HomeMy Public PortalAboutLaurie Meadows and Woodbridge Lift Station ProjectLAURIE MEADOWS DRIVE
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CO.
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SANCARLOS
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AREA
SHEET ______ OF ______
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REGISTEREDPROF
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BENJAMIN L SHICK
R.C.E 68813, EXPIRES 09/30/19
SCHAAF & WHEELER
DATE
AZALEA MITCH
DEPUTY PUBLIC WORKS DIRECTOR
CITY OF SAN MATEO
DATE
DERYK DAQUIGAN
ENGINEERING MANAGER
CITY OF SAN MATEO
THOMAS W. WILLIAMS
SENIOR ENGINEER
CITY OF SAN MATEO
DATE
DATE
PLANS FOR
LAURIE MEADOWS AND WOODBRIDGE
LIFT STATION PROJECT
CITY OF SAN MATEO, SAN MATEO COUNTY, CALIFORNIA
CITY PROJECT NO. 469988
BENJAMI N L.
No. 68813
C I LIVSTATEOF
AINROFILAC
REGISTERED PROF
REENIGNELANOISSE
SHICK
T1 1
NOT TO SCALE
LOCATION MAP
DRAWING INDEX
SHEET # DRAWING #TITLE
1 T1 TITLE SHEET
2 T2 NOTES SHEET
3 T3 NOTES SHEET 2
4 C1 PROJECT ALIGNMENT AND INDEX MAP
5 C2 PLAN AND PROFILE
6 C3 PLAN AND PROFILE
7 C4 PLAN AND PROFILE
8 C5 PLAN AND PROFILE
9 C6 LAURIE MEADOWS LIFT STATION
DEMOLITION PLAN
10 C7 LAURIE MEADOWS LIFT STATION SECTION
11 C8 WOODBRIDGE LIFT STATION DEMOLITION
PLAN
12 C9 WOODBRIDGE LIFT STATION DEMOLITION
SECTION
13 C10 WOODBRIDGE LIFT STATION
IMPROVEMENT SITE PLAN
14 C11 WOODBRIDGE LIFT STATION
IMPROVEMENT PLAN
15 C12 WOODBRIDGE LIFT STATION
IMPROVEMENT SECTION
16 C13 WOODBRIDGE LIFT STATION VALVE VAULT
AND LIFT STATION SECTION
17 C14 LAURIE MEADOWS PARK IRRIGATION
DEMOLITION PLAN
18 C15 LAURIE MEADOWS PARK IRRIGATION
IMPROVEMENT SITE PLAN
19 D1 DETAILS
20 D2 DETAILS
21 D3 DETAILS
22 D4 DETAILS
23 D5 DETAILS
24 EC1 EROSION CONTROL PLAN
25 EC2 EROSION CONTROL PLAN
26 E1
LAURIE MEADOWS AND WOODBRIDGE LIFT
STATION ELECTRICAL LEGEND,
ABBREVIATIONS, AND NOTES
27 E2 LAURIE MEADOWS AND WOODBRIDGE LIFT
STATION ELECTRICAL KEY PLAN
28 E3R LAURIE MEADOWS LIFT STATION ONE LINE
DIAGRAM - REMOVAL WORK
29 E4R LAURIE MEADOWS LIFT STATION LIFT
STATION PLAN - REMOVAL WORK
30 E5R WOODBRIDGE LIFT STATION ONE LINE
DIAGRAM - REMOVAL WORK
31 E5 WOODBRIDGE LIFT STATION ONE LINE
DIAGRAM - NEW WORK
32 E6R WOODBRIDGE LIFT STATION LIFT STATION
- REMOVAL WORK
33 E6
WOODBRIDGE LIFT STATION
UNDERGROUND CONDUIT PLAN AND
GROUNDING PLAN
34 E7 WOODBRIDGE LIFT STATION TERMINATION
CABINET DETAILS
35 E8 WOODBRIDGE LIFT STATION WET WELL
ELEVATIONS
36 E9 WOODBRIDGE LIFT STATION PUMP NO.1
CONTROL SCHEMATIC DIAGRAM
37 E10
WOODBRIDGE LIFT STATION
MISCELLANEOUS CONTROL DIAGRAMS -
SHEET 1
38 E11
WOODBRIDGE LIFT STATION
MISCELLANEOUS CONTROL DIAGRAMS -
SHEET 2
39 E12 WOODBRIDGE LIFT STATION SCADA RTU
SCHEMATIC DIAGRAM
40 E13 WOODBRIDGE LIFT STATION MOTOR
CONTROL CENTER MCC-1 - ELEVATIONS
41 E14 WOODBRIDGE LIFT STATION ELECTRICAL
DETAILS - SHEET 1
42 E15 WOODBRIDGE LIFT STATION ELECTRICAL
DETAILS - SHEET 2
43 E16 WOODBRIDGE LIFT STATION CONDUIT AND
CIRCUIT SCHEDULE
44 I1
WOODBRIDGE LIFT STATION
INSTRUMENTATION SYMBOLS AND
ABBREVIATIONS
45 I2 WOODBRIDGE LIFT STATION PROCESS
AND INSTRUMENTATION DIAGRAM
46 S1 PROJECT DATA, GENERAL NOTES, AND
FOUNDATION PLAN
47 S2 FOUNDATION SECTIONS AND DETAILS
TIT
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PROJECT SITE
1"0
THE BAR BELOW IS 1" ON THE
ORIGINAL DRAWING. IF THIS DRAWING
SCALES OTHERWISE, ADJUST THE
SCALE ACCORDINGLY
SCOPE OF WORK:
THE SCOPE OF WORK GENERALLY INCLUDES, BUT IS NOT LIMITED TO:
1. WOODBRIDGE PUMP STATION:
1.1. REPLACEMENT OF THE EXISTING WOODBRIDGE SANITARY SEWER LIFT STATION.
MODIFICATIONS INCLUDE CONVERTING THE EXISTING CONCRETE WET WELL TO
A FLOW THROUGH STRUCTURE, INSTALLATION OF A NEW PRECAST CONCRETE
WET WELL AND PRECAST VALVE VAULT, NEW PUMPS, PIPING, PANELS,
GENERATOR, AND MISCELLANEOUS ELECTRICAL, CONTROL, AND SCADA
TELEMETRY EQUIPMENT.
1.2. INSTALLATION OF LIGHTING, FENCING, AND OTHER APPURTENANCES.
2. LAURIE MEADOWS PUMP STATION:
2.1. ABANDONMENT OF THE EXISTING LAURIE MEADOWS DRY WELL AND
MODIFICATION TO THE EXISTING WET WELL. WORK INCLUDES INSTALLING A
FLOW THROUGH CHANNEL WITHIN THE EXISTING WET WELL, REPLACING
EXISTING ACCESS HATCH, REMOVAL OF THE EXISTING PUMPS, PIPING, PANELS,
AND MISCELLANEOUS ELECTRICAL, CONTROL, AND SCADA EQUIPMENT, AND
FILLING THE DRY WELL WITH LIGHTWEIGHT ENGINEERING FILL.
3. FORCE MAINS AND GRAVITY SEWERS
3.1. REMOVAL AND ABANDONMENT OF EXISTING SANITARY SEWERS, FORCE MAINS,
AND MANHOLES. INSTALLATION OF NEW SANITARY SEWER GRAVITY MAIN,
FORCE MAIN, MANHOLES, AND ASSOCIATED STRUCTURES.
T
1-800-227-2600
RELAECIVRES
UNDERGRO NU D
1-800-227-2600
LLAC GIDUOYEBEFOR
ASU
BRAD B. UNDERWOOD
PUBLIC WORKS DIRECTOR
CITY OF SAN MATEO
DATE
6/12/19
BASED ON
AS-BUILT INFORMATION
PROVIDED BY
PROJECT CONTRACTOR
ABBREVIATIONSABBREVIATIONS
Ø DIAMETER
AB AGGREGATE BASE
ABS ACRLYONITRILE BUTADIENE
STYRENE
AC ASPHALTIC CONCRETE,
ASBESTOS CEMENT
APPROX APPROXIMATE
ARV AIR RELEASE VALVE
BMP BEST MANAGEMENT
PRACTICES
CASQA CALIFORNIA STORMWATER
QUALITY ASSOCIATION
CALWATER CALIFORNIA WATER SERVICE
COMPANY
CI CAST IRON
CIP CAST IRON PIPE
CL CENTERLINE
CLR CLEARANCE
CLSM CONTROLLED LOW STRENGTH
MATERIAL
CPLG COUPLING
CONC.CONCRETE
DEPT.DEPARTMENT
DIA DIAMETER
DI DUCTILE IRON
DIP DUCTILE IRON PIPE
E EAST
EL ELEVATION
ELL ELBOW
EXIST, (E)EXISTING
FIG FIGURE
FL FLOW LINE, FLANGE
FM FORCE MAIN
FT FOOT
GALV GALVANIZED
GPM GALLONS PER MINUTE
H HEIGHT
HDPE HIGH DENSITY POLY-ETHYLENE
HOR HORIZONTROL
HZ HERTZ
INV INVERT
L LENGTH
LB POUND
LF LINEAR FOOT
LM LAURIE MEADOWS
LT LEFT
MAX.MAXIMUM
MCC MOTOR CONTROL CENTER
MFR MANUFACTURER
MH MANHOLE
MIN.MINIMUM
MJ MECHANICAL JOINT
ABBREVIATIONS
MM MILLIMETERS
(N)NEW
N NORTH
NTS NOT TO SCALE
O.C.ON CENTER
OD OUTSIDE DIAMETER
OFF OFFSET
PDWF PEAK DRY WEATHER FLOW
PE PLAIN END
PH POTHOLE
PSI POUNDS PER SQUARE INCH
PSF POUNDS PER SQUARE FOOT
PVC POLYVINYL CHLORIDE PIPE
PWWF PEAK WET WEATHER FLOW
Q FLOW RATE
R RADIUS
RC RELATIVE COMPACTION
RCP REINFORCED CONCRETE PIPE
REQ'D REQUIRED
RFCA RESTRAINED FLANGE
COUPLING ADAPTER
ROW RIGHT-OF-WAY
RT RIGHT
S SOUTH, SLOPE
SCH SCHEDULE
SD STORM DRAIN
SDMH STORM DRAIN MANHOLE
SDR STANDARD DIMENSION RATIO
SPECS SPECIFICATIONS
SS SANITARY SEWER, STAINLESS
STEEL
SSFM SANITARY SEWER FORCE MAIN
SSMH SANITARY SEWER MANHOLE
STA STATION
STD STANDARD
STL STEEL
STR STRUCTURE
T.C.P. TRAFFIC CONTROL PLAN
TYP TYPICAL
UNO UNLESS NOTED OTHERWISE
V VOLTAGE
VAR VARIES
VCP VITRIFIED CLAY PIPE
VER VERTICAL
W WEST, WATER, WIDTH
WPCP WATER POLLUTION CONTROL
PLAN
WWF WELDED WIRE FABRIC
W/WITH
SHEET ______ OF ______
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BENJAMINL.
No.
6
8
8
1
3
CI
LIV
STATEOF
AI NROFILAC
REGISTEREDPROF
REENIGNELANOISSE
SHICK
(7
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5
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T3 3
TRAFFIC CONTROL NOTES
1. CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN (T.C.P.) TO THE PUBLIC WORKS DEPARTMENT
FOR APPROVAL A MINIMUM OF 10 DAYS PRIOR TO ANY WORK WITHIN AN EXISTING PUBLIC STREET,
PEDESTRIAN PATH OR BICYCLE PATH. THE PLAN SHALL BE SIGNED BY A LICENSED CIVIL OR TRAFFIC
ENGINEER WHEN IT INVOLVES AN LOCAL STREET. CONTRACTOR SHALL PROVIDE ALL NECESSARY
TRAFFIC CONTROL IN ACCORDANCE WITH THE LATEST EDITION OF THE "CALIFORNIA MANUAL ON
UNIFORM TRAFFIC CONTROL DEVICES" WHILE WORKING WITHIN THE PUBLIC RIGHT-OF-WAY. ONE
TRAFFIC LANE (10' MIN) SHALL BE OPEN TO VEHICULAR TRAFFIC DURING ALL HOURS, WEEKENDS, AND
HOLIDAYS. STREET CLOSURES AND DETOURS SHALL ONLY TAKE PLACE UPON CITY ENGINEER
APPROVAL AND POLICE DEPARTMENT COORDINATION.
2. ALL TRAFFIC CONTROL DEVICES SHALL BE FABRICATED AND INSTALLED IN ACCORDANCE WITH PART 6
AND PART 9 OF THE LATEST EDITION OF THE "CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL
DEVICES".
3. ALL CONES USED FOR LANE CLOSURE AFTER NIGHTFALL SHALL BE FITTED WITH RETROREFLECTIVE
BANDS (OR SLEEVES). ALL ADVANCED WARNING SIGN INSTALLATIONS SHALL BE EQUIPPED WITH FLAGS
FOR DAYTIME CLOSURES. FLASHING BEACONS SHALL BE USED DURING NIGHTIME CLOSURES.
4. ANY PERMANENT SIGN OR EXISTING PAVEMENT MARKINGS THAT CONFLICT WITH THE TRAFFIC CONTOL
PLAN SHALL BE COVERED, OBLITERATED OR REMOVED AS DIRECTED BY THE ENGINEER.
5. DURING ALL CONSTRUCTION PERIODS, THE CONTRACTOR SHALL HAVE AT THE JOBSITE ALL NECESSARY
TRAFFIC CONROL DEVICES (APPROPRIATE SIGN, LIGHTED ARROW DISPLAY, CHANNELIZING DEVICES,
ETC.)
6. CONSTRUCTION SHALL BE SEQUENCED TO PROVIDE THE LEAST POSSIBLE ADVERSE EFFECT TO
RESIDENCES.
7. CONSTRUCTION MATERIALS SHALL BE KEPT OFF DRIVEWAYS AND PRIVATE PROPERTY AND
CONSOLIDATED IN AREAS WITHIN THE CITY RIGHT-OF-WAY AND EASEMENTS DURING WORKING HOURS
UNLESS OTHERWISE APPROVED BY THE ENGINEER.
POTHOLING
1. THE CONTRACTOR SHALL POTHOLE ALL UTILITIES THAT MAY CONFLICT WITH SEWER ALIGNMENT AS
FIRST ORDER OF WORK AND PRIOR TO EXCAVATING.
2. PREVIOUSLY POTHOLED UTILITIES ARE SHOWN ON THE PLANS AND DETAILED IN APPENDIX AOF THE
SPECIFICATIONS.
3. CONTRACTOR SHALL POTHOLE ALL UTILITIES THAT HAVE NOT PREVIOUSLY BEEN POTHOLED THAT MAY
CONFLICT WITH THE ALIGNMENT PRIOR TO INSTALLATION OF NEW MAINS.
4. SEE TECHNICAL SPECIFICATIONS SECTION 01120-1.02 FOR ADDITIONAL REQUIREMENTS.
BASIS OF BEARINGS AND BENCHMARK DATA
THE BASIS OF BEARING FOR THIS SURVEY IS FROM GPS OBSERVATIONS USING THE "CSDS VIRTUAL
SURVEY NETWORK" BASED ON THE NORTH AMERICAN DATUM OF 1983, CALIFORNIA STATE PLANE
ZONE 3, EPOCH 2011.00, AS DETERMINED FROM GEODETIC VALUES PUBLISHED BY THE CALIFORNIA
SPATIAL REVERENCE CENTER (CSRC).
BENCHMARK DATA
BENCHMARK #BENCHMARK LOCATION BENCHMARK
ELEVATION*
092-004
RAMSET NAIL AND WASHER LOCATED AT TOP OF
CURB AT CATCHBASIN ON NORTHWESTERLY
CORNER OF INTERSECTION OF WOODBRIDGE
CIRCLE AND LAURIE MEADOWS DRIVE
101.109
* CITY OF SAN MATEO DATUM
NO
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1"0
THE BAR BELOW IS 1" ON THE
ORIGINAL DRAWING. IF THIS DRAWING
SCALES OTHERWISE, ADJUST THE
SCALE ACCORDINGLY
POTHOLE DATA
POTHOLE # DRAWING # UTILITY SIZE MATERIAL DEPTH TO TOP OF
UTILITY
DEPTH OF
ASPHALT
PH# 1 C2 GAS MAIN 0'-4" PLASTIC
1.3" TO TOP OF
CONCRETE OVER
GAS MAIN
-
PH# 2 C2 WATER MAIN 0'-6"ACP 0'-3.6"0'-4"
PH# 3 C2 ELECTRIC 2'-0" VCP 0'-5.8"-
PH# 4 C2 STORM DRAIN 4'-6" RCP 7'-0"0'-3"
REFER TO POTHOLE REPORT IN APPENDIX A OF THE SPECIFICATIONS FOR ADDITIONAL INFORMATION
WATER POLLUTION CONTROL PLAN (WPCP) GENERAL NOTES
1. CONTRACTOR SHALL PERFORM HIS CONSTRUCTION AND OPERATION IN A MANNER WHICH WILL NOT
ALLOW HARMFUL POLLUTANTS TO ENTER THE EXISTING STORM DRAIN OR SAN FRANCISCO BAY.
CONTRACTOR SHALL EXERCISE EVERY REASONABLE PRECAUTION TO PREVENT THE DISCHARGE OF
ANY MATERIAL WHICH IS NOT SOLELY STORMWATER (I.E. RAIN) TO THE STORM DRAIN SYSTEM
INCLUDING CATCH BASINS, DRAINAGE CHANNELS, AND CREEKS. NON-ALLOWABLE DISCHARGE INCLUDE,
BUT ARE NOT LIMITED TO, SOIL FROM STOCKPILES OR SITE DISTURBANCE, CONCRETE AND CONCRETE
WASHOUT WATER, SAWCUT SLURRY, FUEL, OIL, VEHICLE FLUIDS, SOLID WASTES, AND CONSTRUCTION
CHEMICALS. THE CONTRACTOR SHALL TAKE IMMEDIATE ACTION IF DIRECTED BY ENGINEER, OR IF THE
CONTRACTOR OBSERVERS CONTAMINANTS AND/OR SEDIMENTS ENTERING THE STORM DRAINAGE
SYSTEM, TO PREVENT FURTHER STORM WATER FROM ENTERING THE SYSTEM.
2. CONTRACTOR SHALL PRESENT HIS PROPOSED WPCP AT THE PRE-CONSTRUCTION MEETING FOR
DISCUSSION AND APPROVAL, IN ACCORDANCE WITH THE SPECIFICATIONS.
3. CONTRACTOR SHALL SUBMIT DETAILS AND PRODUCT DATA FOR PROPOSED BMP'S. DETAILS SHALL BE
FROM THE CASQA STORMWATER BEST MANAGEMENT PRACTICE (BMP), HANDBOOK PORTAL,
CONSTRUCTION, AND SHALL BE MARKED TO SHOW COMPLIANCE OR MARKED TO SHOW DEVIATION.
4. CONTRACTOR SHALL KEEP AND MAINTAIN THE WPCP ON THE CONSTRUCTION SITE DURING THE
DURATION OF THE PROJECT.
5. CONTRACTOR SHALL PROVIDE METHODS, MEANS, AND FACILITIES REQUIRED TO PREVENT
CONTAMINATION OF SOIL, WATER, OR ATMOSPHERE BY DISCHARGE OF NOXIOUS SUBSTANCES FROM
CONSTRUCTION OPERATIONS.
6. ADDITIONAL INFORMATION IN REGARDS TO WPCP REQUIREMENTS ARE LOCATED IN TECHNICAL
SPECIFICATION SECTION 01600.
7. CONTRACTOR SHALL REVIEW EROSION CONTROL SHEETS EC1 AND EC2 FOR INFORMATION REGARDING
BMP IMPLEMENTATION.
SEWER FLOW RATES
1. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING SEWER SERVICE AT ALL TIMES DURING
CONSTRUCTION.
2. THE ESTIMATED PEAK WET WEATHER FLOW RATES AT VARIOUS LOCATIONS ARE LISTED IN THE TABLE
BELOW.
3. SEE TECHNICAL SPECIFICATIONS SECTION 01531 FOR ADDITIONAL REQUIREMENTS.
SEWER FLOW DATA
UPSTREAM
MANHOLE*
RECEIVING LIFT
STATION ESTIMATED PWWF (GPM)
599-09A LAURIE MEADOWS 120
600-01 LAURIE MEADOWS 147
600-10 WOODBRIDGE 103
600-07 WOODBRIDGE 260
PROPOSED CONDITION, INFLOW TO
WOODBRIDGE LIFT STATION 630
EXISTING CONDITIONS, INFLOW TO
WOODBRIDGE LIFT STATION 363
*SEE SHEET C1 TO C4 FOR MANHOLE LOCATION
BASED ON
AS-BUILT INFORMATION
PROVIDED BY
PROJECT CONTRACTOR
SHEET ______ OF ______
DR
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I
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o
.
BENJAMINL.
No.
6
8
8
1
3
CI
LIV
STATEOF
AI NROFILAC
REGISTEREDPROF
REENIGNELANOISSE
SHICK
(7
0
7
)
5
2
8
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0
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 CITY ENGINEER AND DESIGN 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. INFORMATION CONCERNING EXISTING UTILITIES IS NOT GUARANTEED; LOCATIONS SHOWN ON THE PLANS
ARE APPROXIMATIONS 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.
5. 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.
6. 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
7. ALL CHANGES TO PUMP OPERATION SHALL BE COORDINATED WITH CITY OF SAN MATEO O&M, CONTACT
TONY BALTODANOAT 650-483-5839. ANY TEMPORARY SUSPENSION OF THE WORK OR SUBSEQUENT
RESUMPTION OF WORK REQUIRES THE NOTIFICATION OF THE CITY AND THE ENGINEER.
8. 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.
9. 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 PRE-CONSTRUCTION CONDITION.
10. CONTRACTOR SHALL PROVIDE ALL LIGHTS, SIGNS, BARRICADES, FLAG MEN, CONES OR OTHER DEVICES
NECESSARY TO PROVIDE FOR PUBLIC SAFETY IN ACCORDANCE WITH THE SPECIFICATIONS.
11. 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.
12. ALL PERMANENT IMPROVEMENTS NOT IDENTIFIED FOR REMOVAL 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.
13. CONSTRUCTION WATER MAY BE OBTAINED FROM LOCAL FIRE HYDRANTS THROUGH A METER OBTAINED
FROM CALIFORNIA WATER SERVICE COMPANY. CONTACT FOR DETAILS. A DEPOSIT IS
REQUIRED. CONTRACTOR IS RESPONSIBLE FOR ALL FEES ASSOCIATED WITH OBTAINING CONSTRUCTION
WATER.
14. CONTRACTOR TO MAINTAIN A MEANS OF ACCESS TO PROPERTIES, DRIVEWAYS, AND DWELLINGS AT ALL
TIMES.
15. THE CONTRACTOR SHALL NOTIFY, BY CIRCULAR, ALL BUSINESS ESTABLISHMENTS AND RESIDENCES
LOCATED IN AREAS AFFECTED BY THE WORK ONE WEEK PRIOR TO START OF CONSTRUCTION. AT A
MINIMUM, ALL RESIDENTS AND BUSINESS ESTABLISHMENTS WITHIN 100 FEET OF THE WORK AREAS SHALL
BE NOTIFIED. A DRAFT OF THE CIRCULAR SHALL BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL.
16. ALL SURPLUS AND UNSUITABLE MATERIAL SHALL BE REMOVED FROM PUBLIC RIGHT-OF-WAY.
17. 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 ENVIRONMENTALLY
APPROVED DISPOSAL SITE. ALL REMOVAL, TRANSPORTATION AND DISPOSAL COSTS SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR OR HIS SUBCONTRACTORS.
18. OVERNIGHT PARKING OF CONSTRUCTION EQUIPMENT IN THE PUBLIC RIGHT-OF-WAY SHALL NOT BE
PERMITTED, EXCEPT AT LOCATION(S) APPROVED BY THE CITY TRAFFIC ENGINEER.
19. CONTRACTOR SHALL PROVIDE ADEQUATE DUST CONTROL AND KEEP MUD AND DEBRIS OFF THE PUBLIC
RIGHT-OF-WAY AT ALL TIMES.
20. CONTRACTOR SHALL MAINTAIN A COPY OF THE PROJECT PLANS ON THE JOBSITE AT ALL TIMES.
21. CONTRACTOR SHALL BACKFILL ALL EXCAVATIONS UPON THE COMPLETION OF EACH WORK DAY TO
MITIGATE POTENTIAL ISSUES WITH SETTLEMENT OF SOILS AND HEAVING OF BAY MUD MATERIAL.
EXCAVATIONS SHALL BE BACKFILLED SIMULTANEOUSLY WITH SHORING REMOVAL. THE BOTTOM OF
EXCAVATIONS AND EXCAVATIONS THROUGH BAY MUD SHALL BE OBSERVED AND VERIFIED BY THE CITY'S
INSPECTOR OR GEOTECHNICAL ENGINEER PRIOR TO BACKFILLING EXCAVATIONS. SEE TECHNICAL
SPECIFICATION SECTION 02300 FOR ADDITIONAL REQUIREMENTS.
GENERAL NOTES (CONTINUED)
22. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REPLACE ALL STREET MONUMENTS, LOT CORNER PIPES,
AND GRADE STAKES DISTURBED DURING THE PROCESS OF CONSTRUCTION AT THE DIRECTION OF THE
CITY ENGINEER.
23. CONTRACTOR SHALL EXERCISE DUE CARE AND CONCERN TO AVOID INJURY TO EXISTING FACILITIES
IMPROVEMENTS, UTILITIES, AND PROPERTY.
24. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, PIPE SIZES, MATERIAL, ETC. PRIOR TO
CONSTRUCTION. IF FIELD ELEVATIONS AND MEASUREMENTS ARE SIGNIFICANTLY DIFFERENT THAN WHAT
IS SHOWN ON THE PLANS, CONTRACTOR SHALL NOTIFY THE CITY PRIOR TO PROCEEDING WITH
CONSTRUCTION OF THE IMPROVEMENTS. FIELD ADJUSTMENTS MAY BE NECESSARY TO PROVIDE
ADEQUATE PIPE SLOPE, PIPE COVER, AND TO CONSTRUCT THE IMPROVEMENTS.
25. CONTRACTOR BEARS SOLE RESPONSIBILITY FOR THE DESIGN AND IMPLEMENTATION OF SHORING.
26. ALL PUMP STATION DISCHARGE PIPING AND FORCE MAIN PIPING CONNECTIONS SHALL BE MECHANICALLY
RESTRAINED. MJ CONNECTIONS SHALL BE RESTRAINED USING EBAA MEGALUGS OR APPROVED EQUAL.
27. CONTRACTOR SHALL CONDUCT WORK IN ACCORDANCE WITH THE GREENBOOK STANDARD
SPECIFICATIONS, CALTRANS STANDARD SPECIFICATIONS, AND CITY'S SPECIFICATIONS.
28. CONTRACTOR SHALL SECURE A NO FEE ENCROACHMENT PERMIT FROM THE CITY PRIOR TO
COMMENCEMENT OF WORK.
29. ALL TRENCHES AND EXCAVATIONS SHALL BE CONSTRUCTED IN STRICT COMPLIANCE WITH THE
APPLICABLE SECTIONS OF CALIFORNIA AND FEDERAL O.S.H.A. REQUIREMENTS AND OTHER APPLICABLE
SAFETY ORDINANCES. CONTRACTOR SHALL BEAR FULL RESPONSIBILITY FOR TRENCH SHORING DESIGN
AND INSTALLATION.
30. CONTRACTOR IS RESPONSIBLE FOR SITE SAFETY. ALL EXCAVATIONS SHALL BE PLATED WITH NON-SKID
PLATES WHEN INACTIVE. BARRICADES WITH LIGHTS SHALL DELINEATE CONSTRUCTION ZONE.
31. CONTRACTOR SHALL RESTORE SURFACE TO PRE-CONSTRUCTION CONDITIONS.
32. CONTRACTOR SHALL PROVIDE RESIDENTS NOTICE OF ANY SEWER SHUT DOWNS IN ACCORDANCE WITH
SPECIFICATION SECTION 01531-3.08.
33. SEWER SERVICE SHALL BE RESTORED BEFORE THE END OF EACH WORKING DAY. REFER TO
SPECIFICATION SECTION 01531 FOR ADDITIONAL INFORMATION.
STORM DRAIN
SANITARY SEWER
WATER LINE
GAS LINE
EDGE OF PAVEMENT
SIDEWALK
SANITARY SEWER MANHOLE
WATER VALVE
LEGEND
FORCE MAIN
SURVEY MONUMENT
BURIED STREET LIGHT CABLE
PROPERTY LINE
GEOTECHNICAL BORING LOCATION
T2 2
SSFM
UNDERGROUND
TELECOMMUNICATION
UNDERGROUND
ELECTRICAL
SSFM
LIGHT POLE
STORM MANHOLE
NO
T
E
S
S
H
E
E
T
BAY MUD LAYER
ABANDON/DEMOLISH PIPE X X X X X X X X X X X X X X X X X X X X X X X X X X X
DEMO
CONCRETE
EARTH
DETAIL CALLOUT
BOLLARD
X
X
DETAIL #
SHEET #
CURB LIP
W
FENCE
1"0
THE BAR BELOW IS 1" ON THE
ORIGINAL DRAWING. IF THIS DRAWING
SCALES OTHERWISE, ADJUST THE
SCALE ACCORDINGLY
TREES
BUSHES
POTHOLE LOCATION
W
IRRIGATION FLUSH VALVE
SSSS
SD
G
UE
CATV
E
DRIP CONTROL VALVE ASSEMBLY
PH#
DEWATERING NOTES
1. REFER TO THE GEOTECHNICAL REPORT FOR INFORMATION REGARDING EXISTING SOIL AND
GROUNDWATER CONDITIONS.
2. WATER MAY BE ENCOUNTERED WITHIN THE WORK AREA AT ANY TIME AND AT ANY DEPTH, AND THE
PRESENCES OF SUCH WATER IS LIKELY TO BE CONTINUOUS. THE CONTRACTOR SHALL CONTROL SITE
WATER TO ENSURE WORK WILL BE DONE IN THE DRY IN A SAFE WORKING ENVIRONMENT.
3. THE CONTRACTOR IS RESPONSIBLE FOR ALL WORK AND MATERIALS NECESSARY TO ADEQUATELY
DEWATER THE EXCAVATION.
4. THE CONTRACTOR SHALL PREPARE AND SUBMIT A DEWATERING AND SHORING PLAN FOR REVIEW AND
APPROVAL PRIOR TO CONSTRUCTION.
5. REQUIREMENTS FOR DISCHARGING WATER ARE DETAILED IN THE TECHNICAL SPECIFICATIONS.
6. REQUIREMENTS AND LIMITATIONS FOR SHORING OF EXCAVATIONS ARE DETAILED IN THE TECHNICAL
SPECIFICATIONS.
PAVEMENT MARKINGS
1. EXISTING PAVEMENT STRIPING AND MARKINGS ARE NOT SHOWN ON THE PLANS. CONTRACTOR SHALL
VISIT THE SITE, PRIOR TO BIDDING TO DOCUMENT THE PRESENCE OF EXISTING STRIPING AND
MARKINGS. ALL COSTSS ASSOCIATED WITH REPLACING STRIPING AND MARKINGS SHALL BE INCLUDED IN
THE CONTRACTOR'S BID FOR ITEMS REQUIRING STRIPING AND MARKING REPLACEMENT.
2. ALL DISTURBED PAVEMENT STRIPING AND MARKERS SHALL BE REPLACED BY THE CONTRACTOR. ALL
DISTURBED MARKINGS AND STENCILS SHALL BE REPLACED IN FULL. ALL STRIPING, MARKINGS AND
STENCILS SHALL BE THERMOPLASTIC. PAVEMENT STRIPING AND MARKINGS SHALL ADHERE TO THE
CALTRANS STANDARD SPECIFICATIONS SECTIONS 84 AND 85.
SPOT ELEVATION
100.00 100.00
COORDINATE POINT
#1
EASEMENT
RIGHT-OF-WAY
LIMITS OF CONSTRUCTION
BENCHMARK LOCATION
FLOW ARROW
E
SPRAY HEADER CONNECTION
EB-#
PIPE MATERIALS
1. NEW GRAVITY SEWER PIPE SHALL BE PVC SDR-26 WITH SEALING GASKETS.
2. NEW FORCE MAIN PIPE SHALL BE C900 PVC DR14 WITH RESTRAINED JOINTS AND CONNECTIONS (I.E.
EAGLE-LOC, CERTA-LOK, MEGALUGS, OR APPROVED EQUAL).
3. SEE TECHNICAL SPECIFICATION SECTION 02700 FOR ADDITIONAL INFORMATION AND REQUIREMENTS.
BASED ON
AS-BUILT INFORMATION
PROVIDED BY
PROJECT CONTRACTOR
W
W
W
W
W
W
G
G
SS
SS
SS
SS
SS
SS
SS
SD
SD
SD
SD
SD
SD
SD
SD
SD
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W
EEE
CATVCATVCATVCATVCATVCATVCATVCATVCATV
CATVCATVCATVCATVCATVCATVCATVCATVCATVCATVCATVCATV
CATV CATV CATVCATVCATVCATV
W
W
W
W
W
W
SDSDSD
T
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CA
T
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CATVCATV
CA
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CATVCATV
CA
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CATVCATV
CA
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CA
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SDSDSD
UE
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS SS SS SS SS SS SS
SS
SS
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SD
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SD
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SD
SD
SS
SS
SS
SS
SS
SS SS SS SS
SS
SS
SS SS SS SS SS SS SS SS SS SS SS
SSF
M
SSF
M
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
SEE SHEET C3
W W W W W W W W W W W W W
CATV CATV CATV CATV CATV CATV CATV CATV
CATV CATV
G G G G G G G G G G G G G G G
UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE
UE UE UE UE E
E
E E E E E E E E E E E E
W W W E
XXXXXXXXXXXXXXXXXXXXXXXXXXXXX
SSSSSSSSSS
(N) 10" PVC SS
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXX
E CATV
L2
C3
L3
C4
L4
C5
L5 L6 L7 L8 L9 L10
WO
O
D
B
R
I
D
G
E
CIR
C
L
E
WOOD
B
R
I
D
G
E
CIRCL
E
SU
Z
I
E
S
T
R
E
E
T
LAURIE MEADOWS DRIVE
E E
E
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
BORING EB-4
SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM
SS
F
M
SS
F
M
(N) 8" PVC FORCE MAIN
(E) LAURIE MEADOWS LIFT STATION,
SEE SHEETS C5, C6, & C7
BORING EB-3
BORING EB-2
SEE SHEET C5
SEE SHEET C5
STATION LINE
(E) WOODBRIDGE LIFT STATION,
SEE SHEETS C8, C9, & C10
LAURIE MEADOWS PARK
RO
S
I
L
I
E
S
T
R
E
E
T
(E) SS TO BE ABANDONED
0+
0
0
1+
0
0
2+
0
0
3+
0
0
4+
0
0
5+
0
0
6+
0
0
7+
0
0
8+
0
0
9+
0
0
10
+
0
0
11
+
0
0
12
+
0
0
13+00
14+00
14+4
4
MA
R
G
A
R
E
T
C
O
U
R
T
(E) SSMH 600-07
(E) SSMH 600-10
(E) SSMH 599-09A
(E) SSMH 600-01
L1
SEE SHEET C2
L11
C2
C1
C6
31+04
29+90
30+00
31+00
LAURIE MEADOWS DRIVE
BENCHMARK 092-004
SEE SHEET C4
20+00
21+00
22+00
22+14
SHEET ______ OF ______
DR
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:
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I
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N
o
.
BENJAMINL.
No.
6
8
8
1
3
CI
LIV
STATEOF
AI NROFILAC
REGISTEREDPROF
REENIGNELANOISSE
SHICK
(7
0
7
)
5
2
8
-
4
8
4
8
SA
N
T
A
R
O
S
A
,
C
A
9
5
4
0
3
220
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Sc
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47
LA
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A
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A
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W
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0
SHEET NOTES:
1. ESTIMATED PEAK WET WEATHER FLOW RATES ARE
IDENTIFIED ON SHEET T2. SEE SPECIFICATION SECTION 01531
FOR TEMPORARY SEWER FLOW CONTROL REQUIREMENTS.
2. CONTRACTOR SHALL PROVIDE ACCESS TO ALL DRIVEWAYS
AND RESIDENCES AT ALL TIMES DURING CONSTRUCTION.
3. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL AT ALL
TIMES WHEN WORK IS TAKING PLACE IN THE ROADWAY.
4. TRENCH AND PUMP STATION EXCAVATIONS WILL
ENCOUNTER SHALLOW GROUNDWATER AND POOR SOIL
CONDITIONS WHICH WILL IMPACT EXCAVATIONS AND
REQUIRE EXTENSIVE DEWATERING. THE CONTRACTOR IS
RESPONSIBLE FOR CONTROLLING GROUNDWATER DURING
EXCAVATIONS. SEE THE GEOTECHNICAL REPORT AND
TECHNICAL SPECIFICATIONS SECTION 02300.
4
PLAN
SCALE: 1" = 60'
C1
STATION LINE CONTROL CURVE
TABLE
CURVE NO.POINT OF
BEGINNING
RADIUS
(FT)
START
STATION
END
STATION
C1 N: 2021033.11
E: 6043960.98 410 0+02 0+10
C2 N: 2021035.76
E: 6043971.38 410 0+10 0+32
C3 N: 2021042.66
E: 6044011.98 200 0+54 0+64
C4 N: 2021044.12
E: 6044027.45 188 0+69 0+76
C5 N: 2021044.75
E: 6044040.20 176 0+82 0+90
C6 N: 2021030.90
E: 6045230.98 266 12+73 14+44
STATION LINE
CONTROL TABLE
LINE NO.POINT OF
BEGINNING BEARING START
STATION
END
STATION
L1 N: 2021032.66
E: 6043959.30 N 74°34'8" E 0+00 0+02
L2 N: 2021039.85
E: 6043990.33 N 82°19'43" E 0+32 0+54
L3 N: 2021043.74
E: 6044022.50 N 85°21'37" E 0+64 0+69
L4 N: 2021044.50
E: 6044034.05 N 87°22'53" E 0+76 0+82
L5 N: 2021044.90
E: 6044048.40 S 89°56'44" E 0+90 1+49
L6 N: 2021044.56
E: 6044106.88 S 89°31'42" E 1+49 2+02
L7 N: 2021043.86
E: 6044159.89 S 89°21'15" E 2+02 2+35
L8 N: 2021043.33
E: 6044192.81 S 89°55'39" E 2+35 2+64
L9 N: 2021043.15
E: 6044222.19 S 89°27'55" E 2+64 4+33
L10 N: 2021040.75
E:6044391.03 S 89°30'30" E 4+33 10+81
L11 N: 2021032.03
E:6045039.35 S 89°56'35" E 10+81 12+73
STATION LINE CONTROL
TABLE
BEGINNING
OF STATION
POINT OF
BEGINNING BEARING STATION
20+00 N: 2021022.80
E: 6044388.97 N 0°13'30" W -
(E) LM WET
WELL
N: 2021083.61
E: 6044389.20 N 0°32'39" E 20+61
(E) SSMH
559-09A
N: 2021210.86
E: 6044390.41 -21+67
30+00 N: 2020991.40
E: 6044692.88 N 1°48'27" E -
SSMH#6 N: 2021024.30
E: 6044693.66 N 2°45'14" E 30+33
(E) SSMH
25O-01
N: 2021048.89
E: 6044694.89 -30+58
FORCE MAIN STATION
LINE OFFSET
STATION LINE
SEGMENT STATION
OFFSET
DISTANCE TO
CL OF FORCE
MAIN (FT)
L2 0+43 23, RT
C3 0+59 25, RT
L3 0+67 26, RT
C4 0+73 26, RT
L4 0+79 26, RT
C5 0+86 27, RT
L5 1+19 26, RT
L6 1+75 26, RT
L7 2+18 25, RT
L8 2+49 25, RT
L9 3+49 24, RT
L10 7+57 19, RT
L11 11+77 13, RT
C6 13+50 3, RT
PR
O
J
E
C
T
A
L
I
G
N
M
E
N
T
A
N
D
I
N
D
E
X
M
A
P
60 0 60 120
BASED ON
AS-BUILT INFORMATION
PROVIDED BY
PROJECT CONTRACTOR
SS
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
W
W
W
E
E
E
E
CA
T
V
CATVCATVCATVCATVCATVCATVCATVCATVCATVCATVCATVCATVCATV
CATV
CAT
V
CATVCATVCATVCATVCATVCATVCATVCATVCATVCATVCATVCATV
CATV
CATVCATVCATVCATVCATVCATV
W
W
W
W
G
G
G
G
G
G
CA
T
V
CA
T
V
CA
T
V
CA
T
V
CA
T
V
CA
T
V
CA
T
V
E
E
LAURIE MEADOWS DRIVE
UE
UE
UE
UE
UE
SS
SS
SS SS SS SS SS SS SS SS SS SS SS SS SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS SS SS
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
(E) 8" AC WATER MAIN
W
W W W W W W W W W W W W W W W W
W
W
CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV
CATV CATV CATV CATVG
G G G G G G G G G G G G G G G G G G G G G
UE UE UE UE UE UE UE UE UE UE UE UE
UE UE UE UE UE UE UE UE UE UE UE UE UE E
E E
E
E
E
E
E E E E E E E E E E E E
SS
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXX
(E) GAS MAIN
(E) SSMH 599-09A - RIM: 103.46
INV: 92.92 (10" OUT, S)
INV: 94.54 (10" IN, W)
INV: 93.02 (10" IN, N)
(E) UNDERGROUND ELECTRIC/TELEPHONE
(E) UNDERGROUND ELECTRIC/TELEPHONE
(E) GAS MAIN
(E) 6" AC WATER MAIN
(E) UNDERGROUND ELECTRIC CONDUIT DUCT
NOTE 8
(E) 8" AC WATER MAIN
(E) GAS MAIN
(E) 26" TREE,
PROTECT IN PLACE
NOTE 12
ABANDON 382 LF± OF (E) 10" VCP
SS BY CAPPING END W/ CONCRETE
& FILLING W/ CLSM OR SAND
NOTE 13
(E) 8" AC WATER MAIN
(E) WATER SERVICE
(E) 18" VCP SS
ABANDON 35 LF± OF (E) 10" VCP SSFM
BY CAPPING END W/ CONCRETE &
FILLING W/ CLSM OR SAND
NOTE 13
(N) 8" PVC SSFM
NOTE 7 & 9
PROFILE AND ADDITIONAL
INFORMATION SEE SHEET C5
(E) 10" VCP SS
(E) 54" RCP SD
(E) UNDERGROUND ELECTRIC/TELEPHONE
REMOVE (E) SSMH & INSTALL
(N) SSMH# 578-14 - RIM: 100.81
STA: 0+36 OFF: 22' RT
INV: 95.70± (8" IN, E)
INV: 95.50± (18" OUT, W)
NOTE 6
(N) 10" PVC SS, SEE SHEET C5
PH#1
PH#2
(E) UNDERGROUND ELECTRIC/TELEPHONE
(N) SSMH #6 - RIM: 103.34
STA: 4+31 OFF: 16' RT
INV: 91.96± (10" IN, N)
INV: 91.76± (10" OUT, E)
NOTE 11
PH#3 PH#4
SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM
HO
R
I
Z
O
N
T
A
L
SE
P
A
R
A
T
I
O
N
5
'
±
ABANDON (E) SSMH 599-09 - RIM: 103.64
INV:98.78 (10" IN, N) - ABANDON
INV: 98.41 (10" OUT, W) - ABANDON
SEE DETAIL 2
D1
ABANDON (E) LM LIFT STATION & MODIFY (E) WET WELL - RIM: 103.87
STA: 4+30 OFF: 42.83' LT
INV: 92.55± (10" IN, N)
INV: 92.29± (10" OUT, S)
SEE SHEET C5, C6, & C7
LAURIE MEADOWS DRIVE ROW
LAURIE MEADOWS DRIVE ROW
(E) LAURIE MEADOWS LIFT
STATION EASEMENT
0+
0
0
1+
0
0
2+
0
0
3+
0
0
4+
0
0
5+
0
0
SU
Z
I
E
S
T
R
E
E
T
(N) TRACER WIRE BOX
SEE DETAIL 1
D4
(E) UNDERGROUND ELECTRIC/TELEPHONE
EB-2
(E) UNDERGROUND ELECTRIC/TELEPHONE(E) UNDERGROUND ELECTRIC/TELEPHONE
70
80
90
100
110
120
130
0+00 1+00 2+00 3+00 4+00 5+00
(N
)
S
S
M
H
#
5
7
8
-
1
4
-
R
I
M
:
1
0
0
.
8
1
IN
V
:
9
5
.
7
0
(
8
"
I
N
)
IN
V
:
9
5
.
5
0
(
1
8
"
O
U
T
)
(E) GROUND (N
)
S
S
M
H
#
6
-
R
I
M
:
1
0
3
.
3
4
IN
V
:
9
1
.
9
6
(
1
0
"
I
N
)
IN
V
:
9
1
.
7
6
(
1
0
"
O
U
T
)
(E) TELEVISION/ELECTRIC CONDUIT
(E) TELEVISION/ELECTRIC CONDUIT
(E) TELEVISION/ELECTRIC CONDUIT (E) 54" RCP SD
NOTE 5
(E) 8" A.C. WATER MAIN
NOTE 5
APPROX. BOTTOM
OF BAY MUD LAYER
(E) 6" A.C. WATER MAIN
NOTE 5
(N) 98 LF ± OF 8" PVC FM @ 0.44%
(N) 298 LF ± OF 8" PVC FM @ 0.45%
(N) 305 LF ± OF 10" PVC SS @ 0.54%
(N) 8" PVC FM; INV: 95.40± @ STA 0+71
(N) 8" PVC FM; INV: 93.63± @ STA 4+69
(E) 18" VCP SS
(N) 33 LF ± OF 8" PVC FM @ 0.90%
NOTE 10
NOTE 10
NOTE 10
(N) 8" PVC FM, INV: 94.07± @ 3+71
NOTE 4
NOTE 7
NOTE 14
(E) 2" GAS MAIN
APPROX. TOP OF
BAY MUD LAYER
(E) TELEVISION/ELECTRIC CONDUIT
(E) TELEVISION/ELECTRIC CONDUIT
70
80
90
100
110
120
130
SHEET ______ OF ______
DR
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BENJAMINL.
No.
6
8
8
1
3
CI
LIV
STATEOF
AI NROFILAC
REGISTEREDPROF
REENIGNELANOISSE
SHICK
(7
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)
5
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:
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0
SHEET NOTES:
1. CONTRACTOR SHALL FIELD VERIFY EXISTING PIPE SIZES, MATERIALS, ELEVATIONS AND DISTANCES PRIOR TO ORDERING AND FABRICATING MATERIALS.
2. CONTRACTOR SHALL PROTECT EXISTING UTILITIES DURING CONSTRUCTION.
3. TRENCH AND PUMP STATION EXCAVATIONS WILL ENCOUNTER SHALLOW GROUNDWATER AND POOR SOIL CONDITIONS. SEE THE GEOTECHNICAL REPORT AND TECHNICAL SPECIFICATION SECTION 02300
FOR ADDITIONAL INFORMATION.
4. CONTRACTOR SHALL EXCAVATE TO THE BOTTOM OF (E) SD AT STA 4+69 PRIOR TO CONSTRUCTION OF (N) GRAVITY SEWER & FORCE MAIN. CONTRACTOR SHALL CONFIRM THAT THE BOTTOM OF (E) SD PIPE
IS AT ELEVATION 95.65 OR HIGHER WHERE THE (N) SEWER WILL BE CROSSING UNDERNEATH IN ORDER TO PROVIDE 12" MINIMUM CLEARANCE BETWEEN THE (N) SEWER AND THE (E) SD. IN LOCATIONS WITH
LESS THAN 12" OF CLEARANCE, CONTRACTOR SHALL INSTALL CONCRETE SADDLE PER DETAIL .
5. CONTRACTOR SHALL SUPPORT UTILITIES CROSSING THE EXCAVATION. CONTRACTOR SHALL SUBMIT INFORMATION ON PLANNED SUPPORT TO THE CITY FOR REVIEW AND APPROVAL PRIOR TO
CONSTRUCTION.
6. INSTALL (N) PRECAST CONCRETE MANHOLE PER DETAIL , COAT INTERIOR SURFACES OF (N) MH PER TECHNICAL SPECIFICATIONS SECTION 09900.
7. EXCAVATIONS SHALL BE COMPLETED PER , FOR INSTALLATION OF NEW FORCE MAIN FROM STA 0+00 TO 5+05.
8. (E) ELECTRICAL DUCT IS ENCASED IN CONCRETE. CONTRACTOR SHALL POTHOLE DUCT PRIOR TO CONSTRUCTION TO VERIFY ELEVATION. CONTRACTOR SHALL PROTECT (E) ELECTRICAL DUCT
THROUGHOUT CONSTRUCTION ALIGNMENT.
9. REFER TO FORCE MAIN STATION LINE OFFSET TABLE ON SHEET C1 FOR INFORMATION REGARDING THE HORIZONTAL LOCATION OF (N) FORCE MAIN.
10. BACKFILL ALL EXCAVATIONS WITHIN 5 FT OF WATER MAIN AND STORM DRAIN CROSSINGS WITH CLSM PER DETAIL .
11. INSTALL (N) PRECAST CONCRETE MANHOLE PER DETAIL .
12. PROTECT (E) TREE PER TECHNICAL SPECIFICATION SECTION 01500.
13. ABANDON (E) SANITARY SEWER GRAVITY MAIN AND FORCE MAIN PER TECHNICAL SPECIFICATION SECTION 02532.
14. EXCAVATION SHALL BE COMPLETED PER , FOR INSTALLATION OF NEW GRAVITY MAIN FROM STATION 4+21 TO STA 5+60.
15. SEE PIPE MATERIAL NOTES ON SHEET T2.
5
PL
A
N
A
N
D
P
R
O
F
I
L
E
MA
T
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
C
3
HOR. SCALE: 1" = 20'
VER. SCALE: 1" = 10'
20 0 20 40
C2
T
RELAECIVRES
UNDERGRO NU D
LLAC GIDUOYEBEFOR
ASU
5
D3
8
D4
5
D5
3
D3
1
D3
1
D3
BASED ON
AS-BUILT INFORMATION
PROVIDED BY
PROJECT CONTRACTOR
1
1
G
G
G
G
G
SS
SS
SS
SS
SS
SS
SS
SS
SS
SD
SD
W
W
W
E
E
E
E
E
E
E
E
E
CATVCATVCATVCATVCATVCATVCATVCATVCATVCATVCATVCATVCATVCATVCATVCATV
CATVCATVCATVCATVCATVCATVCATVCATVCATVCATVCATVCATVCATVCATVCATVCATV
CATV CATVCATVCATV
W
W
W
W
W
W
W
W
W
W
W
CA
T
V
CA
T
V
CATVCATVCATVCATVCATVCATVCATVCATVCATV
G
G
G
CA
T
V
CA
T
V
RO
S
I
L
I
E
S
T
R
E
E
T
LAURIE MEADOWS DRIVE
SDSDSDSDSDSDSDSDSD
SS SS SS SS SS SS SS SS SS SS SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS SS SS SS SS SS SS SS SS SS SS
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
W W W W W W W W W W W W W W W W W W W W
CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV
CATV
CATV
CATV
CATV
G G G G G G G G G G G G G G G G G G G G G G G G G G
UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE
E E E E E E E E E E E E E E E E E E E E E
W
(E) GAS MAIN
(E) 8" AC WATER MAIN
(E) 6" AC WATER MAIN
(E) GAS MAIN (N) SSMH #4 - RIM: 101.27
STA: 10+13 OFF: 9' RT
INV: 88.51± (10" IN, W)
INV: 88.41± (10" OUT, E)
INV: 90.52± (8" IN, S)
NOTE 4
(E) GAS MAIN
(E) 8" AC WATER MAIN
(E) UNDERGROUND ELECTRIC/TELEPHONE
(E) UNDERGROUND ELECTRIC CONDUIT DUCT
REMOVE (E) SSMH 600-01 - RIM: 102.13
INV: 94.07 (8" IN, N)
INV: 92.47 (8" IN, S)
INV: 90.23 (12" IN, E) - ABANDON
INV: 89.89 (15" OUT, W) - ABANDON
SEE SHEET C5 FOR (N) CONNECTION TO (E) SS
ABANDON 187 LF± OF (E) 12" VCP
SS BY CAPPING END W/ CONCRETE
& FILLING W/ CLSM OR SAND
NOTE 8
2
D1
PROFILE AND ADDITIONAL
INFORMATION SEE SHEET C5
(N) 8" PVC SSFM
NOTE 5 & 6
X
(N) 10" PVC SS
NOTE 5
(N) 10" PVC SS
NOTE 5
(N) 8" PVC SS, SEE SHEET C5
(E) 8" VCP SS
SEE SHEET C5
(N) 8" PVC SS
(E) 8" AC WATER MAIN
(E) 8" PVC SS
(E) SD INLET - RIM: 100.46
INV: 95.78 (15" IN)
(E) 15" RCP SD
(E) SDMH - RIM: 100.68
INV: 96.05 (15" IN)
INV: 95.81 (15" OUT)
(E) SSMH 599-04 - RIM: 101.49
STA: 7+35 OFF: 45' RT
INV: 92.40 (8" OUT, N)
INV: 92.44 (8" IN, W)
INV: 92.42 (8" IN, S)
HO
R
I
Z
O
N
T
A
L
SE
P
A
R
A
T
I
O
N
1
0
'
M
I
N
(TY
P
.
