|
CO
<br />M
<br />P
<br />A
<br />C
<br />T
<br />CO
<br />M
<br />P
<br />A
<br />C
<br />T
<br />CO
<br />M
<br />P
<br />A
<br />C
<br />T
<br />CO
<br />M
<br />P
<br />A
<br />C
<br />T
<br />CO
<br />M
<br />P
<br />A
<br />C
<br />T
<br />CO
<br />M
<br />P
<br />A
<br />C
<br />T
<br />CO
<br />M
<br />P
<br />A
<br />C
<br />T
<br />CO
<br />M
<br />P
<br />A
<br />C
<br />T
<br />~FG~
<br />~FG~
<br />~FG~
<br />~FG~
<br />~FG~
<br />~FG~
<br />~FG~
<br />~FG~
<br />~FG~
<br />~FG~
<br />~FG~
<br />~FG~
<br />~FG~~FG~~FG~
<br />~FG~~FG~~FG~
<br />~FG~
<br />~AC~
<br />~AC~
<br />~AC~
<br />~AC~
<br />~AC~
<br />~AC~
<br />~AC~
<br />~AC~
<br />~AC~
<br />~AC~
<br />~FG~
<br />~FG~
<br />~FG~
<br />~FG~
<br />~CULV
<br />E
<br />R
<br />T
<br />~
<br />~S
<br />W
<br />~
<br />~S
<br />W
<br />~
<br />~SW~
<br />~SW
<br />~
<br />~SW~
<br />~CONC~
<br />~CONC~
<br />~CONC~
<br />~CONC~
<br />~CONC~
<br />~CONC~
<br />~CONC~
<br />~NG~
<br />~NG~~NG~
<br />43
<br />43
<br />35
<br />35
<br />36
<br />36
<br />36
<br />36
<br />36
<br />37
<br />37
<br />38
<br />35
<br />36
<br />37
<br />38
<br />37
<br />35
<br />38
<br />37
<br />36
<br />37
<br />34
<br />38
<br />~AC~
<br />60'
<br />30'
<br />22'
<br />CL
<br />CL
<br />10
<br />+
<br />0
<br />0
<br />9+
<br />0
<br />0
<br />8+
<br />0
<br />0
<br />8.04'
<br />APN: 414-272-04 LOT 3
<br />(24''
<br />R
<br />C
<br />P
<br />
<br />S
<br />D
<br />)
<br />(24'' RCP SD)
<br />(1
<br />2
<br />'
<br />'
<br />
<br />V
<br />C
<br />P
<br />
<br />S
<br />S
<br />)
<br />(1
<br />2
<br />'
<br />'
<br />
<br />V
<br />C
<br />P
<br />
<br />S
<br />S
<br />)
<br />(1
<br />2
<br />'
<br />'
<br />
<br />V
<br />C
<br />P
<br />
<br />S
<br />S
<br />)
<br />(1
<br />2
<br />'
<br />'
<br />
<br />V
<br />C
<br />P
<br />
<br />S
<br />S
<br />)
<br />(1
<br />2
<br />'
<br />'
<br />
<br />V
<br />C
<br />P
<br />
<br />S
<br />S
<br />)
<br />(1
<br />2
<br />'
<br />'
<br />
<br />A
<br />C
<br />P
<br />
<br />W
<br />)
<br />(1
<br />2
<br />'
<br />'
<br />
<br />A
<br />C
<br />P
<br />
<br />W
<br />)
<br />(1
<br />2
<br />'
<br />'
<br />
<br />A
<br />C
<br />P
<br />
<br />W
<br />)
<br />(1
<br />2
<br />'
<br />'
<br />
<br />A
<br />C
<br />P
<br />
<br />W
<br />)
<br />(1
<br />2
<br />'
<br />'
<br />
<br />A
<br />C
<br />P
<br />
<br />W
<br />)
<br />(1
<br />2
<br />'
<br />'
<br />
<br />A
<br />C
<br />P
<br />
<br />W
<br />)
<br />TE
<br />L
<br />TE
<br />L
<br />TE
<br />L
<br />TE
<br />L
<br />TE
<br />L
<br />TE
<br />L
<br />(8
<br />'
<br />'
<br />
<br />P
<br />V
<br />C
<br />
<br />S
<br />D
<br />)
<br />(8'' VCP SS)(8'' VCP SS)
<br />(8''
<br />
<br />V
<br />C
<br />P
<br />
<br />S
<br />S
<br />)
<br />(10'
<br />'
