMP MAIN CONTROL PANEL PUMP LCP
PUMP MAIN CONTROL PANEL - ATSPG&E PEDESTAL
PUMP MAIN CONTROL PANEL - ATS GENERATOR
PUMP MAIN CONTROL PANEL SITE LIGHTING
PUMP MAIN CONTROL PANEL CABLE PUMP TERM. PANEL
CABLE PUMP TERM. PANEL PMP-09-101
PUMP MAIN CONTROL PANEL CABLE PUMP TERM. PANEL
CABLE PUMP TERM. PANEL PMP-09-102
1-2/C#16 (SH)PUMP MAIN CONTROL PANEL CABLE PUMP TERM. PANEL
CABLE PUMP TERM. PANEL LE 09-100
MFR CABLE
MFR CABLE
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COAXIAL PUMP MAIN CONTROL PANEL
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CABLE PUMP TERM. PANEL LSLL 09-103
LIGHT FIXTURE SCHEDULE
TYPE MANUFACTURER OR EQUAL DESCRIPTION MOUNTING LAMP VOLTAGE INPUT WATTS
A SPAULDING LIGHTING, CL1-A-90L 1-4K-3-PS-RPA6-7PR CIMARRON LED LIGHT, 4000K COLOR TEMPERATURE, TYPE III DISTRIBUTION LED 120 205
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C-005 PUMP MAIN CONTROL PANEL GENERATOR VCP2#1416#14, 1#14 GND
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ANTENNA
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SHEET ______ OF ______
DR
A
W
N
B
Y
:
DE
S
I
G
N
E
D
B
Y
:
QC
C
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:
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o
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SC
A
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:
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:
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BY
DE
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4
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3
72
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A
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:
R
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C
O
R
D
D
R
A
W
I
N
G
RECORD DRAWING
This record drawing has been prepared, entirely or in
part on the basis of unverified information compiled and
furnished by others to the preparer who is not
responsible for any inaccuracies, errors or omissions
which may have been incorporated into the document
as a result.
RE
C
O
R
D
D
R
A
W
I
N
G
R
-
2/
1
2
/
2
0
2
1
55
009-E-6401
JB
C
DW
K
G
J
P
NO
S
C
A
L
E
08
/
1
4
/
1
9
02
/
1
3
/
1
9
08
/
1
4
/
1
9
EL
E
C
T
R
I
C
A
L
38
T
H
A
V
E
L
I
F
T
S
T
A
T
I
O
N
CO
N
D
U
I
T
A
N
D
C
O
N
D
U
C
T
O
R
SC
H
E
D
U
L
E
* THE NUMBER OF SPARES SHOWN IN THE COLUMN IS INCLUDED IN THE COUNT OF CONDUCTORS SHOWN IN
THE CONDUCTOR COLUMN.
HM
SUBMERSIBLE PUMPS
1100
1101
1102
1103
1104
1105
1106
1107
1108
1109
1110
1111
1112
1113
1114
1115
1116
1117
1118
1119
1120
1121
1122
1123
1124
1125
1126
1127
1128
1129
1130
1131
1132
1133
1134
1135
1136
1137
1138
1139
1140
1141
1142
1143
1144
1145
1146
1147
1148
1149
1150
1151
1152
1153
1154
1155
1156
1157
1158
1159
1160
1161
1162
1163
1164
1165
1
RESET
VFD RUN
VFD FAIL
3
3
3
CR1
R
3
A
CR5
2
2
DI
CR1
DI
CR2
DI
CR53
ETM DI
CR4
5
5 5
5
SUBMERSIBLE PUMPS
CR4
CR5
8
9
4
3
7
11
1
10
5
12V DC
-
+N
+
TEMP SW
PUMP
SEAL LEAK
H A
XOO
OXO
O
OXO
OOX
CR1
CR2
MINICAS
MONITOR/CONTROLLER
(OR EQUAL)
CONTINUED ABOVE RIGHT
CONTINUED BELOW LEFT
RUNNING
STATUS
FAIL
STATUS
MOTOR
OVERTEMPERATURE
1119, 1144, 1159
RUN
INDICATION
FAIL
RELAY
1119
1142, 1157
MOTOR
OVER-
TEMPERATURE
STATUS
SEAL
FAIL
STATUS
SEAL FAIL
1119, 1146, 1159
MOTOR RUN RELAY
1127, 1157
(TYP OF PUMPS 10-PMP-101 AND 10-PMP-102)
SEAL FAIL
ALARM INDICATION
VFD
RUN
VFD
FAIL
VFD
START/STOP
VARIABLE FREQUENCY DRIVE
REDUCED VOLTAGE
SOLID STATE STARTER
FAILRUN START/STOP
M
MCP
CB
MV
4-
2
0
m
A
4-
2
0
m
A
SPEED
INDICATION
480V
3PH
60HZ
L1
L2
L3
480V
MC
MV
120V
CPT
BYPASSVFD
MV
MC
AI
TO LINE
1132
TO LINE
1126
TO LINE
1125
TO LINE
1131
E-STOP
OOX
RVSS RUN
RVSS FAIL
2
2
3
MC
MC
MV
XO
OX
1102, 1103, 1104,1106
1108, 1109, 1110,1111
A
B
1
2
3
4
FIELD
VFD
PUMP MAIN CONTROL PANEL
RTU
3
3
3
3
HIMI 3
CR6
CR7
LSLL
LSHH
CR7CR6
RESET
3
B
RESET
3B
A
3% REACTOR
CR7
DI
4 AUTO
STATUS
1
1
CR4
A MOTOR OVERTEMPURATURE
FAIL ALARM INDICATION
3
CR2
A FAIL ALARM INDICATION
3
LOW LOW LEVEL
1119, 1152, 1157
HIGH HIGH LEVEL
1122, 1152, 1153, 1159
DI
CR6
DI
CR7 4
4
LOW
LEVEL
HIGH LEVEL
ALARM
3
START/STOP
FROM
HYDRORANGER
A
CR7
FLOOD
ALARM INDICATION
SPEED
CONTROL
FROM
HYDRORANGER
3
CR2 CR4 CR5 CR6
MV
MV
MC
MC
W
e
d
n
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s
d
a
y
,
M
a
y
2
5
,
2
0
1
6
1
:
3
7
:
4
4
P
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C:
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p
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d
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6
1
2
4
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0
1
0
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0
1
0
1
.
d
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W
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:
PL
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:
BY
:
SHEET ______ OF ______
DR
A
W
N
B
Y
:
DE
S
I
G
N
E
D
B
Y
:
QC
C
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4
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ER
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I
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S
W
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C
H
HA
V
E
B
E
E
N
I
N
C
O
R
P
O
R
A
T
E
D
IN
T
O
T
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D
O
C
U
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E
N
T
A
S
A
RE
S
U
L
T
.
SU
B
M
I
T
T
A
L
:
R
E
C
O
R
D
D
R
A
W
I
N
G
RECORD DRAWING
This record drawing has been prepared, entirely or in
part on the basis of unverified information compiled and
furnished by others to the preparer who is not
responsible for any inaccuracies, errors or omissions
which may have been incorporated into the document
as a result.
RE
C
O
R
D
D
R
A
W
I
N
G
R
-
2/
1
2
/
2
0
2
1
A.
B.
PROVIDE ONE SINGLE E-STOP AND ONE RESET FOR BOTH PUMPS
10-P-101 AND 10-P-102.
PROVIDE ONE SINGLE RESET PB TO RESET THE VFD, RVSS, AND
MINI-CAS.
