FIRE
TURNOUT
FIRE
TURNOUT
EL: 962.79
EL: 962.79
EL: 962.75
ELEC. ROOM
EL: 962.79
EL: 962.79
ELEC. ROOM
TRANS.
PAD
8'x10'
L
L
L
L
L
L
L
L
P
L
L
L
L
EL: 973.00
EL: 973.00
EL: 972.50
EL: 973.00
EL: 973.25
EL: 973.00
EL: 971.75
EL: 973.00
EL: 972.75
972.25
973.25
971.00
972.00
EL: 973.00
973.25
972.75
EL: 973.00
972.00
EL: 974.00
EL:970.33"
EL: 962.79
KITCHEN
SHAFT
1815 s.f.
2,559 s.f.
EL: 972.50EL: 971.75
973.25
972.75
KITCHEN
SHAFT
1815 s.f.
2,559 s.f.
EL: 973.00
000 000C03C04
USPS
SHARE/UBER
C002
EL: 973.00
EL: 978.13
110'-2"@ 4.6 % SLOPE EL: 978.10
EL: 967.88
EL: 973.00
C05
P101
GARAGE
110'-2"@ 4.6 % SLOPE
R-032 4-033
040 041 042 045043
063 065057 059 062060
052 053 054 055038 039
066 068 069 070 071
048046 051049
016 015 014 011013
025 023031 030 029 026028
004 003 078017
022 020 019 018
008010 005007
058
056
075 074076
077
034 035 036 037
072073
E-3
EVTR
E-4
EVTR
EL: 973.00
000 000C03C04
USPS
SHARE/UBER
C002
EL: 973.00
EL: 978.13
110'-2"@ 4.6 % SLOPE EL: 978.10
EL: 967.88
EL: 973.00
C05
P101
GARAGE
110'-2"@ 4.6 % SLOPE
UNIVERSITY AVENUE
(PUBLIC)
CL
SEVENTH STREET
(PUBLIC)
CL
FFE = 973.00
FFE = 973.00
FFE = 973.00
FFE = 973.00
FFE = 962.75
FFE = 962.75
FFE = 962.75
EXISTING RETAINING WALL
EXISTING RETAINING WALL
EXISTING RETAINING WALL
EXISTING UTILITY EASEMENT
EXISTING UTILITY EASEMENT
EXISTING UTILITY EASEMENT
PROPOSED STAIRS/RAMP PER ARCHITECTURAL PLANS
PROPOSED STAIRS PER ARCHITECTURAL PLANS
FFE = 973.00
5' LANDSCAPE BUFFER
5' BUILDING SETBACK
5' BUILDING SETBACK
FOUNDATION WALL TO BE
RETAINING PER
STRUCTURAL PLANS
PROPOSED RAMPING/STEPS PER
LANDSCAPE ARCHITECTURE PLANS
PROPOSED RAMPING/STEPS PER
LANDSCAPE ARCHITECTURE PLANS
FFE = VARIES
INTERNAL RAMP PER
ARCHITECTURE PLANS
INTERNAL RAMP PER ARCHITECTURE PLANS
INTERNAL RAMP PER ARCHITECTURE PLANS
POOL =
971.25
PROPOSED WQMP
STORMWATER
INFILTRATION SYSTEM
PROPOSED STORMWATER OVERFLOW AND PARKWAY DRAIN
EXISTING BUILDING
EXISTING BUILDING
EXISTING BUILDING
EXISTING BUILDING
EXISTING BUILDING
EXISTING BUILDING
EXISTING BUILDINGEXISTING BUILDING
SEE DETAIL XX
ON SHEET C6.1
SEE DETAIL XX
ON SHEET C6.1
SEE DETAIL XX
ON SHEET
C6.1
©
NORTH
EXISTING UTILITY NOTE
LEGEND
1575 UNIVERSITY AVE
PREPARED FOR
CGI PLUS
PRELIMINARY GRADING AND
DRAINAGE PLAN
CALIFORNIA RIVERSIDE
C6.0
1WQMP INFILTRATION CROSS SECTION
4 SEVENTH ST.
7,853 CF
GRADING AND DRAINAGE KEYNOTES
GENERAL NOTES:
1. CONTRACTOR SHALL COORDINATE WITH ARCHITECTURAL PLANS FOR PROPOSED BUILDING ELEVATIONS.
2. ALL WORK SHOWN WITHIN THE CITY RIGHT OF WAY SHALL BE CONSTRUCTED PER SEPARATE OFFSITE IMPROVEMENT PERMIT.
3. SEE LANDSCAPE ARCHITECTURE PLAN FOR HARDSCAPE DESIGN ALONG PERIMETER STREETS FRONTING THE PROJECT.
4. PROVIDE "NO DUMPING" STORM DRAIN STENCIL ON ALL CATCH BASIN AND TRENCH DRAIN WATER INLETS.
5. NO FILL TO BE PLACED, UNTIL THE CITY GRADING INSPECTOR HAS INSPECTED AND APPROVED THE BOTTOM EXCAVATION.
6. MAN-MADE FILL SHALL BE COMPACTED TO A MINIMUM RELATIVE COMPACTION OF 90% MAX. DRY DENSITY WITHIN 40 FEET BELOW FINISH GRADE AND 93% OF MAX. DRY DENSITY DEEPER THAN 40 FEET BELOW FINISH GRADE, UNLESS A LOWER RELATIVE COMPACTION (NOT LESS THAN 90% OF MAX. DRY DENSITY) IS JUSTIFIED BY THE SOILS ENGINEER.
7. TEMPORARY EROSION CONTROL TO BE INSTALLED BETWEEN OCTOBER 1 AND APRIL 15.
OBTAIN GRADING INSPECTOR'S AND DEPARTMENT OF PUBLIC WORKS APPROVAL OF PROPOSED PROCEDURES.
8. SEE PLUMBING PLANS FOR BUILDING PERIMETER SURFACE DRAIN LINES AND STORM DRAIN LINES ABOVE STRUCTURE.
9. ALL PIPE FITTINGS WHOSE INVERTS ARE LOWER THAN OVERFLOW PIPE INVERT ARE TO
BE TESTED FOR WATER TIGHT WELDS TO PREVENT OVERFLOW AT POINTS OF CONNECTION.
10. MAXIMUM SLOPE TO BE 2:1 UNLESS OTHERWISE STATED BY THE GEOTECHNICAL ENGINEER.
11. MAXIMUM RETAINING WALL HEIGHT TO BE 6'.
PROPOSED 6' MAX RETAINING WALL AND FOOTING DRAINAGE PIPING.
PROPOSED 6" CURB AND GUTTER.
INSTALL STORM DRAIN PIPE.
INSTALL PARKWAY DRAIN.
INSTALL DRAINAGE INLET.
INSTALL STORMWATER PRETREATMENT BMP.
INSTALL UNDERGROUND WQMP STORMWATER INFILTRATION BASIN.
INSTALL CATCH BASIN OVERFLOW STRUCTURE OR APPROVED EQUAL.
PROPOSED RETAINING CURB.
PROPOSED LONGITUDINAL GUTTER.
8 6
3 3
7 CUT (BASED ON GRADE DIFFERENCE FROM EG TO FG) 17,000 CY (CUT) FILL (BASED ON GRADE DIFFERENCE FROM EG TO FG) 5,000 CY (FILL) NET EARTHWORK: 12,000 CY (EXPORT)
TOTAL AREA IMPACTED BY EARTHWORK 4.3 ACRES
NOTE: THE ABOVE QUANTITIES ARE APPROXIMATE VOLUMES CALCULATED FROM THE EXISTING GROUND TO THE PROPOSED FINISHED GRADE. EXISTING GROUND IS DEFINED BY THE CONTOURS AND SPOT GRADES ON THE BASE SURVEY. PROPOSED FINISHED GRADE IS DEFINED AS THE FINAL GRADE AS INDICATED ON THE GRADING PLAN(S).
THE EARTHWORK QUANTITIES ABOVE ARE FOR PERMIT PURPOSES ONLY. THEY HAVE NOT BEEN FACTORED
TO ACCOUNT FOR CHANGES IN VOLUME DUE TO BULKING, CLEARING AND GRUBBING, SHRINKAGE, OVER- EXCAVATION AND RE-COMPACTION, AND CONSTRUCTION METHODS. NOR DO THEY ACCOUNT FOR THE
THICKNESS OF PAVEMENT SECTIONS, FOOTINGS, SLABS, REUSE OF PULVERIZED MATERIALS THAT WILL UNDERLIE NEW PAVEMENTS, ETC. THE CONTRACTOR SHALL RELY ON THEIR OWN EARTHWORK ESTIMATES FOR BIDDING PURPOSES.