<br />
<br />A
<br />C
<br />P
<br />
<br />W
<br />)
<br />(10'' ACP
<br />
<br />W
<br />)
<br />(10'' ACP W)
<br />TEL
<br />E
<br />GAS GAS GAS GAS GAS GAS GAS
<br />TEL
<br />(1
<br />0
<br />'
<br />'
<br />
<br />A
<br />C
<br />P
<br />
<br />W
<br />)
<br />E
<br />E E E E E
<br />E
<br />8" SD PVC
<br />18" SD RCP
<br />RW
<br />RW
<br />RW
<br />RW
<br />RW
<br />RW
<br />RW
<br />(E)
<br />SU
<br />S
<br />A
<br />N
<br />
<br />S
<br />T
<br />
<br />(
<br />P
<br />U
<br />B
<br />L
<br />I
<br />C
<br />)
<br />SU
<br />S
<br />A
<br />N
<br />
<br />S
<br />T
<br />
<br />(
<br />P
<br />U
<br />B
<br />L
<br />I
<br />C
<br />)
<br />FW
<br />FW
<br />FW
<br />FW
<br />FW
<br />FW
<br />FW
<br />FW
<br />FW3
<br />FW7
<br />FW11
<br />FW11
<br />FW6
<br />FW11
<br />FW11
<br />FW6
<br />FW1
<br />FW2
<br />FW11
<br />FW13 TYP. 4
<br />FW12
<br />FW6
<br />FW11
<br />SDSDSDSDSDSDSDSDSDSD
<br />SD
<br />SD
<br />SD
<br />SD18
<br />SD
<br />SD
<br />SD
<br />SD9
<br />SD14
<br />SD19
<br />SD19
<br />SD19
<br />SD19
<br />SD19 SD19
<br />SD16
<br />SD12
<br />SD6
<br />SD6
<br />SD20
<br />SD5
<br />SD
<br />SD
<br />SD
<br />SD10
<br />SD14
<br />S=
<br />0
<br />.
<br />3
<br />%
<br />S=
<br />0
<br />.
<br />3
<br />%
<br />S=0.3%S=0.3%S=0.3%S=0.3%
<br />S=
<br />0
<br />.
<br />3
<br />%
<br />S=
<br />0
<br />.
<br />2
<br />%
<br />36.43 RIM
<br />28.35 INV IN (SW)
<br />28.35 INV IN (NW)
<br />28.25 INV OUT (SE)
<br />35.69 RIM
<br />29.64 INV IN (W/S)
<br />29.54 INV OUT (E)
<br />FW11
<br />SUMP #5
<br />34.60 RIM
<br />30.49 INV OUT (E)
<br />30.16 INV IN (S)
<br />29.41 INV IN (N)
<br />35.62 RIM
<br />30.78 INV IN (N)
<br />30.49 INV OUT (S)
<br />FW FW FW FW FW FW FW FW FW FW FW
<br />SD
<br />SD
<br />S=
<br />1
<br />.
<br />1
<br />%
<br />SD14
<br />SD1 SD1
<br />SD6 35.68 RIM
<br />29.02 INV IN (SW)
<br />28.92 INV OUT (N)
<br />FW11
<br />32.11 BP 6" FW
<br />31.61 TP 24" SD
<br />35.64 RIM
<br />30.33 INV IN (S AND W)
<br />30.32 INV OUT (E)
<br />29.77 INV
<br />GB IN PIPE
<br />SD17
<br />SD17SD17SD17SD17
<br />SD17
<br />SD17SD17SD17SD17SD17SD17SD17
<br />SD17
<br />SD17
<br />S=
<br />0
<br />.
<br />3
<br />%
<br />S=
<br />0
<br />.
<br />3
<br />%
<br />SD5
<br />SD5
<br />SD5
<br />SEE PUBLIC
<br />STREET
<br />IMPROVEMENT
<br />PLANS FOR UTILITY
<br />LATERALS AND
<br />CONNECTIONS.
<br />SD
<br />SD
<br />SD23
<br />SD25
<br />SD23
<br />SD21
<br />SD22
<br />SD11 36.32 INV
<br />36.28 FS
<br />SD
<br />SD21
<br />SD22SD25
<br />SD27
<br />SD28
<br />SD29
<br />SD29
<br />SD31 SD31
<br />31.79 BP 10" FW
<br />29.07 TP 3" SD
<br />SD10
<br />29.57 BP 18" SD
<br />29.07 TP 3" SD
<br />SD26
<br />34.67 TG 34.67 TG
<br />C/L SUSAN
<br />STREET
<br />EXISTING
<br />R.O.W.