SHEET KEYNOTES
56
010-E-0101
JB
C
DW
K
G
J
P
NO
S
C
A
L
E
08
/
1
4
/
1
9
02
/
1
3
/
1
9
08
/
1
4
/
1
9
EL
E
C
T
R
I
C
A
L
41
S
T
A
V
E
L
I
F
T
S
T
A
T
I
O
N
CO
N
T
R
O
L
S
C
H
E
M
A
T
I
C
HM
FLOOR
SERVICE PEDESTALVOLTS
80 MAIN BREAKER
PANEL "A"
GENERATORA
LOAD DESCRIPTION
KVA
LOAD DESCRIPTIONPH A PH B LT
G
RE
C
M
I
S
CI
R
BK
R
KVA
PH A PH BLT
G
RE
C
M
I
S
CI
R
BK
R
1
3
5
7
9
11
13
15
17
__20 20 _2 __0.5
__20
__20
__20
__20
__20
__20
__20
__20_
_
_
_
_
_
_
_
_
20 _4 __0.4
20 _6 __
20 _8 __
20 _10 __
20 _12 __
20 _14 __
20 _16 __
20 _18 __
TOTAL TOTAL2.5 0.5 0.9 1.0
PHASE LOAD
3.4 1.5
TOTAL LOAD
KVA4.8
_____
_____
_____
_____
_____
0.3
0.5
0.1
_____
_____
_____
BATTERY CHARGER
RTU
RADIO
SPARE
SPARE
SPARE
SPARE
SPARE
JACKET WATER HEATER
RECEPTACLES
SITE LIGHTING
PANEL SPACE HEATER
LEVEL TRANSMITTER (HYDRO)
SPARE
SPARE
SPARE
PANEL LIGHTING
PH
W
A
PANELBOARD:
LOCATION:
FEED:
MOUNTING:100
1
3240/120
480V SERVICE
FROM PG&E
M
DIESEL GENERATOR
80KW, 480V, 3PH
WITH SOUND
ATTENUATED
OUTDOOR ENCLOSURE
K
200A AUTOMATIC
TRANSFER
SWITCH 3-POLE
SPD
35 35
(43A)(43A)
A
GROUND BUS
NEUTRAL BUS
POWER
DISTRIBUTION
BLOCK (TYP)
PUMP CABLE IN 2''C
(PUMP CABLE
SUPPLIED BY PUMP
MANUFACTURER)
PUMP CABLE IN 2''C
(PUMP CABLE
SUPPLIED BY PUMP
MANUFACTURER)
SERVICE PEDESTAL, NEMA 3R
61 61
VFD VFD
60
100150
225
480V, 3PH, 3W, 22KAIC (MIN)
30
100
100
100
100
100
125
150 225
125
150
UTILITY METER
0.5
_____
1.0
1.5
PNL A
B
PUMP #1
10-P-101
PUMP #2
10-P-102
PFR
30
100
PUMP MAIN CONTROL PANEL
2P
100
66
RVSS
MCP
66
RVSS
MCP
100
150
2A
160kA
PUMP CABLE
TERMINATION PANEL
SPARE_____
W
e
d
n
e
s
d
a
y
,
M
a
y
2
5
,
2
0
1
6
1
:
3
7
:
4
4
P
M
C:
\
p
w
w
o
r
k
d
i
r
\
d
0
6
1
2
4
3
5
\
0
1
0
-
E
-
0
2
0
1
.
d
w
g
W
I
L
L
I
A
M
S
O
N
,
S
C
O
T
T
DW
G
F
I
L
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:
PL
O
T
D
A
T
E
:
BY
:
A.
B.
C.
GENERATOR RECEPTACLE, 600VAC, 200A, 3-POLE, 3-WIRE.
15KVA, 1PH, 480-240/120V
PROVIDE LOCKOUT PROVISIONS ON MCP AND CIRCUIT
BREAKER. A SINGLE LOCKOUT PROVISION SHALL BE
PROVIDED TO DISCONNECT BOTH CIRCUIT BREAKER AND
MCP FOR THE PUMPS.
SHEET KEYNOTES
SHEET ______ OF ______
DR
A
W
N
B
Y
:
DE
S
I
G
N
E
D
B
Y
:
QC
C
H
E
C
K
E
D
B
Y
:
PR
O
J
E
C
T
N
o
.
SC
A
L
E
:
DA
T
E
:
DA
T
E
:
DA
T
E
BY
DE
S
C
R
I
P
T
I
O
N
RE
V
.
N
O
.
DA
T
E
:
CI
T
Y
P
R
O
J
E
C
T
N
O
.
4
6
S
0
0
3
72
LI
F
T
S
T
A
T
I
O
N
S
P
A
C
K
A
G
E
46
S
0
0
3
RE
C
O
R
D
D
R
A
W
I
N
G
S
TH
I
S
R
E
C
O
R
D
D
R
A
W
I
N
G
H
A
S
BE
E
N
P
R
E
P
A
R
E
D
,
E
N
T
I
R
E
L
Y
O
R
I
N
P
A
R
T
O
N
T
H
E
B
A
S
I
S
O
F
UN
V
E
R
I
F
I
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D
I
N
F
O
R
M
A
T
I
O
N
CO
M
P
L
I
E
D
A
N
D
F
U
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N
I
S
H
E
D
B
Y
O
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H
E
R
S
T
O
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H
E
P
R
E
P
A
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W
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O
I
S
N
O
T
R
E
S
P
O
N
S
I
B
L
E
FO
R
A
N
Y
I
N
A
C
C
U
R
A
C
I
E
S
,
ER
R
O
R
S
O
R
O
M
I
S
S
I
O
N
S
W
H
I
C
H
HA
V
E
B
E
E
N
I
N
C
O
R
P
O
R
A
T
E
D
IN
T
O
T
H
E
D
O
C
U
M
E
N
T
A
S
A
RE
S
U
L
T
.
SU
B
M
I
T
T
A
L
:
R
E
C
O
R
D
D
R
A
W
I
N
G
RECORD DRAWING
This record drawing has been prepared, entirely or in
part on the basis of unverified information compiled and
furnished by others to the preparer who is not
responsible for any inaccuracies, errors or omissions
which may have been incorporated into the document
as a result.
RE
C
O
R
D
D
R
A
W
I
N
G
R
-
2/
1
2
/
2
0
2
1
57
010-E-0201
JB
C
DW
K
G
J
P
NO
S
C
A
L
E
08
/
1
4
/
1
9
02
/
1
3
/
1
9
08
/
1
4
/
1
9
EL
E
C
T
R
I
C
A
L
41
S
T
A
V
E
L
I
F
T
S
T
A
T
I
O
N
SI
N
G
L
E
L
I
N
E
D
I
A
G
R
A
M
C CC
HM
P-
0
0
4
B
P-
0
0
5
B
P-
0
0
4
A
P-
0
0
5
A
S-
0
0
2
C-
0
0
1
GENERATOR
ATS
PUMP MAIN CONTROL PANEL
PM
P
-
1
0
-
P
-
1
0
1
SITE
LIGHTING
P-
0
0
2
P-
0
0
3
S-
0
0
3
PM
P
-
1
0
-
P
-
1
0
2
TSH
10-101
MSH
10-101
TSH
10-102
MSH
10-102
LE
10-100
LSHH
10-103
LSLL
10-103
CABLE PUMP TERMINATION PANEL
S-
0
0
1
ANTENNA
P-
0
0
1
PG&E PEDESTAL
C-
0
0
2
C-
0
0
3
C-
0
0
4
3"C, CABLE BY PG&E
PG&E SERVICE POLE
P-
0
0
6
C:
\
p
w
w
o
r
k
d
i
r
\
d
0
6
1
2
4
3
5
\
0
1
0
-
E
-
0
4
0
1
.
d
w
g
DW
G
F
I
L
E
:
SHEET ______ OF ______
DR
A
W
N
B
Y
:
DE
S
I
G
N
E
D
B
Y
:
QC
C
H
E
C
K
E
D
B
Y
:
PR
O
J
E
C
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RECORD DRAWING
This record drawing has been prepared, entirely or in
part on the basis of unverified information compiled and
furnished by others to the preparer who is not
responsible for any inaccuracies, errors or omissions
which may have been incorporated into the document
as a result.
RE
C
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D
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-
2/
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2
/
2
0
2
1
SHEET KEYNOTES
PROVIDE CONDUIT SEALS IN AREAS ENTERING OR LEAVING
HAZARDOUS LOCATIONS AS REQUIRED BY NEC
A.
58
010-E-0401
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RECORD DRAWING
This record drawing has been prepared, entirely or in
part on the basis of unverified information compiled and
furnished by others to the preparer who is not
responsible for any inaccuracies, errors or omissions
which may have been incorporated into the document
as a result.
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A.COORDINATE WITH LOCAL UTILITY FOR INSTALLATION OF
ELECTRICAL SERVICE TO LIFT STATION.
SHEET KEYNOTES
PUMP MAIN
CONTROL PANEL
ANTENNA POLE
80kW STANDBY DIESEL
ENGINE-DRIVEN
GENERATOR SET
LIGHT POLE
PUMP CABLE
TERMINAL PANEL
WETWELL
VALVE VAULT
1
59
010-E-2001
JB
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1"
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SCALE: 1" = 10'-0"
100 20
EXISTING PG&E
UTILITY POLE
HANDHOLE HH-P1
3"C - CABLES BY PG&E
010-E-2601
HM
VALVE VAULT
WET WELL
ANTENNA POLE
AC PAVEMENT
WOOD FENCE
8" Ø VCP SS
18" Ø VCP SS
CABLE TERMINATION PANEL
SEE DETAIL E-901
GRAVEL
AC PAVEMENT
GRAVEL
AC PAVEMENTAC PAVEMENT
80 kW STANDBY DIESEL
ENGINE-DRIVEN
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PUMP MAIN
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part on the basis of unverified information compiled and
furnished by others to the preparer who is not
responsible for any inaccuracies, errors or omissions
which may have been incorporated into the document
as a result.
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ELECTRICAL SITE PLAN1
SCALE: 1"=3'-0"
LE
10-100
LSLL
10-103
LSHH
10-103
THE FOLLOWING HAZARDOUS AREAS ARE CLASS 1 DIVISION 1.
1.THE ENTIRE WET WELL SPACE .
THE FOLLOWING HAZARDOUS AREAS ARE CLASS I DIVISION 2.
1.THE ENTIRE VALVE VAULT STRUCTURE.
PROVIDE CONDUIT SEALS IN AREAS ENTERING OR LEAVING
HAZARDOUS LOCATIONS AS REQUIRED BY NEC.
A.
B.
C.