)
HO
R
I
Z
O
N
T
A
L
SE
P
A
R
A
T
I
O
N
6
'
±
E
E
E
E
EEE
E
E E E E
(N) 10" PVC SS, SEE SHEET C5
CAT
V
CA
T
V
(E) UNDERGROUND ELECTRIC/TELEPHONE
REMOVE OR ABANDON 4 LF ±
OF (E) 8" VCP & CONNECT (E)
PIPE TO SSMH #4 FROM SOUTH
W
W
W
W
W
W
W
W
SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM
(E) UNDERGROUND ELECTRIC/TELEPHONE
ABANDON (E) SSMH 600-02 - RIM: 100.83
INV: 90.32 (12" THRU) - ABANDON
SEE DETAIL
(E) UNDERGROUND ELECTRIC/TELEPHONE
(E) UNDERGROUND ELECTRIC/TELEPHONE
ABANDON 81 LF± OF (E) 12" VCP SS
BY CAPPING END W/ CONCRETE &
FILLING W/ CLSM OR SAND
NOTE 8
(E) UNDERGROUND ELECTRIC CONDUIT DUCT
(E) UNDERGROUND ELECTRICAL
ABANDON 301 LF± OF (E) 15" VCP
SS BY CAPPING END W/ CONCRETE
& FILLING W/ CLSM OR SAND
NOTE 8
5+
0
0
6+
0
0
7+
0
0
8+
0
0
9+
0
0
10
+
0
0
ABANDON (E) SSMH 600-03 - RIM: 101.68
INV: 90.68 (8" IN, S) - ABANDON
INV: 90.68 (12" IN, E) - ABANDON
INV: 90.60 (12" OUT) - ABANDON
SEE DETAIL
7D2
(N) SSMH #5 - RIM: 101.70
STA: 7+36 OFF: 12' RT
INV: 90.11± (10" IN, W)
INV: 90.01± (10" OUT, E)
INV: 90.67± (8" IN, S)
INV: 93.25± (8" IN, N)
NOTE 4
(E) SD INLET - RIM: 100.33
INV: 96.11 (15" OUT)
(E) GAS MAIN
(E) 15" RCP SD
LAURIE MEADOWS DRIVE ROW
LAURIE MEADOWS DRIVE ROW
(E) 8" PVC SS
MA
R
G
A
R
E
T
C
O
U
R
T
(E) UNDERGROUND ELECTRIC/TELEPHONE
2
D1
(E) FENCE, PROTECT IN PLACE
(E) FENCE, PROTECT IN PLACE
EB-3
NOTE 10
6+00 7+00 8+00 9+00 10+00
(N
)
S
S
M
H
#
4
-
R
I
M
:
1
0
1
.
2
7
IN
V
:
8
8
.
5
1
(
1
0
"
I
N
)
IN
V
:
8
8
.
4
1
(
1
0
"
O
U
T
)
IN
V
:
9
0
.
5
2
(
8
"
I
N
)
(E) 6" A.C. WATER MAIN
NOTE 3
(E) 15" RCP SD
NOTE 3
(E) TELEVISION/ELECTRIC CONDUIT
(N) 277 LF ± OF 10" PVC SS @ 0.54%
(E) 8" A.C. WATER MAIN
NOTE 3
(E) GROUND
(E) TELEVISION/ELECTRIC CONDUIT
(E) TELEVISION/ELECTRIC CONDUIT
(N) 305 LF ± OF 10" PVC SS @ 0.54%
(N
)
S
S
M
H
#
5
-
R
I
M
:
1
0
1
.
7
0
IN
V
:
9
0
.
1
1
(
1
0
"
I
N
)
IN
V
:
9
0
.
0
1
(
1
0
"
O
U
T
)
IN
V
:
9
0
.
6
7
(
8
"
I
N
)
IN
V
:
9
3
.
2
5
(
8
"
I
N
)
(E) GROUND
APPROX. BOTTOM
OF BAY MUD LAYER
(N) 452 LF ± OF 8" PVC FM @ 0.33%
(N) 8" PVC FM; INV: 92.15± @ STA 9+21
(E) 2" GAS MAIN
(E) ELECTRIC DUCT
NOTE 7NOTE 7
NOTE 7
(N) 92 LF ± OF 8" PVC FM @ 0.32%
(N) 8" PVC FM, INV: 91.85± @ 10+13,
NOTE 10
NOTE 9
APPROX. TOP OF
BAY MUD LAYER
(E) TELEVISION/ELECTRIC CONDUIT
(E) TELEVISION/ELECTRIC CONDUIT
(E) 2" GAS SERVICE
70
80
90
100
110
120
130
70
80
90
100
110
120
130
SHEET ______ OF ______
DR
A
W
N
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:
J
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DE
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V
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N
O
.
DR
A
W
I
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G
N
o
.
BENJAMINL.
No.
6
8
8
1
3
CI
LIV
STATEOF
AI NROFILAC
REGISTEREDPROF
REENIGNELANOISSE
SHICK
(7
0
7
)
5
2
8
-
4
8
4
8
SA
N
T
A
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A
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4
0
3
220
0
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A
N
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A
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N
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,
S
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2
0
1
CO
N
S
U
L
T
I
N
G
C
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V
I
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R
S
Sc
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47
LA
U
R
I
E
M
E
A
D
O
W
S
A
N
D
W
O
O
D
B
R
I
D
G
E
LIF
T
S
T
A
T
I
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P
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C
T
N
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:
4
6
9
9
8
8
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:
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1
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1
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S
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12
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3
1
/
2
0
SHEET NOTES:
1. CONTRACTOR SHALL FIELD VERIFY EXISTING PIPE SIZES, MATERIALS, ELEVATIONS AND DISTANCES PRIOR TO
ORDERING AND FABRICATING MATERIALS.
2. TRENCH AND PUMP STATION EXCAVATIONS WILL ENCOUNTER SHALLOW GROUNDWATER AND POOR SOIL
CONDITIONS. SEE THE GEOTECHNICAL REPORT AND TECHNICAL SPECIFICATION SECTION 02300 FOR ADDITIONAL
INFORMATION.
3. CONTRACTOR SHALL SUPPORT THE STORM DRAINS AND WATER MAINS CROSSING THE EXCAVATION. CONTRACTOR
SHALL SUBMIT INFORMATION ON PLANNED SUPPORT TO THE CITY FOR REVIEW AND APPROVAL PRIOR TO
CONSTRUCTION.
4. INSTALL (N) PRECAST CONCRETE DROP MANHOLE PER DETAIL . COAT MANHOLE PER SPECIFICATION SECTION
09900.
5. EXCAVATIONS SHALL BE COMPLETED PER , UNLESS OTHERWISE NOTED.
6. REFER TO FORCE MAIN STATION LINE OFFSET TABLE ON SHEET C1 FOR INFORMATION REGARDING THE HORIZONTAL
LOCATION OF (N) FORCE MAIN.
7. BACKFILL ALL EXCAVATIONS WITHIN 5 FT OF WATER MAIN AND STORM DRAIN CROSSINGS WITH CLSM PER DETAIL
8. ABANDON (E) SANITARY SEWER GRAVITY MAIN AND FORCE MAIN PER TECHNICAL SPECIFICATION SECTION 02532.
9. EXCAVATION SHALL BE COMPLETED PER , FOR INSTALLATION OF NEW FORCE MAIN AND GRAVITY MAIN FROM
STA 4+21 TO STA 5+60.
10. PROVIDE CONCRETE SADDLE AT SEWER MAIN AND FORCE MAIN CROSSING AT STA 10+13 PER DETAIL .
11. SEE PIPE MATERIAL NOTES ON SHEET T2.
6
PL
A
N
A
N
D
P
R
O
F
I
L
E
HOR. SCALE: 1" = 20'
VER. SCALE: 1" = 10'
MA
T
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
C
2
MA
T
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
C
4
20 0 20 40
C3
T
RELAECIVRES
UNDERGRO NU D
LLAC GIDUOYEBEFOR
ASU
2
D3
5
D3
7
D2
1
D3
5
D5
BASED ON
AS-BUILT INFORMATION
PROVIDED BY
PROJECT CONTRACTOR
1 1
W
W
W
W
W
W
W
W
W
W
W
SS
SS
SS
SS
SD
SD
SD
SD
SD
CATV CATV CATV CATV CATV CATV CATV
CATV
CATV CATV CATV CATV CATV CATV CATV
CATV
T
CA
T
V
CA
T
V
CATVCATVCATVCATV
CA
T
V
CA
T
V
CATVCATVCATVCATV
CA
T
V
CA
T
V
CAT
V
CATVCATVCATV
CA
T
V
CA
T
V
CA
T
V
CA
T
V
CA
T
V
E
E
E
E
E
E
E
CA
T
V
CA
T
V
CA
T
V
CA
T
V
CA
T
V
SD
SD
SD
SD
SD
SD
SD
SS SS SS SS SS
SS
SS
SS
SS
SS
SS
SS
SS SS SS SS SS SS SS SS SS SS SS
SSF
M
SSF
M
SSF
M
SSF
M
SSF
M
SSF
M
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
CATV
CATV
CATV
G
UE UE UE UE UE UE UE UE UE UE UE UE UE UE
E E E E E
W W W W W W W W W WEE E
CATV CATV
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
CATV CATV
E E E
CATV CATV CATV CATV
CATV
(E) SD INLET - RIM: 100.95
INV: 96.38 (15" OUT)
(E) SD INLET - RIM: 100.90
INV: 97.89 (15" OUT)
(E) 72" RCP SD
(N) 10" PVC SS
NOTE 7
(E) 15" RCP SD
(E) 10" VCP SS
(E) UNDERGROUND ELECTRIC/TELEPHONE
(N) 12" PVC SS
NOTE 14
(E) 15" RCP SD
(N) 8" PVC SSFM
NOTE 7 & 12
(N) 10" PVC SS
NOTE 7
(E) 10" VCP SS
HO
R
I
Z
O
N
T
A
L
SE
P
A
R
A
T
I
O
N
6
±
SS
SS
SS
SS
SS
SS
SS
SS
WO
O
D
B
R
I
D
G
E
C
I
R
C
L
E
W
W
W
W
WW
W
W
W
W
W
W
W
W
W
W
W
WWW
W
W
W W
W
W
W
W
W
W
W
W W W
W
W
W
W
W
W
W
W
W W
W
W
W W
W
(E) UNDERGROUND ELECTRIC CONDUIT DUCT
ABANDON 129 LF± OF (E) 12" VCP
SS BY CAPPING END W/ CONCRETE
& FILLING W/ CLSM OR SAND
NOTE 15
(E) LAURIE MEADOWS PARK IRRIGATION
SYSTEM TO BE PROTECTED
THROUGHOUT CONSTRUCTION, UNO
(E) SDMH - RIM: 101.23
INV: 90.93 (72" IN)
INV: 92.18 (72" OUT)
INV: 96.32 (15" IN)
INV: 96.46 (15" IN)
INV: 97.81 (15" IN)
SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM
SS
F
M
SS
F
M
SS
F
M
SS
F
M
SS
F
M
SS
F
M
SS
F
M
(E) SD INLET - RIM: 100.57
INV: 96.52 (15" OUT)
(N) SSMH#2 - RIM: 101.03
STA: 12+73 OFF: 11' RT
INV: 85.33± (10" IN, S)
INV: 86.85± (10" IN, W)
INV: 85.33± (10" OUT, N)
NOTE 6 & 17
(E) UNDERGROUND ELECTRIC/TELEPHONE
11
+
0
0
12
+
0
0
13+00
14+00
14+
4
4
(E) 15" RCP SD
(N) 8" PVC SSFM
NOTE 8 & 12
(E) 10" VCP SS
NOTE 11
(N) WET WELL - RIM: 102.50
STA: 14+35 38.71' LT
INV: 84.47± (12" IN)
INV: 77.95
SEE SHEETS C10 & C11
LAURIE MEADOWS DRIVE ROW
WOODBRIDGE CIRCLE ROW
WOODBRIDGE CIRCLE ROW
ABANDON 176 LF± OF (E) 8" HDPE
SSFM BY FILLING W/ CLSM OR SAND
NOTE 15
SEE SHEETS C14 & C15 FOR MODIFICATIONS TO
LAURIE MEADOWS PARK IRRIGATION SYSTEM
(N) PUMP STATION EQUIPMENT
SEE SHEET C10
(N) VALVE VAULT - RIM: 102.50
STA: 14+24 38.03' LT
SEE SHEETS C10 & C11
(N) PG&E TRANSFORMER
(E) 72" RCP SD
EB-4
ABANDON (E) SSMH 600-04 - RIM: 102.21
INV: 96.98 (8" IN, NE) - ABANDON
INV: 96.81 (12" OUT, W) - ABANDON
SEE DETAIL 2
D1
(N) SSMH #3 - RIM: 101.69
STA: 11+49 OFF: 7' RT
INV: 87.67± (10" IN, W)
INV: 87.57± (10" OUT, E)
NOTE 6
BENCHMARK
ELEV = 101.08
LAURIE MEADOWS DRIVE
E
E
(E) WET WELL 600-06 - RIM: 101.99
STA: 14+05 7.15' RT
(E) INV: 85.00 (10" IN, SW)
(E) INV: 85.00 (10" IN, NE)
(N) INV: 84.75 (12" OUT, NW)
SEE SHEETS C8, C10, & C11
11+00 12+00 13+00 14+00 15+00
(E) GROUND
(E) GROUND
(N) 133 LF ± OF 10" PVC SS @ 0.54%
NOTE 19
(E) 136 L.F. ± OF 10" VCP SS @ 0.24%
(N
)
S
S
M
H
#
3
-
R
I
M
:
1
0
1
.
6
9
IN
V
:
8
7
.
6
7
(
1
0
"
I
N
)
IN
V
:
8
7
.
5
7
(
1
0
"
O
U
T
)
(N
)
S
S
M
H
#
2
-
R
I
M
:
1
0
1
.
0
3
IN
V
:
8
5
.
3
3
(
1
0
"
I
N
)
IN
V
:
8
6
.
8
5
(
1
0
"
I
N
)
IN
V
:
8
5
.
3
3
(
1
0
"
O
U
T
)
(N
)
W
E
T
W
E
L
L
-
R
I
M
:
1
0
2
.
5
0
IN
V
:
8
4
.
4
7
(
1
2
"
I
N
)
IN
V
:
7
7
.
9
5
(E
)
W
E
T
W
E
L
L
-
R
I
M
:
1
0
1
.
9
9
IN
V
:
8
5
.
0
0
(
1
0
"
I
N
)
IN
V
:
8
5
.
0
0
(
1
0
"
I
N
)
IN
V
:
8
4
.
7
5
(
1
2
"
O
U
T
)
(N) 56 LF ± OF 12" PVC SS @ 0.50%
(E) 72" RCP SD
NOTE 5
NOTE 4 & 19
APPROX. BOTTOM
OF BAY MUD LAYER
(N
)
V
A
L
V
E
V
A
U
L
T
-
R
I
M
:
1
0
2
.
5
0
IN
V
:
9
5
.
5
3
(
6
"
O
U
T
)
(N) 38 LF ± OF 8" PVC FM @ 2.08%
(N) 246 LF ± OF 8" PVC FM @ 1.08%(N) 8" PVC FM; INV: 89.20± @ STA 12+59
NOTE 8
(N) 6 LF ± OF 6" PVC FM @ 3.30%
(N) PG&E PRIMARY SERVICE CONDUIT
(N) 8" PVC FM
HOR. BEND, REDUCER,
22.5° ELL., AND 11.25° ELL.,
STA: 14+23, INV: 95.12±
SEE SHEET C11
(N) 12 LF ± OF 8" PVC FM @ 3.61%
(N) 18 LF ± OF 8" PVC FM @ 2.75%
NOTE 19
(N) 8" PVC FM
HOR. BEND, 90° ELBOW,
STA: 12+73, INV: 89.70±
(N) 8" PVC FM
HOR. BEND, 11.25° ELBOW,
STA: 13+87, INV: 93.89±
(N) 8" PVC FM
HOR. BEND, 45° ELBOW,
STA: 13+99, INV: 94.34±
(N) 136 LF ± OF 10" PVC SS @ 0.54%
NOTE 13
NOTE 13
NOTE 16
(N) 125 LF ± OF 8" PVC FM @ 3.37%
APPROX. TOP OF
BAY MUD LAYER
(E) TELEVISION/ELECTRIC CONDUIT
(E) 15" RCP SD
NOTE 5 (E) 15" RCP SD
NOTE 5(E) TELEVISION/ELECTRIC CONDUIT
(E) TELEVISION/ELECTRIC CONDUIT
70
80
90
100
110
120
130
0+00
70
80
90
100
110
120
130
15+00
SHEET NOTES:
1. CONTRACTOR SHALL FIELD VERIFY EXISTING PIPE SIZES, MATERIALS, ELEVATIONS AND DISTANCES PRIOR TO ORDERING AND
FABRICATING MATERIALS.
2. CONTRACTOR SHALL PROTECT EXISTING UTILITIES DURING CONSTRUCTION.
3. TRENCH AND PUMP STATION EXCAVATIONS WILL ENCOUNTER SHALLOW GROUNDWATER AND POOR SOIL CONDITIONS. SEE
THE GEOTECHNICAL REPORT AND TECHNICAL SPECIFICATION SECTION 01120 FOR ADDITIONAL INFORMATION.
4. CONTRACTOR SHALL EXCAVATE TO THE BOTTOM OF (E) 72" SD AT STA 12+58, PRIOR TO CONSTRUCTING (N) FORCE MAIN TO
CONFIRM ELEVATIONS. ADJUST FORCE MAIN PROFILE AS NECESSARY TO PROVIDE 12" MINIMUM CLEARANCE. IN LOCATIONS
WITH LESS THAN 12" OF CLEARANCE, CONTRACTOR SHALL INSTALL CONCRETE SADDLE PER DETAIL .
5. CONTRACTOR SHALL SUPPORT THE STORM DRAIN AND WATER MAIN CROSSING THE EXCAVATION. CONTRACTOR SHALL
SUBMIT INFORMATION ON PLANNED SUPPORT TO THE CITY FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION.
6. INSTALL (N) PRECAST CONCRETE MANHOLES PER .
7. EXCAVATIONS SHALL BE COMPLETED PER , UNLESS NOTED OTHERWISE.
8. EXCAVATION SHALL BE COMPLETED PER , FOR INSTALLATION OF NEW FORCE MAIN FROM STA 12+75 TO STA 14+31.
9. WHERE DEMOLITION OR REMOVAL OF EQUIPMENT LEAVES VOIDS IN THE CONCRETE STRUCTURE, PLUG WITH NON-SHRINK
GROUT.
10. ESTIMATED PEAK WET WEATHER FLOW RATES ARE IDENTIFIED ON SHEET T3. SEE SPECIFICATION SECTION 01531 FOR BYPASS
PUMPING REQUIREMENTS.
11. LOCATION OF (E) GRAVITY MAIN WITHIN WOODBRIDGE CIRCLE IS UNKNOWN. CONTRACTOR SHALL POTHOLE (E) GRAVITY MAIN
TO CONFIRM LOCATION PRIOR TO CONSTRUCTION.
12. REFER TO FORCE MAIN STATION LINE OFFSET TABLE ON SHEET C1 FOR INFORMATION REGARDING THE HORIZONTAL LOCATION
OF (N) FORCE MAIN.
13. BACKFILL ALL EXCAVATIONS WITHIN 5 FT OF WATER MAIN AND STORM DRAIN CROSSINGS WITH CLSM PER DETAIL .
14. EXCAVATIONS SHALL BE COMPLETED PER , UNLESS NOTED OTHERWISE.
15. ABANDON (E) SANITARY SEWER GRAVITY MAIN AND FORCE MAIN PER TECHNICAL SPECIFICATION SECTION 02532.
16. GRAVITY SEWER AND FORCE MAIN CROSSING AT STATION 12+68: BEDDING MATERIAL SHALL EXTEND FROM BELOW NEW
GRAVITY SEWER MAIN TO ABOVE NEW FORCE MAIN PER DETAIL WITHIN TRENCH LIMITS OF THE NEW GRAVITY SEWER
MAIN.
17. COAT MANHOLE PER SPECIFICATIONS SECTION 09900.
18. SEE PIPE MATERIAL NOTES ON SHEET T2.
19. THE NEW FORCE MAIN AND GRAVITY MAIN SHALL BE INSTALLED WITH A FULL STICK OF PIPE CENTERED ON THE 72" RCP STORM
DRAIN AT STA 12+59.
3
D3
SHEET ______ OF ______
DR
A
W
N
B
Y
:
J
.
O
N
D
R
A
C
E
K
DE
S
I
G
N
E
D
B
Y
:
J
.
O
N
D
R
A
C
E
K
QC
C
H
E
C
K
E
D
B
Y
:
B
.
S
H
I
C
K
PR
O
J
E
C
T
N
o
.
4
6
9
9
8
8
SC
A
L
E
:
A
S
S
H
O
W
N
SU
B
M
I
T
T
A
L
:
B
I
D
S
E
T
DA
T
E
:
0
6
/
1
2
/
1
9
DA
T
E
BY
DE
S
C
R
I
P
T
I
O
N
RE
V
.
N
O
.
DR
A
W
I
N
G
N
o
.
BENJAMINL.
No.
6
8
8
1
3
CI
LIV
STATEOF
AI NROFILAC
REGISTEREDPROF
REENIGNELANOISSE
SHICK
(7
0
7
)
5
2
8
-
4
8
4
8
SA
N
T
A
R
O
S
A
,
C
A
9
5
4
0
3
220
0
R
A
N
G
E
A
V
E
N
U
E
,
S
T
E
2
0
1
CO
N
S
U
L
T
I
N
G
C
I
V
I
L
E
N
G
I
N
E
E
R
S
Sc
h
a
a
f
W
h
e
e
l
e
r
47
LA
U
R
I
E
M
E
A
D
O
W
S
A
N
D
W
O
O
D
B
R
I
D
G
E
LIF
T
S
T
A
T
I
O
N
P
R
O
J
E
C
T
CIT
Y
P
R
O
J
E
C
T
N
O
.
:
4
6
9
9
8
8
DA
T
E
:
0
6
/
1
2
/
1
9
DA
T
E
:
0
6
/
1
2
/
1
9
1
RE
C
O
R
D
D
R
A
W
I
N
G
S
BL
S
12
/
3
1
/
2
0
PL
A
N
A
N
D
P
R
O
F
I
L
E
MA
T
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
C
3
HOR. SCALE: 1" = 20'
VER. SCALE: 1" = 10'
20 0 20 40
7C4
1
D3
T
RELAECIVRES
UNDERGRO NU D
LLAC GIDUOYEBEFOR
ASU
5
D3
7
D2
4
D3
5
D5
4
D3
BASED ON
AS-BUILT INFORMATION
PROVIDED BY
PROJECT CONTRACTOR
1
1
1
SD SD SD SD SD SD SD SD SD SD SD
SD
E EE
CATV
CA
T
V
CA
T
V
CA
T
V
CA
T
V
CA
T
V
CA
T
V
CA
T
V
CA
T
V
G G SS SS
E
E
E
UEUEUEUEUE
SS
SS
SS
SS
SS
SSSSSSSSSS
SS
SS
SSSS
SS
SS
XXXXXXXXXXXXXXXXXXXXXXX
W
W
W
W
CA
T
V
CA
T
V
CA
T
V
G
G
G
G
G
G
UE
UE
UE
UE
UE
UE
UE
E
E
E
E
E
E
E
SS
SS
SS
XXXXXXXXXXXXXXXXXXXXXXXX
XXXXXXXXXXXXXXXXX
(E) 26" TREE, PROTECT IN PLACE
NOTE 10
ABANDON (E) 15" VCP
LA
U
R
I
E
M
E
A
D
O
W
S
D
R
I
V
E
ABANDON (E) LM LIFT STATION & MODIFY (E) WET WELL - RIM: 103.87
STA: 20+61
INV: 92.55± (10" IN, N)
INV: 92.29± (10" OUT, S)
SEE SHEET C6 & C7
(E) 10" VCP SS
(E) 54" RCP SD
SS
F
M
SS
F
M
SS
F
M
SS
F
M
SS
F
M
(N) 8" PVC SSFM
SEE SHEET C2
HORIZONTAL
SEPARATION 5' ±
(N) SSMH #6 - RIM: 103.34
STA: 20+00
INV: 91.96± (10" IN, N)
INV: 91.76± (10" OUT, E)
NOTE 4
ABANDON (E) SSMH 599-09 - RIM: 103.64
INV: 98.78± (10" IN, N) - ABANDON
INV: 98.41± (10" OUT, W) - ABANDON
(N) 10" PVC SS
NOTE 5
(E) SSMH 599-09A - RIM: 103.46
STA: 21+87
INV: 92.92 (10" OUT, S)
INV: 94.54 (10" IN, W)
INV: 93.02 (10" IN, N)
(E) CONC. CURB & GUTTER, REMOVE AS NECESSARY FOR
CONSTRUCTION. REPLACE (E) CURB & GUTTER PER
(E) CONC. SIDEWALK, REMOVE
AS NECESSARY FOR
CONSTRUCTION. REPLACE (E)
SIDEWALK PER
8
D2
9
D2
(E) 8" AC WATER MAIN
SUZIE STREET
LAURIE MEADOWS DRIVE ROW
EB-3
PH#4
20
+
0
0
21
+
0
0
22
+
0
0
22
+
1
4
70
80
90
100
110
120
130
140
70
80
90
100
110
120
130
140
19+50 20+00 21+00 22+00 22+50
(N
)
S
S
M
H
#
6
-
R
I
M
:
1
0
3
.