<br />30'
<br />5'
<br />5'
<br />10'
<br />SD11 36.35 INV
<br />36.31 FS
<br />31.25
<br />INV
<br />TYP 730.45
<br />INV
<br />30.32
<br />INV
<br />29.83
<br />INV
<br />30.61 BP 10" FW
<br />29.95 TP 6" SD
<br />FW2
<br />FW1
<br />31.08 BP 6" FW
<br />30.05 TP 6" SD
<br />10
<br />+
<br />0
<br />0
<br />9+
<br />0
<br />0
<br />8+
<br />0
<br />0
<br />FW15
<br />P.M.B. 121/14-15, PARCEL 3
<br />FW14
<br />FW14
<br />SD17
<br />SD17
<br />SD4
<br />SD4
<br />SD1
<br />SD2433.24 INV
<br />8" SD
<br />33.16 FG
<br />BOT
<br />SD5 SD32
<br />S=1.0% MIN
<br />33.56 BP 8" SD
<br />32.56 TP 10" FW
<br />SD5
<br />33.68 TG
<br />33.27 INV
<br />33.75 TG
<br />33.30 INV
<br />33.45 BP
<br />8" SD
<br />30.15 TP
<br />6" SD
<br />33.45 BP 8" SD
<br />30.16 TP 6" SD 32.20 BP 12" FW
<br />30.64 TP 24" SD
<br />FW
<br />FW
<br />FW21
<br />EXISTING
<br />SSMH
<br />(33.47 RIM)
<br />BUILDING 2
<br />38.75 FF
<br />37.75 PAD
<br />FW11
<br />SUMP #3
<br />34.80 RIM
<br />32.10 INV IN 8" SD
<br />31.33 INV OUT 3" SD
<br />30.48 INV30.48 INV
<br />30.45 INV
<br />31.75 INV
<br />S=0.27%
<br />31.75 INV
<br />S=0.3%
<br />31.80 INV
<br />30.14 INV
<br />30.03 INV
<br />SD25
<br />34.13 INV 34.08 INV
<br />33.40 INV TD
<br />32.40 INV 8" SD
<br />33.56 INV INV TD
<br />32.56 INV 8" SD
<br />32.14 INV
<br />SD10
<br />SD25
<br />33.68 INV
<br />SD6
<br />S=
<br />0
<br />.
<br />2
<br />5
<br />%
<br />S=0.25%S=0.25%S=0.25%
<br />35.58
<br />INV
<br />EXISTING SCE
<br />EASEMENT
<br />EXISTING PUBLIC UTILITY, SD, INGRESS/EGRESS
<br />FOR EMERGENCY VEH EASEMENT
<br />PROPOSED 20' SD EASEMENT
<br />STORM DRAIN NOTES
<br />SD1 INSTALL 18" N-12 WT IB STORM DRAIN
<br />PIPE PER DETAIL 1, SHEET C-4.2.
<br />SLOPE AT MINIMUM 0.3%.
<br />SD2 NOT USED.
<br />SD3 NOT USED.
<br />SD4 INSTALL 12" N-12 WT IB STORM DRAIN
<br />PIPE PER DETAIL 1, SHEET C-4.2.
<br />SLOPE AT MINIMUM 0.3%.
<br />SD5 CONNECT TO BMP CATCH BASIN OR 6"
<br />UNDERDRAIN. SEE BMP DETAIL 1 ON
<br />SHEET C-6.1.
<br />SD6 INSTALL MANHOLE PER SPPWC
<br />STANDARD PLAN 321-2. SEE DETAIL
<br />ON SHEET C-4.3.
<br />SD7 CONNECT TO EXISTING STORM DRAIN
<br />LINE PER SHEET C-4.4, SPPWC 335-2.
<br />SD8 CONNECT TO EXISTING STORM DRAIN
<br />MANHOLE PER OFFSITE PLANS.
<br />SD9 INSTALL SUMP PUMP AND CONNECT
<br />TO TRUCK DOCK TRENCH DRAIN W/ 8"
<br />N-12 STORM DRAIN PIPE AT MIN 1.0%.
<br />SEE DETAIL SEE DETAIL 1, SHEET
<br />C-4.4.
<br />SD10 INSTALL 3" SCH. 80 PVC STORM DRAIN
<br />LINE PER DETAIL 1, SHEET C-4.2.