CA
# 2/0 AWG BARE COPPER
GROUND BRANCH
CONDUCTOR(TYP)
#4/0 AWG BARE COPPER
GROUND RING CONDUCTOR
E-103
1"
(TYP)
E-103
1"
(TYP)
SCALE: 1" = 3'-0"
10 3
60
010-E-2601
JB
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CB
010-E-2001
-
A
DUCT SECTION
-
A
DUCT SECTION
-
B
SHEET KEYNOTES
B
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A
E-316
TYP
3"C, CABLE BY PG&E
(SEE 010-E-2001 FOR CONT.)
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RECORD DRAWING
This record drawing has been prepared, entirely or in
part on the basis of unverified information compiled and
furnished by others to the preparer who is not
responsible for any inaccuracies, errors or omissions
which may have been incorporated into the document
as a result.
RE
C
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-
2/
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0
2
1
ATS/MTS COMPARTMENT
PANELBOARD AND TRANSFORMER SECTION
PUMP NO 1 STARTER SECTION
PUMP NO 2 STARTER SECTION
PUMP CONTROLS AND SCADA RTU
TRANSFORMER DISCONNECT
PANEL "A"
PUMP NO 1 DISCONNECT SW
PUMP NO 2 DISCONNECT SW
PUMP
RUNNING
FAIL
MOTOR
HI TEMP
MOTOR
HI MOISTURE
VFD - BYPASS
HAND - OFF - AUTO
MANUAL SPEED CONTROL
HIM
NAMEPLATE SCHEDULE
1.
2.
3.
4.
5.
6.
7.
8.
9.
A.
B.
C.
D.
E.
F.
G.
H.
DEVICE NAMEPLATE SCHEDULE
KEY INTERLOCK (TYP 2)
6 8 9
7
A B C
FED
A B C
FED
MINICAS
LIGHT SW
(SITE LTG)MINICAS
CONTROL
PANEL
COMPARTMENT
GFCI
150A
MAIN
100A
MAIN
SPD
MAIN
PFR
CB
AUTOMATIC
TRANSFER
SWITCH
XFMR
CB
ATS/MTS
COMPARTMENT
HEATER HEATER HEATER HEATER HEATER HEATER HEATER HEATER HEATERHEATER
15KVA
1 PH
XFMR
CB-1 MCP
RELAY RELAY
FU FU
VFD RVSS
RELAY RELAY
PDB
INNER DEADFRONT DOOR PANEL BACK PAN LAYOUT
PUMP MAIN CONTROL PANEL ELEVATION (FRONT VIEW)
CONTROL RELAYS/
TIMERS
FU
CPT
CB-1 MCP
RELAY RELAY
FU FU
VFD RVSS
RELAY RELAY
PDB
CONTROL RELAYS/
TIMERS
FU
CPT
RTU EQUIPMENT
HYDRO RANGER, TERMINAL
BLOCK, CONTRO RELAYS
TIMERS, INTRINSICALLY
SAFE BARRIERS, ETC ON
BACK-PANS AND SIDE-PANS
UPS
GENERATOR RECPT.
600 VAC, 200A
4P, 4W REVERSE
SERVICE
ATS/MTS
COMPARTMENT
1 2 3 4 5
7'-
0
"
3'-0"2'-0" (MIN)2'-0"2'-0"2'-0"
61
010-E-3101
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GG
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HM
CONDUIT CONDUCTORS FROM TO REMARKS
NO SIZE POWER CONTROL SIGNAL SPARES*
P-001 2 3#1/0, 1#6 GND
P-002
P-003 1 2#10, 1#10 GND
P-004A 1 1/2 3#6 VFD CABLE, 1#10 GND
P-004B 2
P-005A 3#6 VFD CABLE, 1#10 GND
P-005B 2
PUMP MAIN CONTROL PANEL - ATS GENERATOR
PUMP MAIN CONTROL PANEL SITE LIGHTING
PUMP MAIN CONTROL PANEL CABLE PUMP TERM. PANEL
CABLE PUMP TERM. PANEL PMP-10-101
PUMP MAIN CONTROL PANEL CABLE PUMP TERM. PANEL
CABLE PUMP TERM. PANEL PMP-10-102 MFR CABLE
MFR CABLE
C-001 1 12#14, 1#14 GND PUMP MAIN CONTROL PANEL CABLE PUMP TERM. PANEL
C-002
C-003
2#14, 1#14 GND
4#14
2#14, 1#14 GND
CABLE PUMP TERM. PANEL LSHH 10-103
CABLE PUMP TERM. PANEL LSLL 10-103
PUMP MAIN CONTROL PANEL - ATSPG&E PEDESTAL
S-001 2
S-002 1 1-2/C#16 (SH)PUMP MAIN CONTROL PANEL CABLE PUMP TERM. PANEL
CABLE PUMP TERM. PANEL LE 10-100
COAXIAL PUMP MAIN CONTROL PANEL
S-003 1 1-2/C#16 (SH)
2 3#1/0, 1#6 GND
LIGHT FIXTURE SCHEDULE
TYPE MANUFACTURER OR EQUAL DESCRIPTION MOUNTING LAMP VOLTAGE INPUT WATTS
A SPAULDING LIGHTING, CL1-A-90L 1-4K-3-PS-RPA6-7PR CIMARRON LED LIGHT, 4000K COLOR TEMPERATURE, TYPE III DISTRIBUTION LED 120 205
POLE
MANUFACTURER OR EQUAL DESCRIPTION
SPAULDING LIGHTING, RTA-20-60-B-A2-PS-Q18 ROUND TAPERED ALUMINIUM, 20 FEET POLE, 20A GFCI RECEPTACLE AND COVER
POLE
C-004 6#14, 1#14 GND PUMP MAIN CONTROL PANEL GENERATOR VCP
1
1
1 2#14
ANTENNA
WITH PHOTOCELL
P-006 1 4#12, 1#12 GND JACKET WATER HEATER AND BATTER CHARGERPUMP MAIN CONTROL PANEL
1 1/2
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RECORD DRAWING
This record drawing has been prepared, entirely or in
part on the basis of unverified information compiled and
furnished by others to the preparer who is not
responsible for any inaccuracies, errors or omissions
which may have been incorporated into the document
as a result.
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RECORD DRAWING
This record drawing has been prepared, entirely or in
part on the basis of unverified information compiled and
furnished by others to the preparer who is not
responsible for any inaccuracies, errors or omissions
which may have been incorporated into the document
as a result.
RE
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SCALE: 1" = 20'-0"
200 40
SHEET KEYNOTES
DISCONNECT EXISTING CELLULAR RADIO, UPS, AND
ASSOCIATED EQUIPMENT FOR THE FLOW METER. PROVIDE
NEW CELLULAR MODEM, UPS AND ADDITIONAL EQUIPMENT
SHOWN ON THE INSTRUMENTATION DRAWINGS. RECONNECT
EXISTING CIRCUIT CABLES TO NEW EQUIPMENT.
A.
A
EXISTING ELEC
HANDHOLE
EXISTING UTILITY,
NEW METER, UPS
AND CELLULAR
RADIO
HM
F
ile
: 0
0
0
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-0
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/2
0
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P
M
PLC / REMOTE I/O POINTS
INSTRUMENT SYMBOLS
COMPUTING OR CONVERTING FUNCTIONS
COMPUTING
1:1
X
CONVERTING
CONTROL FUNCTION DESIGNATIONS
(UNLESS SPECIFICALLY NOTED OTHERWISE PER DRAWING LEGEND)
INSTRUMENT LINE DEFINITIONS
AS
ABBREVIATIONS
MODIFIER
FIRST LETTER SUCCEEDING LETTER(S)
MODIFIEROUTPUT FUNCTION
GENERAL INSTRUMENTATION NOTES
A
C
D
E
F
G
H
I
J
K
N
O
P
Q
R
S
T
U
V
W
X
Y
Z
ANALYSIS
BURNER, COMBUSTION
CONDUCTIVITY
DENSITY
VOLTAGE
FLOW RATE
HAND
CURRENT (ELECTRICAL)
POWER
TIME, TIME SCHEDULE
LEVEL
TORQUE
PRESSURE, VACUUM
QUANTITY
RADIATION
SPEED, FREQUENCY
TEMPERATURE
MULTIVARIABLE
VIBRATION, MECHANICAL ANALYSIS
WEIGHT, FORCE
INTRUSION
EVENT, STATE, OR PRESENCE
POSITION, DIMENSION
B
L
M
DIFFERENTIAL
RATIO (FRACTION)
SCAN
TIME RATE OF CHANGE
MOMENTARY
INTEGRATE, TOTALIZE
SAFETY
X AXIS
Y AXIS
Z AXIS
INDICATE
ISOLATE
ALARM
SENSOR (PRIMARY ELEMENT)
LIGHT
ORIFICE, RESTRICTION
POINT (TEST) CONNECTION
RECORD
MULTIFUNCTION
WELL
CONTROL
TRANSMIT
ISOLATOR
CONTROL STATION
SWITCH
MULTIFUNCTION
VALVE, DAMPER, LOUVER
CONTROL ELEMENT
DRIVER, ACTUATOR, FINAL
CLOSED
HIGH
LOW
MIDDLE, INTERMEDIATE
OPEN
MULTIFUNCTION
PNEUMATIC
CURRENT
VOLTAGE
P
I
E
HYDRAULIC
BINARY
ANALOG
H
B
A
INITIATING VARIABLE
MEASURED OR
PASSIVE FUNCTION
READOUT OR
LINEARIZER
LOW LIMITING
HIGH LIMITING
BIAS
EXPONENTIAL
INPUT
ANALOG
SIGNAL AND PROCESS OFF-PAGE CONNECTORS
SEE SPECIFICATION FOR MORE INFORMATION
FIELD NETWORK INTERFACE.