3
4
IN
V
:
9
1
.
9
6
(
1
0
"
I
N
)
IN
V
:
9
1
.
7
6
(
1
0
"
O
U
T
)
MO
D
I
F
Y
(
E
)
L
M
W
E
T
W
E
L
L
-
R
I
M
:
1
0
3
.
8
7
IN
V
:
9
2
.
5
5
(
1
0
"
I
N
)
IN
V
:
9
2
.
2
9
(
1
0
"
O
U
T
)
(E
)
S
S
M
H
5
9
9
-
0
9
A
-
R
I
M
:
1
0
3
.
4
6
IN
V
:
9
2
.
9
2
(
1
0
"
O
U
T
)
IN
V
:
9
4
.
5
4
(
1
0
"
I
N
)
IN
V
:
9
3
.
0
2
(
1
0
"
I
N
)
(N) 59 LF ± OF 10" PVC SS @ 0.56%
(E) 10" VCP SS (E) 10" VCP SS
(E) TELEVISION/ELECTRIC CONDUIT
(E) GROUND
APPROX. BOTTOM
OF BAY MUD LAYER
(E) 8" A.C. WATER MAIN
NOTE 6
NOTE 8
APPROX. TOP OF
BAY MUD LAYER
SS
SS SS
E E EEEE
E E E
CA
T
V
CA
T
V
CA
T
V
CA
T
V
CA
T
V
CA
T
V
CA
T
V
CA
T
V
W W W
GGG
CATV
CATV
SD
SD
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXW
W
W
W
W
CA
T
V
CA
T
V
CA
T
V
CA
T
V
G
G
G
G
G
G
UE
UE
UE
UE
UE
UE
UE
E
E
E
E
REMOVE (E) SSMH 600-01 - RIM 102.13
STA 30+58
INV: 94.07 (8" IN, N)
INV: 92.47 (8" IN, S)
INV: 90.23 (12" IN, E) - ABANDON
INV: 89.89 (15" OUT, W) - ABANDON
(N) 8" PVC SS
NOTE 5
(E) SSMH 599-04 - RIM: 101.49
STA: 30+00
INV: 92.44 (8" IN, W)
INV: 92.42 (8" IN, S)
INV: 92.40± (8" OUT, N)(E) 8" VCP SS
ABANDON (E) 15" VCP SS
REMOVE SECTION OF (E) 8" VCP
BETWEEN (E) SSMH 600-01 & (N) SSMH #6
SS
F
M
SS
F
M
SS
F
M
SS
F
M
SS
F
M
(E) CONC. SIDEWALK, REMOVE AS
NECESSARY FOR CONSTRUCTION.
REPLACE (E) SIDEWALK PER9
D2
LA
U
R
I
E
M
E
A
D
O
W
S
D
R
I
V
E
(E) CONC. CURB & GUTTER,
REMOVE AS NECESSARY FOR
CONSTRUCTION. REPLACE (E)
CURB & GUTTER PER8
D2
REMOVE (E) 8" VCP &
REPLACE W/ (N) 8" PVC SS
NOTE 5
(E) FENCE, PROTECT IN PLACE
(E) FENCE, PROTECT IN PLACE
MARGARET COURT
LAURIE MEADOWS DRIVE ROW
LAURIE MEADOWS
DRIVE ROW
31
+
0
4
29
+
9
0
30
+
0
0
31
+
0
0
(N) SSMH #5 - RIM: 101.70
STA: 30+33
INV: 90.11± (10" IN, W)
INV: 90.01± (10" OUT, E)
INV: 90.67± (8"IN, W)
INV: 93.25± (8" IN, N)
NOTE 7
EB-3
(N) 10" PVC SS
SEE SHEET C3
(N) 8" PVC FM
SEE SHEET C3
70
80
90
100
110
120
130
140
70
80
90
100
110
120
130
140
29+50 30+00 31+00 31+50
(E
)
S
S
M
H
5
9
9
-
0
4
-
R
I
M
:
1
0
1
.
4
9
IN
V
:
9
2
.
4
4
(
8
"
I
N
)
IN
V
:
9
2
.
4
2
(
8
"
I
N
)
IN
V
:
9
2
.
4
0
(
8
"
O
U
T
)
(N
)
S
S
M
H
#
5
-
R
I
M
:
1
0
1
.
7
0
IN
V
:
9
0
.
1
1
(
1
0
"
I
N
)
IN
V
:
9
0
.
0
1
(
1
0
"
O
U
T
)
IN
V
:
9
0
.
6
7
(
8
"
I
N
)
IN
V
:
9
3
.
2
5
(
8
"
I
N
)
NO
T
E
7
INSTALL (N) CPLG CONNECTION
BETWEEN (E) 8" VCP & (N) PVC SS
PER DETAIL 3
D1
(E) 4" GAS MAIN
(E) TELEVISION/ELECTRIC CONDUIT
(E) TELEVISION/ELECTRIC CONDUIT
(N) 33 LF ± OF 8" PVC SS @ 5.25%
(E) 8" VCP SS
APPROX. BOTTOM
OF BAY MUD LAYER
(E) GROUND
(N) 23 LF ± OF 8" PVC SS @ 3.19%
(E) 8" A.C. WATER MAIN
(E) TELEVISION/ELECTRIC DUCT
(N) 8" PVC FM
(E) 8" VCP SS
NOTE 9
APPROX. TOP OF
BAY MUD LAYER
(E) TELEVISION/ELECTRIC CONDUIT
SHEET NOTES:
1. CONTRACTOR SHALL FIELD VERIFY EXISTING PIPE SIZES, MATERIALS, ELEVATIONS AND DISTANCES PRIOR TO ORDERING AND FABRICATING MATERIALS.
2. CONTRACTOR SHALL PROTECT EXISTING UTILITIES DURING CONSTRUCTION.
3. TRENCH AND PUMP STATION EXCAVATIONS WILL ENCOUNTER SHALLOW GROUNDWATER AND POOR SOIL CONDITIONS. SEE THE GEOTECHNICAL REPORT AND TECHNICAL SPECIFICATION SECTION
02300 FOR ADDITIONAL INFORMATION.
4. INSTALL (N) PRECAST CONCRETE MANHOLES PER .
5. EXCAVATIONS SHALL BE COMPLETED PER , FOR INSTALLATION OF NEW GRAVITY SEWER MAIN.
6. CONTRACTOR SHALL SUPPORT THE WATER MAIN CROSSING THE EXCAVATION. CONTRACTOR SHALL SUBMIT INFORMATION ON PLANNED SUPPORT TO THE CITY FOR REVIEW AND APPROVAL PRIOR
TO CONSTRUCTION.
7. INSTALL (N) PRECAST CONCRETE DROP MANHOLE PER . COAT MANHOLE PER SPECIFICATION SECTION 09900.
8. BACKFILL ALL EXCAVATIONS WITHIN 5 FT OF WATER MAIN CROSSING WITH CLSM PER DETAIL .
9. IN LOCATIONS WITH LESS THAN 12" OF CLEARANCE BETWEEN UTILITIES, CONTRACTOR SHALL INSTALL CONCRETE SADDLE PER DETAIL .
10. PROTECT (E) TREE PER TECHNICAL SPECIFICATION SECTION 01500.
11. SEE PIPE MATERIALS NOTES ON SHEET T2.
SHEET ______ OF ______
DR
A
W
N
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J
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I
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G
N
o
.
BENJAMINL.
No.
6
8
8
1
3
CI
LIV
STATEOF
AI NROFILAC
REGISTEREDPROF
REENIGNELANOISSE
SHICK
(7
0
7
)
5
2
8
-
4
8
4
8
SA
N
T
A
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220
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Sc
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47
LA
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A
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S
A
N
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W
O
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B
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:
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/
3
1
/
2
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PL
A
N
A
N
D
P
R
O
F
I
L
E
20 0 20 40
3
D3
8
HOR. SCALE: 1" = 20'
VER. SCALE: 1" = 10'
HOR. SCALE: 1" = 20'
VER. SCALE: 1" = 10'C5
T
RELAECIVRES
UNDERGRO NU D
LLAC GIDUOYEBEFOR
ASU
2
D3 5
D3 5
D5
1
D3
BASED ON
AS-BUILT INFORMATION
PROVIDED BY
PROJECT CONTRACTOR
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
SS
SS
SS
SS
SS
SS
F
M
SS
F
M
SS
F
M
SS
F
M
SS
F
M
UEUEUEUEUEUEUEUEUEUEUEUE
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
W
W
W
WW
W
W
WWWWWWWWWWWWWWW
W
W
W
W
W
W
W
W
W
E
E
EEEEEEEEEEUE
UE
UE
UE
UE
UE
UE
UE
SS
SS
SS
SS
SS
SS
SS
SS
SS
UEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUE
(E) 26" TREE TO BE PROTECTED
THROUGHOUT CONSTRUCTION
NOTE 7
(E) BOLLARD TO REMAIN
ABANDON 35 LF± OF (E) 10" SSFM
BY FILLING W/ CLSM OR SAND
NOTE 6
203 LAURIE MEADOWS
DRIVE
LAURIE MEADOWS DRIVE
REMOVE (E) VENT PIPE
SS
SS
SS
SS
SS
SS
(N) 10" PVC SS, PROFILE AND
ADDITIONAL INFORMATION
SEE SHEET C5
CONVERT (E) WET WELL INTO FLOW
THROUGH CHANNEL, SEE SHEET C7
(E) CONC. CURB & GUTTER
(E) CONC. SIDEWALK
(E) PUBLIC EASEMENT
REMOVE (E) VENT PIPE,
SEE DETAIL
REMOVE (E) HATCH & RAISED
CONCRETE FRAME, GROUT
TOP OF WET WELL SMOOTH
21'-0"±
REMOVE (E) VENT PIPE
(E) 7' X 15" SANITARY SEWER EASEMENT
5
D2
(E) HIGH VOLTAGE
PG&E VAULT
(E) 10" VCP SS
(E) AC PAVEMENT
PARKING LOT
PROTECT (E)
UNDERGROUND ELECTRIC
LAURIE MEADOWS DRIVE ROW
(E) WATER SERVICE
NOTE 3
(E) 8" AC WATER MAIN
(E) WATER VALVE
(E) CURB LIP
W
REMOVE (E) ACCESS HATCH
PER DETAIL 6
D2
(E) 54" RCP SD
XXXXXXXXXXXXXXXXXXXXXXX
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
ABANDON (E) WATER SERVICE CONNECTION,
NOTE 3
ABANDON 301 LF± OF (E) 15" SS BY
FILLING W/ CLSM OR SAND
NOTE 6
18
'
-
9
"
±
PROTECT (E) STREET
LIGHT CABLE
REMOVE (E) STEEL LADDER, FLUSH W/ WET WELL WALL
REMOVE (E) HOSE BIB
NOTE 3
A
C7
REMOVE (E) WATER METER
REMOVE (E) CONTROL PANEL
REMOVE (E) SCADA POLE & ANTENNA
NOTE 8
SHEET ______ OF ______
DR
A
W
N
B
Y
:
J
.
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A
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K
DE
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:
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:
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SC
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:
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N
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.
DR
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I
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N
o
.
BENJAMINL.
No.
6
8
8
1
3
CI
LIV
STATEOF
AI NROFILAC
REGISTEREDPROF
REENIGNELANOISSE
SHICK
(7
0
7
)
5
2
8
-
4
8
4
8
SA
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A
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5
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220
0
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Sc
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47
LA
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M
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A
D
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S
A
N
D
W
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B
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12
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3
1
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0
9SCALE: 1" = 4'
LA
U
R
I
E
M
E
A
D
O
W
S
L
I
F
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A
T
I
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DE
M
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P
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A
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C6
SHEET NOTES:
1. CONTRACTOR SHALL RESTORE ANY LANDSCAPING DISTURBED DURING CONSTRUCTION TO
PRE-CONSTRUCTION CONDITIONS.
2. WHERE DEMOLITION OR REMOVAL OF EQUIPMENT LEAVES VOIDS IN THE CONCRETE STRUCTURE, FILL
WITH NON-SHRINK GROUT.
3. CONTRACTOR SHALL LOCATE (E) WATER SERVICE TO LIFT STATION, EXCAVATE CLOSE TO
CORPORATION STOP, AND INSTALL CAP ON SERVICE SIDE OF CORPORATION STOP AT CONNECTION
TO (E) 8" AC WATER MAIN. COORDINATE W/ CALWATER PRIOR TO PERFORMING WORK, SEE TECHNICAL
SPECIFICATION SECTION 02532. ESTIMATED WATER MAIN DEPTH IS 3'-5"±. CONTRACTOR TO VERIFY
DEPTH.
4. SEE ELECTRICAL SHEETS E3R AND E4R FOR ADDITIONAL REQUIREMENTS.
5. SIDEWALK REMOVED AS REQUIRED FOR CONSTRUCTION SHALL BE REMOVED TO THE NEAREST
SCORE LINE, BACK OF WALK, OR BACK OF CURB.
6. ABANDON (E) SANITARY SEWER GRAVITY MAIN AND FORCE MAIN PER TECHNICAL SPECIFICATION
SECTION 02532.
7. PROTECT (E) TREE PER TECHNICAL SPECIFICATION SECTION 01500.
8. RESTORE SITE TO PRECONSTRUCTION CONDITIONS. INSTALL TOPSOIL AND GRASS SEED (MATCH
EXISTING GRASS TYPE) ON ALL DISTURBED AREAS.
T
RELAECIVRES
UNDERGRO NU D
LLAC GIDUOYEBEFOR
ASU
4 0 4 8
BASED ON
AS-BUILT INFORMATION
PROVIDED BY
PROJECT CONTRACTOR
ST
A
I
R
S
T
O
L
O
W
E
R
L
E
V
E
L
(E) GRADE
EL. 103.87
EL. 82.92
ABANDON (E) 15" SS BY
FILLING W/ CLSM OR SAND
7'-0"±
IN
S
T
A
L
L
1
'
M
I
N
C
O
N
C
.
BE
L
O
W
I
N
V
E
R
T
4'-0"
REMOVE (E) STAIRS
REMOVE (E) VENTS, AND ALL OTHER
ABOVE GROUND APPURTENANCES
REMOVE (E) PUMPS, PIPING AND
ASSOCIATED APPURTENANCES
FILL (E) WET WELL & DRY WELL W/
LIGHTWEIGHT ENGINEERED FILL
LIGHT WEIGHT BACKFILL
DRILL (N) 2" DRAIN HOLE IN BASE OF
DRY WELL & WET WELL, INSTALL 24" OC
(E) WET WELL
(E) DRY WELL
FORM 10" FLOW
THROUGH CHANNEL
PLUG END OF PIPE
W/ 6" MIN. CONC.
FORM (N) BENCH
SIMILAR TO DETAIL
REMOVE (E) ACCESS HATCH
PER DETAIL
FILL (E) ACCESS HATCH, & (E) VENT
OPENING W/ 6" CONCRETE, FILL TO BE
FLUSH W/ TOP OF (E) STRUCTURE
REHABILITATE THE INTERIOR SURFACES
OF THE WET WELL PER TECHNICAL
SPECIFICATION SECTION 09900
3
D3
(N) 3'-0" X 3'-0" SINGLE LEAF TOP MOUNTED ACCESS HATCH
SEE ACCESS HATCH NOTES
(E) LM DRY WELL & WET WELL
BASE THICKNESS ESTIMATED
TO BE 12"±
6
D2
EL. 92.37
0'-4"
#4 REBAR @ 12"
O.C. DOWEL INTO
(E) CONC. 3" MIN.
(N) 10" PVC SS, SEE SHEET C5
(E) 10" VCP SS
SLOPE BENCH 12" PER
FOOT TOWARDS CHANNEL
(E) DRY WELL TO
BE ABANDONED
REHABILITATE THE INTERIOR
SURFACES OF THE WET WELL
PER TECHNICAL SPECIFICATION
SECTION 09900
INV = 92.29
(N) FLOW THROUGH CHANNEL,
S = 2.36%
FL
O
W
(E) INV = 92.55
GROUT IN PLACE AND INSTALL PVC
MANHOLE WATER STOP RING AS
SUPPLIED BY PIPE MFCR
(E) WET WELL WALL
FL
O
W
11
'
-
0
"
±
3'-0"
(E) DRY WELL TO
BE ABANDONED
(N) 3'-0" X 3'-0" SINGLE LEAF TOP
MOUNTED ACCESS HATCH,
SEE ACCESS HATCH NOTES
1'-
2
"
±
(E) WET WELL
6'-
1
0
"
±
3'-
0
"
HINGE LOCATION
(N) STD. OVERSIZED
RECESSED PADLOCK
(N) CAST ALUMINUM
DROP HANDLE
SHEET ______ OF ______
DR
A
W
N
B
Y
:
J
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O
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DE
S
I
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N
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D
B
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:
J
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A
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K
QC
C
H
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C
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B
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:
B
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PR
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C
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N
o
.
4
6
9
9
8
8
SC
A
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E
:
A
S
S
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O
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N
SU
B
M
I
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A
L
:
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I
D
S
E
T
DA
T
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:
0
6
/
1
2
/
1
9
DA
T
E
BY
DE
S
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I
P
T
I
O
N
RE
V
.
N
O
.
DR
A
W
I
N
G
N
o
.
BENJAMINL.
No.
6
8
8
1
3
CI
LIV
STATEOF
AI NROFILAC
REGISTEREDPROF
REENIGNELANOISSE
SHICK
(7
0
7
)
5
2
8
-
4
8
4
8
SA
N
T
A
R
O
S
A
,
C
A
9
5
4
0
3
220
0
R
A
N
G
E
A
V
E
N
U
E
,
S
T
E
2
0
1
CO
N
S
U
L
T
I
N
G
C
I
V
I
L
E
N
G
I
N
E
E
R
S
Sc
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a
a
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W
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l
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47
LA
U
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I
E
M
E
A
D
O
W
S
A
N
D
W
O
O
D
B
R
I
D
G
E
LIF
T
S
T
A
T
I
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N
P
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Y
P
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E
C
T
N
O
.
:
4
6
9
9
8
8
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:
0
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/
1
2
/
1
9
DA
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:
0
6
/
1
2
/
1
9
1
RE
C
O
R
D
D
R
A
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I
N
G
S
BL
S
12
/
3
1
/
2
0
10
LA
U
R
I
E
M
E
A
D
O
W
S
L
I
F
T
S
T
A
T
I
O
N
SE
C
T
I
O
N
A
C7SCALE: 1' = 2'
SCALE: 1' = 2'
SCALE: 1' = 2'
C7
SHEET NOTES:
1. WHERE DEMOLITION OR REMOVAL OF EQUIPMENT
LEAVES VOIDS IN THE CONCRETE STRUCTURE, FILL WITH
NON-SHRINK GROUT.
2. SEE ELECTRICAL SHEETS FOR ADDITIONAL
REQUIREMENTS.
1"0
THE BAR BELOW IS 1" ON THE
ORIGINAL DRAWING. IF THIS DRAWING
SCALES OTHERWISE, ADJUST THE
SCALE ACCORDINGLY
T
RELAECIVRES
UNDERGRO NU D
LLAC GIDUOYEBEFOR
ASU
ACCESS HATCH NOTES:
1. CONTRACTOR SHALL CONFIRM THE (E) OPENING SIZE PRIOR
TO ORDERING (N) TOP MOUNTED HATCH.
2. TOP MOUNTED ACCESS HATCH SHALL HAVE A CLEAR
OPENING OF 36" X 36".
3. ACCESS HATCH SHALL BE TOP MOUNTED AND BOLTED TO
THE EXISTING CONCRETE STRUCTURE WITH A MINIMUM OF
THREE 14"X112"X 58" Ø 306 SS KWIK BOLT II AS MANUFACTURED
BY HILTI PER SIDE, OR APPROVED EQUAL.
4. HINGES SHALL BE POSITIONED AS SHOWN.
5. ACCESS HATCH SHALL BE EQUIPPED WIN INTEGRAL FALL
PROTECTION.
6. ACCESS HATCH SHALL BE H20 RATED.
7. ACCESS HATCH SHALL BE U.S.F. FABRICATION INC. MODEL
THS 36" X 36" ALUM, #1000122496 TOP MOUNT W/ SIDE
DRAINING COUPLING, OR APPROVED EQUAL.
8. ACCESS HATCH TOP SHALL BE 14" DIAMOND PLATE.
9. ACCESS HATCH SHALL HAVE A STANDARD OVERSIZED
RECESSED PADLOCK BOX FOR LOCKING.
10. ALL HARDWARE AND HINGES SHALL BE HEAVY DUTY
STAINLESS STEEL.
11. ACCESS HATCH SHALL HAVE A MOUNTING FLANGE ON
FRAME EXTRUSION.
12. SEE SPECIFICATIONS SECTION 08310 FOR ADDITIONAL
REQUIREMENTS.
BASED ON
AS-BUILT INFORMATION
PROVIDED BY
PROJECT CONTRACTOR
1
W
W
WWW
WWW
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXXX
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
W
W
W
W
W
W
W
W
SS
F
M
SS
F
M
SS
F
M
SSF
M
SSF
M
SSF
M
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
E
CA
T
V
CA
T
V
CA
T
V
E
E
E
CA
T
V
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
WO
O
D
B
R
I
D
G
E
C
I
R
C
L
E
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
(E) 10" VCP SS TO REMAIN
MODIFY (E) WET WELL 600-06
(E) 10" VCP SS, TO REMAIN
ABANDON 176 LF± OF (E) 8"
HDPE SSFM. ABANDON BY
FILLING W/ CLSM OR SAND
(E) 8" AC WATER MAIN TO BE PROTECTED
THROUGHOUT CONSTRUCTION
X
X
X
X
X
REMOVE (E) ODOR
CONTROL EQUIPMENT
REMOVE (E) CHAIN LINK FENCE
ABANDON (E) DRY WELL
REMOVE OR ABANDON (E) 6" HDPE SS.
ABANDON BY FILLING W/ CLSM OR
SAND AND PLUGGING W/ 6" CONC. MIN.
REMOVE (E) CONTROL PANEL
REMOVE (E) CONC. PAD
REMOVE (E) 8" CI RISER
PIPE AND VALVE BOX
SEE SHEET C9
SEE SHEET C14 FOR LAURIE MEADOWS PARK
IRRIGATION SYSTEM DEMOLITION PLAN
WOODBRIDGE CIRCLE ROW
LIMITS OF DISTURBANCE
(E) CONC. CURB & GUTTER, REMOVE
AS NECESSARY FOR CONSTRUCTION.
REPLACE (E) CURB & GUTTER PER
(E) CONC. SIDEWALK, REMOVE AS
NECESSARY FOR CONSTRUCTION.
REPLACE (E) SIDEWALK PER9
D2
8
D2
(E) UNDERGROUND ELECTRIC
TO REMAIN
REMOVE (E) 1' X 1' CONC. RETAINING WALL
REMOVE (E) SCADA POLE & ANTENNA
30 LF OF (E) 36" RCP, REMOVE
OR ABANDON AS NECESSARY
FOR CONSTRUCTION, ABANDON
BY FILLING W/ CLSM, SAND, OR
LIGHTWEIGHT ENGINEERED FILL
ABANDON (E) ELECTRICAL
SERVICE, SEE ELECTRICAL SHEETS
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
(E) 72" RCP SD
103.2
102.8 103.0
104.2
102.9
103.2103.7
104.3
103.0
104.1
104.1
103.4
103.7
102.9
102.7
102.8
102.5
A
C9EB-4
8 LF OF (E) 15" RCP ENCASEMENT, REMOVE
AS NECESSARY FOR CONSTRUCTION
8 LF OF (E) 15" RCP ENCASEMENT, REMOVE
AS NECESSARY FOR CONSTRUCTION
WOODBRIDGE CIRCLE ROW
SHEET ______ OF ______
DR
A
W
N
B
Y
:
J
.
O
N
D
R
A
C
E
K
DE
S
I
G
N
E
D
B
Y
:
J
.
O
N
D
R
A
C
E
K
QC
C
H
E
C
K
E
D
B
Y
:
B
.
S
H
I
C
K
PR
O
J
E
C
T
N
o
.
