Spec_Vol_17_2_W912PL-12-R-0018.pdf
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- Design Build, FY 12 Water Treatment and Distribution System, Fort Irwin, San Bernardino County, CA
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US Army Corps of Engineers Sacramento District
CALIFORNIA
SAN BERNARDINO COUNTY
APPENDIX Z: FOR INFORMATION ONLY: FORT IRWIN,
CALIFORNIA BICYCLE LAKE WATER MAIN AND WATER
LINE CONNECTIONS - PROJECT W11
GOLDSTONE ROAD
GOLDSTONE ROAD
NO
RT
H
LO
OP
R
OA
D
NO
RT
H
LO
OP
R
OA
D
SCATTERED
0 2
GOLDSTONE ROAD
GOLDSTONE ROAD
N O
R T
H
L O
P
R
A D
9 2
2674 2673
2667 2666
PROJ
DATE
D A
T E
N O
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DWG
FILENAME: PLOT DATE: PLOT TIME:01-G-01_350858.dgn 3/13/2012 1:53:58 PM
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R O J E
C T W
SEPTEMBER 2009
LOCATION MAP
NTS
VICINITY MAP
N
GOLDSTONE RD
FRANCISCO
SAN
ANGELES
LOS
VEGAS
LAS
CALIFORNIA
FORT IRWIN
B
IC
Y C
L E L
A K
E W
A T
E R M
A
IN
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F O
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IN
C A
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IN
IN
G C
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F O
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G E
N E
R A
L
WATER LINE CONNECTIONS - PROJECT W11
BICYCLE LAKE WATER MAIN AND
FORT IRWIN, CALIFORNIA
FORT IRWIN - U.S. ARMY NATIONAL TRAINING CENTER
Pacific Ocean
N
C O
V E
R S
H E
E T
L O
C A
T
IO
N A
N D V
IC
IN
IT
Y M
A P
S
01-G-01
S O
U T
H
L
O
A D
B A R S T O
W R
O A D
S O
U T
H L
O O P R
O A
D
N O
R
TH
L
O O P R
O A D
W A
T E
R L
IN
E C
O N
N E
C T
IO
N S P
R O J E
C T W
05-C-A03
05-C-A04
05-C-A05
05-C-A06
05-C-A07
05-C-A08
05-C-A09 05-C-A10 05-C-A11
05-C-A12 05-C-A13
05-C-B01
05-C-B07
05-C-C02
05-C-C03
05-C-C04
NTS
05-C-D01
05-C-A01
05-C-A02
N
IRWIN WELL I-7
EXISTING
TREATED WATER DISTRIBUTION MAIN
WATER TRANSMISSION MAIN &
BICYCLE LAKE UNTREATED
SCHEDULE A
DISTRIBUTION MAIN
TREATED WATER
BARSTOW ROAD
SCHEDULE C
TRANSMISSION MAIN
UNTREATED WATER
IRWIN WELL I-7
SCHEDULE B
(BY OTHERS)
PLANT PROJECT W4
WATER TREATMENT
SCHEDULE A
SCHEDULE C
SCHEDULE D
SCHEDULE B
DRAWING NO., TYP
PLAN & PROFILE
PIPELINE
IRWIN WELL I-7
05-C-A14
05-C-A15
05-C-C01
05-C-B06
05-C-B05
05-C-B04
05-C-B03
05-C-B02
RESERVOIR
HEAT SINK
EXISTING
SINK RESERVOIR
FUTURE TIE IN TO HEAT
STUB-OUTS FOR
FORT IRWIN
CANTONMENT AREA
EXTENSION
LANGFORD LINE
SCHEDULE D -
LAND FILL
SANITARY
LAND FILL
SANITARY
PROJ
DATE
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FILENAME: PLOT DATE: PLOT TIME:01-G-02_350858.dgn 3/13/2012 3:41:10 PM
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SEPTEMBER 2009
A P
V R
N D
A T
E D
E S
C R
IP
T
IO
N N
O
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N E
R A
L
01-G-02
W A
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INDEX OF DRAWINGS
SHEET TITLEDRAWING
GENERAL
CIVIL
DETAILS
SCHEDULE A - BICYCLE LAKE WATER MAIN
SCHEDULE B - IRWIN WELL 7 TRANSMISSION MAIN
SCHEDULE C - BARSTOW ROAD 8" WATER DISTRIBUTION MAIN
FLOW STREAM IDENTIFICATION
THRUST RESTRAINT TABLE
UNTREATED WATER
TREATED WATER
SANITARY SEWER
STORM DRAIN
UTW
TW
SS
SD
AC
APPROX APPROXIMATE
ASPHALTIC CONCRETE
BELL
BLIND FLANGE