DRAWING
CONTINUES TO UNREPRESENTED
PROCESS OR LOGIC CONNECTION
AND LOGIC LINESTYLE DEFINITION.
NOTE: REFER TO INSTRUMENTATION LINE SYMBOLOGY FOR PROCESS
DIGITAL
RESISTANCE (ELECT)
D
R
FORWARD
MOISTURE
REVERSE
*
LOW SELECTING
HIGH SELECTING
DIFFERENCE
RATIO
AVERAGING
DERIVATIVE
INTEGRAL
PROPORTIONAL
SQ ROOT EXTRACTION
DIVIDING
MULTIPLYING
SUMMING
GAUGE, GLASS, VIEWING DEVICE
INSTRUMENT ID
CONTROL FUNCTION
SUFFIX) - SEE TAG SCHEMA
(MAY INCLUDE ALPHA
NUMERIC LOOP NUMBER
VENDOR SKID LIMIT
FUTURE EQUIPMENT (DASH)
EXISTING TO BE DEMOLISHED
EXISTING (SCREENED)
NEW WORK (UNSCREENED)
STP
STR
S/S
S/R
SP
SEL
SD
RST
RSL
R/L
RDY
POT
PID
OSC
O/O
OLH
OCA
OC
MOA
L/R
LOR
HOR
HOA
HML
FOR
ETM
E-STOP
DEV
AS
AM
AHC
STOP
START
START/STOP
START/RESET
SET POINT
SELECT
SHUTDOWN
RESET
RAISE/STOP/LOWER
RAISE/LOWER
READY
POTENTIOMETER
INTEGRAL/DERIVATIVE
PROPORTIONAL/
OPEN/STOP/CLOSE
ON/OFF
OFF/LOW/HIGH
NOTE:
REFER TO DRAWING GI-2 FOR ANALYTICAL INSTRUMENT DESIGNATIONS.1.
OPEN/CLOSE/AUTO
OPEN/CLOSE
MANUAL/OFF/AUTO
LOCAL/REMOTE
LOCAL/OFF/REMOTE
HAND/OFF/REMOTE
HAND/OFF/AUTO
HIGH/MID/LOW
FORWARD/ OFF/ REVERSE
ELAPSED TIME METER
GUARD
WITH ACCIDENTAL TRIP
MUSHROOM-HEAD BUTTON
(RED PUSH-PULL
EMERGENCY STOP
DEVIATION
AIR SUPPLY
AUTO/MANUAL
AUTO/HOLD/CLOSE
INSTRUMENTATION LINE SYMBOLOGY
INSTRUMENT SYMBOLS - CONT
COMPUTE, CONVERT
FIRST LETTER
SUCCEEDING LETTER(S)
TAG SCHEMA
WIND
TIC
**
AIR SUPPLY
PROCESS
PNEUMATIC SIGNAL
MECHANICAL LINK
HYDRAULIC SIGNAL
ULTRASONIC SIGNAL
ELECTRICAL SIGNAL
ELECTRIC (PULSE SIGNAL)
DATA LINK OR SYSTEM BUS BETWEEN DEVICES
(UNLESS SPECIFICALLY NOTED OTHERWISE PER DRAWING LEGEND)
COMMUNICATION LINE DEFINITIONS
INSTRUMENTATION CALL - OUT
ABBREVIATION
CLARIFYING
OUTPUT
ANALOG
INPUT
DISCRETE
OUTPUT
DISCRETE
INPUT
ANALOG
DATA SIGNAL
OUTPUT
ANALOG
DATA SIGNAL
INPUT
DISCRETE
DATA SIGNAL
OUTPUT
DISCRETE
DATA SIGNAL
**
**
INSTRUMENT SYMBOL
VENDOR SIGNAL CABLE
MULTIMODE FIBER
SINGLE MODE FIBER
MODBUS
FOUNDATION FIELD BUS
PROFIBUS
ETHERNET
XXX
b
a
SUPPLIER, UNLESS OTHERWISE NOTED.
6. VALVE ACTUATORS SHALL BE SUPPLIED WITH THE VALVE BY THE VALVE
SWITCHES THAT ARE PART OF VENDOR PACKAGES.
THE ELECTRICAL CONTRACTOR. EXCEPTIONS (WHERE NOTED) ARE
5. FIELD SWITCHES FOR ELECTRIC MOTOR OPERATION SHALL BE SUPPLIED BY
SYSTEM.
AND CURRENT REQUIREMENTS OF THE COMPONENTS IN EACH LOOP OR
FURNISHED BY THE INSTRUMENTATION SUPPLIER TO MEET THE VOLTAGE
4. POWER SUPPLIES FOR INSTRUMENT LOOPS OR SYSTEMS SHALL BE
DRAWING SUBMITTAL REQUIREMENTS.
3. SEE SPECIFICATION SECTION 409100 FOR COMPLETE DETAILS OF LOOP
AND ABBREVIATIONS.
2. SEE ELECTRICAL AND GENERAL SHEETS FOR ADDITIONAL SYMBOLS
DEFINED ELSEWHERE IN THE P&ID SET.
STANDARD 5.1-INSTRUMENTATION SYMBOLS AND IDENTIFICATION OR
REQUIRED. SYMBOLS AND NOMENCLATURE WILL BE EITHER BASED ON ISA
1. ADDITIONAL INSTRUMENTATION AND CONTROL SYMBOLS MAY BE USED AS
MOTOR
MOTOR STARTER
MOTOR OPERATED VALVE
MAIN CONTROL PANEL
MOTOR CONTROL CENTER
LIGHTNING SURGE ARRESTOR
LOCKED OPEN
LOCAL CONTROL STATION
LOCAL CONTROL PANEL
LOCKED CLOSED
INTRINSICALLY SAFE BARRIER
INSTRUMENT AIR
HUMAN MACHINE INTERFACE
STARTER
FULL VOLTAGE NON-REVERSING
FIBER OPTIC TRANSCEIVER
FIBER OPTIC CABLE
DIRECT ONLINE STARTER
ATMOSPHERE
MTR
MS
MOV
MCP
MCC
LSA
LO
LCS
LCP
LC
ISB
IA
HMI
FVNR
FOT
FOC
DOL
ATM
WINDING
VARIABLE SPEED DRIVE
VARIABLE FREQUENCY DRIVE
VENDOR CONTROL PANEL
UNSHIELDED TWISTED PAIR
SUPPLY
UNINTERRUPTABLE POWER
SHIELDED TWISTED PAIR
SOLENOID OPERATED VALVE
THERMOCOUPLE
REMOTE TERMINAL UNIT
STATE STARTER
REDUCED VOLTAGE SOLID-
REMOTE I/O
CONTROLLER
PROGRAMMABLE LOGIC
PERSONAL COMPUTER
OPERATOR INTERFACE
NORMALLY OPEN
NORMALLY CLOSED
WIND
VSD
VFD
VCP
UTP
UPS
STP
SOV
TC
RTU
RVSS
RIO
PLC
PC
OI
NO
NC
001-N-0201
001-N-0201
001-N-0201
02-102B
TO DRAWING 001-N-0201
PROCESS OR LOGIC CONNECTION
FROM DRAWING 001-N-0201
PROCESS OR LOGIC CONNECTION
TO/FROM DRAWING 001-N-0201
PROCESS OR LOGIC CONNECTION
S
L
A
LIGHTNING SURGE ARRESTOR
XXX
XXXV
INSTRUMENT
FIELD MOUNTED
INSTRUMENT
FRONT OF PANEL
WITHIN PANEL
MOUNTED
INSTRUMENT
SHARED DISPLAY/CONTROL
FIELD MOUNTED
PANEL)
(ACCESSIBLE FROM WITHIN
SHARED DISPLAY/CONTROL
CONTROL SYSTEM
b
a
CONTROL FUNCTION
INSTRUMENT LOOP NUMBER
(SEE TAG DESIGNATION FOR MORE INFO)
INSTRUMENT IDENTIFICATION/TAG NUMBER
DATA ROUTING ARROW
(ACCESSIBLE VIA OI / HMI)
SHARED DISPLAY/CONTROL
CONTROL SYSTEM
MANIFOLD DETAILS.
INSTALLATION DETAILS FOR AIR DISTRIBUTION
SPECIFICALLY NOTED OTHERWISE), REFER TO
NOTE2: FOR NON-VENDOR PACKAGES (UNLESS
TO INSTRUMENT SCHEDULE FOR CONFIRMATION.
