HomeMy WebLinkAboutCouncil Reading File - Planset_11x17_2017-06-16-ASheet
Title Sheet Description
G-001 TITLE SHEET
G-002 LEGEND, ABBREVIATIONS, AND NOTES
G-003 EASEMENTS
C-101 LIFT STATION DEMOLITION PLAN
C-102 DEMOLITION DETAILS
C-103 LIFT STATION SITE PLAN
C-104 SECTION VIEW
C-105 SITE IMPROVEMENT PLAN
C-201 FORCE MAIN - PLAN AND PROFILE
C-501 CIVIL DETAILS - 1
C-502 CIVIL DETAILS - 2
C-503 CIVIL DETAILS - 3
E-001 ELECTRICAL LEGEND AND ABBREVIATIONS
E-002 SINGLE LINE DIAGRAMS AND ELEVATIONS
E-003 ELECTRICAL SITE AND TEMPORARY PLAN
E-004 CONDUIT SCHEDULE & DETAILS
E-005 CONTROL SCHEMATIC DIAGRAM
ED-01 ELECTRICAL DETAILS
N-001 INSTRUMENTATION LEGEND AND SYMBOLS
N-002 COMMUNICATION BLOCK DIAGRAM
N-003 LIFT STATION P&ID
N-004 INSTRUMENTATION DETAILS
JUNE 2017
1 22
APPROVED BY
SPECIFICATION NO.
FILE NO./LOCATION
DATE
OF
SHEET
Reference Documents:
City Standard Specifications and Engineering Standards - January 2016 Edition
SAN LUIS OBISPO COUNTY, CALIFORNIA
LOCATION MAP P.O. BOX 1604
ARROYO GRANDE, CA 93421 (805) 904-6530
NOT TO SCALE
VICINITY MAP
Project
Location
MARGARITA LIFT STATION
JUNE 2017
REPLACEMENT
91214ANOT TO SCALE
Project
Location
Margarita
A
v
e
.S. Higuera St.Alicita Ct.ViaEnsenadaVia San B
l
a
s
index to plans
GENERAL NOTES
ABBREVIATIONS
LEGEND
EDGE OF PAVEMENT
EXISTING FENCE
SD SD STORM DRAIN LINE
OE OVERHEAD ELECTRICAL LINE
AREA LIGHT
LIGHT STANDARD
COMMUNICATION MANHOLE
ELECTRICAL MANHOLE
FIRE HYDRANT
GAS METER
ELECTRIC METER
WATER METER
GAS VALVE
IRRIGATION CONTROL VALVE
WATER VALVE
GUY POLE
GUY WIRE
JOINT UTILITY POLE
POWER POLE
BRUSH LINE/DRIP LINE
RIGHT-OF-WAY LINE
G
SS
w
T
UNDERGROUND GAS PAINT MARK
SANITARY SEWER PAINT MARK
WATER PAINT MARK
UNDERGROUND TELEPHONE PAINT MARK
TELEPHONE POLE
POLE WITH LIGHT
APPROXIMATE PROPERTY LINE
EASEMENT LINE
TRAFFIC STRIPING
C
E UNDERGROUND ELECTRIC PAINT MARK
E
GM
JP
PP
TP
WM
GV
ICV
EM
PP
20" PINE TREE WITH DIAMETER NOTED
UNDERGROUND FIBER OPTIC PAINT MARKFO
TRAFFIC SIGNAL BOXTSB
ARV AIR RELEASE VALVE
IRR IRRIGATION PIPE
VALVE
B-1
C-1
SOIL BORING LOCATION & NUMBER
PER PROJECT GEOTECHNICAL REPORT
SOIL CPT LOCATION & NUMBER PER
PROJECT GEOTECHNICAL REPORT
OIL OIL PIPE LINE
E UNDERGROUND ELECTRICAL LINE
SANITARY SEWER LINE
GAS LINE
AT&T LINE
NEW PIPELINE CENTERLINE
EXISTING GROUND SURFACE (PROFILE VIEW)
SURVEY CONTROL POINT AND NUMBER
FOUND MONUMENT AS DESCRIBED (SEE
MONUMENT TABLE)
1
1
SURVEY NOTES
GAS MANHOLE
STORM DRAIN MANHOLE
SANITARY SEWER MANHOLE
ELECTRICAL BOX
GAS BOX
STREET LIGHT BOX
TELEPHONE BOX
BOLLARD/SMALL POLE
SANITARY SEWER CLEAN OUT
MONITORING WELL
STREET SIGN/SIGN POST
MAIL BOX
ELEC
MW
CO
TEL
G
S
GAS
SLB
FIBER OPTIC PLACARDFO
GAS PLACARDG
AGENCY/UTILITY
AGENCY CONTACT PHONE
NUMBER
AT&T NEIL ZAKARIA (805) 546-7012
PG&E TOM WAHWEOTTEN (805) 546-5272
SOUTHERN CALIFORNIA GAS COMPANY CLAUDIA TURNER
(805) 681-8024
COMCAST ALLEN UPCHURCH (805) 331-5113
VERIZON SANDRA O'KEEFE (805) 925-0057
LEVEL 3 COMMUNICATION RAFAEL HERNANDEZ (805) 223-1975
UNDERGROUND SERVICE ALERT 811
AC ASPHALTIC CONCRETE
ARV AIR RELEASE VALVE
AVV AIR VACUUM VALVE
Ì CENTERLINE
CAV COMBINATION AIR VALVE
DIA. DIAMETER
DIP DUCTILE IRON PIPE
EC END OF CURVE
EL ELEVATION
EXIST. EXISTING
FLG FLANGE
FL FLOW LINE
FO FIBER OPTIC
GRS GALVANIZED RIGID STEEL
POTHOLE NUMBER/LOCATION1
NEW SAMPLING STATION
NEW CAV
NEW BLOWOFF VALVE
NEW ARV
NEW AVV
MJ MECHANICAL JOINT
PD PLANT DRAIN
PC POINT ON CURVE
PCC PORTLAND CONCRETE
PAVEMENT
PE PLAIN END
PH POTHOLE
PI POINT OF INFLECTION
PL PROPERTY LINE
PP POWER POLE
PRV PRESSURE RELEASE VALVE
R/W RIGHT-OF-WAY
SD STORM DRAIN
SS SANITARY SEWER
STA STATION
TS TRAFFIC SIGNAL
THRUST BLOCK
SS12 ABANDONED SANITARY SEWER LINE
1. SURVEY PERFORMED BY SAVIOR MICALLEF LAND SURVEYING ON APRIL 2014.
2. THE BOUNDARY SHOWN IS A RECORD BOUNDARY ONLY. A TITLE REPORT WAS PROVIDED TO
THE SURVEYOR BY THE CLIENT. NO PROPERTY CORNERS WERE FOUND ON THE SUBJECT
PROPERTY AND NO WARRANTY IS MADE ABOUT THE BOUNDARY SHOWN. EASEMENTS SHOWN IN
THE TITLE REPORT WERE PLOTTED.
3.BENCHMARK STATEMENT: THE ELEVATIONS SHOWN ARE BASED ON CITY OF SAN LUIS OBISPO
VERTICAL DATUM (2007). BENCHMARK NO. 48 WAS HELD BEING A FOUND LEAD & TACK IN
CENTER CURB RETURN OF ROAD DIVIDER ON EAST SIDE OF S. HIGUERA AT MARGARITA
AVENUE.
ELEVATION=143.18' (NAVD 88)
4.HORIZONTAL CONTROL STATEMENT: THE HORIZONTAL CONTROL NETWORK USED WAS CITY OF
SAN LUIS OBISPO HORIZONTAL CONTROL NETWORK 2007 BASED ON THE NORTH AMERICAN
DATUM OF 1983 (NAD83) EPOCH DATE 1991.35, ZONE 5 CALIFORNIA. POINTS HELD ARE:
#8104 #8105
N=2289874.833 N=2290150.665
E=5764993.600 E=5766571.883
5.BASIS OF BEARINGS: THE BEARINGS SHOWN ARE MEASURED BEARINGS PER THE HORIZONTAL
CONTROL NETWORK REFERENCED ABOVE. BEARINGS SHOWN WITH (R1) ARE RECORD MAP
BEARINGS.
NEW FENCE
1. CONTRACTOR TO COMPLY WITH THE REQUIREMENTS OF THE CALIFORNIA STATE
WATER RESOURCES CONTROL BOARD AND CITY STANDARD SPECIFICATIONS.
2. PROJECT DRIVEWAYS AND CONSTRUCTION ENTRANCES SHALL BE PROTECTED
AGAINST EROSION AND TRACKING OF MUD AND DEBRIS AT ALL TIMES, INCLUDING
EVENINGS, WEEKENDS AND HOLIDAYS. SUCH PROTECTION MAY BE MODIFIED TO
PROVIDE ACCESS TO THE WORK SITE DURING WORK HOURS.