<br />SD11 PENETRATE THROUGH CURB FACE
<br />WITH CURB-O-LET. CURB-O-LET
<br />PRODUCT NUMBER: TCD-317-NS.
<br />SD12 INSTALL LIFT STATION. SEE DETAIL
<br />SEE DETAIL 1, SHEET C-4.4.
<br />SD13 INSTALL MANHOLE AT POINT OF
<br />CONNECTION TO EXISTING PIPE.
<br />SEE OFFSITE PLANS.
<br />SD14 INSTALL 24" N-12 WT IB STORM DRAIN
<br />PIPE PER DETAIL 1, SHEET C-4.2.
<br />SLOPE AT MINIMUM 0.3%.
<br />SD15 24" WIDE UNDER SIDEWALK CULVERT.
<br />FINAL LOCATIONS AND QUANTITY TO
<br />BE CONFIRMED IN FINAL DESIGN.
<br />SD16 INSTALL 15" N-12 WT IB STORM DRAIN
<br />PIPE PER DETAIL 1, SHEET C-4.2.
<br />SLOPE AT MINIMUM 0.3%.
<br />SD17 INSTALL 6" PERFORATED HDPE STORM
<br />DRAIN PIPE PER DETAIL 1, SHEET
<br />C-4.2. SLOPE AT MINIMUM 0.5%.
<br />SD18 INSTALL 36" RCP STORM DRAIN PIPE
<br />PER PUBLIC STREET IMPROVEMENT
<br />PLANS P0115354. 36" STORM DRAIN
<br />PIPE AND MANHOLE STRUCTURES TO
<br />BE OWNED AND MAINTAINED BY THE
<br />CITY OF SANTA ANA.
<br />SD19 INSTALL 6" N-12 WT IB STORM DRAIN
<br />PIPE PER DETAIL 1, SHEET C-4.2.
<br />SLOPE AT 1% MIN.
<br />SD20 INSTALL MANHOLE PER PUBLIC
<br />STREET IMPROVEMENT PLANS.
<br />SD21 POINT OF CONNECTION TO BUILDING
<br />ROOF DRAIN. SEE PLUMBING PLANS
<br />FOR CONTINUATION. CONNECT TO
<br />BUILDING ROOF DRAIN USING
<br />CURB-O-LET ADAPTER. CURB-O-LET
<br />ADAPTER PRODUCT NUMBER:
<br />CP-SP917.
<br />SD22 INSTALL CURB-O-LET RECTANGULAR
<br />CHANNEL UNDERNEATH PCC
<br />PAVEMENT. CURB-O-LET
<br />RECTANGULAR CHANNEL PRODUCT
<br />NUMBER: CP-SP317H
<br />SD23 POINT OF CONNECTION TO BUILDING
<br />ROOF DRAIN. SEE PLUMBING PLANS
<br />FOR CONTINUATION.
<br />SD24 DISCHARGE STORM DRAIN LINE INTO
<br />BMP.
<br />SD25 INSTALL 8" N-12 WT IB STORM DRAIN
<br />PIPE PER DETAIL 1, SHEET C-4.2.
<br />SLOPE AT MINIMUM 1.0%.
<br />SD26 TERMINATE PIPE VIA PVC GOOSE
<br />NECK 12" ABOVE BMP.
<br />SD27 CONNECT BMP TO SPILLWAY
<br />CHANNEL. INVERT OF SPILLWAY
<br />CHANNEL TO BE 6" ABOVE THE
<br />BOTTOM OF BMP.
<br />SD28 CONNECT SPILLWAY CHANNEL TO
<br />CULVERT.
<br />SD29 INSTALL TYPE II CULVERT PER CITY OF
<br />SANTA ANA STD. NUMBER 318.
<br />CULVERT WIDTH = 4.0'
<br />SD31 INSTALL ZURN Z882 TRENCH DRAIN.
<br />SEE DETAIL ON SHEET C-4.3.
<br />SD32 ENCASE 8" HDPE STORM DRAIN LINES
<br />IN CONCRETE PER DETAIL 1,
<br />SHEET C-4.3.
<br />SD33 PENETRATE CURB FACE WITH
<br />CURB-O-LET. CURB-O-LET PRODUCT
<br />NUMBER: TCD3RD-NS.
<br />FIRE WATER NOTES
<br />FW1 INSTALL 6" C900 CLASS 305 PVC FIRE
<br />WATER PIPE PER TYPICAL TRENCH
<br />DETAIL 1, SHEET C-4.2. INSTALL
<br />DUCTILE IRON FITTINGS AND THRUST
<br />BLOCKS PER DETAIL 1, SHEET C-4.5.