NOTE1: IF INSTRUMENT POWER NOT INDICATED, REFER
(e.g. 24VDC, 120VAC, 220VAC, 480VAC)
PRIMARY ELECTRICAL POWER
a
b
XXX
a
XXX
b
a
XXX
b
b
XXX
a
a
XXX
b
b
XXX
a
XXX
XXX
I
I
I
S
I
B
INTRINSICALLY SAFE BARRIER
INACCESSIBLE)
(OPERATOR
CONTROL LOGIC
SOFTWARE INTERLOCK /
FUNCTIONS
WITH MULTIPLE
INSTRUMENT
SINGLE
TO OPERATOR)
(NORMALLY ACCESSIBLE
CONTROL LOGIC
SOFTWARE INTERLOCK /
RELAY INTERLOCK LOGIC
PILOT LIGHT
PANEL
FRONT OF
S
L
A
LIGHTNING SURGE ARRESTOR
XXX
XXXV
INSTRUMENT
FIELD MOUNTED
INSTRUMENT
FRONT OF PANEL
WITHIN PANEL
MOUNTED
INSTRUMENT
b
a
CONTROL FUNCTION
INSTRUMENT LOOP NUMBER
(SEE TAG DESIGNATION FOR MORE INFO)
INSTRUMENT IDENTIFICATION/TAG NUMBER
DATA ROUTING ARROW
a
b
XXX
a
XXX
b
a
XXX
b
b
XXX
a
a
XXX
b
b
XXX
a
XXX
XXX
I
I
I
S
I
B
INTRINSICALLY SAFE BARRIER
INACCESSIBLE)
(OPERATOR
CONTROL LOGIC
SOFTWARE INTERLOCK /
FUNCTIONS
WITH MULTIPLE
INSTRUMENT
SINGLE
TO OPERATOR)
(NORMALLY ACCESSIBLE
CONTROL LOGIC
SOFTWARE INTERLOCK /
RELAY INTERLOCK LOGIC
PILOT LIGHT
PANEL
FRONT OF
MANIFOLD DETAILS.
INSTALLATION DETAILS FOR AIR DISTRIBUTION
SPECIFICALLY NOTED OTHERWISE), REFER TO
NOTE2: FOR NON-VENDOR PACKAGES (UNLESS
TO INSTRUMENT SCHEDULE FOR CONFIRMATION.
NOTE1: IF INSTRUMENT POWER NOT INDICATED, REFER
(e.g. 24VDC, 120VAC, 220VAC, 480VAC)
PRIMARY ELECTRICAL POWER
PANEL)
(ACCESSIBLE FROM WITHIN
SHARED DISPLAY/CONTROL
CONTROL SYSTEM
(ACCESSIBLE VIA OI / HMI)
SHARED DISPLAY/CONTROL
CONTROL SYSTEM
SHARED DISPLAY/CONTROL
FIELD MOUNTED
B
PROCESS AREA
SUFFIX
TYPICAL EQUIPMENT TAG FORMAT
02
TYPICAL INSTRUMENT & CONTROL VALVE TAGGING
INSTRUMENT SCHEDULE (FULL TAG)EQUIPMENT SCHEDULE (FULL TAG)
INSTRUMENT / VALVE ID
B
PROCESS AREA
TAG NUMBER
SUFFIX
02
TYPICAL MANUAL VALVE TAG FORMAT
MANUAL VALVE SCHEDULE (FULL TAG)
VALVE
TYPICAL PIPE LINE TAG FORMAT
EQUIPMENT CALLOUTS.
NOTE: REFER TO GENERAL SHEET GI-3 FOR STANDARD
VALVE CALLOUTS.
NOTE: REFER TO GENERAL SHEET GI-3 FOR STANDARD
VALVE CALLOUTS.
NOTE: REFER TO GENERAL SHEET GI-3 FOR STANDARD
102
LIT-02-102B
B
TAG NUMBER
SUFFIX
102
102
02
PIPE LINE SCHEDULE (FULL TAG)
12
RW
NOMINAL PIPE DIAMETER
FLUID CODE
PMP-02-102B
PMP EQUIPMENT ID
12-RWVPG-02-102B
VPG
LIT
PROCESS AREA
64
000-N-0001
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RECORD DRAWING
as a result.
which may have been incorporated into the document
responsible for any inaccuracies, errors or omissions
furnished by others to the preparer who is not
part on the basis of unverified information compiled and
This record drawing has been prepared, entirely or in
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P
M
FLOW INSTRUMENTS LEVEL INSTRUMENTS
FLOW TRANSMITTER
(DIFFERENTIAL PRESSURE)
VENTURI TUBE WITH
FLOAT ACTUATED TYPE
LEVEL TRANSMITTER
LEVEL TRANSMITTER
HYDROSTATIC TYPE
TYPE LEVEL TRANSMITTER
CAPACITANCE OR DIELECTRIC
WITH INTEGRAL SENSOR
LEVEL TRANSMITTER
RADIOACTIVE OR SONIC TYPE
FLOW METER
POSITIVE-DISPLACEMENT TYPE
LEVEL TRANSMITTER
PRESSURE ACTUATED
LEVEL TRANSMITTER
ULTRASONIC
(MOUNTED ON TANK)
DIFFERENTIAL PRESSURE TYPE,
LEVEL TRANSMITTER,
TYPE FLOW METER
TURBINE OR PROPELLER
K
N
A
T
K
N
A
T
K
N
A
T
PRESSURE -TYPE FLOW TRANSMITTER
CONNECTED TO DIFFERENTIAL-
CONTRACTA, RADIUS, OR PIPE TAPS
ORIFICE PLATE WITH VENA
(DOPPLER OR TRANSIT TIME)
SONIC FLOWMETER
(ROTAMETER)
VARIABLE AREA FLOW INDICATOR
TRANSMITTER
ULTRASONIC FLOW
FLUME WITH
TRANSMITTER
WITH REMOTE FLOW
MAGNETIC FLOWMETER
METER
THERMAL MASS FLOW
FLOW METER
PADDLE WHEEL
WEIR
METER
VORTEX FLOW
OR PITOT-VENTURI TUBE
SINGLE PORT PITOT TUBE
(EXTERNALLY CONNECTED)
GAUGE GLASS
M MTM
FE-XX
FE-XX
FE-XX
FE-XX
POSITION INSTRUMENTS
INDICATING CLOSED POSITION
LIMIT SWITCH ON MOTORIZED VALVE
PNEUMATIC ACTUATED VALVE
VALVE POSITION TRANSMITTER ON
WITH THERMOWELL
TEMPERATURE TRANSMITTER
(RTD) OR THERMISTOR (TH)
THERMOCOUPLE, RESISTANCE BULB
UNCLASSIFIED TEMPERATURE INDICATOR
THERMOMETER, OR OTHER LOCAL
BIMETALLIC TYPE THERMOMETER, GLASS
RTD
2
2
2
2
3
ANALYTICAL INSTRUMENTS
WITH TRANSMITTER
ANALYZING ELEMENT
FLOW THROUGH
XXXX
ULTRA VIOLET
TURBIDITY
TOTAL HARDNESS
SULFUR DIOXIDE
HYDROGEN ION CONCENTRATION
PARTICLE COUNTER
OXIDATION/REDUCTION POTENTIAL
OZONE
OXYGEN CONCENTRATION
LOWER EXPLOSIVE LIMIT
HYDROGEN SULFIDE
DISSOLVED OXYGEN
CONDUCTIVITY
COMBUSTIBLE GAS
CHLORINE CONCENTRATION
ALKALINITY
UV
TURB
TH
SO
PH
PC
ORP
O
O
LEL
H S
DO
CON
COMB
CL
ALK
DRAIN
FE-XX
FE-XX
FILLED SYSTEM
ANNULAR SEAL WITH
PROCESS LINE WITH
DIRECT - CONNECTED
PRESSURE INDICATOR
LAPTOPOPERATOR INTERFACE
PANEL MOUNTED
DUAL SCREEN WORKSTATION PRINTERTOWER UPS PANEL UPS RACK MOUNT UPS FREQUENCY DRIVE
VARIABLE
STARTER
POWER MONITOR / MPRM
DC +
DC -
DC +
DC -
1
2
1
2
3
4
6
7
8
5
SWITCH
MODULAR ETHERNET
DIN-RAIL MOUNTED
RUN
BAT
RS232
OK
I/O
RXD TXD OK
ETHERNET
OK
CONTROLNET
B OKPRICOM
RUN
BAT
RS232
OK
I/O
FORCE
RXD TXD OK
ETHERNET
PLC
TM
COMPACTLOGIX CONTROLLOGIX® PLCREMOTE I/O CHASSIS DIGITAL VIDEO RECORDER
RACK MOUNT
KVM SWITCH
RACK MOUNT
REMOTE SWITCH
NETWORK ACCESSIBLE STORAGE
RACK MOUNT
YAGI ANTENNA OMNI ANTENNA CAMERA
POLE-MOUNT
24VDC
TERMINATOR
ACTIVE
TERMINATOR
PASSIVE
MEDIA CONVERTER CHASSIS
RACK MOUNT 15 PORT
RACK MOUNT ROUTER FIBER OPTIC PATCH PANEL
RACK MOUNT
FE-XX
FE-XX
FE-XX
DRAIN
TEMPERATURE INSTRUMENTS
LEVEL TRANSMITTER
RADAR
LE
RADAR
DESKTOP / CONSOLE WORKSTATION
REDUNDANT POWER SUPPLY
RACK MOUNT ETHERNET SWITCH
24 PORT ETHERNET SWITCH
RACK MOUNT
RACK MOUNT SERVER
FIREWALL APPLICATION
RACK MOUNT
MEGABLOCKS
FOUNDATION FIELDBUS
TXD OK RXD TXD OK RXD TXD OK RXD TXD OK
RUN
BAT
PROFIBUSPROFIBUS
RXD
REQUIRED
CARDS AS
COMM
I/O AND
ADD
SWITCH
INDUSTRIAL HARDENED
MONO-POLE TOWERLATTICE TOWER
INDICATING TRANSMITTER
PRESSURE
NETWORK AND CONTROL COMPONENTS SYMBOL LIBRARY
LIT
LIT
LIT
LIT
DIAPHRAGM SEAL
PROCESS LINE WITH
FE-XX
FE-XX
NETWORK SYMBOL
GAS DETECTOR
NETWORK SYMBOL
CONTROL VALVE ACTUATOR
M
FIT
FIT
FIT
FI
FIT
FIT
FIT
LX
LT
LIT
LIT
LG
FE
ZSC ZT
TE
TT
TI
AIT
AE
FIT
PI
PI
PIT
PI
FIT
FIT
FIT
LIT
FIT
FIREWALL
PRESSURE INSTRUMENTS
65
000-N-0002
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RECORD DRAWING
as a result.