3. ALL STOCKPILES SHALL BE PROTECTED AGAINST WIND AND WATER EROSION,
IMMEDIATELY UPON PLACEMENT AND REMOVED FROM STREET AT THE END OF EACH
DAY. SUCH PROTECTION SHALL REMAIN IN PLACE UNTIL USE OR REMOVAL OF THE
STOCKPILE, REGARDLESS OF THE TIME OF YEAR.
4. ALL FRESH CUT AND FILL SLOPES SHALL BE IMMEDIATELY PROTECTED BY
INSTALLATION OF EROSION CONTROL DEVICES, AND UNTIL PERMANENT EROSION
CONTROL IS ESTABLISHED.
5. PERMANENT EROSION CONTROL MEASURES SHALL BE FULLY ESTABLISHED TO THE
SATISFACTION OF THE OWNER. (TO BE COMPLETED NO LESS THAN 30 DAYS PRIOR TO
REQUEST FOR FINAL APPROVAL.)
6. WASTE MATERIALS SHALL NOT BE WASHED OFFSITE. THIS INCLUDES BUT IS NOT
LIMITED TO SOIL, PAINT, GROUT, COLOR COAT, CONCRETE DUST, SAW RESIDUES,
GRINDINGS, AND OIL.
7. THE CONTRACTOR IS RESPONSIBLE FOR THE PLACEMENT OF EROSION CONTROL
DEVICES IN ACCORDANCE WITH THE CITY'S STANDARDS AND SWRCB REQUIREMENTS.
EROSION CONTROL NOTES
NEW PLUG VALVE
CITY SPECIFICATION NO.
DATE:PROJECT TITLE:SHEET TITLE:of
SHEET NO.
22
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
JUNE 2017MARGARITA LIFT STATION REPLACEMENT0 11/2
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
91214A
G-002
2 LEGEND, ABBREVIATIONS, AND NOTESJJR
JPF
JEH
---
AS NOTED ON PLANS
1. STRUCTURAL CONCRETE SHALL BE CLASS "A" 4000 PSI, UNLESS INDICATED OTHERWISE.
2. VERIFY DIMENSIONS AND CONDITIONS AT THE SITE BEFORE STARTING WORK. ANY CONFLICTS BETWEEN
DETAILS OR DIMENSIONS ON THE DRAWINGS SHALL BE REPORTED PROMPTLY TO THE OWNER.
3. TAKE PRECAUTIONARY MEASURES TO PROTECT UTILITIES AND STRUCTURES SHOWN AS WELL AS ANY AND
ALL OTHERS NOT ON RECORD DRAWINGS OR NOT SHOWN ON THESE PLANS. ALL SUCH IMPROVEMENTS OR
STRUCTURES DAMAGED BY THE CONTRACTOR'S OPERATIONS SHALL BE REPAIRED OR RECONSTRUCTED TO
ORIGINAL DESIGN CONDITION AND/OR THE APPLICABLE REQUIREMENTS OF THE AFFECTED UTILITY AT THE
CONTRACTOR'S EXPENSE. APPROVAL BY CITY SHALL ALSO BE REQUIRED.
4. COORDINATE UNDERGROUND UTILITY MARKING WITH THE LOCAL UNDERGROUND SERVICE ALERT
JURISDICTION (CALL 811) PRIOR TO CONSTRUCTION.
5. VERIFY LOCATIONS AND DEPTHS OF EXISTING UTILITIES BEFORE BEGINNING CONSTRUCTION. LOCATIONS
SHOWN ON THESE PLANS ARE APPROXIMATE AND FOR GENERAL INFORMATION ONLY.
6. UPON LEARNING OF THE EXISTENCE AND LOCATIONS OF ANY UNDERGROUND FACILITIES NOT SHOWN OR
SHOWN INACCURATELY ON THESE PLANS OR NOT PROPERLY MARKED BY THE UTILITY OWNER, IMMEDIATELY
NOTIFY THE OWNER.
7. USE EXTREME CAUTION WHEN WORKING NEAR OVERHEAD OR UNDERGROUND POWER, GAS, OR OTHER
UTILITIES SO AS TO SAFELY PROTECT ALL PERSONNEL AND EQUIPMENT. PROTECT FROM DAMAGE INCURRED
DURING CONSTRUCTION ALL OVERHEAD UTILITY LINES WHETHER SHOWN OR NOT SHOWN ON THESE PLANS.
NOTIFY UTILITY COMPANIES PRIOR TO ANY WORK IN OVERHEAD LOCATIONS. CONTRACTOR SHALL BE
RESPONSIBLE FOR COST INCURRED.
8. PRESERVE ALL SURVEY MARKERS AND MONUMENTATION. THOSE REQUIRING REMOVAL SHALL BE TIED OUT;
A CORNER RECORDED; AND RE-ESTABLISHED IN ACCORDANCE WITH THE LOCAL GOVERNING AUTHORITY
AND CITY STANDARDS.
9. MAINTAIN SITE SECURITY AND OWNER ACCESS THROUGHOUT CONSTRUCTION. FURNISH AND INSTALL
TEMPORARY SECURITY FENCING DURING CONSTRUCTION.
10. COMPACTION OF BACKFILL MATERIALS SHALL BE BY MECHANICAL EQUIPMENT IN ACCORDANCE WITH
SPECIFICATION SECTION 77 OF THE CITY STANDARD SPECIFICATIONS. NO FLOODING OR JETTING WILL BE
ALLOWED.
11. ALL SPECIFICATIONS, DRAWINGS, AND DETAILS INCLUDED IN THE CONTRACT DOCUMENTS SHALL FULLY
APPLY TO THE WORK WHETHER SPECIFICALLY REFERENCED OR NOT.
12. PROVIDE VIDEO TO DOCUMENT THE PRE-EXISTING CONDITIONS OF THE PROJECT SITE AND SURROUNDING
AREA. SUBMIT THE VIDEO TO THE CITY PRIOR TO THE START OF CONSTRUCTION.
13. MAINTAIN THE WORK AREA IN A NEAT, CLEAN, AND SANITARY CONDITION AT ALL TIMES AND TO THE
SATISFACTION OF THE OWNER. STREETS SHALL BE KEPT CLEAN OF DEBRIS, WITH DUST AND OTHER
NUISANCES BEING CONTROLLED AT ALL TIMES.
14. MAINTAIN A COMPLETE AND ACCURATE RECORD OF ALL CHANGES IN CONSTRUCTION FROM THAT SHOWN IN
THESE PLANS AND SPECIFICATIONS FOR THE PURPOSE OF PROVIDING A BASIS FOR RECORD DRAWINGS.
THE CONTRACTOR SHALL NOTE DEVIATIONS FROM THE PLANS ON A SET OF PLANS SPECIFICALLY SET ASIDE
FOR THIS PURPOSE. ANY CHANGES SHALL BE MADE ON THE ORIGINALS OF THE PLANS. NO CHANGES FROM
THAT SHOWN ON THESE PLANS AND SPECIFICATIONS SHALL BE MADE WITHOUT PRIOR WRITTEN APPROVAL
OF THE OWNER'S REPRESENTATIVE.
15. RESTORE ALL PAVEMENT, CONCRETE, ASPHALT, SIDEWALKS, CURBS, TRUNCATED DOMES, AND DRIVEWAY
SURFACES REMOVED OR DAMAGED DURING CONSTRUCTION UNLESS INDICATED OTHERWISE ON THE PLANS.
PAVEMENT, DRIVE APPROACH, AND SIDEWALK RESTORATION SHALL BE PER CITY STANDARDS. OTHER
SURFACES SHALL BE RESTORED IN-KIND UNLESS INDICATED OTHERWISE.
16. CONSTRUCTION ACTIVITIES SHALL BE LIMITED TO THE HOURS REFERENCED IN THE CITY'S SPECIAL
PROVISIONS AND AS LIMITED BY LOCAL ORDINANCE.
17. ALL FACILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF SAN LUIS OBISPO STANDARDS
AND SPECIFICATIONS, UNLESS OTHERWISE INDICATED IN THE CONSTRUCTION DOCUMENTS.
18. LIMIT CONSTRUCTION ACTIVITIES TO THE RIGHT-OF-WAY, EASEMENTS, AND DESIGNATED AREAS SHOWN ON
DRAWINGS.
19. PROJECT SPECIFIC GEOTECHNICAL INFORMATION IS CONTAINED IN THE FOLLOWING:
GEOTECHNICAL ENGINEERING REPORT MARGARITA AVENUE LIFT STATION AND FORCE MAIN
REPLACEMENT
SAN LUIS OBISPO, CA.