<br />SEE GENERAL NOTE 4.
<br />FW2 INSTALL FIRE HYDRANT PER DETAIL 8,
<br />SHEET C-4.2.
<br />FW3 FIRE WATER LINE TO EXISTING WATER
<br />MAIN. SEE PUBLIC STREET
<br />IMPROVEMENT PLANS.
<br />FW4 POINT OF CONNECTION. SEE FIRE
<br />SPRINKLER PLANS FOR
<br />CONTINUATION. FIRE SPRINKLER SIZE
<br />TO BE CONFIRMED BY FIRE
<br />SPRINKLER DESIGNER. SEE DETAIL 10,
<br />SHEET C-4.2 FOR RISER DETAIL.
<br />FW5 INSTALL FDC AND CHECK VALVE PER
<br />DETAIL 5 AND 6, SHEET C-4.2.
<br />FW6 INSTALL RUBBER-SEATED GATE
<br />VALVE BOX PER DETAIL 4, SHEET
<br />C-4.2.
<br />FW7 INSTALL 10" PRIVATE DCDA
<br />BACKFLOW PREVENTION DEVICE FOR
<br />FIRE PURPOSES PER CITY OF SANTA
<br />ANA STANDARD PLAN NO. 1436. SEE
<br />DETAIL 9, SHEET C-4.2.
<br />FW8 INSTALL 8" C900 CLASS 305 PVC FIRE
<br />WATER PIPE PER TYPICAL TRENCH
<br />DETAIL 1, SHEET C-4.2. INSTALL
<br />DUCTILE IRON FITTINGS AND THRUST
<br />BLOCKS PER DETAIL 1, SHEET C-4.5.
<br />SEE GENERAL NOTE 4.
<br />FW9 RELOCATE EXISTING HYDRANT.
<br />FW10 INSTALL PIV PER DETAIL 5, SHEET
<br />C-4.2.
<br />FW11 INSTALL 10" C900 CLASS 305 PVC FIRE
<br />WATER PIPE PER TYPICAL TRENCH
<br />DETAIL 1, SHEET C-4.2. INSTALL
<br />DUCTILE IRON FITTINGS AND THRUST
<br />BLOCKS PER DETAIL 1, SHEET C-4.5.
<br />SEE GENERAL NOTE 4.
<br />FW12 INSTALL 12" C900 CLASS 305 PVC FIRE
<br />WATER PIPE PER TYPICAL TRENCH
<br />DETAIL 1, SHEET C-4.2. INSTALL
<br />DUCTILE IRON FITTINGS AND THRUST
<br />BLOCKS PER DETAIL 1, SHEET C-4.5.
<br />SEE GENERAL NOTE 4.
<br />FW13 INSTALL BOLLARD PROTECTION FOR
<br />FIRE HYDRANT PER CITY OF SANTA
<br />ANA STD. PLAN 1407A AS MODIFIED AS
<br />SHOWN IN DETAIL 7, SHEET C-4.2.
<br />FW14 FIRE HYDRANT GATE VALVES TO BE A
<br />MINIMUM OF 6 FEET AND A MAXIMUM
<br />OF 10 FEET FROM THE HYDRANT. SEE
<br />DETAIL 8, SHEET C-4.2.
<br />FW15 INSTALL 10" 90° ELBOW AND 10"x12"
<br />REDUCER. . INSTALL DUCTILE IRON
<br />FITTINGS AND THRUST BLOCKS PER
<br />DETAIL 1, SHEET C-4.5. SEE GENERAL
<br />NOTE 4.
<br />FW16 INSTALL 10" 90° ELBOW AND 10"x6"
<br />REDUCER. INSTALL DUCTILE IRON
<br />FITTINGS AND THRUST BLOCKS PER
<br />DETAIL 1, SHEET C-4.5. SEE GENERAL
<br />NOTE 4.
<br />SANITARY SEWER NOTES
<br />SS1 INSTALL 6" SDR 26 PVC SANITARY
<br />SEWER PIPE PER TYPICAL TRENCH
<br />DETAIL 1, SHEET C-4.2. SLOPE AT
<br />MINIMUM 2.0%, UNLESS OTHERWISE
<br />NOTED.
<br />SS2 INSTALL SANITARY SEWER CLEANOUT
<br />PER DETAIL 3, SHEET C-4.2.