which may have been incorporated into the document
responsible for any inaccuracies, errors or omissions
furnished by others to the preparer who is not
part on the basis of unverified information compiled and
This record drawing has been prepared, entirely or in
R
E
C
O
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D
D
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A
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-
2
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1
CORP YARD PCS LANWWTP PCS LAN
FIREWALL FIREWALL
RADIO
MASTER
EXISTING
WORKSTATION
DALE AVE. PUMP STATION
HYDRAULIC SYSTEM PLC
SWITCH
UNMANAGED
SWITCH
STRATIX
SWITCH
STRATIX
SCADA SERVER
EXISTING IN-TOUCH
INTERFACE
OPERATOR
INTERFACE
OPERATOR
INTERFACE
OPERATOR
VENDOR
WETWELL #2 PLCWETWELL #1 PLC
EQUALIZATION STRUCTURE
UNDERGROUND FLOW
UFES PLC
SWITCH
STRATIX
INTERFACE
OPERATOR
CITY WIDE BUSINESS / IT WAN
811
MAS
PUMP 1
811
MAS
PUMP 2
811
MAS
PUMP 3
811
MAS
PUMP 4
811
MAS
PUMP 5
811
MAS
PUMP 7
UNIT
CONTROL
MAS 801
SWITCH
STRATIX
DEVICE NET DEVICE NET
PANEL
FIBER PATCH PANEL
FIBER PATCH
811
MAS
PUMP 6
UNIT
CONTROL
MAS 801
GENERATOR
SWITCH
TRANSFER
AUTOMATIC
DC +
DC -
DC +
DC -
1
2
1
2
3
4
6
7
8
5
OK OKOK
CONTROLNET
B OK OK OK OKOK
CONTROLNET
B OK OKOK
STRUCTURE
DIVERSION
PACIFIC STATION
DELAWARE AND
SOUTH
STRUCTURE
DIVERSION
DELAWARE AND 28TH
WORKSTATION
SCADA
SWITCH
UNMANAGED
PHONE
VOIP
PHONE
ELEVATOR VOIP
RADIO
ETHERNET
RADIO
ETHERNET
GENERATOR
SWITCH
TRANSFER
AUTOMATIC
DC +
DC -
DC +
DC -
1
2
1
2
3
4
6
7
8
5
RUN
BAT
RS232
OK
I/O
RXD TXD OK
ETHERNET
OK
CONTROLNET
B OKPRICOM
MONITOR
POWER
SWITCHGEAR
DC +
DC -
DC +
DC -
1
2
1
2
3
4
6
7
8
5
RUN
BAT
RS232
I/O
RXD TXDPRICOMRXDTXD
ETHERNET
RUN
BAT
RS232
I/O
RXD TXDPRICOM
DC +
DC -
DC +
DC -
1
2
1
2
3
4
6
7
8
5
RXD TXD
ETHERNET PROSOFT
ERR APP
AGENT
ALARM
RACO
RUN
BAT
RS232
OK
I/O
RXD TXD OK
ETHERNET
OK
CONTROLNET
B OKPRICOM
DC +
DC -
DC +
DC -
1
2
1
2
3
4
6
7
8
5
MONITOR
POWER
SWITCHGEAR
PANEL
SECURITY
LENEL
EXISTING
P
lo
t D
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: 2
/1
6
/2
0
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1
5
:5
3
:2
1
P
M
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66
000-N-0003
N
O
S
C
A
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A
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9
0
3
/0
6
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IN
S
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N
T
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N
A
N
D
C
O
N
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D
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N
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W
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LEGEND:
485 MHZ LICENSED RADIO
FIBER
CAT 6
SHEET KEYNOTES
GENERAL SHEET NOTES
A
F
C
G
D E
A
PUMP STATION
(SST-16)
38TH AVE
PUMP STATION
(SST-17)
41ST AVE
F
1.
I I
B
FLOW METER
EL CERRITO
C C
K
H
HH
HH
L
CELLULAR
RS485
L
H
M
J
N
FIBER PATCH CABLES
DEVICENET
O O
L
A
0
8
/1
5
/1
9
Q
S
R
U
COAX/HARDWIRED
900 MHZ SPREAD SPECTRUM RADIO
T
T
U.
T.
S.
R.
Q.
P.
O.
N.
M.
L.
K.
J.
I.
H.
G.
F.
E.
D.
C.
B.
A.
COMMUNICATIONS ROUTE TO WWTP.
900 MHZ SPREAD SPECTRUM ETHERNET RADIO PROVIDES DIVERSE
DIGITAL INPUT.
CONNECT EXISTING RACO ALARM AGENT ALARM RELAY TP PLC 1
CONNECT NEW ELEVATOR VOIP TELEPHONE TO SCADA NETWORK.
CONNECT EXISTING LENEL SECURITY PANEL TO SCADA NETWORK.
WORKSTATION.
RELOCATE EXISTING VOIP TELEPHONE TO NEW SCADA
RELOCATE EXISTING JUNIPER SCADA SWITCH TO PLC 1 PANEL.
LOCATED IN PLC 1 PANEL.
FIBER PATCH CABLES.
FIREWALL SHALL BE INSTALLED AND CONFIGURED BY THE CITY.
CELLULAR MODEM AND ANTENNA.
CONTRACT.
NEW OR MODIFIED ITEMS WITHIN THE SCOPE OF THE DAPS
SCADA AND FUTURE DIVERSE ROUTE FOR COMMUNICATIONS.
NEW FIBER TO PROVIDE CONNECTIVITY TO COLLECTIONS
NEW FIBER TO BE INSTALLED ADJACENT TO FORCE MAIN.
CONTRACT.
NEW OR MODIFIED ITEMS WITHIN THE SCOPE OF THE UFES
RETAINED.
EXISTING FIBER LINK BETWEEN DALE AVE. AND WWTP TO BE
CONNECTED TO WWTP CONTROL NETWORK VIA LEASED FIBER LINK.
UNDERGROUND FLOW EQUALIZATION STRUCTURE TO BE
EXISTING COLLECTION SYSTEM WORKSTATION.
EXISTING COLLECTION SYSTEM INTOUCH SCADA SERVER(S).
CONTRACT.
NEW OR MODIFIED ITEMS WITHIN THE SCOPE OF LIFT STATION
AND REPLACED.
PLC PANEL AT DALE AVE. PUMP STATION SHALL BE REMOVED
MOTOROLA ACE 3600 RTU WITH 458 MHz RADIO.
INTERFACED INTO COLLECTION SYSTEM SCADA.
ALL NEW RADIOS AT THE LOCATIONS IDENTIFIED SHALL BE
O
U
M
A
G
SHEET ______ OF ______
D
R
A
W
N
B
Y
:
D
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N
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B
Y
:
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C
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B
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:
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D
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D
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N
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. N
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M
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9
4
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6
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C
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P
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A
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D
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S
O
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IS
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ITEM #QTY MANUFACTURER MODEL NUMBER DESCRIPTION
1 1
2 1
3
4
5
6
7
8
9
NA
10
1 HOFFMAN DAH1001A HEATER
11
ALLEN BRADLEY 700HA32A1/HN125 2 POLE RELAY
12
ALLEN BRADLEY 1492-WD3 2-TIER TERMINAL BLOCK, 20A (GREY)
13
ALLEN BRADLEY 1492-EBD3 END BARRIER FOR 2-TIER TERMINAL BLOCK
14
15
16
1 HOFFMAN -
17
2 ALLEN BRADLEY 1606-XLE480EP 24VDC POWER SUPPLY UNIT
18
1 ALLEN BRADLEY 1606-XLSREDS40HE REDUNDANCY MODULE, 24VDC, INPUT:2X20A & OUTPUT: 40A
19
1 SCHNEIDER A9N2P32C 2P 32A AC MCB 10kA C CURVE
20
1 SCHNEIDER A9N2P16C 2P 16A AC MCB 10kA C CURVE
21
3 SCHNEIDER A9N2P10C 2P 10A AC MCB 10kA C CURVE
22
7 SCHNEIDER A9N2P06C 2P 6A AC MCB 10kA C CURVE
23
4 SCHNEIDER A9N61526 2P 6A DC MCB 10kA C CURVE
3 SCHNEIDER A9N61521 1P 2A DC MCB 10kA C CURVE
1 EATON 9PX-1500RTN 1.5KVA UPS
1 EATON 9PXEBM72RT UPS EXTENDED BATTERY MODULE (EBM)
1 PANDUIT FDME8RG FIBER PATCH PANEL
1 EATON -SUPPORT FOR TOWER MOUNTED UPS INSTALLTION
GENERAL SHEET NOTES
1.