FEBRUARY 18, 2015
EARTH SYSTEMS PACIFIC
20. CONTRACTOR TO PROVIDE TRAFFIC CONTROL PLAN IN ACCORDANCE WITH CITY STANDARDS.
21. CONTRACTOR SHALL POSSESS A CLASS "A" LICENSE AT THE TIME THE CONTRACT IS AWARDED.
22. PROTECT OR REPAIR LANDSCAPE IRRIGATION AND TURF WITHIN CENTER MEDIAN OF MARGARITA AVENUE.
SEE SHEET C-201.
23. ALL JOINTS, FITTINGS, COUPLINGS, TRANSITION COUPLINGS AND CONNECTIONS TO BE MECHANICALLY
RESTRAINED UNLESS SPECIFICALLY IDENTIFIED AS OTHERWISE ON THE PLANS.
LOT 91
BOOK 8 MAPS, PAGE 2
PARCEL A
BOOK 24 PARCEL MAPS, PAGE 16
APN 053-182-027
APN 053-182-560
MARGARITA AVENUE
87.97'78.73'49.10'53.21'36.14'1.05'33.35'17.76'11.35'14.61'8.08'8.75'15.00'26.25'
EXISTING LIFT
STATION EASEMENT
8.40'
EXISTING CAST IRON FORCE MAIN
Scale: 1" = 10'
CONSTRUCTION EASEMENTS1
0 10 205
SCALE
1 INCH = 10 FEET
LEGEND
TEMPORARY CONSTRUCTION
EASEMENT
ADDITIONAL PERMANENT LIFT
STATION EASEMENT
QUITCLAIM
EASEMENT
CITY SPECIFICATION NO.
DATE:PROJECT TITLE:SHEET TITLE:of
SHEET NO.
22
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
JUNE 2017MARGARITA LIFT STATION REPLACEMENTKnow what's below.
before you dig.Call
R
0 11/2
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
91214A
G-003
3 EASEMENTSJJR
JPF
JEH
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AS NOTED ON PLANS
NOTES:
1. CONTRACTOR TO NOTIFY PROPERTY
OWNER 30 DAYS BEFORE
OCCUPYING TEMPORARY
CONSTRUCTION EASEMENT PER
SPECIFICATION SECTION 011100.
2. SEE SPECIFICATION APPENDIX B
FOR ADDITIONAL EASEMENT
DETAILS.
SAWCUT AND REMOVE A.C.
TO EXTENTS OF REPLACED
A.C. PER SHEET C-105
RELOCATE
ELECTRICAL LINE ,
SEE SHEET C-103
AND NOTE 4
SAWCUT AND REMOVE
CONCRETE CURB
REMOVE
EXISTING
BRICK
COLUMNS,
LIGHTS, AND
FENCE. SEE
NOTE 5.
PG&E BOX
EXISTING 10"Ø SEWER
EXISTING WET WELL TO BE
CONVERTED TO MANHOLE.
SEE SHEET C-104
ABANDON
EXISTING 6" FORCE
MAIN IN-PLACE
AND PER DETAIL
EXISTING MANHOLE
REMOVE AND
DISPOSE OF EXISTING
TREE STUMP
REMOVE AND DISPOSE
OF POST AND ANTENNA
EXISTING DRY WELL. REMOVE
ACCESS HATCH, MECHANICAL
COMPONENTS AND CONTROLS.
SEE SHEET C-102
RELOCATE GAS LINE.
SEE SHEET C-103
SEWER LATERAL
EXACT LOCATION
IS UNKNOWN
PG&E HIGH
VOLTAGE
VAULT
PACBELL
VAULT
1.5' HIGH TELE
COMM RISER
FRENCH DRAIN
PED 5' HIGH
PED 3.7' HIGH
FRENCH DRAIN
2
12 KV ELECTRIC LINE
RELOCATE ELECTRICAL
LINE , SEE SHEET C-103
AND NOTE 4
REMOVE AND DISPOSE
OF EXISTING TREE
INCLUDING STUMP
RELOCATE
SEWER LATERAL.
SEE SHEET C-103
REMOVE AND DISPOSE OF
A.C., SEE SHEET C-105
REMOVE EXISTING PANEL
AND PG&E SERVICE.
PRESERVE AND RELOCATE
GENERATOR RECEPTACLE.
SEE SHEET E-002
TO PG&E BOX
REMOVE AND DISPOSE OF
EXISTING LANDSCAPING
VEGETATION
SAWCUT AND REMOVE
CONCRETE CURB TO
EXTENTS NECESSARY
FOR CONSTRUCTION OF
NEW LIFT STATION
REMOVE AND DISPOSE
OF EXISTING TREES
INCLUDING STUMP
CBTV BOX
EXISTING DRIVEWAY APPROACH
REMOVE AND DISPOSE
OF SIDEWALK,
SEE SHEET C-103
?
?
Scale: 1" = 4'
DEMOLITION PLAN10482
SCALE
1 INCH = 4 FEET
DEMOLITION LEGEND:
PROTECT-IN-PLACE
A.C. TO BE REMOVED
CONCRETE TO BE REMOVED
DEMOLITION NOTES:
1. REMOVE LANDSCAPING WITHIN EXISTING AND
NEW PERMANENT EASEMENT LIMITS.
2. EXISTING LIFT STATION AND ELECTRICAL
SYSTEMS TO REMAIN IN OPERATION DURING
CONSTRUCTION OF NEW LIFT STATION.
3. ONCE NEW LIFT STATION IS OPERATIONAL AND
APPROVED BY THE CITY, DEMOLISH EXISTING
LIFT STATION AS SHOWN.
4. MAINTAIN CONTINUOUS SERVICE FOR ALL
EXISTING UTILITIES DURING CONSTRUCTION
AND/OR RELOCATION ACTIVITIES.
5. LOCATE ELECTRICAL SUPPLY AND CONDUIT
FOR EXISTING LANDSCAPE LIGHTING. REMOVE
CONDUIT TO LIMITS OF CONSTRUCTION AND
PROTECT FOR CONNECTION TO NEW LIGHTING
PER PROJECT LANDSCAPE PLAN
(SPECIFICATION APPENDIX A).
CITY SPECIFICATION NO.
DATE:PROJECT TITLE:SHEET TITLE:of
SHEET NO.
22
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
JUNE 2017MARGARITA LIFT STATION REPLACEMENTKnow what's below.
before you dig.Call
R
0 11/2
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
91214A
C-101
4 LIFT STATION DEMOLITION PLANJJR
JPF
JEH
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AS NOTED ON PLANS
4'-0"MIN.CAP AND PLUG
ALL PIPES AND
CONDUITS
12"
TYP.
PLUG
CONCRETE
PLUG
ABANDON
IN PLACE
ABANDON
IN PLACE
CAP ABANDON IN PLACE
REMOVE, SEE
SHEET C-101
REMOVE ACCESS TUBE TO A MINIMUM DEPTH
OF 4 FEET BELOW GRADE. BACKFILL WITH
CLASS II AGGREGATE BASE
REMOVE ALL ITEMS WITH
HATCH PATTERN
ABANDON IN PLACE,
CONCRETE PLUG PER DETAIL
2
BACKFILL STRUCTURE
WITH 2-SACK SLURRY
EXISTING LIFT STATION AND WET
WELL - PLAN VIEW
EXISTING LIFT STATION AND
WET WELL - ELEVATION
EXISTING DRY WELL
PLAN VIEW
REMOVE WET
WELL COVER
SEE DEMOLITION
NOTES IN ELEVATION
VIEW
CAP AND PLUG
ALL PIPES AND
CONDUITS
2
24" MIN
CONCRETE PLUG
ABANDONED-IN-PLACE PIPE SECTION
SAND BAG PLUG
EXISTING PIPE. REMOVE
AND DISPOSE OF AS
NEEDED
Scale: NOT TO SCALE
DEMOLITION DETAILS1
Scale: NOT TO SCALE
TYPICAL CUT, PLUG & ABANDON DETAIL2
CITY SPECIFICATION NO.
DATE:PROJECT TITLE:SHEET TITLE:of
SHEET NO.
22
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
JUNE 2017MARGARITA LIFT STATION REPLACEMENTKnow what's below.
before you dig.Call
R
0 11/2
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
91214A
C-102
5 DEMOLITION DETAILSJJR
JPF
JEH
---
AS NOTED ON PLANS
NATURAL GAS
GENERATOR ON
EQUIPMENT PAD PER
SPECIFICATION
SECTION 263213. SEE
ELECTRICAL SHEETS.
CONTROL PANEL ON
EQUIPMENT PAD. SEE
ELECTRICAL SHEETS.