ESTIMATED EARTHWORK QUANTITIES
A
C8.0
A
C8.0
B
C6.1
B
C6.1
C
C6.1
C
C6.1
E
C6.1
E
C6.1
F
C6.1
F
C6.1
099613009
11/06/2022
CY
MJ
MC
D
C6.1
D
C6.1
PR-2022-001429 (PPE) Exhibit 9 - Project Plans
©
1575 UNIVERSITY AVE
PREPARED FOR
CGI PLUSCROSS SECTIONS
CALIFORNIA RIVERSIDE
C6.1
099613009
11/06/2022
CY
MJ
MC
PR-2022-001429 (PPE) Exhibit 9 - Project Plans
FIRE
TURNOUT
FIRE
TURNOUT
EL: 962.79
EL: 962.79
EL: 962.75
ELEC. ROOM
EL: 962.79
EL: 962.79
ELEC. ROOM
TRANS.
PAD
8'x10'
L
L
L
L
L
L
L
L
P
L
L
L
L
EL: 973.00
EL: 973.00
EL: 972.50
EL: 973.00
EL: 973.25
EL: 973.00
EL: 971.75
EL: 973.00
EL: 972.75
972.25
973.25
971.00
972.00
EL: 973.00
973.25
972.75
EL: 973.00
972.00
EL: 974.00
EL:970.33"
EL: 962.79
KITCHEN
SHAFT
1815 s.f.
2,559 s.f.
EL: 972.50EL: 971.75
973.25
972.75
KITCHEN
SHAFT
1815 s.f.
2,559 s.f.
EL: 973.00
000 000C03C04
USPS
SHARE/UBER
C002
EL: 973.00
EL: 978.13
110'-2"@ 4.6 % SLOPE EL: 978.10
EL: 967.88
EL: 973.00
C05
P101
GARAGE
110'-2"@ 4.6 % SLOPE
R-032 4-033
040 041 042 045043
063 065057 059 062060
052 053 054 055038 039
066 068 069 070 071
048046 051049
016 015 014 011013
025 023031 030 029 026028
004 003 078017
022 020 019 018
008010 005007
058
056
075 074076
077
034 035 036 037
072073
EL: 973.00
000 000C03C04
USPS
SHARE/UBER
C002
EL: 973.00
EL: 978.13
110'-2"@ 4.6 % SLOPE EL: 978.10
EL: 967.88
EL: 973.00
C05
110'-2"@ 4.6 % SLOPE
18''W18''W18''W18''W18''W18''W18''W18''W18''W18''W18''W18''W18''W 12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W 8''W
8''W8''W
SS SS SS
UNIVERSITY AVENUECL
SEVENTH STREETCL
P/L
970.81 RIM
958.21 INV IN (E'LY)
958.11 INV OUT (W'LY)
Ø 24" CLAY PIPE
975.10 RIM
(BOLTED DOWN)
(±958.36 INV)
EXISTING 12" CI
WATER MAIN
TRANSFORMER PADS
IMPROVEMENTS WITHIN
PUBLIC RIGHT-OF-WAY PER
SEPARATE PERMIT
964.18 RIM
957.03 INV IN (E'LY)
953.98 INV OUT (W'LY)
Ø10" CLAY PIPE
EXISTING 18"
CONC. WATER MAIN
TRANSFORMER PAD
EXISTING 1" ELECTRICAL
CONDUIT
EXISTING
WATER METER
EXISTING
ELECTRIC METER
EXISTING
SEWER CLEANOUT
EXISTING SIDEWALK
OUTLET STRUCTURE
EXISTING SIDEWALK
OUTLET STRUCTURE
P/L
P/L
P/L
P/L
P/L
EXISTING
SEWER LINE
EXISTING
SEWER LINE
(PUBLIC)
(PUBLIC)
970.54 RIM
964.14 INV IN (E'LY)
964.24 INV IN (S'LY)
964.09 INV OUT (W'LY)
Ø10" CLAY PIPE
EXISTING FIRE
HYDRANT
EXISTING 8" A.C.