MOTOROLA ACE 3600 RTU
MOTOROLA POWER QUICK II MCP 8270 CPU PROCESSOR
SIEMENS HYDRORANGER 200 ULTRASONIC LEVEL CONTROLLER
--POWER GROUND1
1 --
POWER RECEPTICLE
INSTRUMENT GROUND
PANEL LAYOUT REPRESENTATION.
REFER TO ELECTRICAL DRAWING 009-E-3101 FOR COMPLETE
24 1 -MOUNTING PANELHOFFMAN
67
000-N-0101
A
GP
A
0
3
/2
2
/1
9
0
3
/2
2
/1
9
IN
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T
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E
N
T
A
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N
A
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D
C
O
N
T
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O
L
2"x4"
2"x4"
2"x4"
U
P
S
P
O
W
E
R
1
.5
"x4
"
1
.5
"x4
"
1
.5
"x4
"
2
"x4
"
MODULE
UPS EXTENDED BATTERY
1.5"x4"
UPS
17
20
2
"X
4
"
D
C
D
IS
T
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IB
U
T
IO
N
N
O
N
U
P
S
P
O
W
E
R
15
16
10
9
9
11
13
14
12
14
4
22
23
8
18
6
7
6
7
19
5
HYDRORANGER
21
25
24
25
226 27 28
MOTOROLA126
MOTOROLA227
MOTOROLA128
-
-
-
12VDC POWER SUPPLY MODULE (DEFAULT)
16 CHANNEL DIGITAL INPUT MODULE
29
MIXED 4 ANALOG OUTPUT MODULE
MIXED 8 ANALOG INPUT MODULEMOTOROLA291-
1 30
-MOTOROLA130 485 MHZ RADIO
L
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0
8
/1
5
/1
9
N
O
S
C
A
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E
8
4
"
9
3
9
/6
4
"
34"
12 23/64"
1
0
2
9
/3
2
"
7 51/64"
AS REQ'D
AS REQ'D
AS REQ'D
AS REQ'D
(INTERIOR GENERAL ARRANGEMENT)
LIFT STATION RTU PANEL
BILL OF MATERIAL
R
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L
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3
8
T
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A
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A
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IF
T
S
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A
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N
1
WARRICK 27A1D4 INTRINSICALY SAFE CONTROL RELAY
NA NA NA
A
G
SHEET ______ OF ______
D
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R
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68
000-N-0102
S
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ITEM #QTY DESCRIPTION
1
2
4
5
6
7
MFG CAT #
1
PHOENIX1
8
1
9 2
1
1
1
1
-
-
3
1
10
CHASSIS FOR P/S CPU AND 3 I/O SLOTS
1
11
12
TERMINAL BLOCK RELAY ALLEN-BRADLEY 700-HLS1Z24
QUINT-PS / 24DC / 24DC / 5 / 1.3AHUPS WITH INTEGRATED STORAGE
PLC POWER SUPPLY
RADIO POWER SUPPLY
COM
TB/BTB/A
2
1
FU2
FU1
SUPPLY
POWER
24VDC
1 2
FU
120VAC
TO PLC
AC POWER FAIL REALY
10
3
4
TB/A
(+24VDC)
POWER SUPPLY
FLOW METER
6 7 8 9 9
11
5
1
2
MOTOROLA
MOTOROLA
MOTOROLA
MOTOROLA
MOTOROLA
MOTOROLA
24VDC RTU P/S
CPU (32 MB)
MIXED I/O MODULE
SPACED SLOT
FUSED TERMINAL BLOCK
DIN RAIL MOTOROLA
AS REQ'D
AS REQ'D
MPC 8270- F7508
BILL OF MATERIALS
BACKPLANE 11"x17"CUSTOM
CUSTOM
113
CELLULAR MODEM
CELLULAR MODEM ANTENNA
SIERRA WIRELESS
SIERRA WIRELESS
SHEET KEYNOTES
A
IS WEATHERPROOF).
POWER SUPPLY PANEL AND RETAIN UPPER PANEL (ENSURE PANEL
REMOVE EXISTING CELLULAR ANTENNA FROM UPPER METER /
REMOVE AND REPLACE EXISTING LOWER PANEL.
B.
A.
13
UPPER PANELB
A LOWER PANEL
RV50
ENCLOSURE, 12"x18"x10" NEMA 4X
1
7
"
1
8
"
11"
12"
(FRONT VIEW)
EL CERRITO RTU PANEL
EL CERRITO RTU PANEL
POWER SCHEMATIC
E
L
C
E
R
R
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O
A
V
E
F
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PIPING
PRESSURE GAUGE AND SWITCH
316 SS OR PVC
(CHEMICAL)
RATING
MATERIAL/
C OR PVC
HASTELLOY
WITH DIAPHRAGM SEALS
PRESSURE GAUGE AND SWITCH
ENCASED
PHENOLIC
316 SS OR PVC
INSTRUMENT JB
TO AREA
PIPING
I-301
PIPING PIPING
316 SS
316 SS
316 SS
316 SS
316 SS
316 SS
316 SS 316 SS OR PVC
316 SS OR PVC
316 SS OR PVC
316 SS OR PVC
2
DESCRIPTIONQTYITEM
1
2
SUPPLY
(WATER / AIR)
RATING
MATERIAL/
1
1 MANF
3
4 1
AR
CONT
MANF
BILL OF MATERIALS
5
6
7
8 1
1 MANFPRESSURE SWITCH
TEE 1/2" (15mm)
10
1
11
12
9 2 ELBOW 1/2" (15mm)
SWITCH WITH DIAPHRAGM SEAL
PRESSURE GAUGE OR
OR SWITCH
PRESSURE GAUGE
ENCASED
PHENOLIC LIQUID-FILLED PRESSURE GAUGE
INSTRUMENT JB
TO AREA
EXPLODED-VIEW
CROSS-SECTION
MANF
CONT
CONT
MANF2END FLANGES (CLASS TO SUIT PIPING)
AR
2
CONT 316 SS OR PVC316 SS
GASKETS
PRESSURE GAUGE AND SWITCH WITH ANNULAR SEAL
VITON
MANF
CONT VITON
BUNA-N
TEFLON COATED
CARBON STEEL
EPOXY COATED 316 SS OR PVC
SIDE-VIEW
CROSS-SECTION
1/2" MALE TO MALE NIPPLE
FRONT-VIEW SIDE-VIEW
CROSS-SECTION
PRESSURE GAUGE WITH ANNULAR SEAL
1
4
JB
INSTRUMENT
TO AREA
JB
INSTRUMENT
TO AREA
PRESSURE SWITCH WITH ANNULAR SEAL
INTEGRAL BLEED
1/2" (15mm) 2 VALVE MANIFOLD WITH
ANNULAR SEAL; SILICONE OIL FILL FLUID
COATED VITON
PTFE OR TEFLON
VALVE
VENT
VALVE
BLOCK
VALVE
VENT
VALVE
BLOCK
1/4" NPT VENT PIPE PLUG
SILICONE OIL FILL FLUID
ISOLATION DIAPHRAGM SEAL;
1 MANF
12
12
8
4
8
3RIGID CONDUIT
9
9
4
3
4
RIGID CONDUIT
CONNECTOR
TO RIGID CONDUIT
3/4" (20mm) FLEX
CONNECTOR
TO RIGID CONDUIT
3/4" (20mm) FLEX
1
1
7
PORT CONNECTOR
CONDUIT TO
3/4" (20mm) FLEX
9
1
8
7
CONNECTOR
TO RIGID CONDUIT
3/4" (20mm) FLEX
RIGID CONDUIT
17
CONNECTOR
TO RIGID CONDUIT
3/4" (20mm) FLEX
RIGID CONDUIT
11
5
12
FILL PORT
FILL PORT
FILL PORT
FILL PORT
5
10
1
1
13
13
13
7
5
5
VALVE SHOWN)
DEVICE (NEEDLE
INSTRUMENT REMOVAL
VALVE SHOWN)
DEVICE (NEEDLE
INSTRUMENT REMOVAL
VALVE SHOWN)
DEVICE (NEEDLE
REMOVAL
INSTRUMENT
VALVE SHOWN)
DEVICE (NEEDLE
REMOVAL
INSTRUMENT
7
10
2
6
6
METAL CONDUIT
FLEXIBLE
LIQUIDTIGHT
PORT CONNECTOR
CONDUIT TO
3/4" (20mm) FLEX
METAL CONDUIT
FLEXIBLE
LIQUIDTIGHT
10
PORT
BLEED
FILL /
PORT
BLEED
FILL /
11
10
PORT
BLEED
FILL /
PORT CONNECTOR
CONDUIT TO
3/4" (20mm) FLEX
METAL CONDUIT
FLEXIBLE
LIQUIDTIGHT
PORT CONNECTOR
CONDUIT TO
3/4" (20mm) FLEX
METAL CONDUIT
FLEXIBLE
LIQUIDTIGHT
10
113 MANFINSTRUMENT REMOVAL DEVICE AND 1/2" STEM 316 SS 316 SS OR PVC
REFER TO DIVISION 26 SPECIFICATIONS FOR FLEX AND RIGID CONDUIT MATERIAL AND USAGE LIMITATIONS.