MARGARITA AVE
6"Ø HDPE FORCE MAIN
M
EXISTING
WET WELL 1
17
9
18
13
9
FABRICATED
HDPE FITTING,
(2) 45° BENDS
2
-
A
C-104
3 4" RECYCLED
WATER LINE
HOSE BIB
PER DETAIL
2
C-502
3 4" RECYCLED WATER SERVICE
PER CITY STANDARD 6210 AND
6260. SEE NOTE 6.
8'-0"x8'-0"x 8" PRECAST CONCRETE
LID WITH MANHOLE FRAMEAND
COVER WITH WORDS "SANITARY
SEWER" PER CITY STANDARD 6040 21
20
RELOCATE GAS
LINE. MATCH
EXISTING LINE SIZE.
2" RECYCLED
WATER
SERVICE LINE
CONNECT 2" RECYCLED WATER LINE TO
RECYCLED WATER MAIN, LOCATED ON
EAST BOUND SIDE OF MARGARITA AVE.
CONNECT PER CITY STANDARD 6210.
22
22
2" GAS LINE TO
GENERATOR
GAS
METER
FUTURE IRRIGATION
SLEEVE. SEE SHEET C-105
2" GAS LINE
THICKENED
A.C. PAVEMENT
3 4" RECYCLED WATER SERVICE
PER CITY STANDARD 6210 AND
6260. LOCKED OFF FOR
FUTURE USE.
INSTALL 2" PVC PIPE
SLEEVE TO 12"
BEHIND SIDEWALK
PER CITY STANDARD
CONNECT GAS LINE TO
GAS MAIN LOCATED ON
EAST BOUND SIDE OF
MARGARITA AVE.
18
RE-CONNECT
ELECTRICAL LINES
RELOCATE ELECTRICAL
LINES OUTSIDE OF LIFT
STATION EASEMENT.
MATCH EXISTING
CONDUIT AND
CONDUCTOR SIZE.
19
3
4
2
15
23
22
PROVIDE
ELECTRICAL
JUNCTION BOX
24
CLEANOUT, TYP
27
26
SEE SHEET C-201
FOR CONTINUATION
22
LIGHT POLE
SEE SHEET E-003
RE-CONNECT
GAS LINE
4'X4' AREA
RESERVED
FOR FUTURE
ODOR
CONTROL
SYSTEM
20
A.C. REPAIR
8'-0"4'-8"12"9
6
5
14
10
10
9
6
5
7
6
12
14
10
10
16 99
11
12"
MIN.
31'-6"UTILITY BOX AND
CONCRETE COLLAR
NOT SHOWN FOR
CLARITY
26
72"x48" DOUBLE
DOOR HATCH
COVER OPENING
19
LADDER
PER DETAIL 5
C-501
9 16 9 8
6"6"6" FLANGE ADAPTER (RESTRAINED)
25
TYP.
28
Scale: 1" = 5'
LIFT STATION SITE PLAN1
0 5 102.5
SCALE
1 INCH = 5 FEET
GENERAL NOTES:
1. SUBMIT DEWATERING PLAN PER
SPECIFICATION SECTION 312319 AND
SHORING PLAN PER SPECIFICATION SECTION
314100.
2. MAINTAIN SEWER SERVICE AT ALL TIMES.
TEMPORARY BYPASS PUMPING MAY BE
REQUIRED DURING CONSTRUCTION. SUBMIT
BYPASS PLAN IN ACCORDANCE WITH
SPECIFICATION SECTION 015800. INCLUDE
SPILL RETENTION, CONTROL AND
COUNTERMEASURE PLAN.
3. SUBMIT PLAN TO PROVIDE TEMPORARY
CONNECTION BETWEEN EXISTING LIFT
STATION AND FORCE MAIN PER
SPECIFICATION SECTION 018110.
4. CONTRACTOR TO PROVIDE TRAFFIC
CONTROL PLANS INCLUDING PEDESTRIAN
ACCESS AND SIDEWALK CLOSURES PER CITY
STANDARD SPECIFICATION SECTION 7-1.03B.
TRAFFIC CONTROL SHALL BE PER CITY
STANDARD SPECIFICATION SECTION 12.
ADDITIONAL TRAFFIC CONTROL WILL BE
REQUIRED BEYOND THE SIGNAGE DENOTED
ON THE PLANS.
5. TRENCH REPAIR IN STREET SHALL BE PER
CITY STANDARD 6025.
6. COORDINATE INSTALLATION OF CITY
FURNISHED METER.
CONSTRUCTION NOTES
ITEM DESCRIPTION
CONVERT EXISTING WET WELL TO MANHOLE FOR 10" SEWER LINE PER DETAIL
NEW 10"Ø PVC SEWER
72"Ø FIBERGLASS WET WELL PER SPECIFICATION SECTION 068200
INSTALL TWO (2) CONSTANT SPEED SUBMERSIBLE PUMPS (HIDROSTAL D4K-LT) WITH
PREROTATION BASIN, STAINLESS STEEL GUIDE RAIL SYSTEM AND STAINLESS STEEL
LIFTING CHAIN
4" CHECK VALVE, FLGxFLG
4" PLUG VALVE, FLGxFLG
4" 45° ELBOW, FLGxFLG
6"x4" WYE, FLGxFLG
6"Ø DUCTILE IRON PIPE
4"Ø DUCTILE IRON PIPE
PRESSURE CLEANOUT PER DETAIL
BYPASS RISER, 4" MALE CAMLOCK WITH CAP
DUCTILE IRON PIPE TO HDPE PIPE TRANSITION COUPLING (RESTRAINED)
4" RESTRAINED FLEXIBLE COUPLING EBAA SERIES 3800 OR APPROVED EQUAL.
4"Ø VENT PIPE PER DETAIL
6"x4" TEE, FLGxFLG
MAGNETIC FLOW METER IN 4'x5' VAULT PER DETAIL
6" 45° ELBOW, RESTRAINED, MJxMJ
4'-8"x8'x5' PRECAST CONCRETE VAULT WITH 48"x72" DOUBLE DOOR LOCKABLE ALUMINUM
HATCH COVER AS MANUFACTURED BY MIDSTATE CONCRETE PRODUCTS OR APPROVED
EQUAL.
SEWER LATERAL PER CITY STANDARDS 6020 AND 6810. PIPE DIAMETER TO MATCH
EXISTING. EXTEND LIMITS OF A.C. REPAIR TO CURB WEST OF TRENCH.
PROTECT IN PLACE CONCRETE DRIVEWAY AND GUTTER. INSTALL LATERAL USING
TRENCHLESS TECHNIQUES. BACKFILL ANY VOIDS REMAINING UNDER EXISTING DRIVEWAY
APPROACH WITH 1-SACK SLURRY.
SEE SHEET C-105 FOR SITE IMPROVEMENTS.
2' x 3' PULL BOX, SEE SHEET E-003
REMOVE AND REPLACE SIDEWALK AND GUTTER PER CITY STANDARDS 4030, 4110, AND
4910 TO EXTENTS NECESSARY FOR CONSTRUCTION.
PIPE SUPPORT PER DETAIL
4"Ø SCH80 PVC VAULT DRAIN
CONNECT SEWER LATERAL PER CITY STANDARD 6810. CITY TO PROVIDE
AND INSTALL INSERT-A-TEE.
6" RESTRAINED FLEXIBLE COUPLING EBAA SERIES 3800 OR APPROVED
EQUAL.
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
1
C-502
2
C-501
2
C-503
1
C-503
Scale: 3/4" = 1'-0"
VALVE VAULT2
CITY SPECIFICATION NO.
DATE:PROJECT TITLE:SHEET TITLE:of
SHEET NO.
22
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
JUNE 2017MARGARITA LIFT STATION REPLACEMENTKnow what's below.
before you dig.Call
R
0 11/2
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
91214A
C-103
6 LIFT STATION SITE PLANJJR
JPF
JEH
---
AS NOTED ON PLANS
SEE SHEET C-201 FOR
CONNECTION LOCATION
4
C-501 TYP.