WATER MAIN
EXISTING GAS LINE
EXISTING
WATER METER
EXISTING
WATER VAULT
IMPROVEMENTS WITHIN
PUBLIC RIGHT-OF-WAY PER
SEPARATE PERMIT
©
1575 UNIVERSITY AVE
PREPARED FOR
CGI PLUS
CALIFORNIA RIVERSIDE
C7.0
NORTH
PROPERTY LINE
CENTER LINE
EASEMENT OR SETBACK LINE
CIVIL LIMIT OF WORK LINE
PROPOSED SANITARY SEWER PIPE
PROPOSED STORM DRAIN PIPE
PROPOSED WATER PIPE
PROPOSED DOMESTIC WATER PIPE
PROPOSED FIRE WATER PIPE
EXISTING WATER MAIN
EXISTING SEWER MAIN
EXISTING GAS LINE
EXISTING ELECTRIC LINE
PROPOSED BEND
PROPOSED TEE
PROPOSED FIRE HYDRANT
PROPOSED WATER METER
PROPOSED WATER VALVE
EXISTING SEWER MANHOLE
EXISTING WATER VALVE
EXISTING FDC
EXISTING FIRE HYDRANT
EXISTING STREET LIGHT
EXISTING LIGHT
EXISTING GAS VALVE
EXISTING POST INDICATOR VALVE
HOT TAP EXISTING WATER MAIN. COORDINATE TAP WITH LOCAL WATER PURVEYOR.
INSTALL DOMESTIC WATER PIPE. SIZE PER PLAN.
INSTALL DOMESTIC WATER METER. SIZE PER PLAN. COORDINATE WITH LOCAL WATER PURVEYOR.
NOT USED.
BUILDING POINT OF CONNECTION (5-FT FROM BUILDING FACE). REFER TO PLUMBING PLANS FOR CONTINUATION.
PROPOSED STORM DRAIN PIPING AND APPURTENANCES. REFER TO GRADING & DRAINAGE PLAN FOR DESIGN INFORMATION.
CONNECT TO EXISTING SEWER MAIN PER SSPWC STD PLAN XXXX.
BREAK INTO EXISTING SSMH PER SSPWC STD PLAN XXXX.
INSTALL SDR-35 PVC SEWER LATERAL. SIZE PER PLAN. TRENCH PER DETAIL X, SHEET XXX.
INSTALL SEWER CLEANOUT PER DETAIL X, SHEET XXX.
12' EASEMENT FOR PUBLIC UTILITIES PURPOSES, RECORDED APRIL 8, 1988L RECORDING NO. 93681.
BUILDING POINT OF CONNECTION (5-FT FROM BUILDING FACE). REFER TO PLUMBING PLANS FOR CONTINUATION.
HOT TAP EXISTING WATER MAIN. COORDINATE TAP WITH LOCAL WATER PURVEYOR.
INSTALL FIRE WATER METER. COORDINATE WITH LOCAL WATER PURVEYOR.
INSTALL PVC C-900, CLASS 200, FIRE WATER LINE. SIZE PER PLAN.
INSTALL LINE SIZE PVC C-900, CLASS 200, BEND. ANGLE PER PLAN.
INSTALL X"xX" PVC C-900, CLASS 200, TEE.
INSTALL THRUST BLOCK PER DETAIL X, SHEET XXX. TYPICAL ON ALL TEES, WYES, BENDS, AND VALVES.
NOT USED.
INSTALL FIRE HYDRANT ASSEMBLY (6"x4"x2
1 2"x21
2") PER DETAIL X, SHEET XXX.
NOT USED.
BUILDING POINT OF CONNECTION (5-FT FROM BUILDING FACE). REFER TO PLUMBING PLANS FOR CONTINUATION.
THE EXISTING UTILITIES SHOWN ON THE PLAN ARE BASED ON AVAILABLE RECORDS. THE
CONTRACTOR MUST FIELD DETERMINE THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO ANY CONSTRUCTION. REPORT DISCREPANCIES AND POTENTIAL CONFLICTS WITH PROPOSED UTILITIES TO ENGINEER PRIOR TO INSTALLATION OF ANY PIPING.
DOMESTIC WATER
FIRE WATER
SEWER
STORM DRAIN
EXISTING UTILITY NOTE
LEGEND
PRELIMINARY UTILITY PLAN
099613009
11/06/2022
CY
MJ
MC
PR-2022-001429 (PPE) Exhibit 9 - Project Plans
PR-2022-001429 (PPE) Exhibit 9 - Project Plans
PR-2022-001429 (PPE) Exhibit 9 - Project Plans
PR-2022-001429 (PPE) Exhibit 9 - Project Plans
PR-2022-001429 (PPE) Exhibit 9 - Project Plans