PIPING SIDE ISOLATION VALVES FURNISHED AND INSTALLED BY MECHANICAL CONTRACTOR.
REFER TO P&IDS AND DATA SHEETS FOR PROCESS PIPING SIZE AND MATERIAL.
POTENTIALLY WETTED MATERIALS SHALL BE CHEMICALLY INERT TO THE PROCESS.
4.
3.
2.
1.
B.
A.
10
10
10
10
10
INSTRUMENT INSTRUMENT
INSTRUMENT
INSTRUMENT
SENSING RING
PRESSURE
SLEEVE
RUBBER
PLATES
END FLANGE
SLEEVE
RUBBER
SENSING RING
PRESSURE
HEX REDUCING BUSHING 1"x1/2" (25mmx15mm)
A
A
A
PLATES
END FLANGE
GENERAL NOTES:
KEYNOTES:
B
B
69
000-N-5001
N
O
S
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I-901
FOR FIELD INSTALLATION. ENSURE VENT / DRAIN IS DIRECTED TO SAFE LOCATION.
FURNISH 1/4" (8mm) OD MALE CONNECTOR AND 1/4" OD (1.5mm WALL THICKNESS) 316SS DOWN TURNED DRAIN TUBING
OF STANDARD SILICONE OIL.
FOR AMBIENT TEMPERATURE APPLICATIONS LOWER THAN -10 degC, ETHYLENE GLYCOL FILL FLUID REQUIRED IN LIEU
GENERAL NOTES:
U.S.A. POTHOLE AS NECESSARY.
EQUIPMENT WILL NOT DAMAGE OR HINDER UNDERGROUND UTILITIES. BEFORE DIGGING CONTACT
THE CONTRACTOR IS RESPONSIBLE TO DETERMINE GROUND RODS AND OTHER INSTALLED
PROTECTION TO MATCH FACTORY FINISH.
SHALL BE BARE METAL. AFTER THE CONNECTION AND INSPECTION REFINISH FOR CORROSION
ALL METAL TO METAL CONNECTIONS FOR GROUNDING SHALL BE PREPARED BY SANDING AND
TO GROUND ROD. MECHANICALLY BOND STRAP TO POLE AND GROUND ROD.
PROVIDE CABLE GROUNDING KIT (ANDREWS, POLYPHASER, OR EQUAL) TO CONDUIT FROM POLE
POLE.
ANTENNA (EXCEPT ELEMENT AS REQUIRED) AND MAST SHALL BE MECHANICALLY BONDED TO
4.
3.
2.
1.
(RADIO TRANSMISSION LINE)
TWO 2" SCH 40 PVC CONDUIT
(GROUND STRAP TO GROUND ROD)
2" SCH 40 PVC CONDUIT
PER SPEC 31 23 33
PREPARED SUBGRADE
TIES AT 12" OC
4" CLOSED
(8) #4 VERT BARS
PAVING (PER CIVIL)
5" OF DRILLED PIER
(2) #4 TIES IN TOP
BASE PLATE FURNISHED WITH POLE
CONTRACTOR
ANCHORAGE PER
PER SPEC
ANTENNA POLE
EQUAL
O-Z GEDNEY ECO SERIES OR
WEATHER HEAD- CLAMP TYPE
YAGI ANTENNA
HAND HOLE
GROUT (MAX)
1-1/2" NON-SHRINK
GROUND ROD
4'
AT 12" OC
4# CLOSED TIES
(8) #4 VERT BARS
SECTION
6" MIN
OR EQUAL
HUBBELL CAT No. SAP-425-1-P-O-M52,
4"x4" ALUMINUM POLE WITH TENION,
2'
2
0
'
ANTENNA SUPPORT POLEPRESSURE GAUGE / SWITCH
GROUND WELL
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part on the basis of unverified information compiled and
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09-101
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09-101
09-101
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09-101
09-101
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09-101
09-101
09-102
09-102
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09-102
YA
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TIME
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09-102
09-102
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TAH
TAH
09-102
09-102
MAH
MAH
HIGH
09-102
09-102
ZL
ZL
AUTO
09-102
09-102
09-110
09-110
JA
JA
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09-110 09-110
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YA
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09-120
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YL
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09-140
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INTRINSICALLY SAFE BARRIER AND EMBEDDED RELAY CONTACTS.
AND RTU FAILS, USING PULSE ISOLATOR MODULE WITH
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NOT USED
COMMON ELECTRICAL PANEL SUITE.
HYDRORANGER MOUNTED INSIDE CONTROLS SECTION OF
AND STOP THE PUMPS BASED OFF LEVEL.
SETPOINTS IN COMBINATION WITH EMBEDDED RELAYS START
CONTROL. UNIT IS SETUP SUCH THAT INTERNAL CONTROL
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part on the basis of unverified information compiled and
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10-102
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10-100
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10-101
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10-102A
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HIGH
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10-101
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YL
10-101
10-101
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10-101
TIME
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10-101
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10-102
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10-102
10-102
YL
10-102
TIME
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10-102
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10-102
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JA
10-110
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YL
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10-110
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10-110
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10-120
10-120
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10-140
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POWER GENERATOR COMMON
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GENERATOR
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10-103
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LSHH
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10-102
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10-102B
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SI
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SI
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NORMAL
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MODELEAK
SEAL SEAL
LEAK
AND SSMH 557-23
FROM SSMH 557-13
18" SS
8" SS AND
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10" SPD
12" SPD
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L
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9
V
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6
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8"x10"8"x10"
SPEED
LI
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LK
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LAHH
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SETPOINTS
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RTU START
0
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P
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INTRINSICALLY SAFE BARRIER AND EMBEDDED RELAY CONTACTS.
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NOT USED.
COMMON ELECTRICAL PANEL SUITE.
HYDRORANGER MOUNTED INSIDE CONTROLS SECTION OF
AND STOP THE PUMPS BASED OFF LEVEL.
SETPOINTS IN COMBINATION WITH EMBEDDED RELAYS START
CONTROL. UNIT IS SETUP SUCH THAT INTERNAL CONTROL
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A
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RECORD DRAWING
as a result.
which may have been incorporated into the document
responsible for any inaccuracies, errors or omissions
furnished by others to the preparer who is not
part on the basis of unverified information compiled and
This record drawing has been prepared, entirely or in
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FE
11-001
11-001
FIT
EXISTING CONTAINMENT
ROAD LEVEL ROAD LEVEL
F
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P
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FIELD FIELD
FLOW
SHEET KEYNOTES
11-001
FAIL
11-001
I
72
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N
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9
GENERAL SHEET NOTES
SYSTEM SCADA LOCATED IN CORP YARD.
RTU SHALL COMMUNICATE VIA CELLULAR MODEM TO COLLECTION 1.
INTOUCH DATABASE INTOUCH DATABASE
FI
11-001
JA
11-001
JA
POWER
RTU
FI
EL CERRITO
FAHFQI
11-001 11-001
SCADA
COLLECTION SYSTEM
SCADA
COLLECTION SYSTEM
11-001
FI
A
CELLULAR
COAX
LEGEND
MODBUS RTU
HARDWIRED
D
JA
11-001
B
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C
120VAC
FF
F.
E.
D.
C.
B.
A.
INTERROGATE RTU VIA CELLULAR MODEM LINK.
ADDITIONAL COMMUNICATIONS SCADA DRIVER REQUIRED TO
POWER FAIL RELAY.
24VDC POWER SUPPLY.
CERRITO AVE.
EXISTING HACH FL900AV FLOW METER LOCATED BELOW EL
CELLULAR MODEM.
SMALL FOOTPRINT MOTOROLA ACE3600 RTU.
SEWER
EL CERRITO AVE
SEWER
EL CERRITO AVE
P
&
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SHEET ______ OF ______
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ICT
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9
4
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D
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A
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G
RECORD DRAWING
as a result.
which may have been incorporated into the document
responsible for any inaccuracies, errors or omissions
furnished by others to the preparer who is not
part on the basis of unverified information compiled and
This record drawing has been prepared, entirely or in
R
E
C
O
R
D
D
R
A
W
IN
G
R
-
2
/1
2
/2
0
2
1