LANDSCAPING
FINISH GRADE
6" CURB PER CITY
STANDARD DWG 4020
5'-4"
4'-8" ID
1'-6"6'-6"
SEE SHEET
E-003 FOR
CONTINUATION
INV EL=137.12
18"
MIN.12"MIN.4" SCH80 PVC
DRAIN PIPE
TO WET WELL
CRUSHED GRAVEL
WRAPPED IN SUBGRADE
ENHANCEMENT GEOTEXTILE
PER SPECIFICATION
SECTION 312300
COMPACT SUBGRADE TO
MINIMUM 90% RELATIVE
COMPACTION
SLOPE
PIPE SUPPORT, TYP
PER DETAIL 4
C-501
4"Ø DI PIPE
4" RESTRAINED
COUPLING, EBAA
SERIES 3800 OR
APPROVED EQUAL
BRACKET
ATTACHMENT
ALUMINUM HATCH
WITH FALL
PROTECTION PER
SPECIFICATION
SECTION 055300
5'-0"
8'-0"x8'-0" x 8" PRECAST
CONCRETE LID WITH
MANHOLE FRAME AND COVER
COAT WET WELL
PER SPECIFICATION
SECTION 099720
CUT, PLUG
AND
ABANDONED
LATERAL
PER DETAIL
1
C-102
6'-0" ID316 SST GUIDE
RAILS, SIZE PER
MANUFACTURERS
RECOMMENDATION
INV. 124.0510" PVC
INV. 124.10
S=0.010
CONNECTION TO
EXISTING WET WELL
TOS=142.16
4" DRAIN
WITH GRATE
6'-0"Ø FIBERGLASS WET
WELL PER SPECIFICATION
SECTION 068200
PREROTATION BASIN FORM,
SUPPLIED BY PUMP
MANUFACTURER 6"MIN.18"
MIN.
EL 117.20
112" CRUSHED GRAVEL WRAPPED IN FILTER
FABRIC PER SPECIFICATION SECTION 312300
HIDROSTAL
D4K-LT 7.5 HP,
1750 RPM, 360
GPM @ 38 ft TDH
PLUG AND ABANDON
EXISTING SUCTION
PIPES PER DETAIL 1
C-102
EL 119.40
2-SACK
SAND-CEMENT
SLURRY
(E) 10" VCP
INV. 124.20
CHANNEL MANHOLE
BASE TO BE POURED
AGAINST SLURRY
BACKFILL PER DETAIL
BACK OF
SIDEWALK
1
C-502
PUMP OFF
EL 119.20
LEAD PUMP ON
EL 122.50
LAG PUMP ON
EL 123.50
HWA
EL 124.00
SST LIFTING CHAIN PER
PUMP MANUFACTURER
RECOMMENDATION
EG
3'-0"EXISTING
WET WELL
316 SST SLIDE GATE
MODEL S202 BY RODNEY
HUNT-FONTAINE INC OR
APPROVED EQUAL
4" PEATRAP
FIBERGLASS INLET
BAFFLE. TO BE
PROVIDED BY WET
WELL MANUFACTURER.
BACKFILL AROUND WET WELL PER
SPECIFICATION SECTION 312300
2" TO 4" OF SAND OR GRAVEL
BACKFILL FOR LEVELING OF WET WELL
EL=142.57
TOS=142.65
TOS=142.40
3"MIN.5' HIGH AMERISTAR
MONTAGE PLUS
COMMERCIAL ORNAMENTAL
IRON FENCE. SEE
LANDSCAPING SHEETS,
APPENDIX A
5' HIGH AMERISTAR MONTAGE
PLUS COMMERCIAL
ORNAMENTAL IRON FENCE.
SEE LANDSCAPING SHEETS,
APPENDIX A.EXPANSION JOINT,
12" BITUMINOUS
PREFORMED JOINT
FILLER WHERE
ADJACENT TO
STRUCTURES, TYP.
CITY SPECIFICATION NO.
DATE:PROJECT TITLE:SHEET TITLE:of
SHEET NO.
22
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
JUNE 2017MARGARITA LIFT STATION REPLACEMENTKnow what's below.
before you dig.Call
R
0 11/2
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
91214A
Scale: 1" = 2'
LIFT STATION SECTION VIEWA
GENERAL NOTES:
1. WATER LEVEL CONTROL ELEVATION SETTINGS
ARE INITIAL AND TO BE MODIFIED IN THE FIELD.
2. CONTRACTOR TO NOTE GROUND WATER
CONDITIONS OBSERVED AT TIME OF FIELD
EXPLORATION FOR THE PROJECT
GEOTECHNICAL ENGINEERING REPORT.
DEWATERING OF THE SITE SHALL BE
PREFORMED PER SPECIFICATION SECTION
312319.
3. SHORING OF EXCAVATIONS SHALL BE PER
SPECIFICATION SECTION 314100.
4. WET WELL SHALL HAVE FLEXIBLE TYPE
CONNECTIONS AT ALL PIPE PENETRATIONS.
FLEXIBLE CONNECTIONS TO BE PROVIDED BY
WET WELL MANUFACTURER.
C-104
7 SECTION VIEWJJR
JPF
JEH
---
AS NOTED ON PLANS
REPLACE CURBS AS
REQUIRED. CURB WIDTH
AND HEIGHT TO MATCH
EXISTING ADJACENT CURB.
PAINT PARKING STALLS PER
LANDSCAPING, APPENDIX A
OF THE SPECIFICATIONS
CONCRETE
FLATWORK
SLOPE = 2% MAX.
1% MIN.
6" CONCRETE CURB AT
EDGE OF FLATWORK
ALONG NORTHSIDE PER
CITY STANDARD 4020
CONCRETE
PAVEMENT.
SLOPE = 2% MAX.
1% MIN.
A
INSTALL 3" SCH80 PVC PIPE
(IRRIGATION SLEEVE) WITH
16" OF COVER FOR FUTURE
IRRIGATION PIPING.
EXTEND PIPE A MINIMUM
12" BEYOND CURB AND CAP
CURB TO HAVE
POSITIVE
DRAINAGE TO
DRIVEWAY
SLOPESLOPETOS=142.40
FG=142.15
FG=142.65
FG=142.15
TOS=142.40
TOC=142.90
FG=141.75TOS=142.00
FG=141.95
FG=141.90
TOS=142.15
AC=142.15
SLOPE TOBACK OFSIDEWALKTOS=142.00
AC=142.00
A.C. ELEVATION
TO MATCH
CONCRETE SLAB
FG(E)=???
FG(E)=???
FG(E)=???
FG(E)=???
FG(E)=???
FG(E)=???
FG(E)=???
FL=???
FL=???
FL=???
FL=???
FL=???SLOPESLOPE
SLOPE
FG(E)=???
FG(E)=???
MATCH EXISTING A.C.
PAVEMENT THICKNESS,
3" MINIMUM
A.C. PAVEMENT PER
SPECIFICATIONS AND CITY
STANDARD 39.
COMPACT EXISTING BASE TO 95%
RELATIVE COMPACTION. WHERE
NO BASE IS PRESENT, PLACE A
MINIMUM OF 4" OF CLASS II BASE.
NOTE: EXISTING PARKING LOT
PAVEMENT SECTION IS ESTIMATED
TO BE 3" A.C. OVER 4" BASE.5"8"A.C. PAVEMENT PER
SPECIFICATIONS AND CITY
STANDARD 39.
SCARIFY AND COMPACT
SUBGRADE TO 95%
RELATIVE COMPACTION
CLASS II BASE
COMPACTED TO 95%
RELATIVE COMPACTION
Scale: 1" = 8'
SITE IMPROVEMENTS PLAN1
0 10 205
SCALE
1 INCH = 10 FEET
LEGEND
REPLACE ASPHALT
PAVEMENT PER DETAIL
THICKENED PAVEMENT
SECTION PER DETAIL
4" CONCRETE FLATWORK
PER DETAIL
8" CONCRETE PAVEMENT
PER DETAIL
GENERAL NOTES:
1. CONTRACTOR SHALL MAINTAIN EXISTING
FINISH GRADES AND SLOPES UNLESS
INDICATED OTHERWISE ON THESE PLANS.
2. A.C. SHALL BE PER CITY STANDARD
SPECIFICATION SECTION 39.
3. CONTRACTOR TO PROVIDE NEW FENCE,
LIGHTING AND LANDSCAPING PER APPENDIX A
OF THE SPECIFICATIONS.
CITY SPECIFICATION NO.
DATE:PROJECT TITLE:SHEET TITLE:of
SHEET NO.