<br />SS3 MANHOLE AT POINT OF CONNECTION
<br />TO EXISTING SEWER LINE. SEE PUBLIC
<br />STREET IMPROVEMENT PLANS.
<br />SS4 POINT OF CONNECTION TO BUILDING.
<br />SEE PLUMBING PLANS FOR
<br />CONTINUATION.
<br />SS5 POINT OF CONNECTION TO PUBLIC
<br />STREET IMPROVEMENT PLANS. SEE
<br />PUBLIC STREET IMPROVEMENT PLANS
<br />FOR CONTINUATION.
<br />SS6 CONNECTION TO EXISTING SEWER
<br />LINE. SEE PUBLIC STREET
<br />IMPROVEMENT PLANS.
<br />SS7 CAP SANITARY SEWER LINE.
<br />SS8 INSTALL SANITARY SEWER CLEANOUT
<br />WITHIN PUBLIC R.O.W. PER CITY OF
<br />SANTA ANA STD. PLAN 1204. SEE
<br />PUBLIC STREET IMPROVEMENT
<br />PLANS.
<br />IRRIGATION NOTES
<br />IRR1 INSTALL 1 1 2 " PRIVATE RPPD
<br />BACKFLOW PREVENTION DEVICE FOR
<br />IRRIGATION PURPOSES PER CITY OF
<br />SANTA ANA STANDARD PLAN NO. 1432
<br />AND PER TYPICAL TRENCH DETAIL 1,
<br />SHEET C-4.2. SEE LANDSCAPING
<br />PLANS FOR CONTINUATION.
<br />IRR2 IRRIGATION SERVICE TO EXISTING
<br />WATER MAIN PER PUBLIC STREET
<br />IMPROVEMENT PLANS.
<br />IRR3 1" WATER METER PER PUBLIC STREET
<br />IMPROVEMENT PLANS.
<br />IRR4 SEE LANDSCAPE PLANS FOR
<br />CONTINUATION.
<br />IRR5 INSTALL 1 1 2 " PRIVATE RPPD
<br />BACKFLOW PREVENTION DEVICE FOR
<br />IRRIGATION PURPOSES PER CITY OF
<br />SANTA ANA STANDARD PLAN NO. 1432.
<br />SEE DETAIL 11, SHEET C-4.2 FOR
<br />REFRERENCE.
<br />GENERAL NOTES
<br />1.ELECTRICAL, GAS, TELECOMMUNICATION,
<br />AND COMMUNICATION PER OTHERS.
<br />2.ONSITE IRRIGATION DESIGN PER
<br />OTHERS.
<br />3.ABOVE GROUND WATER SYSTEM
<br />APPURTENANCES SUCH AS FIRE
<br />HYDRANTS, BACKFLOW PREVENTION
<br />DEVICES, FIRE CONNECTION STANDPIPES
<br />AND ABOVE GROUND METERS SHALL BE
<br />PAINTED AS FOLLOWS:
<br />A.PUBLIC FIRE HYDRANTS - WHITE
<br />B.PRIVATE FIRE APPURTENANCE - RED
<br />C.IRRIGATION APPURTENANCES - GREEN
<br />D.DOMESTIC APPURTENANCES - BLUE
<br />4. ALL FERROUS METAL FITTINGS SHALL BE
<br />WRAPPED WITH 10-MIL LINEAR
<br />LOW-DENSITY (LLD) POLYETHYLENE FILM
<br />PER ANSI/AWWA C105-A21.5. ALL NUTS,
<br />BOLTS, AND WASHERS SHALL BE TYPE
<br />316 STAINLESS STEEL AND SHALL HAVE
<br />NON-OXIDE GREASE OR ANTI-SEIZE
<br />COMPOUND APPLIED TO THE THREADS
<br />PRIOR TO INSTALLATION AND REAPPLIED
<br />PRIOR TO WRAPPING.
<br />5.SURFACE FEATURES OF ALL UTILITIES TO
<br />MEET FINISHED GRADE AT COMPLETION
<br />OF WORK. SURFACE FEATURES OF
<br />EXISTING UTILITIES TO BE ADJUSTED AS
<br />NEEDED TO MEET FINISHED GRADE.
<br />6.AFTER UTILITIES HAVE BEEN INSTALLED
<br />AND PRIOR TO COMPLETION OF WORK,
<br />ALL UTILITIES TO BE CAMERA INSPECTED.
<br />CAMERA INSPECTION OF DRY UTILITIES
<br />TO BE A MANDREL TEST.