4
6
9
9
8
8
SC
A
L
E
:
A
S
S
H
O
W
N
SU
B
M
I
T
T
A
L
:
B
I
D
S
E
T
DA
T
E
:
0
6
/
1
2
/
1
9
DA
T
E
BY
DE
S
C
R
I
P
T
I
O
N
RE
V
.
N
O
.
DR
A
W
I
N
G
N
o
.
BENJAMINL.
No.
6
8
8
1
3
CI
LIV
STATEOF
AI NROFILAC
REGISTEREDPROF
REENIGNELANOISSE
SHICK
(7
0
7
)
5
2
8
-
4
8
4
8
SA
N
T
A
R
O
S
A
,
C
A
9
5
4
0
3
220
0
R
A
N
G
E
A
V
E
N
U
E
,
S
T
E
2
0
1
CO
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U
L
T
I
N
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C
I
V
I
L
E
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G
I
N
E
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R
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Sc
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47
LA
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E
M
E
A
D
O
W
S
A
N
D
W
O
O
D
B
R
I
D
G
E
LIF
T
S
T
A
T
I
O
N
P
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O
J
E
C
T
CIT
Y
P
R
O
J
E
C
T
N
O
.
:
4
6
9
9
8
8
DA
T
E
:
0
6
/
1
2
/
1
9
DA
T
E
:
0
6
/
1
2
/
1
9
1
RE
C
O
R
D
D
R
A
W
I
N
G
S
BL
S
12
/
3
1
/
2
0
11SCALE: 1" = 5'
W
O
O
D
B
R
I
D
G
E
L
I
F
T
S
T
A
T
I
O
N
DE
M
O
L
I
T
I
O
N
P
L
A
N
C8
SHEET NOTES:
1. CONTRACTOR SHALL RESTORE ANY LANDSCAPING DISTURBED DURING
CONSTRUCTION TO PRE-CONSTRUCTION CONDITIONS.
2. WHERE DEMOLITION OR REMOVAL OF EQUIPMENT LEAVES VOIDS IN THE
CONCRETE STRUCTURE, FILL WITH NON-SHRINK GROUT.
3. SEE ELECTRICAL SHEETS FOR ADDITIONAL REQUIREMENTS.
4. SIDEWALK REMOVED AS REQUIRED FOR CONSTRUCTION SHALL BE
REMOVED TO THE NEAREST EXISTING SCORE LINE, BACK OF WALK, OR
BACK OF CURB.
5 0 5 10
T
RELAECIVRES
UNDERGRO NU D
LLAC GIDUOYEBEFOR
ASU
BASED ON
AS-BUILT INFORMATION
PROVIDED BY
PROJECT CONTRACTOR
3'-0"
ABANDON (E) 8"
HDPE FORCE MAIN
(E) SANITARY SEWER
INV = 85.00
EL. 83.228'-0" Ø
3'-3" Ø
EL. 80.18
3'-0"
REMOVE (E) 8" CI RISER
PIPE BELOW GRADE OR
ABANDON IN-PLACE
REMOVE (E) VALVE BOX &
THREADED PLUG, FILL W/ CONC.
EL. 86.39±
FILL (E) 36" RCP W/ 12" OF CONC., FLUSH @
MANHOLE WALL, SEE DETAIL
1'-6"
(E) CONC. SIDEWALK, REMOVE
& REPLACE AS NECESSARY FOR
CONSTRUCTION. REPLACE (E)
SIDEWALK DISTURBED DURING
CONSTRUCTION PER 9
D2
(E) CONC. CURB & GUTTER, REMOVE
& REPLACE AS NECESSARY FOR
CONSTRUCTION. REPLACE (E) CURB
& GUTTER DISTURBED DURING
CONSTRUCTION PER
(E) GRADE
FILL REMAINING PORTION OF (E) DRY WELL
W/ LIGHTWEIGHT ENGINEERED FILL
LAVA ROCK
REMOVE OR ABANDON (E) 6"
HDPE SUMP PUMP DISCHARGE
FILL W/ CLASS II AB AND CONC.
SLAB PER IMPROVEMENT PLANS
REMOVE (E) 6" HDPE AS NECESSARY FOR
CONSTRUCTION. ABANDON (E) 6" HDPE SS.
ABANDON BY FILLING W/ CLSM ,SAND, OR
LIGHTWEIGHT ENGINEERED FILL
DRILL (N) 2" DRAIN HOLES IN
BASE OF DRY WELL @ 24" O.C.
(E) 12" CONC. SLAB W/ #5 REBAR
EACH WAY, TOP & BOTTOM
REMOVE (E) CONC. PAD
(E) 5'-0" Ø WET WELL
REMOVE 36" RCP AS NECESSARY FOR
CONSTRUCTION OR ABANDON IN PLACE.
ABANDON BY FILLING W/ CLSM, SAND, OR
LIGHTWEIGHT ENGINEERED FILL
3'-0" MIN.
REMOVE TOP 3' OF (E) RISER
PIPE AND FILL W/ CLASS II AB
& REPLACE CONC. SIDEWALK
COAT (E) WET WELL PER
SPECIFICATION SECTION 09900
REMOVE TOP OF (E)
STEEL DRYWELL TUBE
TO 3' BELOW GRADE, MIN
REMOVE (E) FENCEREMOVE (E) FENCE
2'-7"±
REMOVE (E) CONC.
RETAINING WALL
REMOVE 15" RCP SLEEVE AS
NECESSARY FOR CONSTRUCTION
OR ABANDON IN PLACE. ABANDON
BY FILLING W/ CLSM OR SAND
REMOVE 15" RCP SLEEVE AS
NECESSARY FOR CONSTRUCTION
OR ABANDON IN PLACE. ABANDON
BY FILLING W/ CLSM OR SAND
EL. 102.24
REMOVE (E) ELBOW, CUT (E)
PIPE FLUSH W/ MANHOLE WALL.
PLUG PIPE W/ 12" MIN. CONC.
5
D1
REMOVE (E) FIBERGLASS
DRY WELL LID
8
D2
(E) AC PAVEMENT, REMOVE & REPLACE
AS NECESSARY FOR CONSTRUCTION
REMOVE (E) FRAME, LID, & CONC. COLLAR
CUT OFF ALL (E)
LADDER RUNGS BURN
BACK AND PATCH
EL. 101.99
SHEET NOTES:
1. CONTRACTOR SHALL FIELD VERIFY EXISTING PIPE SIZES, MATERIALS, ELEVATIONS AND DISTANCES
PRIOR TO ORDERING AND FABRICATING MATERIALS.
2. ALL PIPES AND CONDUITS SHOWN TO BE ABANDONED IN PLACE SHALL BE FILLED W/ CLSM OR SAND.
3. SIDEWALK REMOVED AS REQUIRED FOR CONSTRUCTION SHALL BE REMOVED TO THE NEAREST
EXISTING SCORE LINE, BACK OF WALK, OR BACK OF CURB.
4. WHERE DEMOLITION OR REMOVAL OF EQUIPMENT LEAVES VOIDS IN THE CONCRETE STRUCTURE,
FILL WITH NON-SHRINK GROUT.
5. SEE ELECTRICAL SHEETS FOR ADDITIONAL REQUIREMENTS.
SHEET ______ OF ______
DR
A
W
N
B
Y
:
J
.
O
N
D
R
A
C
E
K
DE
S
I
G
N
E
D
B
Y
:
J
.
O
N
D
R
A
C
E
K
QC
C
H
E
C
K
E
D
B
Y
:
B
.
S
H
I
C
K
PR
O
J
E
C
T
N
o
.
4
6
9
9
8
8
SC
A
L
E
:
A
S
S
H
O
W
N
SU
B
M
I
T
T
A
L
:
B
I
D
S
E
T
DA
T
E
:
0
6
/
1
2
/
1
9
DA
T
E
BY
DE
S
C
R
I
P
T
I
O
N
RE
V
.
N
O
.
DR
A
W
I
N
G
N
o
.
BENJAMINL.
No.
6
8
8
1
3
CI
LIV
STATEOF
AI NROFILAC
REGISTEREDPROF
REENIGNELANOISSE
SHICK
(7
0
7
)
5
2
8
-
4
8
4
8
SA
N
T
A
R
O
S
A
,
C
A
9
5
4
0
3
220
0
R
A
N
G
E
A
V
E
N
U
E
,
S
T
E
2
0
1
CO
N
S
U
L
T
I
N
G
C
I
V
I
L
E
N
G
I
N
E
E
R
S
Sc
h
a
a
f
W
h
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e
l
e
r
47
LA
U
R
I
E
M
E
A
D
O
W
S
A
N
D
W
O
O
D
B
R
I
D
G
E
LIF
T
S
T
A
T
I
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N
P
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E
C
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CIT
Y
P
R
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J
E
C
T
N
O
.
:
4
6
9
9
8
8
DA
T
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:
0
6
/
1
2
/
1
9
DA
T
E
:
0
6
/
1
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/
1
9
1
RE
C
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D
D
R
A
W
I
N
G
S
BL
S
12
/
3
1
/
2
0
12
A
C9SCALE: 1" = 3'
W
O
O
D
B
R
I
D
G
E
L
I
F
T
S
T
A
T
I
O
N
DE
M
O
L
I
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I
O
N
S
E
C
T
I
O
N
C9
1"0
THE BAR BELOW IS 1" ON THE
ORIGINAL DRAWING. IF THIS DRAWING
SCALES OTHERWISE, ADJUST THE
SCALE ACCORDINGLY
T
RELAECIVRES
UNDERGRO NU D
LLAC GIDUOYEBEFOR
ASU
3 0 3 6
BASED ON
AS-BUILT INFORMATION
PROVIDED BY
PROJECT CONTRACTOR
1
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
CA
T
V
CA
T
V
CA
T
V
CA
T
V
CA
T
V
E
E
E
E
CA
T
V
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SS
SS
SS
(E) 8" AC WATER MAIN
(E) 10" VCP SS
(E) PG&E PRIMARY BOX
(N) 56 LF OF 12" PVC SS, SEE
(E) SSMH 600-06,
MODIFY PER
SS
SS
SS
SS
SS
SS
SS
SS
6'-0
"
±
(E) CONC. CURB & GUTTER, REMOVE
AS NECESSARY FOR CONSTRUCTION.
REPLACE (E) CURB & GUTTER, TYPE E
PER
(E) CONC. SIDEWALK, REMOVE AS
NECESSARY FOR CONSTRUCTION.
REPLACE (E) SIDEWALK PER
(N) 8" PVC SSFM
(N) HOSE BIB
SEE DETAIL
SS
F
M
SS
F
M
SS
F
M
SS
F
M
SS
F
M
SS
F
M
SSFM
(N) CONC. ACCESS PAD,
SEE DETAIL
(N) GENERATOR, SEE
ELECTRICAL SHEETS
(N) WET WELL
SEE SHEETS C11 & C12
6
D4
9
D2
7
D4
(E) PG&E SECONDARY
SERVICE BOX
(E) LAURIE MEADOWS PARK
IRRIGATION SYSTEM TO BE
PROTECTED THROUGHOUT
CONSTRUCTION, UNO
10
0
W
O
O
D
B
R
I
D
G
E
C
I
R
C
L
E
WO
O
D
B
R
I
D
G
E
C
I
R
C
L
E
WOODBRIDGE CIRCLE ROW
WOODBRIDGE CIRCLE ROW
103.2
102.8
104.2
102.9
103.2
103.7
104.3
103.0
104.1
104.1
103.4
103.7
102.9
102.7
102.8
102.5
#8
#6
#1
#7
#10
#11
#5
#12
#15
#4
#14
#9
#3
102.94
102.61
102.36
102.37
102.04
SLOP
E
C
O
N
C
.
P
A
D
2
%
SLOP
E
C
O
N
C
.
P
A
D
2
%
S2
7
°
5
8
'
4
4
"
W
N61°
1
3
'
5
"
W
#17
#16
8
D2
LIMITS OF DISTURBANCE
(N) 8' DOUBLE LEAF FENCE GATE,
SEE DETAIL
(N) CONC. GENERATOR PAD,
SEE STRUCTURAL DETAIL(N) CONC. EQUIPMENT PAD,
SEE STRUCTURAL DETAIL
(N) VALVE VAULT
SEE SHEET C11, C12, & C13
(E) 72" RCP SD
(N) CONC. EQUIPMENT PAD,
SEE STRUCTURAL DETAIL
(N) CONTROL PANEL,
SEE NOTE 1 & ELECTRICAL SHEETS
#2
#13
PACIFIC GAS & ELECTRIC EASEMENT
(N) CONC. RETAINING WALL, SIMILAR
TO (E) CONC. RETAINING WALL
SEE STRUCTURAL DETAILC
S2
A
S2
A
S2
(E) UNDERGROUND ELECTRICAL BOX,
SEE ELECTRICAL SHEETS
(N) CABLE TERMINATION CABINET,
SEE ELECTRICAL SHEETS
(N) CONC. EQUIPMENT PAD,
SEE STRUCTURAL DETAIL
(N) SITE LIGHT,
SEE ELECTRICAL SHEETS &
STRUCTURAL DETAIL
(N) SITE LIGHT,
SEE ELECTRICAL SHEETS &
STRUCTURAL DETAIL
A
S2
A
S2
SEE SHEETS C14 & C15 FOR LAURIE MEADOWS PARK
LANDSCAPING & IRRIGATION SYSTEM MODIFICATIONS
B
S2
B
S2
(N) CONC. ACCESS PAD,
SEE DETAIL 6
D4
102.47
102.60
102.72
102.85
A
C13
A
C13
(N) SCADA POLE & ANTENNAE
SEE ELECTRICAL SHEETS &
STRUCTURAL DETAIL
(E) CONC. CURB & GUTTER, REMOVE
AS NECESSARY FOR CONSTRUCTION.
REPLACE (E) CURB & GUTTER, TYPE A
PER 8
D2
102.29
102.40
#18
(N) ODOR CONTROL EQUIPMENT RECEPT,
SEE ELECTRICAL SHEETS
(N) TRACER WIRE BOX
SEE DETAIL
(N) BOLLARD,
SEE DETAIL 5
D4
102.37
102.48
102.81
102.25
101.92
102.03
102.14
102.36
102.47
1
D4
(N) 8'-0" HORIZONTAL REDWOOD FENCE
SEE DETAILS 9
D5
101.85
101.96
102.06
102.18
(N) PG&E TRANSFORMER,
SEE ELECTRICAL SHEETS
(N) ODOR CONTROL PULL BOX,
SEE ELECTRICAL SHEETS
8
D5
(E) AC PAVEMENT, REMOVE
AND REPLACE AS NECESSARY
FOR CONSTRUCTION
EB-4
B
S2
(E) 10" VCP SS
N2
0
°
7
'
4
0
"
E
E
E
E
E
E
E
E
E
E
(N) ELECTRICAL SERVICE PEDESTAL,
SEE NOTE 1 & ELECTRICAL SHEETS
(N) SECONDARY SERVICE CONDUIT
SEE ELECTRICAL SHEETS
(N) CONC. PAD FOR
TRANSFORMER PER PG&E
GREENBOOK REQUIREMENTS
AND IN ACCORDANCE W/ PG&E
ENGINEERING DRAWINGS FOR
THE ELECTRICAL SERVICE TO
THE PUMP STATION
PAINT 81 LF± OF CURB RED
(E) 1'-0" X 1'-0" CONC.
RETAINING WALL TO REMAIN
(N) PG&E PRIMARY
SERVICE CONDUIT, SEE
ELECTRICAL SHEETS
SHEET ______ OF ______
DR
A
W
N
B
Y
:
J
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.
BENJAMINL.
No.
6
8
8
1
3
CI
LIV
STATEOF
AI NROFILAC
REGISTEREDPROF
REENIGNELANOISSE
SHICK
(7
0
7
)
5
2
8
-
4
8
4
8
SA
N
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A
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A
,
C
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4
0
3
220
0
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,
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1
CO
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47
LA
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A
D
O
W
S
A
N
D
W
O
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B
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I
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BL
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12
/
3
1
/
2
0
13SCALE: 1" = 5'
W
O
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B
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P
L
A
N
SHEET NOTES:
1. A 3-FOOT CLEARANCE IN FRONT OF SERVICE
PEDESTAL AND CONTROL PANEL SHALL BE
MAINTAINED.
2. CONTRACTOR SHALL POTHOLE ALL EXISTING
UTILITIES AT NEW WET WELL, FORCE MAIN, AND
GRAVITY SEWER LOCATIONS PRIOR TO
STARTING EXCAVATION FOR NEW FACILITIES.
CONTRACTOR SHALL NOTIFY THE CITY OF ANY
POTENTIAL ISSUES OR UTILITY CONFLICTS.
3. SEE ELECTRICAL SHEETS FOR ADDITIONAL
IMPROVEMENTS.
C10
5 0 5 10
WOODBRIDGE LIFT STATION
IMPROVEMENTS COORDINATES
COORDINATE # DESCRIPTION NORTHING EASTING
1 CONC. CURB
WALL CORNER 2021206.95 6045260.62
2 CONC. CURB
WALL CORNER 2021218.38 6045237.31
3 FENCE CORNER 2021194.83 6045225.21
4 CONC. CURB
WALL CORNER 2021170.19 6045213.18
5 CONC. CURB
WALL CORNER 2021160.46 6045234.17
6 CENTER OF WET
WELL 2021207.54 6045243.70
7 CENTER OF
VALVE VAULT 2021195.09 6045236.87
8 CENTER OF SITE
LIGHT 2021216.06 6045238.13
9
CORNER OF
TERMINATION
PEDESTAL
2021190.73 6045229.90
10 CORNER OF
CONTROL PANEL 2021184.08 6045242.19
11 CORNER OF
GENERATOR 2021178.34 6045236.59
12
CENTER OF
SCADA POLE &
ANTENNAE
2021165.14
2021178.06
6045238.13
6045215.79
13
CORNER OF
SERVICE
PEDESTAL
2021166.99 6045222.05
14 CENTER OF SITE
LIGHT 2021187.17 6045223.91
15
CORNER OF PG&E
TRANSFORMER
PAD
2021149.54
2021152.15
6045213.48
6045212.85
16 CORNER OF
FENCE 2021184.67 6045243.71
17 CORNER OF
FENCE 2021161.34 6045231.27
18 ODOR CONTROL
PULL BOX
2021171.86
2021178.06
6045215.92
6045219.40
BASED ON
AS-BUILT INFORMATION
PROVIDED BY
PROJECT CONTRACTOR
1
1
1
1
1
1
MODIFY (E) SSMH 600-06
PER
(E) 10" VCP SS
(N) VALVE VAULT DRAIN,
SEE DETAIL
(E) 10" VCP SS
(N) 12" PVC SS @ 0.005, SEE SHEET C4
4
D1
2'-6"
1'-0"±
6'-5"±
(N) 6" DIP,
FL X FL
(N) 2" AIR RELEASE VALVE,
SEE DETAIL 4
D4
(N) 6" RESTRAINED FLEX CPLG
(TYP OF 2)
(N) 8" PVC SSFM
5'-3
"
±
(N) 8" DI 45° ELL
MJ, NOTE 1
4'-0"±
A
C13
2'-2"±
INV: 84.75
INV: 84.47
B
C13
AC1
2
AC13
(N) PRESSURE GAUGE
PER DETAIL
(N) SUBMERSIBLE PUMP (TYP OF 2)
SEE DETAIL FOR MOUNTING DETAIL3
D2
INSTALL (N) INFLUENT BAFFLE,
SEE DETAIL 3
D4
(N) CONCRETE CURB TYPE E
PER DETAIL 8
D2
REMOVE ( E) SIDEWALK AS NECESSARY FOR
CONSTRUCTION. REPLACE (E) SIDEWALK
PER DETAIL 9
D2
(N) CONC. RETAINING WALL
PER DETAIL
(N) 6" CHECK VALVE
(TYP OF 2)
(N) 6" GATE VALVE
(TYP OF 2)
(N) 6" BYPASS CONNECTION
(N) 8'-0" ∅ PRECAST WET WELL
NOTE 2
(N) PRECAST VALVE VAULT
C
S2
1
D5
(E) AC PAVEMENT, REMOVE & REPLACE
AS NECESSARY FOR CONSTRUCTION
(N) 6" RESTRAINED FLEX CPLG
(N) 6" x 8" DI ECCENTRIC
REDUCER, FL,
NOTE 5
(N) 8'-0" HORIZONTAL
REDWOOD FENCE
SEE DETAIL 9
D5
APPROXIMATE LIMITS OF
(N) CONC. ACCESS PAD
SEE DETAIL 6
D4
(N) 6" DI 22.5° ELL, FL
(N) 8" RFCA
(N) 8" PVC SSFM,
SEE SHEET C4
(N) 6" DI 11.25°
ELL, FL
(N) 6" DIP,
FL X PE
(E) LAURIE MEADOWS PARK
LANDSCAPING AND IRRIGATION NOTE
SHOWN SEE SHEETS C10 AND C15
(N) 6" X 6" X 6" TEE, FL
(TYP OF 2)
LIMITS OF CHAMFER
SEE DETAIL 2
D2
(N) HOSE BIB
PER DETAIL 7
D4
(N) 6" DI, FL X PE
(N) CONCRETE CURB TYPE A
PER DETAIL 8
D2
ADDITIONAL PUMP
STATION EQUIPMENT
NOT SHOWN, SEE
SHEETS C10
SHEET ______ OF ______
DR
A
W
N
B
Y
:
J
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N
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DR
A
W
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N
o
.
BENJAMINL.
No.
6
8
8
1
3
CI
LIV
STATEOF
AI NROFILAC
REGISTEREDPROF
REENIGNELANOISSE
SHICK
(7
0
7
)
5
2
8
-
4
8
4
8
SA
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220
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SCALE: 1" = 4'
C11
SHEET NOTES:
1. ALL MJ FITTINGS AND UNRESTRAINED JOINTS SHALL BE RESTRAINED
WITH EBAA 2000 PV MEGALUGS OR APPROVED EQUAL.
2. ALL INTERIOR SURFACES OF THE WET WELL CONCRETE STRUCTURE
SHALL BE COATED PER SPECIFICATION SECTION 09900. COATING SHALL
BE APPLIED AFTER THE WET WELL STRUCTURE IMPROVEMENTS ARE
COMPLETE AND PRIOR TO INSTALLATION OF EQUIPMENT.
3. ALL GATE VALVES SHALL HAVE HAND WHEELS.
4. ALL HARDWARE SHALL BE TYPE 316 STAINLESS STEEL. ALL NEW DUCTILE
IRON PIPE, FITTINGS, AND VALVES SHALL BE EPOXY LINED AND COATED.
5. INSTALL ECCENTRIC REDUCER W/ FLAT SIDE UP.
6. SEE PIPE MATERIALS NOTES ON SHEET T2.
7. SEE SHEET C10 FOR ADDITIONAL IMPROVEMENTS & REQUIREMENTS.
T
RELAECIVRES
UNDERGRO NU D
LLAC GIDUOYEBEFOR
ASU
4 0 4 8
BASED ON
AS-BUILT INFORMATION
PROVIDED BY
PROJECT CONTRACTOR
1
LOW LEVEL ALARM EL. 79.95
PUMP OFF LEVEL EL. 80.45
PUMP ON LEVEL EL. 83.45
HIGH LEVEL ALARM EL. 83.95
(N) PRECAST CONC. VALVE VAULT
EL. 77.95
(N) 6" RESTRAINED FLEX CPLG
(TYP OF 2)
0'-6" TYP
4'-4"
9'-6"
MIN, NOTE 5
EL. 94.36
(N) 6" 90° DI ELL, MJ X FL
(TYP OF 2)
(N) INFLUENT SEWER
INV = 84.47 (12" IN)
(N) 2" SS GUIDE RAIL
INTERMEDIATE RAIL SUPPORT AT MID-SPAN OF
RAILS PER PUMP MFR RECOMMENDATIONS
DISCHARGE PIPE SUPPORT
SEE DETAIL 8
D1
(N) WET WELL CHAMFER
SEE DETAIL
(N) 6" CHECK VALVE
(TYP OF 2)
(N) 6" DIP, FL X PE
(TYP OF 2)
(N) 18" MIN. OF CRUSHED
ROCK, EXTEND TO LIMITS OF
EXCAVATION, ENCAPSULATE
W/ STABILIZATION FABRIC
(N) PIPE PENETRATION
SEE DETAIL , TYP6
D1
(N) 6" GATE VALVE
(TYP OF 2)
(N) 6" GATE VALVE
2
D2
(N) CRUSHED ROCK DRAIN ROCK, EXTEND
TO LIMITS OF EXCAVATION, ENCAPSULATE
W/ STABILIZATION FABRIC
NOTE 5
(N) ANCHORS (TYP) 12" OC IN EACH
DIRECTION 6" MIN EMBEDMENT
SEE DETAIL 7
D1
(N) 8'-0" Ø PRECAST CONC. WET WELL
FLOAT SWITCH
(TYP OF HIGH AND LOW LEVEL)
SEE ELECTRICAL SHEETS
(N) 6" DIP FL X PE
(TYP OF 2)
5'-10"±
0'-6" TYP.
1'-6"
MIN.
SEE SHEET NOTE 2
(N) 7'-0" X 4'-0" DOUBLE LEAF ACCESS HATCH
SEE DETAIL
(N) CONC. PAD
SEE DETAIL
EL. 95.53
INSTALL (N) INFLUENT BAFFLE
SEE DETAIL 3
D4
1
D1
SLOPE FLOOR TO DRAIN
(N) 6" STAINLESS STEEL
FLANGED CAM & GROOVE
FITTING W/ DUST CAP
BACKFILL EXCAVATION W/
CLSM OR CLASS II AB
BACKFILL EXCAVATION W/
CLSM OR CLASS II AB
(N) 6" DIP FL X PE
(TYP OF 2)
(N) 6'-0" X 4'-0" DOUBLE LEAF ACCESS HATCH
SEE DETAIL 1
D1
45
°
6
D4
65°
(N) VALVE VAULT DRAIN,
SEE DETAIL 4
D1
(N) 4" FLEX CPLG
NOTE 6
EL. 102.50
1
D2
(N) PIPE FLANGE SUPPORT
(TYP OF 3) SEE DETAIL
(N) SUBMERSIBLE PUMP (TYP OF 2)
SEE DETAIL FOR MOUNTING DETAIL3
D2
EL. 102.50
SHEET ______ OF ______
DR
A
W
N
B
Y
:
J
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6
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8
8
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:
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SU
B
M
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A
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:
B
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DA
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:
0
6
/
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/
1
9
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I
O
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RE
V
.