22
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
JUNE 2017MARGARITA LIFT STATION REPLACEMENTKnow what's below.
before you dig.Call
R
0 11/2
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
91214A
C-105
8 SITE IMPROVEMENT PLANJJR
JPF
JEH
---
AS NOTED ON PLANS
3
2
NOT TO SCALE
A.C. REPAIR - PARKING AREA2
NOT TO SCALE
THICKENED A.C. PAVEMENT SECTION3
A
A
S. HIGUERA STREETMARGARITA AVENUE
3+70
1+00
2+00 3+00
L1
L2 L3 L4L5L6L7
PI: STA. 1+29.44
2.7° ∠ RT
N:2290460.31
E:5765060.28
PI: STA. 1+82.25
1.5° ∠ RT
N:2290451.62
E:5765112.37
STA. 3+12.60
45° BEND
N:2290426.93
E:5765240.37
STA. 3+17.60
45° BEND
N:2290429.73
E:5765244.51
STA. 3+67.13
45° BEND
N:2290477.27
E:5765255.55
STA. 3+64.56
45° BEND
N:2290475.83
E:5765253.42
CENTERLINE 6"Ø DR17 HDPE
FORCE MAIN PER
SPECIFICATION SECTION
402097 6"Ø DR17HDPE PIPE6"ØDIPREPAIR TRAFFIC SIGNAL LINES PER CITY
STANDARDS, SEE GENERAL NOTE 4
130
135
140
145
150
130
135
140
145
150
0+95 1+00 1+50 2+00 2+50 3+00 3+50 3+80
STA. 3+12.6045° BENDSTA. 3+64.566" 45° ELBOW, MJxMJSTA. 3+67.136" 45° ELBOW, MJxMJ6"Ø DIP6"Ø HDPE DR17 STA.3+63.14INV IN=138.50 STA. 3+17.6045° BENDSTA. 2+39.63END RADIUSSTA. 1+99.20BEGIN RADIUSPI: STA.1+29.44Δ=2.7°END RADIUSINV =139.29R=402'S=0.0019
R=2109'INV=137.12INV=132.12 INV=132.12
INV=138.71INV=139.16 S=0.0903
S=0.0000PI: STA.1+82.25Δ=1.5°INV=139.19
S=0.0019WATER MAININV UNKNOWN4" GASINV UNKNOWNTRAFFIC SIGNALTRAFFIC SIGNAL(2) AT&T DUCTSINV UNKNOWNTRAFFIC SIGNAL(2) WATER LATERALSINV UNKNOWNGAS - INV UNKNOWN10" WATERINV UNKNOWN(2) AT&T DUCTSINV UNKNOWNELECTRICALINV UNKNOWNEXISTING GROUND
OVER CENTERLINE
OF FORCE MAIN
Line Table
Line #
L1
L2
L3
L4
L5
L6
L7
Length
29.44'
52.81'
130.36'
5.00'
46.95'
2.57'
2.97'
Direction
S83° 14' 00.83"E
S80° 32' 00.73"E
S79° 04' 48.36"E
N55° 55' 46.02"E
N10° 56' 20.40"E
N55° 56' 20.40"E
S79° 03' 39.60"E
0
0
10'20'
H: 1" = 10'
2.5'5'
V: 1" = 2.5'
00 10'20'
CITY SPECIFICATION NO.
DATE:PROJECT TITLE:SHEET TITLE:of
SHEET NO.
22
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
JUNE 2017MARGARITA LIFT STATION REPLACEMENT0 11/2
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
91214A
C-201
9 FORCE MAINPLAN AND PROFILEJJR
JPF
JEH
---
AS NOTED ON PLANS
GENERAL NOTES:
1. CONTRACTOR TO PROVIDE TRAFFIC CONTROL PLANS
INCLUDING PEDESTRIAN ACCESS AND SIDEWALK CLOSURES
PER CITY STANDARD SPECIFICATION SECTION 7-1.03B. TRAFFIC
CONTROL SHALL BE PER CITY STANDARD SPECIFICATION
SECTION 12. ADDITIONAL TRAFFIC CONTROL WILL BE REQUIRED
BEYOND THE SIGNAGE DENOTED ON THE PLANS.
2. CONTRACTOR TO POTHOLE EXISTING UTILITIES ALONG
ALIGNMENT PER SPECIFICATION SECTION 023219.
3. FORCE MAIN PROFILE AND ALIGNMENT SHOWN REFLECT
CONDITIONS OF EXISTING PIPE. INSTALLATION OF FORCE MAIN
SHALL FOLLOW EXISTING PIPE PROFILE. CONTRACTOR TO
SUBMIT ANY PROPOSED DEVIATIONS TO PROFILE AND
ALIGNMENT TO ENGINEER PRIOR TO INSTALLATION.
4. IF DAMAGED TRAFFIC SIGNAL LOOPS SHALL BE REPLACED WITH
A VIDEO DETECTION SYSTEM PER CITY STANDARD 86.
5. IRRIGATION LINES EXIST WITHIN THE CENTER MEDIAN
(APPROXIMATELY 12" DEEP AND 18" FROM CURB). PROTECT IN
PLACE OR REPAIR DAMAGED LANDSCAPE IRRIGATION IN-KIND.
SEED DISTURBED TURF AREAS WITH PERENNIAL RYEGRASS
SEED.
NOT TO SCALE
TRENCH DETAIL1 NOT TO SCALE
PRESSURE CLEANOUT2
NOT TO SCALE
WALL PENETRATION3 Scale: NOT TO SCALE
PIPE SUPPORT4 Scale: NOT TO SCALE
LADDER DETAIL5
CITY SPECIFICATION NO.
DATE:PROJECT TITLE:SHEET TITLE:of
SHEET NO.
22
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
JUNE 2017MARGARITA LIFT STATION REPLACEMENTKnow what's below.
before you dig.Call
R
0 11/2
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
91214A
C-501
10 CIVIL DETAILS - 1JJR
JPF
JEH
---
AS NOTED ON PLANS
4"R1"CLASS "A"
CONCRETE
2-SACK
SAND-CEMENT
SLURRY
WALLS OF
EXIST. WET
WELL
6'-0"
A
-
SHELF
SHELF
SECTION A
PLAN VIEW
EXIST. 10"
VCP PIPE
10"Ø D.I. PIPE
EXIST. WET WELL
SLOPE
SHELVES TO
DRAIN
EXIST. 4" LATERALS CUT,
PLUG AND ABANDON
EXIST. 6" SUCTION
LINE CUT, PLUG
AND ABANDON.
SEE SHEET C-102
EXIST. 6" SUCTION
LINE CUT, PLUG
AND ABANDON.
SEE SHEET C-102
Scale: NOT TO SCALE
POURED-IN-PLACE SEWER MANHOLE BASE FOR1RETROFIT TO EXISTING WET WELL
SYNTHETIC RUBBER
SEALING COMPOUND
(2) 3/8"Ø SST CONC ANCHORS
WELD FLANGE & COAT
WELD W/ ZINC PAINT
YARD
INSTALLATION
AL ⅊ 1/4"x3/4"x4" (TYP)
SIGN PER CITY STANDARDS
8810 AND 8820
1/4"Ø HOT-DIP GALV U-BOLTS
1. SIGN SHALL BE PER CITY STANDARD SPECIFICATIONS.
2. INSTALL HOSE RACK AT EACH HOSE VALVE.
3. HOSE BIB CONTROLLER SHALL BE PROVIDED WITH CONNECTION TO DRIP
IRRIGATION FOR LANDSCAPE ESTABLISHMENT.3"6" MIN
STRUCTURAL
INSTALLATION
PVC TO GSP ADAPTER
3 4" 90° ELL
NOTES
3
-
RECYCLED WATER
DO NOT DRINK
CAUTION
2'-0"2'-6" UNLESS OTHERWISEINDICATED ON THE DRAWINGSPVC PIPE SLEEVE
CONCRETE SLAB
⅊ 3/8"x6"x6"
FLANGE
1/8
FINISH
GRADE
1" GSP
3 4" GSP
3 4" HOSE VALVE (TYPE 410)
GSP TO PVCP
COUPLING
CAP PIPE AT
RUN ENDS 2'-6"MIN COVERCLASS "C" CONC
1'-6" DIAMETER
DIMENSION IN INCHES
8
6
F
TYPE B-1-1/2 HOSE
TYPE A-3/4 HOSE 10-1/2
RACK TYPE
14
A
12 12
9
B
9
C
24 4
18
D
3
E
1/8
13
9-3/4
H
7-1/2
10
G
1-1/2
2
J
FOR STAND ALONE POLES USE 8"x2
FT SQ CONC PAD W/ A 2" DIA
SCHED 40 GALV STL PIPE FOR POLE
1'-0"
2'-0"6"9"2'-0"2'-6"4"4-3/8" RND HEAD
BOLTS W/PL
1/8"x2"x4"
POLE
(APPROX 2")
PLACE ADJ TO
SIDEWALK
NOTE:
UNITS FABRICATED FROM 1/8" 6061-T6 AL ALLOY PLATE USE TYPE "A" UNO ON DWGS
WALL MOUNTED - ATTACH TO CONC WALL W/4 3/8" SST STUD TYPE WEDGE ANCHORS
POLE MOUNTED - INCLUDES POSTS, HANDRAILS, STANCHIONS, ETC SEE BELOW
C
D
RADHBOLT LOCATION FOR
WALL MOUNTEDBABOLT LOCATION
FOR POLE MOUNTED
G
FEJ2'-6" FROM FLOOR,
BASE, LANDING, ETC
8"CONCRETE FLATWORK (2500 psi) SECTION
WIDTH PER PLANS
4"CONCRETE LIGHT
BROOM FINISH
6"
6"
1
2
1
2
EXPANSION
JOINT, 12"
BITUMINOUS
PREFORMED
JOINT FILLER
#4 @ 18" OC, EW
NOTE:
MAXIMUM CONTRACTION JOINT SPACING IS 6' WITH A 1"
JOINT DEPTH. MAXIMUM EXPANSION JOINT SPACING IS 25'
REQUIRED AT ALL JUNCTIONS AND BUILDING CORNERS.