<br />DOMESTIC WATER NOTES
<br />DW1 INSTALL 3" SCHEDULE 80
<br />PVC DOMESTIC WATER
<br />PIPE PER TYPICAL TRENCH
<br />DETAIL 1, SHEET C-4.2.
<br />DW2 POINT OF CONNECTION TO
<br />BUILDING. SEE PLUMBING
<br />PLANS FOR
<br />CONTINUATION.
<br />DW3 DOMESTIC WATER LINE TO
<br />EXISTING WATER MAIN
<br />PER PUBLIC STREET
<br />IMPROVEMENT PLANS.
<br /> DW4 2" WATER METER PER
<br />PUBLIC STREET
<br />IMPROVEMENT PLANS.
<br />DW5 INSTALL 2" PRIVATE RPPD
<br />BACKFLOW PREVENTION
<br />DEVICE FOR DOMESTIC
<br />PURPOSES PER CITY OF
<br />SANTA ANA STANDARD
<br />PLAN NO. 1432. SEE DETAIL
<br />11, SHEET C-4.2 FOR
<br />REFRERENCE.
<br />DW6 INSTALL 2-1/2" SCHEDULE
<br />80 PVC DOMESTIC WATER
<br />PIPE PER TYPICAL TRENCH
<br />DETAIL 1, SHEET C-4.2.
<br />FW19 INSTALL 8" 90° ELBOW AND 8"x6"
<br />REDUCER. INSTALL DUCTILE IRON
<br />FITTINGS AND THRUST BLOCKS PER
<br />DETAIL 1, SHEET C-4.5. SEE GENERAL
<br />NOTE 4.
<br />FW20 INSTALL 10"x10"x10" TEE AND 10"x8"
<br />REDUCER. INSTALL DUCTILE IRON
<br />FITTINGS AND THRUST BLOCKS PER
<br />DETAIL 1, SHEET C-4.5. SEE GENERAL
<br />NOTE 4.
<br />FW21 INSTALL 12"x12"x12" TEE AND 10"x12"
<br />REDUCER. INSTALL DUCTILE IRON
<br />FITTINGS AND THRUST BLOCKS PER
<br />DETAIL 1, SHEET C-4.5. SEE GENERAL
<br />NOTE 4.
<br />FW22 INSTALL 4-WAY FDC PER DETAIL 6,
<br />SHEET C-4.2.
<br />ADDITIONAL UTILITY NOTES
<br />1 REFER TO STREET
<br />IMPROVEMENT PLANS TO
<br />ABANDON THIS WATER LINE.
<br />2 REFER TO STREET
<br />IMPROVEMENT PLANS TO
<br />ABANDON THIS SANITARY
<br />SEWER LINE.
<br />3 REFER TO THE STREET
<br />PLANS FOR THE REMOVAL
<br />AND RECONSTRUCTION OF
<br />THE SEWER MANHOLE
<br />STRUCTURE FOR A
<br />DEAD-END UPSTREAM
<br />CONDITION.
<br />4 REFER TO THE STREET
<br />PLANS FOR THE REMOVAL
<br />AND RECONSTRUCTION OF
<br />THE SEWER MANHOLE
<br />STRUCTURE.
<br />NO:DATE:DESCRIPTION:
<br />JOB NO:
<br />DATE ISSUED:
<br />DRAWN BY:
<br />CHECK BY:
<br />SHEET NO:
<br />OWNER/ APPLICANT:
<br />503.027
<br />CONSULTANT:
<br />PROFESSIONAL SEAL:
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<br />a California general partnership
<br />3315 Fairview Road
<br />Costa Mesa, California 92626
<br />C.J.Segerstrom & Sons
<br />PROJECT TITLE
<br />SOUTH COAST
<br />TECHNOLOGY
<br />CENTER
<br />BUILDING #2 - 3120 Lake Center Drive
<br />BUILDING #3 - 3100 Lake Center Drive
<br />Santa Ana, California 92704
<br />APN: 414-272-09, 414-272-10
<br />Shell Building Only
<br />PLOT DATE:4/9/2025
<br />MATCHLINE - SEE SHEET C-4.1A
<br />1" = 20'
<br />2001020
<br />UTILITY AND STORM
<br />DRAIN PLAN
<br />C-4.1C
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<br />2024-09-06
<br />JT
<br />MI
<br />SHEET 13 OF 21
<br />GENERAL NOTE
<br />1.THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN
<br />ON THESE PLANS ARE OBTAINED BY A FIELD SURVEY AND ADDITIONAL RECORD INFORMATION PROVIDED BY
<br />THE CITY OF SANTA ANA AND UTILITY AGENCIES. SEE BELOW FOR IDENTIFICATION NUMBERS OF THE RECORD
<br />INFORMATION USED TO DETERMINE THE APPROXIMATE LOCATIONS OF THE EXISTING UTILITIES SHOWN ON
<br />THIS PLAN.