N
O
.
DR
A
W
I
N
G
N
o
.
BENJAMINL.
No.
6
8
8
1
3
CI
LIV
STATEOF
AI NROFILAC
REGISTEREDPROF
REENIGNELANOISSE
SHICK
(7
0
7
)
5
2
8
-
4
8
4
8
SA
N
T
A
R
O
S
A
,
C
A
9
5
4
0
3
220
0
R
A
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Sc
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A
N
D
W
O
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B
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:
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W
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A
C12SCALE: 1" = 2'
C12
SHEET NOTES:
1. ALL MJ FITTINGS AND UNRESTRAINED JOINTS SHALL BE
RESTRAINED WITH EBAA MEGALUGS OR APPROVED
EQUIVALENT.
2. ALL INTERIOR SURFACES OF THE WET WELL CONCRETE
STRUCTURE SHALL BE COATED PER SPECIFICATION
SECTION 09900. COATING SHALL BE APPLIED AFTER THE
WET WELL STRUCTURE IMPROVEMENTS ARE COMPLETE
AND PRIOR TO INSTALLATION OF EQUIPMENT.
3. ALL GATE VALVES SHALL HAVE HAND WHEELS.
4. ALL HARDWARE SHALL BE TYPE 316 STAINLESS STEEL.
ALL NEW DUCTILE IRON PIPE, FITTINGS, AND VALVES
SHALL BE EPOXY LINED AND COATED.
5. EXCAVATION SHALL EXTEND BELOW BOTTOM OF BAY
MUD. REFER TO SPECIFICATIONS FOR ADDITIONAL
INFORMATION.
6. COUPLING FOR VALVE VAULT DRAIN SHALL BE FERNCO
STOCK COUPLING 1056 SERIES OR APPROVED EQUAL.
1"0
THE BAR BELOW IS 1" ON THE
ORIGINAL DRAWING. IF THIS DRAWING
SCALES OTHERWISE, ADJUST THE
SCALE ACCORDINGLY
T
RELAECIVRES
UNDERGRO NU D
LLAC GIDUOYEBEFOR
ASU
WOODBRIDGE PUMP NOTES:
PUMPS SHALL BE INDUSTRIAL SEWAGE PUMPS, RATED FOR
USE IN CLASS 1, DIVISION 1, GROUP D LOCATIONS. PUMPS
SHALL BE SUPPLIED WITH INTEGRAL MOISTURE AND
TEMPERATURE SENSORS. PUMPS SHALL BE FLYGT MODEL NP
3153 MT WITH THE FOLLOWING CHARACTERISTICS (SEE
TECHNICAL SPECIFICATIONS FOR ADDITIONAL
REQUIREMENTS):
VOLTAGE: 230V, AC, 60 Hz
PHASES: THREE (3)
HORSEPOWER: 12
IMPELLER DIAMETER: 7.64 INCHES (194 MM)
IMPELLER TYPE: HARD IRON N-IMPELLER
RATING POINT: 769 GPM AT 36 FEET OF HEAD
DISCHARGE SIZE: 6 INCHES
THE CITY HAS STANDARDIZED THE PUMP MANUFACTURER,
NO SUBSTITUTIONS WILL BE ACCEPTED.
BASED ON
AS-BUILT INFORMATION
PROVIDED BY
PROJECT CONTRACTOR
1
(E) AC PAVEMENT, REMOVE & REPLACE
AS NECESSARY FOR CONSTRUCTION
(N) CONC. COLLAR
2- (E) 10" VCP SS
INV = 85.00
EL. 83.22
EL. 84.75
GROUT IN PLACE AND
INSTALL PVC MANHOLE
WATER STOP RING AS
SUPPLIED BY PIPE MFR
(N) 8'-0" Ø WET WELL
SEE SECTION A
C12
FORM (N) INVERT W/ CONC.
PER DETAIL 3
D3
EL. 84.47
EL. 102.50
COAT (E) WET WELL
PER SPECIFICATION
SECTION 09900
CUT OFF ALL (E)
LADDER RUNGS BURN
BACK AND PATCHFILL (E) PENETRATIONS W/
NON-SHRINK GROUT, TYP
(E) 5'-0" Ø SSMH 600-06
INSTALL (N) INFLUENT BAFFLE,
SEE DETAIL 3
D4
56 L.F ± OF (N) 12" PVC SS, S = 0.005
GROUT IN PLACE AND INSTALL PVC MANHOLE
WATER STOP RING AS SUPPLIED BY PIPE MFR
REMOVE (E) FRAME & LID. REPLACE
PER DETAIL &6
D3
3
D3
EL. 101.99
(N) 7'-0" X 4'-0" DOUBLE
LEAF ACCESS HATCH
SEE DETAIL
(N) 2" AIR RELEASE VALVE,
SEE DETAIL
(N) ANCHOR (TYP) MIN OF 4
EVENLY SPACED W/ 3" MIN
EMBEDMENT SEE DETAIL
GROUT BETWEEN BASE ELBOW AND CONC.
BASE AS REQ'D TO SET FINAL ELEVATION
7
D1
(N) PIPE FLANGE SUPPORT
(TYP OF 3) SEE DETAIL1
D2
(N) 6" X 6" X 6" TEE,
FL (TYP OF 2)
(N) 6" BASE ELL, FL SET INTO
CONC. BASE W/ 12" X 5" SS EPOXY
ANCHOR BOLTS W/ LOCKWASHER
1
D1
0'-6"
8'-5"±
(N) 6" GATE VALVE
4
D4
(N) PRESSURE GAUGE CONNECTION,
SEE DETAIL
(N) 6" RESTRAINED FLEX CPLG
(N) 6" X 6" X 2" DI TEE, FL
(N) 6" DIP FL X FL,
L = 1'-2"±
(N) 6" DI, FL X PE
(N) 6" GATE VALVE
PIPE PENETRATION
SEE DETAIL , TYP6
D1
1
D5
SHEET ______ OF ______
DR
A
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BENJAMINL.
No.
6
8
8
1
3
CI
LIV
STATEOF
AI NROFILAC
REGISTEREDPROF
REENIGNELANOISSE
SHICK
(7
0
7
)
5
2
8
-
4
8
4
8
SA
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A
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220
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A
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O
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A
C13SCALE: NTS
B
C13SCALE: 1" = 4'
C13
1"0
THE BAR BELOW IS 1" ON THE
ORIGINAL DRAWING. IF THIS DRAWING
SCALES OTHERWISE, ADJUST THE
SCALE ACCORDINGLY
T
RELAECIVRES
UNDERGRO NU D
LLAC GIDUOYEBEFOR
ASU
BASED ON
AS-BUILT INFORMATION
PROVIDED BY
PROJECT CONTRACTOR
1
W
W
W
W
WW
W
W
W
W
W
W
WWW
WWW
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
CA
T
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CA
T
V
CA
T
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CA
T
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WO
O
D
B
R
I
D
G
E
C
I
R
C
L
E
LAURIE MEADOWS PARK,
PROTECT (E) LANDSCAPING &
IRRIGATION IN-PLACE, UNO
100 WOODBRIDGE CIRCLE
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
REMOVE (E) 34" SCH 40 PVC DRIP HEADER
REMOVE (E) FLUSH VALVE
REMOVE (E) BUSH
REMOVE (E) 2" TREE
REMOVE (E) BUSH
REMOVE (E) 34" SCH 40 PVC DRIP HEADER
WOODBRIDGE CIRCLE ROW
LIMITS OF DISTURBANCE
REMOVE (E) 12" SCH 40 PVC DRIP HEADER
REMOVE (E) LATERAL/HEADER CONNECTION
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
XXXXXXXXXXXXXXXXXXXXXXXXXXXXX
REMOVE (E) BUSH
REMOVE (E) 12" SCH 40 PVC DRIP HEADER
103.2
102.8 103.0
104.2
102.9
103.2103.7
104.3
103.0
104.1
104.1
103.4
103.7
102.9
102.8
102.5
XXXXXXXXXXXXXXXX
REMOVE (E) LATERAL/HEADER CONNECTION
REMOVE (E) FLUSH VALVE
REMOVE (E) DRIP CONTROL VALVE ASSEMBLY
REMOVE (E) FLUSH VALVE
(E) WOODBRIDGE LIFT STATION, SEE SHEETS C8
REMOVE (E) 34" SCH 40 PVC DRIP HEADER
REMOVE (E) LATERAL/HEADER CONNECTION
REMOVE (E) 114" SCH 40 PVC DRIP HEADER
SHEET ______ OF ______
DR
A
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N
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DR
A
W
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G
N
o
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BENJAMINL.
No.
6
8
8
1
3
CI
LIV
STATEOF
AI NROFILAC
REGISTEREDPROF
REENIGNELANOISSE
SHICK
(7
0
7
)
5
2
8
-
4
8
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8
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B
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SCALE: 1" = 5'
LA
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C14
SHEET NOTES:
1. CONTRACTOR SHALL RESTORE ALL LANDSCAPING AND
IRRIGATION DISTURBED DURING CONSTRUCTION TO
PRE-CONSTRUCTION CONDITIONS.
2. CONTRACTOR SHALL REMOVE (E) DRIP HEADERS AND
IRRIGATION SYSTEM AS NECESSARY FOR CONSTRUCTION
OF IMPROVEMENTS.
3. CONTRACTOR SHALL COORDINATE IRRIGATION SHUTOFF
AND STARTUP WITH THE CITY OF SAN MATEO'S PARKS
DEPARTMENT, PRIOR TO CONSTRUCTION.
5 0 5 10
BASED ON
AS-BUILT INFORMATION
PROVIDED BY
PROJECT CONTRACTOR
W
W
W
W
W
W
W
W
W
W
W
W
W
SS
SS
SS
SS
SS
SS
SS
SS
SS
CA
T
V
CA
T
V
CA
T
V
CA
T
V
CA
T
V
CA
T
V
CA
T
V
CA
T
V
CA
T
V
CA
T
V
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SS
SS
SS
SS
SS
201 WOODBRIDGE CIRCLE
(N) SPRAY HEADER CONNECTION
SEE NOTE 2, 3, & DETAIL2
D5
100 WOODBRIDGE CIRCLE
(E) FLUSH VALVE, TYP
WO
O
D
B
R
I
D
G
E
C
I
R
C
L
E
WOODBRIDGE CIRCLE ROW
SS
SS
SS
SS
SS
F
M
SS
F
M
SS
F
M
SS
F
M
SS
F
M
SS
F
M
WOODBRIDGE CIRCLE ROW
(N) FLUSH VALVE
SEE NOTE 6, 8, & DETAIL
(N) SPRAY HEADER CONNECTION
SEE NOTE 2, 4, & DETAIL2
D5
SEE SHEET C10 FOR IMPROVEMENTS TO LIFT STATION
(N) FLUSH VALVE
SEE NOTE 6, 8, & DETAIL3
D5
3
D5
(N) HOSE BIB & WATER SERVICE
SEE DETAIL &7
D4
4
D5
W
W
W
W
W
W
W
W
W
WWW
W WW
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
(N) DRIP CONTROL VALVE ASSEMBLY
SEE NOTE 8 & DETAIL6
D5
(N) SPRAY HEADER CONNECTION
SEE NOTE 2, 3, & DETAIL2
D5
(N) SPRAY HEADER CONNECTION
SEE NOTE 2, 3, & DETAIL2
D5
110L.F. ± OF (N) 114" SCH 40 PVC LATERAL PIPE,
NOTE 1 & 7
(N) SPRAY HEADER CONNECTION
SEE NOTE 2, 4, & DETAIL2
D5
(E) LAURIE MEADOWS PARK IRRIGATION
SYSTEM TO BE PROTECTED
THROUGHOUT CONSTRUCTION
(N) SPRAY HEADER CONNECTION
SEE NOTE 2, 4 & DETAIL2
D5
(E) FLUSH VALVE, TYP
(E) DRIP CONTROL
VALVE ASSEMBLY
26 L.F.± OF (N) 112" SCH 40 PVC LATERAL PIPE,
NOTE 1 & 7
LIMITS OF DISTURBANCE
CONNECT (E) 112" SCH 40 PVC
LATERAL PIPE TO (N) 112" SCH 40
PVC LATERAL PIPE PER DETAIL7
D5
(E) 72" RCP SD
NOTE 9
EB-4
(N) SPRAY HEADER CONNECTION
SEE NOTE 2, 4, & DETAIL2
D5
SHEET ______ OF ______
DR
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N
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DR
A
W
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N
o
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BENJAMINL.
No.
6
8
8
1
3
CI
LIV
STATEOF
AI NROFILAC
REGISTEREDPROF
REENIGNELANOISSE
SHICK
(7
0
7
)
5
2
8
-
4
8
4
8
SA
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A
,
C
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LA
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A
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S
A
N
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W
O
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B
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LIF
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12
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0
18
SCALE: 1" = 10'
LA
U
R
I
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M
E
A
D
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S
P
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A
N
SHEET NOTES:
1. EXCAVATIONS FOR SPRAY HEADER & LATERAL PIPES SHALL BE COMPLETED PER .
2. IRRIGATION SPRAY HEADER SHALL HAVE A SPRAY RANGE OF 13-FEET TO 18-FEET. SPRAY
HEADERS SHALL BE INSTALLED PER .
3. SPRAY HEADERS SHALL BE RAINBIRD 1804-SAM-PRS-R13-18H, OR APPROVED EQUAL.
4. SPRAY HEADERS SHALL BE RAINBIRD 1804-SAM-PRS-R13-18F, OR APPROVED EQUAL.
5. ALL IRRIGATION LATERAL PIPES CUT & REMOVED AS NECESSARY FOR CONSTRUCTION
IMPROVEMENTS SHALL BE CONNECTED TO THE (N) IRRIGATION LATERAL PIPES PER DETAIL .
6. (N) FLUSH VALVES SHALL BE QUICK COUPLING FLUSH VALVE MADE BY RAINBIRD, MODEL 33-DRC OR
APPROVED EQUAL. FLUSH VALVES SHALL BE INSTALLED AT THE LOW END OF THE LATERAL PIPE.
7. (N) LATERAL PIPE SHALL BE INSTALLED 12-INCH± FROM THE BACK OF THE (N) CONC. CURB WALL.
8. CONTRACTOR SHALL COORDINATE LOCATION OF (N) FLUSH VALVE & (N) DRIP CONTROL VALVE
ASSEMBLY W/ CITY OF SAN MATEO'S PARKS DEPARTMENT.
9. CONTRACTOR SHALL RESTORE & REPLACE ANY DAMAGED OR REMOVED WOOD CHIPS AND
LANDSCAPING IN-KIND.
C15
10 0 10 20
7
D5
2
D5
4
D5
BASED ON
AS-BUILT INFORMATION
PROVIDED BY
PROJECT CONTRACTOR
1
1
CL (N) 8'-0" Ø PRECAST WET WELL
CL
0'-10"
CL OF DISCHARGE
FLYGT REFERENCE LINE
34" Ø ANCHOR BOLT
(4 PER PUMP)
0'-438"
0'-11"
0'-5"
1'-4"±
0'-10"
0'-5 12"
1" x 6"
THREAD STUD
2" SCH 40
GALV STL PIPE
1/2" x 5" SS
EPOXIED ANCHOR
BOLT W/ LOCKWASHER,
TYP OF 4 PER SUPPORT
NOTE: EXPOSED PIPE FLANGE SUPPORT METAL SHALL BE HOT
DIPPED GALVANIZED STEEL PER ASTM SPECIFICATION A-123.
8" x 8"
2 1/2" x 1/2"
CRADLE PLATE
1" x 1/4"
SEISMIC TABS
2" COLLAR ASSEMBLY
BASE ASSEMBLY
MIN 1"
GROUT
6'-0"±
CL
CL
NOTE:
INSTALL REBAR ANCHORS FOR ALL
CONCRETE CHAMFERS. REBAR
ANCHORS SHALL BE INSTALLED PER
SECTION & DETAIL .
4'-
1
"
±
1'-0"±
1'-
2
"
±
LIMITS OF NEW GROUT
CHAMFER, TYP
(N) 8'-0" Ø PRECAST WET WELL
7
D1
A
C12
1'-0"±
2'-
6
"
±
1'-
8
"
1'-6"1'-0"1'-6"1'-0"
CONSTRUCTION JOINT WITH #4 DOWELS
SEE NOTE 2
(TYP)CONTRACTION JOINT
(TYP) PATTERN TO
MATCH ADJACENT
SEE NOTE 4
DEEP JOINT EVERY 20'
SEE NOTE 4
SAWCUTA
A
NOTES:
1.PRIOR TO BEGINNING ANY WORK, AN ENCROACHMENT PERMIT SHALL BE OBTAINED.
2.12" #4 REBAR DOWELS, 6" MINIMUM DEPTH INTO EXISTING OR NEW SIDEWALK. DO NOT
DOWEL PRIVATE IMPROVEMENTS INTO PUBLIC IMPROVEMENTS.
3.6" MINIMUM CLASS 2 A.B. COMPACTED TO 90%.
4.1/2" DEEP CONTRACTION JOINTS AT 20', 1/4" DEEP CONTRACTION JOINTS AT 10' SIDEWALK
SHALL BE SCORED TO MATCH CONTIGUOUS EXISTING SIDEWALK.
5.ALL CONCRETE SHALL BE 6 SACK 3/4" WITH ONE POUND OF LAMP BLACK PER CUBIC YARD.
6.ASPHALT TO BE HOT MIX ASPHALT 1/2" FINE.
7.4" THICK SIDEWALK FOR VERTICAL CURB, 6" THICK SIDEWALK FOR ROLLED CURB.
SECTION A-A
CLASS 2 AB
SEE NOTE 3
SLOPE 1/4" PER FOOT
#4 DOWEL
SEE NOTE 2
SEE DETAIL
SIDEWALK TO BE
POURED MONOLITHIC
WITH CURB & GUTTER
60" OR MATCH EXISTING
12"2"
8
D2NOTE 7
HOT MIX ASPHALT SEE NOTE 6
GUTTER
CURB
NOTES:
1.PRIOR TO BEGINNING ANY WORK, AN ENCROACHMENT PERMIT SHALL BE OBTAINED.
2.12" #4 REBAR DOWELS, 6" MINIMUM DEPTH INTO EXISTING SIDEWALK, CURB & GUTTER. DO NOT
DOWEL PRIVATE IMPROVEMENTS INTO PUBLIC IMPROVEMENTS.
3.6" MINIMUM CLASS 2 A.B. COMPACTED TO 90%.
4.1/2" DEEP CONTRACTION JOINTS AT 20', 1/4" DEEP CONTRACTION JOINS AT 10'.
5.ALL CONCRETE SHALL BE 6 SACK 3/4" WITH ONE POUND LAMP BLACK PER CUBIC YARD. FINISH
TO BE UNIFORM FINE BROOMED TEXTURE.
6.ASPHALT TO BE HOT MIX ASPHALT 1/2" FINE.
7.UNLESS OTHERWISE NOTED, ALL RADII TO BE 1/2".
8.EXISTING SURFACES FOR ASPHALT CONTACT SHALL BE COATED WITH AN ASPHALT EMULSION
PRIOR TO ASPHALT PATCHING/PAVING.
12"
6"
6"
12"
12"SAW-CUT14"
112"
LIP OF GUTTER
A
A
ASPHALT REPAIR AT GUTTER
(TYP)
TYPE E CURB
SECTION B-B
B
B
6"1'-6"12"
6"12"
6"
112"
TYPE A CURB
SECTION A-A
LIP OF GUTTER
SEE NOTE 2
(TYP.)
6" DEEP ASPHALT IN
TWO 3" LIFTS
EXISTING
STREET
SEE NOTE 2 (TYP.)
6"
912"
2'-0"
412"R6"
512"
SEE NOTE 3
5"
SEE NOTE 3
LIP OF GUTTER
ARV
ANVIL FIG. 290
WELDLESS EYE NUT
CONCRETE WALL
3"
1" Ø GALV. ALL-THREAD
NOTE: ALL HARDWARE
SHALL BE HOT-DIPPED
GALVANIZED. CLAMP
BOLTS AND NUTS
SHALL BE ZINC PLATED.
EPOXY IN PLACE
LOCATE AS REQ'D
ANVIL FIG. 295 DOUBLE
BOLT PIPE CLAMP,
WRAP IN PVC TAPE
(N) 10 PVC SS
(N) 8" PVC SSFM
STREET GRADE
(N) 10 PVC SS
(N) 8" PVC SSFM
STREET GRADE
12" MIN (TYP)
SEE NOTE 1
6" MIN., SEE NOTE 7
6" MIN.,
SEE NOTE 7
6" MIN.,
12" MAX
6" MIN.,
12" MAX
12" MIN (TYP)
SEE NOTE 1 MA
T
C
H
E
X
I
S
T
I
N
G
(M
I
N
4
"
A
C
)
(E
)
P
A
V
E
M
E
N
T
& B
A
S
E
6" MIN.,
12" MAX
6" MIN.,
12" MAX
NOTES:
1.THE 12" BENCH SECTION FOR PAVEMENT SHALL BE CUT AND REMOVED IMMEDIATELY PRIOR TO FINISH PAVING OPERATIONS.
2.EXCAVATION SHALL EXTEND BELOW BOTTOM OF BAY MUD. PER GEOTECHNICAL REPORT, BORINGS INDICATE BAY MUD EXTENDS 13'-0" TO
17'-6" BELOW EXISTING GRADE. REFER TO SPECIFICATIONS AND SEE SHEETS C2 THROUGH C5 FOR ADDITIONAL INFORMATION.
3.PLACE WARNING TAPE 14" ABOVE NEW SANITARY SEWER FORCE MAIN.
4.TAPE LOCATOR WIRE TO THE TOP OF NEW SANITARY SEWER FORCE MAIN. A TRACER WIRE CONNECTION TERMINAL BOX SHALL BE INSTALLED
SEE DETAIL 1 ON SHEET D4.
5.CONTRACTOR HAS THE OPTION TO COMPLETE TRENCH EXCAVATION UTILIZING OPTION A OR OPTION B FOR SITUATIONS IN WHICH THE NEW
SANITARY SEWER FORCE MAIN AND GRAVITY MAIN ARE PARALLEL, BETWEEN STATIONS 4+34 TO 12+73.
6.CONTRACTOR SHALL INSTALL CRUSHED ROCK CONSOLIDATED IN PLACE WITH VIBRATORY EQUIPMENT AND ENCAPSULATE IN STABILIZATION
FABRIC.
7.IF THE EXCAVATION EXTENDS THROUGH BAY MUD AND THE BOTTOM IS STABLE, 6" OF CRUSHED ROCK BELOW THE BOTTOM OF THE PIPE IS
REQUIRED. ADDITIONAL OVER EXCAVATION IS REQUIRED IF THE BOTTOM OF THE EXCAVATION IS NOT STABLE. IF THE EXCAVATION DOES NOT
EXTEND THROUGH BAY MUD DETAIL 1 ON SHEET D3 SHALL BE USED.
MATCH (E) THICKNESS, 6" MIN,
CLASS II AB, 95% COMPACTED MATCH (E) THICKNESS, 6" MIN,
CLASS II AB, 95% COMPACTED
TRENCH BACKFILL,
COMPACTED TO 95% RC
LOCATOR WIRE
(SEE NOTE 4)
WARNING TAPE
(SEE NOTE 3)
WARNING TAPE
(SEE NOTE 3)LOCATOR WIRE
(SEE NOTE 4)
6" MIN., SEE NOTE 7
OPTION A OPTION B
MA
T
C
H
E
X
I
S
T
I
N
G
(M
I
N
4
"
A
C
)
(E
)
P
A
V
E
M
E
N
T
& B
A
S
E
SEE NOTE 2 & 6
SEE NOTES 2 & 6
TRENCH BACKFILL,
COMPACTED TO 95% RC
NOTE 7
REMOVE (E) ACCESS HATCH
SAW-CUT (E) RAISED
CONC. FRAME FLUSH W/
TOP OF (E) WET WELL,
AND GROUT SMOOTH
PLUG (E) ACCESS HATCH
OPENING W/ CONC.
INSTALL #4 REBAR @ 8"
OC EACH WAY DOWEL 4"
MIN INTO (E) CONC.
WITHIN (E) ACCESS HATCH
1'-0"
REMOVE (E) VENT
SAW-CUT (E) VENT FLUSH
W/ TOP OF (E) WET WELL
PLUG (E) VENT
OPENING W/ CONC.
INSTALL (N) 18" X 18" X 12" SS PLATE
INSTALL FOUR 12" X 5" SS
THREADED RODS &
NUTS, EMBED 3" MIN.
INTO (E) CONC., EPOXY
1'-0"
3
D2SCALE: NTS
SHEET ______ OF ______
DR
A
W
N
B
Y
:
J
.
O
N
D
R
A
C
E
K
DE
S
I
G
N
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D
B
Y
:
J
.
O
N
D
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A
C
E
K
QC
C
H
E
C
K
E
D
B
Y
:
B
.
S
H
I
C
K
PR
O
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E
C
T
N
o
.
4
6
9
9
8
8
SC
A
L
E
:
A
S
S
H
O
W
N
SU
B
M
I
T
T
A
L
:
B
I
D
S
E
T
DA
T
E
:
0
6
/
1
2
/
1
9
DA
T
E
BY
DE
S
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R
I
P
T
I
O
N
RE
V
.
N
O
.
DR
A
W
I
N
G
N
o
.
BENJAMINL.
No.