12" CLASS 2 AGGREGATE
BASE, COMPACTED TO 95%
RELATIVE COMPACTION12"8" THICK1
6"8"CONCRETE PAVEMENT (4000 psi) SECTION
WIDTH PER PLANS
2
#5 @ 12" OC, EW
12"1'-4"CONCRETE LIGHT
BROOM FINISH
THICKENED A.C.
PAVEMENT
LANDSCAPING
FINISHED
GRADE
3"ORNAMENTAL
IRON FENCE
NOT TO SCALE
RECYCLED WATER HOSE VALVE AND SIGN2
CITY SPECIFICATION NO.
DATE:PROJECT TITLE:SHEET TITLE:of
SHEET NO.
22
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
JUNE 2017MARGARITA LIFT STATION REPLACEMENTKnow what's below.
before you dig.Call
R
0 11/2
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
91214A
C-502
11 CIVIL DETAILS - 2JJR
JPF
JEH
---
AS NOTED ON PLANS
NOT TO SCALE
FABRICATED ALUMINUM HOSE RACK3
NOT TO SCALE
SECTIONA
C-105
5'-0"
I.D.
TOW EL=142.50±
48" x 60" DOUBLE DOOR
LOCKABLE ALUMINUM
ACCESS HATCH PER
SPECIFICATION
SECTION 053300
6" FLOW METER
FLOW7'-0"COORDINATE HATCH
JOINT WITH MFR
4" DRAIN TO
WET WELL
FLOOR
DRAIN
6"Ø SPOOL,
PExPE
12" CRUSHED ROCK BASE PER
SPECIFICATION SECTION 312323
3
C-501
12" MIN2'-0" TYP
ALL SIDES
INSULATION
FLANGE
PIPE
SUPPORT
4
C-501
PRECAST CONCRETE
VAULT PER
SPECIFICATION
SECTION 034220
6"Ø DIP
SPOOL,
FLGxPE
6" DISMANTLING
JOINT
6" RESTRAINED
FLANGE
ADAPTER
6" 45° ELBOW,
MJxMJ, RESTRAINED
6" FORCE MAIN
INV EL=137.12
WALL
PENETRATION, TYP
4" PEA TRAP 18"MIN6"MIN.FIBERGLASS WET WELL
CONCRETE
FLATWORK
316 STAINLESS STEEL
BUG SCREEN ATTACHED
WITH 3 8" STAINLESS
STEEL CLAMP
6"Ø 316 STAINLESS
STEEL VENT PIPE
WET WELL PENETRATION
PER SPECIFICATION
SECTION 068200
Scale: 1" = 1'-0"
FLOW METER1
CITY SPECIFICATION NO.
DATE:PROJECT TITLE:SHEET TITLE:of
SHEET NO.
22
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
JUNE 2017MARGARITA LIFT STATION REPLACEMENTKnow what's below.
before you dig.Call
R
0 11/2
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
91214A
C-503
12 CIVIL DETAILS - 3JJR
JPF
JEH
---
AS NOTED ON PLANS
Scale: 1/2" = 1'-0"
VENT PIPE2
CITY SPECIFICATION NO.
DATE:PROJECT TITLE:SHEET TITLE:of
SHEET NO.
22
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
AUGUST 2016MARGARITA LIFT STATION REPLACEMENTKnow what's below.
before you dig.Call
R
0 11/2
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
91214A
E-001
13 ELECTRICAL LEGEND AND ABBREVIATIONSAJR
DMD
JEH
---
AS NOTED ON PLANS
K
SINGLE LINE DIAGRAM - INTERIM PHASE 1
-
GENERATOR
RECEPTACLE
(EXIST.)
EXISTING
FACILITY
NEW MCC
SINGLE LINE DIAGRAM - NEW FACILITY 2
-
PANEL
"A"
K
60A, 240V, 3-PH
MANUAL TRANSFER
SWITCH
(TEMPORARY)
TRANSFER SWITCH
(EXIST.)
SERVICE
METER
BOX
(EXIST.)
7.5HP
PUMP #1
7.5HP
PUMP #2
GENERATOR
RECEPTACLE
(EXISTING,
RELOCATED)
PG&E
240/120V, 3-PH
SERVICE
40 kW
GENERATOR
UTILITY
METER
MCC, 100A, 240/120V, 3PH, 4-WIRE, 10K AICS
40A
2P
100A
3P
11
M
100A
3P
MCC & ICP ELEVATION 3
-
MCC C/B
GEN C/B
MAIN C/B
ATSPANEL
"A"
PUMP
#1
PUMP
#2
COMMON
CONTROLS
ICP
36"20"20"20"
PG&E METER
PG&E SERVICE CONDUIT
PER PLANS
GENERATOR RECEPTACLE
CONCRETE PAD
100A, 240V, 3-PH
AUTOMATIC
TRANSFER
SWITCH
P01P02P03G
4" CO
PULLBOX
(EXIST.)
PG&E 240/120V
SERVICE
100A
3P
WP ENCLOSURE NOT SHOWN FOR CLARITY
100A
3P
CITY SPECIFICATION NO.
DATE:PROJECT TITLE:SHEET TITLE:of
SHEET NO.
22
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
AUGUST 2016MARGARITA LIFT STATION REPLACEMENTKnow what's below.
before you dig.Call
R
0 11/2
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
91214A
E-002
14 SINGLE LINE DIAGRAMS AND ELEVATIONAJR
DMD
JEH
---
AS NOTED ON PLANS
30A
MCP
30A
MCP
90"
6" CONCRETE CURB
C04
J
MCC 2
ED-01
GENERATOR
3
ED-01
4" CO
EXISTING
PG&E BOX
WP,
GFCI
LIGHT POLE
FIXTURE
1
ED-01
P03 P04
C05
C01 C02
C03
P01
P02
FE-131
3
N-004
ICP
C06
C01
C02
C03
P01
P02
2
N-004
3 1
LT-021A
LT-021B
LSHH-011
2"C-6#6,
2#10N
TEMPORARY 1"C-3#6,
1#10N + 1#10 GND.
(REMOVE AFTER NEW
PUMP STATION HAS
BEEN ACCEPTED).
EXISTING PG&E SERVICE
METER BOX, MANUAL
TRANSFER SWITCH AND
GENERATOR RECEPTACLE.
TEMPORARY MANUAL
TRANSFER SWITCH
PG&E HIGH VOLTAGE
VAULT
PACBELL VAULT
PG&E BOX
MCC
ICP
LIFT STATION SITE PLAN 1
-
LIFT STATION TEMPORARY PLAN 2
-
0 5 102.5
SCALE
1 INCH = 5 FEET
0 4 82
SCALE
1 INCH = 4 FEET
NOTES:
CLASS I, DIV. 1 HAZARDOUS AREA WITHIN WET WELL.
CLASS I, DIV. 2 HAZARDOUS AREA WITHIN VAULTS.
2'W x 3'L x 3'D IN-GRADE PULLBOX, H2O TRAFFIC RATED.
LABEL LID "ELECTRICAL" PROVIDE CONDUIT SEALS IN BOX.
CITY SPECIFICATION NO.
DATE:PROJECT TITLE:SHEET TITLE:of
SHEET NO.
22
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
AUGUST 2016MARGARITA LIFT STATION REPLACEMENTKnow what's below.
before you dig.Call
R
0 11/2
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
91214A
E-003
15 ELECTRICAL SITE AND TEMPORARY PLANAJR
DMD
JEH
---
AS NOTED ON PLANS
4
ED-01
#1/0 BC IN BOTTOM
OF CONCRETE PAD
GENERATOR
MCC
#1/0 BC TO
EQUIPMENT, TYP.
GROUND WELL
FROM
CONDUIT SCHEDULE
REF. SIZE
CONDUIT
SIZE
TO REMARKS
GND
CONDUCTORS IN EACH
CONDUIT
QTY.