<br />1.1.CITY OF SANTA ANA WATER ATLAS SHEET NO. NO4.
<br />1.2.CITY OF SANTA ANA DEPARTMENT OF PUBLIC WORKS FILE NO. 1-059-15
<br />1.3.CITY OF SANTA ANA DEPARTMENT OF PUBLIC WORKS FILE NO. 1-156-16
<br />1.4.CITY OF SANTA ANA DEPARTMENT OF PUBLIC WORKS FILE NO. 1-238-14
<br />1.5.WATER MAIN WORK ORDER NO. WO 52015-138
<br />1.6.WATER MAIN WORK ORDER NO. WO 52016-28 / PERMIT NO. 9872
<br />1.7.WATER MAIN WORK ORDER NO. WO 52017-68
<br />1.8.CITY OF SANTA ANA DEPARTMENT OF PUBLIC WORKS WORK ORDER NO. 21246
<br />1.9.CITY OF SANTA ANA DEPARTMENT OF PUBLIC WORKS FILE NO. 1-238-14
<br />1.10.CITY OF SANTA ANA DEPARTMENT OF PUBLIC WORKS FILE NO. 1-055-12
<br />1.11.CITY OF SANTA ANA DEPARTMENT OF PUBLIC WORKS WORK ORDER NO. J.N. 20502
<br />1.12.CITY OF SANTA ANA DEPARTMENT OF PUBLIC WORKS FILE. NO. R04003
<br />1.13.SOUTHERN CALIFORNIA EDISON FACILITY MAP FOR GRID MT-1529-G
<br />1.14.SOUTHERN CALIFORNIA EDISON FACILITY MAP FOR GRID MT-1429-H
<br />1.15.SOUTHERN CALIFORNIA GAS COMPANY ATLAS MAPS
<br />1.16.VERIZON FACILITIES MAP RELATED TO REQUEST NO. 2024-1813
<br />1.CONTRACTOR SHALL
<br />MAINTAIN A MINIMUM 1
<br />FOOT HORIZONTAL
<br />SEPARATION BETWEEN ANY
<br />INSTALLED UTILITIES,
<br />UNLESS SPECIFICALLY
<br />OTHERWISE NOTED. THIS
<br />SHALL APPLY TO THE
<br />SEPARATIONS OF NEW
<br />UTILITIES TO ALL OTHER
<br />UTILITIES, EXISTING OR
<br />PROPOSED.
<br />2.SEE SHEET C-1.2 FOR
<br />UTILITY LINETYPE LEGEND.
<br />GENERAL UTILITY NOTE
<br />UTILITY LINETYPE LEGEND
<br /> EXISTING ELECTRICAL LINE
<br /> EXISTING GAS LINE
<br /> EXISTING SANITARY SEWER LINE
<br /> EXISTING STORM DRAIN LINE
<br /> EXISTING TELECOMMUNICATION LINE
<br /> EXISTING WATER LINE
<br /> EXISTING RECLAIMED TRANSMISSION LINE
<br /> PROPOSED SANITARY SEWER LINE
<br /> PROPOSED STORM DRAIN LINE
<br /> PROPOSED DOMESTIC WATER LINE
<br /> PROPOSED FIRE WATER LINE
<br /> PROPOSED IRRIGATION LINE
<br />E
<br />GAS
<br />(X"VCP SS)
<br />(X"RCP SD)
<br />TEL
<br />(X"ACP W)
<br />SS
<br />SD
<br />DW
<br />FW
<br />IRR
<br />RW
<br />OWNER/ APPLICANT:
<br />CONSULTANT:
<br />PROFESSIONAL SEAL:
<br />PROJECT TITLE
<br />SOUTH COAST
<br />TECHNOLOGY
<br />CENTER
<br />BUILDING #2 - 3120 Lake Center Drive
<br />BUILDING #3 - 3100 Lake Center Drive
<br />Santa Ana, California 92704
<br />APN: 414-272-09, 414-272-10
<br />Shell Building Only
<br />04/09/2025
<br />Behrooz Sarlak 4/22/2025
|