6
8
8
1
3
CI
LIV
STATEOF
AI NROFILAC
REGISTEREDPROF
REENIGNELANOISSE
SHICK
(7
0
7
)
5
2
8
-
4
8
4
8
SA
N
T
A
R
O
S
A
,
C
A
9
5
4
0
3
220
0
R
A
N
G
E
A
V
E
N
U
E
,
S
T
E
2
0
1
CO
N
S
U
L
T
I
N
G
C
I
V
I
L
E
N
G
I
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E
E
R
S
Sc
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a
a
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W
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47
LA
U
R
I
E
M
E
A
D
O
W
S
A
N
D
W
O
O
D
B
R
I
D
G
E
LIF
T
S
T
A
T
I
O
N
P
R
O
J
E
C
T
CIT
Y
P
R
O
J
E
C
T
N
O
.
:
4
6
9
9
8
8
DA
T
E
:
0
6
/
1
2
/
1
9
DA
T
E
:
0
6
/
1
2
/
1
9
1
RE
C
O
R
D
D
R
A
W
I
N
G
S
BL
S
12
/
3
1
/
2
0
20
1
D2SCALE: NTS
2
D2SCALE: NTS
D
E
T
A
I
L
S
9
D2SCALE: NTS
D2
1"0
THE BAR BELOW IS 1" ON THE
ORIGINAL DRAWING. IF THIS DRAWING
SCALES OTHERWISE, ADJUST THE
SCALE ACCORDINGLY
8
D2SCALE: NTS
4
D2SCALE: NTS
7
D2SCALE: NTS
6
D2SCALE: NTS
5
D2SCALE: NTS
BASED ON
AS-BUILT INFORMATION
PROVIDED BY
PROJECT CONTRACTOR
A A
SHE
L
F
SHE
L
F
SHELF
STREET GRADE
CONC. COLLAR FLUSH
AT AC SURFACE
VA
R
I
E
S
VA
R
3"
62" MIN
5" MIN4'-0"
12
"
M
I
N
18
"
M
A
X
6"
M
I
N
6"
PRECAST CONC.
SECTIONS
CONCRETE
(POURED IN PLACE)
PRECAST CONC. CONE
STANDARD TYPE "B" FRAME AND COVER
PER DETAIL
4'-0"
12"
MIN
18
"
M
I
N
NO
T
E
1
CRUSHED ROCK ENCAPSULATED
IN STABILIZATION FABRIC
NOTES:
1.IF THE EXCAVATION EXTENDS THROUGH BAY MUD AND THE BOTTOM IS STABLE, 18" MINIMUM OF CRUSHED ROCK
BELOW THE MANHOLE IS REQUIRED. ADDITIONAL OVER EXCAVATION MAY BE REQUIRED IF THE EXCAVATION DOES
NOT EXTEND THROUGH BAY MUD OR IF THE BOTTOM OF THE EXCAVATION IS NOT STABLE.
2.CONCRETE SLAB AROUND CASTING SHALL BE A CONCENTRIC CIRCLE IN STREETS.
3.CONCRETE SLAB AROUND CASTING SHALL BE SQUARE.
4.TAPER "SHELF" 12" PER FOOT TOWARDS CHANNEL.
5.IF NEW PIPE IS PLASTIC USE PVC MANHOLE WATER STRIP RING AS SUPPLIED BY PIPE MANUFACTURER.
SECTION A-A
6
D3
NOTE: PINKERTON FOUNDRY MODEL A-640, PHOENIX IRON WORKS MODEL P-1001 OR APPROVED EQUAL.
PLAN
SECTION
FRAME
COVER MACHINED
FOR PERFECT
NO-ROCK FIT
1'' BLIND PICK HOLE
PICK HOLE
1" BLIND PICK HOLE
A.S.T.M. GRID PATTERN
SEWER
MACHINED
SURFACES
1/64"
2614"
2538"
25 132"
138"
24"
3112"
1"
21116"
1"
1 316"
14"
R = 3"412"
916"
118"
NOTES:
1.THIS SHALLOW TRENCH DETAIL SHALL BE USED IN ALL LOCATIONS WHERE THE EXCAVATION
FOR NEW FORCE MAIN OR GRAVITY SEWER MAIN DOES NOT EXTEND COMPLETELY THROUGH
THE BAY MUD LAYER. ESTIMATED LOCATIONS WHERE THIS DETAIL IS APPLICABLE ARE
INDICATED ON THE PLANS; HOWEVER, THE ACTUAL LOCATIONS SHALL BE ADJUSTED DURING
CONSTRUCTION BASED ON ACTUAL BAY MUD LEVELS AND FIELD CONDITIONS.
2.THE 12" BENCH SECTION FOR PAVEMENT SHALL BE CUT AND REMOVED IMMEDIATELY PRIOR
TO FINISH PAVING OPERATIONS.
3.CONTRACTOR SHALL OVER EXCAVATE AN ADDITIONAL 18" MIN. AND INSTALL CRUSHED ROCK
ENCAPSULATED IN STABILIZATION FABRIC.
4.PLACE WARNING TAPE 14-INCHES ABOVE TOP OF NEW SANITARY SEWER FORCE MAIN AND
NEW WATER SERVICE.
5.TAPE LOCATOR WIRE TO THE TOP OF NEW SANITARY SEWER FORCE MAIN AND NEW WATER
SERVICE. A TRACER WIRE CONNECTION TERMINAL BOX SHALL BE INSTALLED SEE DETAIL 1 ON
SHEET D4
6.CONTRACTOR MAY ELECT TO EXCAVATE COMPLETELY THROUGH THE BAY MUD TO STABLE
SUBGRADE AND UTILIZE DETAIL 4 ON SHEET D3 W/ CRUSHED ROCK ENCAPSULATED IN
STABILIZATION FABRIC EXTENDING TO THE BOTTOM OF THE EXCAVATION.
OD
12" MIN (TYP)
SEE NOTE 2
(E
)
P
A
V
E
M
E
N
T
& B
A
S
E
SAW CUT
(TYP)
MATCH EXISTING PAVEMENT
THICKNESS (4" MIN)
LIGHTWEIGHT
BACKFILL
4"
M
I
N
.
6" MIN.,
12" MAX.
NOTE 3
18" MIN.
LOCATOR WIRE
(SEE NOTE 5)
WARNING TAPE
(SEE NOTE 4)
MATCH (E) THICKNESS, 6" MIN,
CLASS II AB, 95% COMPACTED
NOTES:
1.THE 12" BENCH SECTION FOR PAVEMENT SHALL BE CUT AND REMOVED IMMEDIATELY PRIOR
TO FINISH PAVING OPERATIONS.
2.EXCAVATION SHALL EXTEND BELOW BOTTOM OF BAY MUD. REFER TO SPECIFICATIONS AND
SHEETS C2 THROUGH C5 FOR ADDITIONAL INFORMATION.
3.WRAP BEDDING MATERIAL IN STABILIZATION FABRIC.
4.PLACE WARNING TAPE 14" ABOVE NEW SANITARY SEWER FORCE MAIN.
5.TAPE LOCATOR WIRE TO THE TOP OF NEW SANITARY SEWER FORCE MAIN. A TRACER WIRE
CONNECTION TERMINAL BOX SHALL BE INSTALLED SEE DETAIL 1 ON SHEET D4
6.SEE DETAIL 7 ON SHEET D2 FOR LOCATION WHERE FORCE MAIN AND GRAVITY MAIN ARE
PARALLEL.
7.IF THE EXCAVATION EXTENDS THROUGH BAY MUD AND THE BOTTOM IS STABLE, 6" OF
CRUSHED ROCK BELOW THE BOTTOM OF THE PIPE IS REQUIRED. ADDITIONAL OVER
EXCAVATION IS REQUIRED IF THE BOTTOM OF THE EXCAVATION IS NOT STABLE. IF THE
EXCAVATION DOES NOT EXTEND THROUGH BAY MUD DETAIL 1 ON SHEET D3 SHALL BE USED.
6"
(
M
I
N
)
12" MIN (TYP)
SEE NOTE 1
6" MIN.
NOTE 2 & 7
6" MIN,
12" MAX
NOTE 6
OD
MATCH EXISTING
(MIN. 6" AC)
(E) PAVEMENT
& BASE
SAW CUT
(TYP)
CRUSHED ROCK CONSOLIDATED IN
PLACE WITH VIBRATORY EQUIPMENT.NOTE 3
TRENCH BACKFILL, CLASS II AB
COMPACTED TO 95% RC
MATCH (E) THICKNESS, 6" MIN,
CLASS II AB, 95% COMPACTED
LOCATOR WIRE
(SEE NOTE 5)
WARNING TAPE
(SEE NOTE 4)
NOTES:
1.IF NEW PIPE IS PLASTIC USE PVC
MANHOLE WATER STOP RING AS SUPPLIED
BY PIPE MANUFACTURER.
2.IF THE EXCAVATION EXTENDS THROUGH
BAY MUD AND THE BOTTOM IS STABLE, 18"
MINIMUM OF CRUSHED ROCK BELOW THE
MANHOLE IS REQUIRED. ADDITIONAL
OVER EXCAVATION MAY BE REQUIRED IF
THE EXCAVATION DOES NOT EXTEND
THROUGH BAY MUD, OR IF THE BOTTOM
OF THE EXCAVATION IS NOT STABLE.
3.TAPER "SHELF" 12" PER FOOT TOWARDS
CHANNEL.
ELEVATION
BOTTOM PLAN
MINIMUM REQUIREMENTS
A
48''
B
24''5-3/4''
C D
4''
CONC. COLLAR FLUSH
AT AC SURFACE
STANDARD TYPE "B" FRAME AND COVER
SEE DETAIL 6
D3
3" OR 6" ADJUSTMENT RINGS
OR BRICK WHEN NEEDED
ALL JOINTS TO
BE SET IN GROUT
NOTE 3
A
CEMENT
GROUT
B
6'-0"
8"
VA
R
I
A
B
L
E
VA
R
I
A
B
L
E
1'-
0
"
VA
R
I
E
S
W
I
T
H
S
I
Z
E
D
3"
C
CONCRETE BASE
A
6"
M
I
N
.
6"
M
I
N
.
STREET GRADE
18
"
M
I
N
NO
T
E
2
CRUSHED ROCK ENCAPSULATED
IN STABILIZATION FABRIC
ENCASE PIPE IN
CONCRETE
ENCASE PIPE IN
CONCRETE
(E
)
A
C
& B
A
S
E
OD
6" MIN, 12" MAX
MATCH EXISTING
(MIN. 6" AC)
4"
M
I
N
12" MIN. (TYP),
SEE NOTE 4
NOTES:
1.EXCAVATION SHALL EXTEND BELOW BOTTOM OF BAY MUD. PER GEOTECHNICAL REPORT,
BORINGS INDICATE BAY MUD EXTENDS 13'-0" TO 17'-6" BELOW EXISTING GRADE. REFER TO
SPECIFICATIONS AND SHEETS C2 THROUGH C5 FOR ADDITIONAL INFORMATION.
2.TO BE USED FOR STREET RESTORATION IN AREAS NOTED ON THE PROJECT DRAWINGS,
AND IN AREAS IN WHICH UTILITIES ARE BEING CROSSED.
3.CONTRACTOR SHALL PHASE THE WORK AND ANCHOR THE PIPE IN A MANNER TO PREVENT
FLOATATION OF PIPE.
4.THE 12" BENCH SECTION FOR PAVEMENT SHALL BE CUT AND REMOVED IMMEDIATELY
PRIOR TO FINISH PAVING OPERATIONS.
5.PLACE WARNING TAPE 14" ABOVE NEW SANITARY SEWER FORCE MAIN .
6.TAPE LOCATOR WIRE TO THE TOP OF NEW SANITARY SEWER FORCE MAIN. A TRACER WIRE
CONNECTION TERMINAL BOX SHALL BE INSTALLED SEE DETAIL 1 ON SHEET D4.
7.IF THE EXCAVATION EXTENDS THROUGH BAY MUD AND THE BOTTOM IS STABLE, 6" OF
CRUSHED ROCK BELOW THE BOTTOM OF CLSM BACKFILL IS REQUIRED. ADDITIONAL OVER
EXCAVATION IS REQUIRED IF THE BOTTOM OF THE EXCAVATION IS NOT STABLE. IF THE
EXCAVATION DOES NOT EXTEND THROUGH BAY MUD DETAIL1 ON SHEET D3 SHALL BE
USED.
6" MIN.
NOTE 1 & 7
SAWCUT (TYP)
CLSM BACKFILL
LOCATOR WIRE
NOTE 6
WARNING TAPE
NOTE 5
SHEET ______ OF ______
DR
A
W
N
B
Y
:
J
.
O
N
D
R
A
C
E
K
DE
S
I
G
N
E
D
B
Y
:
J
.
O
N
D
R
A
C
E
K
QC
C
H
E
C
K
E
D
B
Y
:
B
.
S
H
I
C
K
PR
O
J
E
C
T
N
o
.
4
6
9
9
8
8
SC
A
L
E
:
A
S
S
H
O
W
N
SU
B
M
I
T
T
A
L
:
B
I
D
S
E
T
DA
T
E
:
0
6
/
1
2
/
1
9
DA
T
E
BY
DE
S
C
R
I
P
T
I
O
N
RE
V
.
N
O
.
DR
A
W
I
N
G
N
o
.
BENJAMINL.
No.
6
8
8
1
3
CI
LIV
STATEOF
AI NROFILAC
REGISTEREDPROF
REENIGNELANOISSE
SHICK
(7
0
7
)
5
2
8
-
4
8
4
8
SA
N
T
A
R
O
S
A
,
C
A
9
5
4
0
3
220
0
R
A
N
G
E
A
V
E
N
U
E
,
S
T
E
2
0
1
CO
N
S
U
L
T
I
N
G
C
I
V
I
L
E
N
G
I
N
E
E
R
S
Sc
h
a
a
f
W
h
e
e
l
e
r
47
LA
U
R
I
E
M
E
A
D
O
W
S
A
N
D
W
O
O
D
B
R
I
D
G
E
LIF
T
S
T
A
T
I
O
N
P
R
O
J
E
C
T
CIT
Y
P
R
O
J
E
C
T
N
O
.
:
4
6
9
9
8
8
DA
T
E
:
0
6
/
1
2
/
1
9
DA
T
E
:
0
6
/
1
2
/
1
9
1
RE
C
O
R
D
D
R
A
W
I
N
G
S
BL
S
12
/
3
1
/
2
0
21
DE
T
A
I
L
S
6
D3SCALE: NTS
3
D3SCALE: NTS
D3
1
D3SCALE: NTS
4
D3
1"0
THE BAR BELOW IS 1" ON THE
ORIGINAL DRAWING. IF THIS DRAWING
SCALES OTHERWISE, ADJUST THE
SCALE ACCORDINGLY
SCALE: NTS
2
D3
SCALE: NTS
5
D3SCALE: NTS
BASED ON
AS-BUILT INFORMATION
PROVIDED BY
PROJECT CONTRACTOR
GREEN COLORED
TERMINAL BOX
(COVER NOT SHOWN)
CABLE
IDENTIFICATION
LOCATOR WIRES
RUBBER GROMMET
(EACH CABLE)
TERMINAL STUD CABLES
W/ SPADE TYPE
SOLDERED CONNECTION
COTT BONDING STRAP
UNPAVED AREASPAVED AREAS
COMPACTED 95%
2' Ø AROUND BOX
12" DEEP
12
"
MI
N
TRACERWIRE
CAST IRON LID W/ VANDAL
PROOF BOLT DOWN,
MARKED " TRACER WIRE"
EXISTING OR
NEW PAVEMENT
BASEROCK
VALVE BOX, CHRISTY G5
OR APPROVED EQUAL
GREEN TEST STATION
TERMINAL BOX, LITTLE
FINK OR APPROVED EQUAL
SEE DETAIL
SECURE TERMINAL BOX IN
VERTICAL W/ ANCHORED
COTTPIPE POLYCARBONATE
SUPPORT POST LOCATOR WIRES TO TRENCH
6" CRUSHED COMPACTED ROCK
LOCATOR WIRES W/ LABELS - PROVIDE
18" OF WIRE ABOVE TOP OF VALVE BOX
COMPACTED BACKFILL TYP
SQUARE CONC. COLLAR
#4 REBAR RING
2
D4
NOTES:
1.PROVIDE 1/2" X 12" SLIP DOWELS AT 5' MAX O.C. AT SLAB TO SIDEWALK
CONNECTION IF POURED SEPARATELY.
2.PROVIDE EXPANSION JOINT BETWEEN CONCRETE SLAB AND CONCRETE
STRUCTURES.
3.SLOPE CONCRETE TO DRAIN AWAY FROM WET WELL AND VAULTS.
4.CONCRETE SHALL BE CLASS "A" W/ 1 LB LAMP BLACK PER CY.
6"
PLACE 14" X 1-1/2" DEEP CONTRACTION
JOINTS SPACED AT 10 FT INTERVALS
4 X 4 - W4.0 X W4.0 WWF
CENTERED IN SLAB
6" MIN. COMPACTED CLASS
II AB, MOISTURE CONDITION
& COMPACT TO 95% RC
SCARIFY SUBBASE TO A 8" MIN
DEPTH, MOISTURE CONDITION,
& COMPACT TO 95% RC
14" SS PLATE
1'-
0
"
3"
3"
1'-
6
1 8"
12" Ø HOLE FORANCHOR BOLT, TYP
2'-
0
1 8"
(N) 12" INFLUENT PIPE
CENTER BAFFLE
W/ INFLUENT PIPE
1'-6"ATTACH TO WALL W/ 3 8"Ø SS ANCHOR BOLT
4"MIN EMBEDMENT
(TYP OF 6)
(N) 12" INFLUENT PIPE
6" TYP (N) 8'-0" Ø PRECAST
CONC. WET WELL
NOTES:
1.ALL PIPE AND FITTINGS SHALL BE COPPER.
2.BACKFLOW PREVENTION ASSEMBLY'S TEST PORTS SHALL NOT BE USED FOR ANYTHING OTHER
THAN TESTING (I.E. NO GARDEN HOSE CONNECTIONS, TUBING, IRRIGATION TIMERS, ETC.)
3.THE RELIEF PORT LOCATED AT THE BOTTOM OF THE BACKFLOW PREVENTION ASSEMBLY MUST
BE KEPT FREE OF ALL OBSTRUCTIONS AT ALL TIMES.
4.BACKFLOW PREVENTION ASSEMBLY SHALL BE ONLY THOSE APPROVED FOR USE BY THE
STATE WATER RESOURCES CONTROL BOARD. BACKFLOW PREVENTION ASSEMBLY AND ALL
PIPING USED FOR POTABLE WATER SERVICE MUST BE LEAD FREE (<0.25% LEAD).
5.CONTRACTOR SHALL CONTACT CITY PARKS DEPARTMENT TO SCHEDULE FINAL INSPECTION
PRIOR TO BACKFILLING ANY EXPOSED PIPING.
VANDEL BUSTER ENCLOSURE BY ALLSPEC
ENCLOSURES INC., PART NO. BFE-4230,
LIFT-OFF STYLE, OR APPROVED EQUAL
(42" L X 18" W X 30" H). INSTALL PER
MANUFACTURERS RECOMMENDATIONS
34" WATTS SERIES LFU5B
PRESSURE REGULATOR,
OR APPROVED EQUAL
34" FEBCO MODEL LF860U,
BACKFLOW PREVENTOR
OR APPROVED EQUAL
FROM (N) 112"
IRRIGATION
WATER MAIN CONC EQUIPMENT PAD
12" MIN. TO 18" MAX.
ABOVE FINISHED GRADE
34" COPPER PIPE, TYP,
SEE TRENCH DETAIL
34" HOSE BIB
ADJUSTABLE PIPE STAND
PVC PIPE SLEEVE
THROUGH CONC PAD
4
D5
(E) 18" VCP SS
INV: 95.50
(N) 8" PVC SSFM
INV: 95.70
(N) 48" SSMH
SEE NOTE 1 & DETAIL
(E) 18" VCP SS
INV: 95.50
STANDARD FRAME AND COVER
PER DETAIL 6
D3
(N) CONC. COLLAR
FLUSH AT AC SURFACE
STREET GRADE
(N) 8" PVC SSFM
INV: 95.70
NOTE 2
NOTE 3
(N) 48" SSMH
SEE NOTE 1 & DETAIL
3
D3
3
D3
NOTES:
1.ALL INTERIOR SURFACES OF THE SANITARY SEWER MANHOLE SHALL BE COATED PER
SPECIFICATIONS SECTION 09900. COATING SHALL BE APPLIED AFTER THE SANITARY SEWER
MANHOLE IMPROVEMENTS ARE COMPLETE.
2.CONTRACTOR SHALL INSTALL PVC MANHOLE WATERSTOP RING AS SUPPLIED BY PIPE
MANUFACTURER.
3.CONTRACTOR SHALL OVER EXCAVATE AN ADDITIONAL 18" MIN. AND INSTALL CRUSHED ROCK
ENCAPSULATED IN STABILIZATION FABRIC.
A
A
SECTION A-A
(N) 2" SS BALL VALVE, FL
(N) VALVE VAULT WALL
(N) 2" AIR RELEASE VALVE
(N) 6" X 6" X 2" DI TEE, FL
(N) PIPE PENETRATION,
SEE DETAIL 6
D1
(N) ARV SUPPORT
SEE DETAIL 4
D2
(N) SS BALL VALVE
DRAINAGE OUTLET
3'-0"
16" DIA
3'-0"
MIN
3"
3"
NOTE: PAINT BOLLARD POST YELLOW
3"
FINISH GRADE
4" THREADED CAP
REFLECTIVE TAPE
4" SCH 40 STEEL PIPE
12" X 8" GALV STL EYE BOLT
STL EYE BOLT HEAD
WELD ALL AROUND
PORTLAND CEMENT
CONCRETE (CLASS A)
10" LONG GALV
BOLT THRU PIPE
6" SCH 80 STL PIPE
CAST-IN-PLACE
SHEET ______ OF ______
DR
A
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B
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4
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9
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DA
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BY
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BENJAMINL.
No.
6
8
8
1
3
CI
LIV
STATEOF
AI NROFILAC
REGISTEREDPROF
REENIGNELANOISSE
SHICK
(7
0
7
)
5
2
8
-
4
8
4
8
SA
N
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A
R
O
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A
,
C
A
9
5
4
0
3
220
0
R
A
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U
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,
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T
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2
0
1
CO
N
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U
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C
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Sc
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47
LA
U
R
I
E
M
E
A
D
O
W
S
A
N
D
W
O
O
D
B
R
I
D
G
E
LIF
T
S
T
A
T
I
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N
P
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O
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CIT
Y
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N
O
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:
4
6
9
9
8
8
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:
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1
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1
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12
/
3
1
/
2
0
22
DE
T
A
I
L
S
D4
2
D4SCALE: NTS
1
D4SCALE: NTS
1"0
THE BAR BELOW IS 1" ON THE
ORIGINAL DRAWING. IF THIS DRAWING
SCALES OTHERWISE, ADJUST THE
SCALE ACCORDINGLY
6
D4
SCALE: NTS
3
D4SCALE: NTS
7
D4SCALE: NTS
8
D4SCALE: NTS
4
D4SCALE: NTS
5
D4SCALE: NTS
BASED ON
AS-BUILT INFORMATION
PROVIDED BY
PROJECT CONTRACTOR
2
LEGEND:
SERVICE SADDLE, SEE NOTES
NIPPLE, 316 SS
BALL VALVE, 316 SS, SHARPE
DIAPHRAGM SEAL, SEE NOTES
1
2
3
4
512
3
6
SNUBBER, 316 SS
534
6 PRESSURE GAUGE, SEE NOTES
SERIES 5303 OR APPROVED EQUAL
NOTES:
1. SERVICE SADDLE SHALL BE SMITH BLAIR 317 WITH DOUBLE
STAINLESS STEEL STRAP OR APPROVED EQUAL. NUTS AND BOLTS
SHALL BE 316 SS WITH XYLAND FLUOROPOLYMER COATING.
2. DIAPHRAGM SEAL SHALL BE 316 SS WITH BLEEDING CONNECTION,
SIEMENS 7MF4861 OR APPROVED EQUAL
3. PRESSURE GAUGE SHALL BE ASHCROFT 1279 OR APPROVED EQUAL.
GAUGE SHALL BE LIQUID FILLED WITH A RANGE OF 0 TO 60 PSI.
1
2
3
4
5
6
3 75
3
2
5
1
6
4
7
POP-UP SPRAY SPRINKLER: RAIN BIRD
1804-SAM-PRS-R13-18(F OR H) W/RAIN
BIRD ROTARY NOZZLE, OR APPROVED
EQUAL
HUNTER PRO-SPRAY PRS40 W/HUNTER
MP ROTATORS (MP 3000 90-210 COLOR
BLUE & MP 3000 360 COLOR GRAY)
112" PVC SCH 80 NIPPLE
(LENGTH AS REQUIRED)
112" PVC SCH 40 ELL
112" PVC SCH 40 STREET ELL
112" PVC SCH 40 TEE OR ELL
112" PVC LATERAL PIPE
FINISH GRADE/TOP OF MULCH
FINISH GRADE, TYP
SALVAGED, EXCAVATED
FILL COMPACTED TO
ORIGINAL DENSITY, TYP
TRACER WIRE
NOTE 1
PVC LATERAL PIPE
0'-6" MIN.
1'-0" MAX
1'-
6
"
M
I
N
.
2'-
0
"
M
A
X
NOTES:
1.TAPE LOCATOR WIRE TO THE TOP
OF NEW PIPE.
2.PLACE WARNING TAPE 6" ABOVE
NEW IRRIGATION LINE.
WARNING TAPE
(SEE NOTE 2)
0'-2" MIN.