C01
P03
P04
P01
P02
C03
C02
C04
C05
C06
GROUNDING PLAN 1
-
MCCPUMP #2
MCCPUMP #1
MCCGENERATOR
ICPLT-021A
ICPLT-021B
MCCLSHH-011
ICPFE-131
MCC ATSGENERATOR
MCC PANEL AGENERATOR
ICPGENERATOR
MANUFACTURER CABLE1" 1
2"
2"
2"
1"
1"
1"
1"
1"
1"
4
3
2
6
MANUFACTURER CABLE
MANUFACTURER CABLE
MANUFACTURER CABLE
MANUFACTURER CABLE
MANUFACTURER CABLE
#1 #6
#12 #12
#14 #14
#14 #14
120/240V, 1PH, 3WBUS: AMPS
NAMEPLATE A
1
LTG
WATTAGE
A B
VOLTS:
OUTLETS
REC MISC MISC
2
10,000 AICS
20A-1P U.O.N.
MTG.
OUTLETS
LTG REC
MAIN
KW + LCL
TOTAL LOAD
KW=
TOTAL LOAD
VOLTSKW AT 1PH=AMPS
LIGHTING
240
MCC
WATTAGE
BA
3 4
5 6
7 8
9 10
11 12
13 14
15 16
17 18
COMMON CONTROLS
GEN. HEATER
GEN. BATTERY CHARGERMCC HEATERS
RECEPTACLES
SPACE
100
40A/2P
300
180
400
3
1
4
700 180
1
1
50
1000
200
250 1000
2.1 2.1 9
SPARE
SPACE
SPARE
CITY SPECIFICATION NO.
DATE:PROJECT TITLE:SHEET TITLE:of
SHEET NO.
22
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
AUGUST 2016MARGARITA LIFT STATION REPLACEMENTKnow what's below.
before you dig.Call
R
0 11/2
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
91214A
E-004
16 CONDUIT SCHEDULE & DETAILSAJR
DMD
JEH
---
AS NOTED ON PLANS
CONTROL SCHEMATIC 1
-
*
MOTOR HIGH
TEMP FAILR
CR2
30
31
35
36
18
16
17
13
15
14
M
11
10
9
7
8
6
4
3
TD0
2
1
RUNG
ETM
CR1
1-180 SEC.
AUTO
AUTO
*
AUTO
HAND
TD0
M
W
19
TSH-1x1
CR2
NOTES:
CONDUCTIVITY SENSOR RELAY. (SUPPLIED BY PUMP
MANUFACTURER TO BE INSTALLED IN STARTER CUBICLE).
INSTRINSICALLY SAFE RELAY.
CLOSES INSTANTANEOUSLY UPON ENERGIZATION OF RELAY.
STARTS TIMING & OPENS UPON TIMING OUT.
PROVIDE A WARNING SIGN:
"WARNING: DO NOT OPERATE WITH WET WELL EMPTY".
SET THESE TIMERS JUST LONG ENOUGH TO PREVENT RACING.
AR2
M
AR1
A
AR2
SYMBOLS (THIS DWG. ONLY)
ICP-1
DOOR MOUNTED
OL
5
12
FAULT
RESET
~~
TO MOTOR MOISTURE
PROBE LE-1x1
32
READY TO
CR1
*
RUN TO
M
*
MOISTURE
ALARM TO
AR1
*
AR2
OL
FAIL TO *
~
LSHH-011
CR10
TD10
RESET
A
TD10
PUMPS ON
BACKUP
A-2
70 HIGH-HIGH LEVEL
SWITCH ACTIVATED
TO
CR10
71
BACKUP SYSTEM
ACTIVE TO
CR11
73
LP-1 CALL
CR11
74
CR12
50
51
52
OFF
XOO
OOX
OOX
OXO
OOX
MOISTURE
ALARM
CALL
AR1
LP-2 CALL
A
TD11
LP-1 CALL TIMING IN
PROGRESS
A
TD12
LP-2 CALL IN
PROGRESS
G
TD11
LP-1 CALLED
G
TD12
LP-2 CALLED
AR1
AR2
37
38
M (LP-01)
M (LP-02)
FIT-131
TEST BACKUP
53
54
55
56
57
59
CR12
72
ICTO
OX
XO
M1
TD12A
TD12A
CR11 M1
61
58
60
0-30 SEC.
0-30 MIN.
0-30 SEC.
0-30 MIN.
33
COMMON
CONTROLS
MX
34
COMMON
CONTROLS
MX
MX
~
39
COMMON CONTROLS 2
-
*
*
4,18
CONTROL
POWER ON
4,14,32
4,19,36
30
10,31,38,39
18
33,34
51,70
52
54,59
56,61
57,71,73
60
72,74
CR10
TD11
TD12
CR11
CR12
CR11 (PUMP #1)
CR12 (PUMP #2)
ALARM AND
SHUTDOWN
MOISTURE
FAIL ALARM
ONLY
240V, 3Ø
N
PWR
CITY SPECIFICATION NO.
DATE:PROJECT TITLE:SHEET TITLE:of
SHEET NO.
22
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
AUGUST 2016MARGARITA LIFT STATION REPLACEMENTKnow what's below.
before you dig.Call
R
0 11/2
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
91214A
E-005
17 CONTROL SCHEMATIC DIAGRAMAJR
DMD
JEH
---
AS NOTED ON PLANS
TD0
NOTE:
FIXTURE TYPE SHALL BE EXTERIOR POLE MOUNTED LED FIXTURE.
CREE XSP LED MOST CURRENT VERSION, TYPE 3 OPTICS, 9612 INITIAL LUMENS,
4000K HIGH EFFICACY MODULE, 120-277V, SILVER COLOR.
PROVIDE WITH FUSE, UTILITY LABEL AND EXTERIOR WATTAGE LABEL.
COMPLY WITH CITY ENGINEERING STANDARD 1010, SECTION G.
POLE SHALL BE 4" ROUND ALUMINUM 20' ABOVE BASE AND RECEPTACLE 18" FROM BASE.
CLEAR ALUMINUM FINISH.
POLE MOUNTED FIXTURE 1
-
NOTES:
BUILD PAD 6" LARGER ON EACH SIDE, REAR AND FRONT OF GENERATOR
ENCLOSURE. COORDINATE PAD SIZE WITH GENERATOR SHOP DRAWINGS.
PAD THICKNESS SHALL BE PER GENERATOR MANUFACTURER
RECOMMENDATIONS BUT NOT LESS THAN 12".
CONCRETE SHALL BE CLASS `A'.
REINFORCING STEEL SHALL BE GRADE 60 ASTM A615. ALL APPLICABLE
REINFORCEMENT SHALL BE IN PLACE AT THE TIME OF INSPECTION.
GROUND CONDUCTOR IN SLAB.
NOTES:
CONCRETE SHALL BE CLASS `A'.
REINFORCING STEEL SHALL BE GRADE 60 ASTM A615.
GROUND CONDUCTOR IN SLAB.
3" TYP.3"6"GROUND WELL DETAIL 4
-
GENERATOR PAD DETAIL 3
-
CONTROL PANEL PAD DETAIL 2
-
GENERATOR WIRING DIAGRAM 5
-
FLUSH-MOUNTED
RECEPTACLE IN POLE
HEX NUT, LEVELING NUT
AND WASHERS
POLE BASE PLATE
1" x 3' ANCHOR BOLTS
FINISHED GRADE
ELECTRICAL CONDUIT(S)
PER PLANS
(6) #4 REBAR VERTICAL
REINFORCEMENT
#3 REBAR @ 9" O.C.
HORIZONTAL
REINFORCEMENT
HANDHOLE
BOLT COVER
3" NON-SHRINK GROUT
POLE
3'-0"5'-0"24" Ø
1/2" CHAMFER
ALL AROUND
GRADE
#4 @ 12" ON CENTER
GRADE
#4 @ 12" ON CENTER
1/2" CHAMFER
ALL AROUND
6"X"11" x 17" x 12" DEEP PRECAST CONCRETE
HANDHOLE WITH CONCRETE COVER
LABELED: 'GROUND'
CONDUIT AND WIRE
PER PLANS
FINISH GRADE
GROUND CONNECTOR
GRAVEL BASE
PER SPECS.
GROUND ROD
NORMAL POWER
FROM MCC
3-POLE AUTOMATIC
TRANSFER SWITCH
STANDBY
GENERATOR
STANDBY
GENERATOR
HOUSING
GROUND BONDED
TO ENCLOSURE
G
N
G Ø Ø Ø
TO MCC
4
-N
GROUND GRID
CITY SPECIFICATION NO.
DATE:PROJECT TITLE:SHEET TITLE:of
SHEET NO.
22
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
AUGUST 2016MARGARITA LIFT STATION REPLACEMENTKnow what's below.
before you dig.Call
R
0 11/2
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
91214A
ED-01
18 ELECTRICAL DETAILSAJR
DMD
JEH
---
AS NOTED ON PLANS
PROVIDE FINISHED
SURFACE ON CONCRETE
A
A
A
A