(E) 112" PVC SCH 40
LATERAL PIPE
(E) 112" PVC SCH 40
LATERAL PIPE
LATERAL PIPE TEE CONNECTION
112" PVC SCH 40 TEE
112" PVC SCH 40
LATERAL PIPE
EXISTING LATERAL PIPE TO NEW LATERAL PIPE CONNECTION
(N) 112" PVC SCH 40
LATERAL PIPE
(N) 112" PVC COMPRESSION COUPLING
(N) PRESSURE
PIPE SEALANT
VALVE BOX W/ BOLT DOWN LID, LABELED
"DVA", CARSON 1419 OR APPROVED EQUAL
BRICK (1 OF 4)
112" LATERAL PIPE
PVC SCH 40 FEMALE ADAPTER
6" MIN. DEPTH OF PEA GRAVEL
112" PVC SCH 80 NIPPLE (2-INCH LENGTH,
HIDDEN) AND PVC SCH 40 ELL
1 12" PVC SCH 40 TEE OR ELL
1 12" PVC LATERAL PIPE
ID TAG
PENTITE OR EQUAL WIRE
CONNECTION UNIT (1 OF 2)
30-INCH LINEAR LENGTH OF WIRE, COILED
112" PVC SCH 80 NIPPLE
(LENGTH AS REQUIRED, 1 OF 2)
112" PVC SCH 40 ELL
FINISH GRADE
1" IN
MULCHED
AREAS
QUICK COUPLING FLUSH
VALVE, RAINBIRD, 33-DRC,
OR APPROVED EQUAL VALVE BOX: CARSON
910 OR EQUAL W/ BOLT
DOWN LID LABELED "FV"FINISH GRADE
112" PVC SCH 40 ADAPTER
112" PVC LATERAL PIPE
PEA GRAVEL
12" MIN. DEPTH
3 FT COILED FLEXIBLE
PVC HOSE, 12"
BRICK SUPPORT
AT EACH CORNER
2" MIN.
TYP.
1"
12" MAX CLR
2" MIN CLR
3"
TYP
NOTE:
1.INSTALL CONCRETE SADDLE AT EACH LOCATION WHERE A NEW UNDERGROUND UTILITY CROSSES AN EXISTING
UNDERGROUND UTILITY WITH LESS THAN 12" CLEARANCE. MINIMUM ALLOWABLE CLEARANCE IS 2". ALSO INSTALL IN
ADDITIONAL LOCATIONS AS SHOWN ON THE PLANS.
2.PIPE JOINTS FOR NEW PIPE SHALL BE LOCATED AT LEAST 16" FROM PIPE CROSSING.
12"
O.D.
EXISTING OR NEW
UNDERGROUND PIPE
EXPANSIVE
MATERIAL
UNDER PIPE
CONCRETE SADDLEEXISTING OR NEW
UNDERGROUND
PIPE
6" OR O.D./2
(WHICHEVER
IS GREATER)
EXPANSIVE MATERIAL
OVER PIPE
#4 BARS,
2 EA
16" MIN.,
TYP.
LIMITS OF TRENCH, BACKFILL PER
APPLICABLE TRENCH DETAILS
EXISTING OR NEW
UNDERGROUND PIPE
4'
REDWOOD GATE FRAME
CONSTRUCT OF 2X6
2X6 REDWOOD
GATE FRAME
2X6 REDWOOD
GATE FRAME
DIAGONAL BRACE
1X REDWOOD
SLATS TO
MATCH FENCE
3"
C
L
R
(TY
P
)
1/2" X 12" STAINLESS
STEEL CANE BOLT,
NATIONAL HARDWARE
MODEL V810. PROVIDE
INSERT IN CONCRETE
FOR BOLT.
4'
LOCKABLE STAINLESS STEEL SLIDING GATE
LATCH NATIONAL HARDWARE MODEL V1131
6x6 REDWOOD POST
33
"
33
"
1X REDWOOD SLATS TO
MATCH FENCE. FASTEN
TO FRAME W/ 4d
COMMON NAILS
8'
NOTES
1.POSTS SHALL BE REDWOOD CONSTRUCTION GRADE OR BETTER, ALL OTHER WOOD SHALL BE
REDWOOD "HEART B" GRADE OR BETTER.
2.APPLY TWO COATS OF CLEAR STAIN WITH A PAINT BRUSH TO ALL WOOD SURFACES. WAIT A MINIMUM
OF 8 HOURS BEFORE APPLYING SECOND COAT.
3.ALL NAILS AND HARDWARE SHALL BE SS 316.
4.SEE CONCRETE FENCE FOOTING DETAIL C AND D ON SHEET S2.
3-1/2" STAINLESS STEEL
HEAVY DUTY GATE HINGE
NATIONAL HARDWARE MODEL
V289 OR APPROVED EQUAL
(TYP OF 3 PER GATE)
CONCRETE FOOTING
NOTE 4
6' MAX
8'
T
Y
P
CONCRETE FOOTING
NOTE 4
FINISH GRADE
6x6 POST
ALTERNATE 2-1X6 W/ 2-1X4.
FASTEN TO POST W/ 2-16d
COMMON NAILS PER END AT EA.
BOARD. PROVIDE 1/2" TO 3/4"
GAP BETWEEN EA. BOARD
1X6 AT EA. POST, FASTEN
TO BOARDS & POST W/ 16d
COMMON NAILS CENTERED
AT EA. BOARD
12" Ø
ELEVATION SECTION
NOTES
1.POSTS SHALL BE REDWOOD CONSTRUCTION GRADE OR BETTER, ALL OTHER WOOD SHALL BE
REDWOOD "HEART B" GRADE OR BETTER.
2.APPLY TWO COATS OF CLEAR STAIN WITH A PAINT BRUSH TO ALL WOOD SURFACES. WAIT A MINIMUM
OF 8 HOURS BEFORE APPLYING SECOND COAT.
3.ALL NAILS AND HARDWARE SHALL BE SS 316.
4.SEE CONCRETE FENCE FOOTING DETAIL C AND D ON SHEET S2.
3" CLR
TYP
SHEET ______ OF ______
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BENJAMINL.
No.
6
8
8
1
3
CI
LIV
STATEOF
AI NROFILAC
REGISTEREDPROF
REENIGNELANOISSE
SHICK
(7
0
7
)
5
2
8
-
4
8
4
8
SA
N
T
A
R
O
S
A
,
C
A
9
5
4
0
3
220
0
R
A
N
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A
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U
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,
S
T
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2
0
1
CO
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U
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Sc
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47
LA
U
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I
E
M
E
A
D
O
W
S
A
N
D
W
O
O
D
B
R
I
D
G
E
LIF
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S
T
A
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I
O
N
P
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J
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C
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CIT
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P
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C
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:
4
6
9
9
8
8
DA
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:
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/
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/
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1
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BL
S
12
/
3
1
/
2
0
23
DE
T
A
I
L
S
D5
1"0
THE BAR BELOW IS 1" ON THE
ORIGINAL DRAWING. IF THIS DRAWING
SCALES OTHERWISE, ADJUST THE
SCALE ACCORDINGLY
1
D5SCALE: NTS
2
D5SCALE: NTS
4
D5SCALE: NTS
7
D5SCALE: NTS
6
D5
3
D5SCALE: NTS
SCALE: NTS
5
D5SCALE: NTS
8
D5
SCALE: NTS
9
D5
SCALE: NTS
BASED ON
AS-BUILT INFORMATION
PROVIDED BY
PROJECT CONTRACTOR
1
1
1
1'
M
I
N
VALVE VAULT FLOORZURN FD2380 PVC FLOOR
DRAIN OR APPROVED EQUAL
WET WELL WALL
2" RISER PIPE SCH 80 PVC
PIPE PENETRATION
SEE DETAIL
2" RUBBER DUCKBILL CHECK
VALVE, PROCO PROFLEX STLYE
730 OR APPROVED EQUAL
DISCHARGE INTO WET WELL
6
D1
PIPE CLAMP SUPPORT, 316 SS
2"Ø P-TRAP, SCH 80 PVC
2" Ø 90° ELBOW
(TYP)GROUT FILL
(TYP)
PIPE, DUCT OR CONDUIT PENETRATION
CONCRETE WALL
FILL ANNULAR SPACE
W/ NON-SHRINK GROUT
CORE DRILL OR FORM OPENING
IN CONCRETE TO MATCH
LINKSEAL SPECIFICATION
INSTALL LINKSEAL OR EQUAL
PER MANUFACTURER'S
RECOMMENDATIONS
INTERIOR EXTERIOR
PUNCTURE MANHOLE BASE
W/ MIN. 5 - 4"Ø HOLES
REMOVE MH CONE OR UPPER
3' OF MH, WHICHEVER IS
GREATER AND BACKFILL
PER DETAIL
RESTORE SURFACE
FILL W/ CLSM OR
SAND 95%
COMPACTED
FILL PIPE W/
CLSM OR SAND
CUT AND PLUG PIPE W/
CONCRETE FLUSH W/
MANHOLE WALL (TYP)
MIN PLUG DEPTH = 6"
4
D3
3'-6"±
3'-0"±
1'-0"±1'-0"±
(N) 8'-0" ∅ PRECAST CONC. WET WELL
5'-
1
0
"
±
8'-5"±
(N) 7'-0" X 4'-0" DOUBLE LEAF H20 RATED
ACCESS HATCH W/ SAFETY GRATE
ACCESS HATCH NOTES:
1. ACCESS HATCH DIMENSIONS SHOWN ARE CLEAR OPENINGS.
2. HINGES SHALL BE POSITIONED AS SHOWN.
3. ACCESS HATCH SHALL BE EQUIPPED WITH INTEGRAL FALL PROTECTION.
4. ACCESS HATCH SHALL BE H-20 RATED FOR UNINTENDED VEHICULAR TRAFFIC LOADING.
5. ACCESS HATCH SHALL BE DOUBLE LEAF, USF FABRICATION, OR APPROVED EQUAL.
6.ACCESS HATCH SHALL HAVE A CHANNEL FRAME WITH A 1-1/2" DRAIN COUPLER THAT DRAINS TO WET
WELL/ VALVE VAULT.
7.ACCESS HATCH TOP SHALL BE 14" DIAMOND PLATE.
8.ACCESS HATCH SHALL BE EQUIPPED WITH HYDRAULIC LIFT SPRINGS TO ASSIST WITH OPENING.
9.ACCESS HATCH SHALL HAVE A RECESSED PADLOCK CLIP FOR LOCKING.
10.ALL HARDWARE AND HINGES SHALL BE HEAVY DUTY STAINLESS STEEL.
11.SEE SPECIFICATION SECTION 08310 FOR ADDITIONAL INFORMATION AND REQUIREMENTS.
(N) 6'-0" X 4'-0" DOUBLE LEAF H20 RATED
ACCESS HATCH W/ SAFETY GRATE
4'-
0
"
(N) PRECAST CONC. TOP SLAB
4'-
0
"
±
0'-9"±
1'-
2
"
±
0'-
8
"
±
0'-9"±
1'-10"±
LIMITS OF CLEAR OPENING
2'-
2
"
±
(N) HINGE (TYP)
WET WELL
VALVE VAULT
PUMP GUIDE RAIL LOCATION
(N) HINGE (TYP)
(N) PRECAST CONC. VALVE VAULT
LIMITS OF CLEAR OPENING VA
R
I
E
S
(E) CONCRETE
# 4 REBAR
ANCHOR REBAR W/ HIGH
STRENGTH EPOXY
(N) CONCRETE
2"
EMBED REBAR
2"
C
O
V
E
R
(E) WET WELL
3'-0"
1'-6"
3'-0"
0'-6"0'-6"
FRONT VIEWSECTION
0'-10"
1'-0"
1'-0"
DOWEL INTO (E)
CONC., MIN 3"
1'-0"1'-0"
(N) #4 REBAR @ 12" O.C.
0'-6"
FORM (N) CONC. FLUSH
W/ WET WELL WALL
ABANDON (E) 36"
RCP BY FILLING W/
CLSM OR SAND
(N) 18" CONC. PLUG
(N) #4 REBAR @ 12" O.C.
REMOVE (E) MANHOLE
SS
SS
SS
REMOVE 2 L.F. ± OF (E)
8" SANITARY SEWER
27 L.F ± OF (N) 8" PVC SS
(N) SSMH #6
REMOVE 55 LF. OF (E) 8" VCP SS
AND REPLACE W/ (N) 8" PVC SS
(E) 8" VCP SS
XXXXXXXXXXXXXX
REMOVE 25 L.F. ± OF (E)
8" SANITARY SEWER,
CONNECT TO (N) SSMH #6
INSTALL (N) 8" COUPLING
SS SS SS SSSSSS
A
A
(N) 8" FLEX CPLG
NOTE 1
(E) 8" VCP SS
SECTION A-A REMOVE (E) MANHOLE
2'-0"±
(N) 8" PVC SS @ 3.19% SLOPE, MIN.
NOTE:
1.COUPLING SHALL BE FERNCO STOCK COUPLING 1056 SERIES OR APPROVED EQUAL.
TO SSMH #5
4" X 4" 3/8"
STAINLESS STEEL ANGLE
MITER ENDS TO MATCH
WET WELL WALL
3 8" STAINLESSSTEEL U-BOLT
(N) WET WELL WALL
4" X 4" 3/8"
STAINLESS STEEL ANGLE
3" X 3" 3/8"
STAINLESS STEEL ANGLE
3 8" Ø SS BOLT(TYP OF 2)
3 8" STAINLESS STEELEPOXY ANCHOR BOLTS
4" MIN EMBEDMENT
(2 PER CONNECTION)
DISCHARGE PIPE
(TYP OF 2)
GROUT LEVELING PAD
3" X 3" 3/8"
STAINLESS STEEL ANGLE
0'-112"±
NOTE:
ALL STAINLESS STEEL MATERIALS
SHALL BE 316 SS
SHEET ______ OF ______
DR
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C
K
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V
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N
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DR
A
W
I
N
G
N
o
.
BENJAMINL.
No.
6
8
8
1
3
CI
LIV
STATEOF
AI NROFILAC
REGISTEREDPROF
REENIGNELANOISSE
SHICK
(7
0
7
)
5
2
8
-
4
8
4
8
SA
N
T
A
R
O
S
A
,
C
A
9
5
4
0
3
220
0
R
A
N
G
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A
V
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N
U
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,
S
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2
0
1
CO
N
S
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N
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C
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Sc
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47
LA
U
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D1SCALE: NTS
6
D1SCALE: NTS
19
2
D1SCALE: NTS
DE
T
A
I
L
S
1
D1SCALE: NTS
D1
7
D1SCALE: NTS
1"0
THE BAR BELOW IS 1" ON THE
ORIGINAL DRAWING. IF THIS DRAWING
SCALES OTHERWISE, ADJUST THE
SCALE ACCORDINGLY
5
D1SCALE: NTS
3
D1SCALE: NTS
8
D1SCALE: NTS
BASED ON
AS-BUILT INFORMATION
PROVIDED BY
PROJECT CONTRACTOR
SS
SS
SS
W
W
W
W
W
W
W
W
W
W
W
W
SD
SD
SD
SD
SD
SD
SD
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SD
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CA
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CA
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CATVCATVCATVCATV
CATV
CA
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SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
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LAURIE MEADOWS DRIVE
SD
W
W
W
W
W
W
W
W
W
W
W
W
W
W
WW
W
W
W
W
W
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W
W
W
W
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W
W
W
W
W
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W W
W
W
W
W
W
WW
SEE SHEET C10 & C15 FOR SITE RESTORATION
(N) 8" PVC SSFM
(N) 8" PVC SSFM
(N) 10" PVC SS
SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM
SS
F
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SS
F
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SS
F
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LIMITS OF DISTURBANCE
LIMITS OF DISTURBANCE
LAURIE MEADOWS
PARK (N) FIBER ROLL
E
SHEET ______ OF ______
DR
A
W
N
B
Y
:
J
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DE
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4
6
9
9
8
8
SC
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:
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6
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I
O
N
RE
V
.
N
O
.
DR
A
W
I
N
G
N
o
.
BENJAMINL.
No.
6
8
8
1
3
CI
LIV
STATEOF
AI NROFILAC
REGISTEREDPROF
REENIGNELANOISSE
SHICK
(7
0
7
)
5
2
8
-
4
8
4
8
SA
N
T
A
R
O
S
A
,
C
A
9
5
4
0
3
220
0
R
A
N
G
E
A
V
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N
U
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,
S
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2
0
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R
S
Sc
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a
a
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W
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r
47
LA
U
R
I
E
M
E
A
D
O
W
S
A
N
D
W
O
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B
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LIF
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9
8
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1
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C
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D
D
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25
PLAN
SCALE: 1" = 30'
EC2
ER
O
S
I
O
N
C
O
N
T
R
O
L
P
L
A
N
EXISTING SLOPE DIRECTION
FIBER ROLL
STORM DRAIN INLET PROTECTION
APPROXIMATE LIMITS OF DISTURBANCE
LEGEND
30 0 30 60
EROSION CONTROL DURING CONSTRUCTION NOTES:
1. CONTRACTOR SHALL PREPARE, IMPLEMENT, AND MAINTAIN A WATER POLLUTION CONTROL PLAN (WPCP) AS SPECIFIED IN SPECIFICATION SECTION 01600 AND DETAILED HEREIN.
2. ALL SPECIFIED BMP'S REFERENCE BMP FACT SHEETS FOUND IN CASQA'S STORM WATER BEST MANAGEMENT PRACTICE WEB PORTAL FOR CONSTRUCTION, 2017. DETAILS,
INSTALLATION, OPERATIONS AND MAINTENANCE, ETC. FOUND IN THE WEB PORTAL SHALL APPLY.
3. FIBER ROLLS (SC-5) SHALL BE PLACED BETWEEN LAURIE MEADOWS PARK AND THE LIMITS OF CONSTRUCTION. THE LIMITS OF CONSTRUCTION ARE SHOWN ON THE PROJECT DRAWINGS.
4. ACCEPTABLE ALTERNATIVES TO FIBER ROLLS INCLUDE SILT FENCE (SC-1), GRAVEL BAG/ EARTHEN BERM (SC-6), OR SANDBAG BARRIER (SC-8). THE CHOSEN OPTION SHALL BE
INSTALLED, OPERATED, AND MAINTAINED PER THE CASQA MANUAL, AND SHALL BE LOCATED AS DETAILED AND SPECIFIED HEREIN.
5. ANY STORM DRAIN INLETS ON LAURIE MEADOWS DRIVE AND WOODBRIDGE CIRCLE THAT HAVE POTENTIAL TO RECEIVE SEDIMENT TRACKED FROM THE PROJECT BY VEHICLES ENTERING
AND EXITING, SHOULD BE PROTECTED WITH TEMPORARY DRAINAGE INLET PROTECTION (SC-10) AS DETAILED IN THE CASQA MANUAL.
6. ADDITIONAL REQUIRED BMPs MAY INCLUDE, BUT ARE NOT LIMITED TO, PRESERVATION OF EXISTING VEGETATION (SS-2), TEMPORARY COVER (SS-7), STREET SWEEPING (SC-7), WIND
EROSION CONTROL (WE-1), NON-STORMWATER POLLUTION CONTROL BMPs, WASTE MANAGEMENT POLLUTION CONTROL BMPs, AND ADDITIONAL SOIL STABILIZATION MEASURES AS
NECESSARY TO ADEQUATELY CONTROL THE SITE.
MA
T
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
E
C
1
SHEET NOTES:
1. ONCE CONSTRUCTION IS COMPLETE AND ALL SLOPES ARE
TO FINAL GRADE, ALL DISTURBED AREAS SHALL BE
RESTORED AS SHOWN ON THE PLANS.
2. ALL BACKFILL SHALL BE COMPACTED PER THE
SPECIFICATIONS.
BASED ON
AS-BUILT INFORMATION
PROVIDED BY
PROJECT CONTRACTOR
SS
SS
SS
SS
SSSSSSSSSSSSSSSSSSSSSS
W
W
SS
UEUEUEUEUEUEUEUEUEUEUEUEUEUE
SD
SD
SD
SD
SD
SD
SD
SD
W
W
E E
E
E
UEUEUEUEUEUEUEUE
WWWWWWWW
W
WWWWWWWWWWW
W
W
W
W
W
W
W
CATVCATVCATVCATV
CA
T
V
CA
T
V
CA
T
V
CA
T
V
CATVCATVCATVCATVCATVCATV
CA
T
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CATVCATVCATV
EEE
EEEEE
E
E
CATVCATV
E
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SS
SS
SS
SS
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SS
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SS
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SS
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SS
SS
SS
SS
SS
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
SS
SS
SS
SS
SS
SS
SS SS SS SS SS SS SS SS SS SS
LAURIE MEADOWS DRIVE
MA
R
G
A
R
E
T
C
O
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T
SD
SD
SD
SD
SD
SDSDSDSDSDSD
SDSDSDSDSD
SD
SD
LIMITS OF DISTURBANCE
SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM
SU
Z
I
E
S
T
R
E
E
T
(N) 10" PVC SS
8" PVC SSFM
SEE SHEET NOTE 1
(E) LAURIE MEADOWS LIFT STATION
RO
S
I
L
I
E
S
T
R
E
E
T
SHEET ______ OF ______
DR
A
W
N
B
Y
:
J
.
O
N
D
R
A
C
E
K
DE
S
I
G
N
E
D
B
Y
:
J
.
O
N
D
R
A
C
E
K
QC
C
H
E
C
K
E
D
B
Y
:
B
.
S
H
I
C
K
PR
O
J
E
C
T
N
o
.
4
6
9
9
8
8
SC
A
L
E
:
A
S
S
H
O
W
N
SU
B
M
I
T
T
A
L
:
B
I
D
S
E
T
DA
T
E
:
0
6
/
1
2
/
1
9
DA
T
E
BY
DE
S
C
R
I
P
T
I
O
N
RE
V
.
N
O
.
DR
A
W
I
N
G
N
o
.
BENJAMINL.
No.
6
8
8
1
3
CI
LIV
STATEOF
AI NROFILAC
REGISTEREDPROF
REENIGNELANOISSE
SHICK
(7
0
7
)
5
2
8
-
4
8
4
8
SA
N
T
A
R
O
S
A
,
C
A
9
5
4
0
3
220
0
R
A
N
G
E
A
V
E
N
U
E
,
S
T
E
2
0
1
CO
N
S
U
L
T
I
N
G
C
I
V
I
L
E
N
G
I
N
E
E
R
S
Sc
h
a
a
f
W
h
e
e
l
e
r
47
LA
U
R
I
E
M
E
A
D
O
W
S
A
N
D
W
O
O
D
B
R
I
D
G
E
LIF
T
S
T
A
T
I
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N
P
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C
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CIT
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P
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E
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:
4
6
9
9
8
8
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:
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T
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1
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C
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D
D
R
A
W
I
N
G
S
BL
S
12
/
3
1
/
2
0
SHEET NOTES:
1. ONCE CONSTRUCTION IS COMPLETE AND ALL SLOPES ARE
TO FINAL GRADE, ALL DISTURBED AREAS SHALL BE
RESTORED AS SHOWN ON THE PLANS.
2. ALL BACKFILL SHALL BE COMPACTED PER THE
SPECIFICATIONS.
24
PLAN
SCALE: 1" = 30'
EC1
ER
O
S
I
O
N
C
O
N
T
R
O
L
P
L
A
N
EXISTING SLOPE DIRECTION
FIBER ROLL
STORM DRAIN INLET PROTECTION
APPROXIMATE LIMITS OF DISTURBANCE
EROSION CONTROL DURING CONSTRUCTION NOTES:
1. CONTRACTOR SHALL PREPARE, IMPLEMENT, AND MAINTAIN A WATER POLLUTION CONTROL PLAN (WPCP) AS SPECIFIED IN SPECIFICATION SECTION 01600 AND DETAILED HEREIN.
2. ALL SPECIFIED BMP'S REFERENCE BMP FACT SHEETS FOUND IN CASQA'S STORM WATER BEST MANAGEMENT PRACTICE WEB PORTAL FOR CONSTRUCTION, 2017. DETAILS,
INSTALLATION, OPERATIONS AND MAINTENANCE, ETC. FOUND IN THE WEB PORTAL SHALL APPLY.
3. FIBER ROLLS (SC-5) SHALL BE PLACED BETWEEN LAURIE MEADOWS PARK AND THE LIMITS OF CONSTRUCTION. THE LIMITS OF CONSTRUCTION ARE SHOWN ON THE PROJECT DRAWINGS.
4. ACCEPTABLE ALTERNATIVES TO FIBER ROLLS INCLUDE SILT FENCE (SC-1), GRAVEL BAG/ EARTHEN BERM (SC-6), OR SANDBAG BARRIER (SC-8). THE CHOSEN OPTION SHALL BE
INSTALLED, OPERATED, AND MAINTAINED PER THE CASQA MANUAL, AND SHALL BE LOCATED AS DETAILED AND SPECIFIED HEREIN.
5. ANY STORM DRAIN INLETS ON LAURIE MEADOWS DRIVE AND WOODBRIDGE CIRCLE THAT HAVE POTENTIAL TO RECEIVE SEDIMENT TRACKED FROM THE PROJECT BY VEHICLES ENTERING
AND EXITING, SHOULD BE PROTECTED WITH TEMPORARY DRAINAGE INLET PROTECTION (SC-10) AS DETAILED IN THE CASQA MANUAL.
6. ADDITIONAL REQUIRED BMPs MAY INCLUDE, BUT ARE NOT LIMITED TO, PRESERVATION OF EXISTING VEGETATION (SS-2), TEMPORARY COVER (SS-7), STREET SWEEPING (SC-7), WIND
EROSION CONTROL (WE-1), NON-STORMWATER POLLUTION CONTROL BMPs, WASTE MANAGEMENT POLLUTION CONTROL BMPs, AND ADDITIONAL SOIL STABILIZATION MEASURES AS
NECESSARY TO ADEQUATELY CONTROL THE SITE.
30 0 30 60
LEGEND
MA
T
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
E
C
2
BASED ON
AS-BUILT INFORMATION
PROVIDED BY
PROJECT CONTRACTOR
SHEET ______ OF ______
DR
A
W
N
B
Y
:
DE
S
I
G
N
E
D
B
Y
:
QC
C
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