BUTTERFLY VALVEBFV
BF
B
CENTERLINE
CMP CORRUGATED METAL PIPE
CONC CONCRETE
CONN CONNECTION
CONTR CONTRACTOR
CENTERCTR
CV CHECK VALVE
CL
DI DUCTILE IRON
DIA DIAMETER
DIP DUCTILE IRON PIPE
DR
E
ELEVATION
ENGR ENGINEER
EXISTING
FLANGED COUPLING ADAPTERFCA
FG
EL
EXST
FINISH GRADE, FLOAT GLASS
FLANGEFLG
GV GATE VALVE
HORIZ HORIZONTAL
IE INVERT ELEVATION
INVT INVERT
KV KILOVOLTS
GR GRADE
FIN GR FINISH GRADE
EAST, EMPTY
CLSF
BK BACK
AHD AHEAD
AIR / VACUUMAV
MECHANICAL JOINTMJ
MWS MAXIMUM WATER SURFACE
N
NIC NOT IN CONTRACT
PLAIN ENDPE
PEP POLYETHYLENE PIPE
NORTH, NEUTRAL
PCV PRESSURE CONTROL VALVE
POUNDS PER SQUARE INCHPSI
POLYVINYL CHLORIDEPVC
RCP REINFORCED CONCRETE PIPE
RDCR REDUCER
REINF REINFORCED, REINFORCING, REINFORCE
S
SCHEDULE
SHEET
STA
STANDARDSTD
TB
SH
SLOPE, SOUTH, SWITCH
SCHED
TYPICALTYP
V
VERT VERTICAL
WITHW/
VENT, VALVE
W WATERPC PRESSURE CLASS
DWG DRAWING
DIMENSION RATIO
PRV
RJ RESTRAINED JOINT
STATION
THRUST BLOCK
TW TREATED WATER
UTW UNTREATED WATER
CLDIP CEMENT LINED DUCTILE IRON PIPE
SQ FT SQUARE FOOT, FEET
STANDARD ABBREVIATIONS
IN
D
E X O
F D
R A
W
IN
G S S
T A
N D
A R
D
T A
B L E
PRESSURE RELIEF VALVE
A B
B R
E V
IA
T
IO
N S
A N
D T
H R
U S
T R
E S
T R
A
IN
T
05-D-08
05-D-07
05-D-06
05-D-05
05-D-04
05-D-03
05-D-02
05-D-01
05-C-D01
05-C-C04
05-C-C03
05-C-C02
05-C-C01
05-C-B07
05-C-B06
05-C-B05
05-C-B04
05-C-B03
05-C-B02
05-C-B01
05-C-A15
05-C-A14
05-C-A13
05-C-A12
05-C-A11
05-C-A10
05-C-A09
05-C-A08
05-C-A07
05-C-A06
05-C-A05
05-C-A04
05-C-A03
05-C-A02
05-C-A01
01-G-05
01-G-04
01-G-03
01-G-02
01-G-01
(SEE GENERAL PIPING NOTE 5)
VALVE MODIFICATIONS AT IRWIN WELL 7 PUMP STATION
VALVE MODIFICATIONS AT LANGFORD LAKE BOOSTER PUMP STATION
VALVE MODIFICATIONS AT BICYCLE LAKE BOOSTER PUMP STATION
MISCELLANEOUS CIVIL DETAILS
BLOWOFF DEATILS AND AIR & VACUUM VALVE VAULT PLAN, SECTIONS, AND DETAILS
PIPELINE CONNECTION DETAIL AND CROSSING PROFILES
PIPELINE CONNECTION DETAILS
TYPICAL TRENCH SECTIONS AND SURFACE RESTORATION DETAILS
PLAN AND PROFILE STA 0+00 TO STA 9+46
PLAN AND PROFILE STA 15+00 TO STA 16+46
PLAN AND PROFILE STA 10+00 TO STA 15+00
PLAN AND PROFILE STA 5+00 TO STA 10+00
PLAN AND PROFILE STA 0+00 TO STA 5+00
PLAN AND PROFILE STA 30+00 TO STA 32+83
PLAN AND PROFILE STA 25+00 TO STA 30+00
PLAN AND PROFILE STA 20+00 TO STA 25+00
PLAN AND PROFILE STA 15+00 TO STA 20+00
PLAN AND PROFILE STA 10+00 TO STA 15+00
PLAN AND PROFILE STA 5+00 TO STA 10+00
PLAN AND PROFILE STA 0+00 TO STA 5+00
PLAN AND PROFILE STA 140+00 TO STA 142+54
PLAN AND PROFILE STA 130+00 TO STA 140+00
PLAN AND PROFILE STA 120+00 TO STA 130+00
PLAN AND PROFILE STA 110+00 TO STA 120+00
PLAN AND PROFILE STA 100+00 TO STA 110+00
PLAN AND PROFILE STA 90+00 TO STA 100+00
PLAN AND PROFILE STA 80+00 TO STA 90+00
PLAN AND PROFILE STA 70+00 TO STA 80+00
PLAN AND PROFILE STA 60+00 TO STA 70+00
PLAN AND PROFILE STA 50+00 TO STA 60+00
PLAN AND PROFILE STA 40+00 TO STA 50+00
PLAN AND PROFILE STA 20+00 TO STA 40+00
PLAN AND PROFILE STA 20+00 TO STA 30+00
PLAN AND PROFILE STA 10+40 TO STA 20+00
PLAN AND PROFILE STA 0+00 TO STA 10+40
HYDRAULIC PROFILE OF BICYCLE LAKE WATER MAIN COMPONENTS
MECHANICAL LEGEND
GENERAL NOTES, CIVIL, PIPING & UTILITY LEGENDS
INDEX OF DRAWINGS, STANDARD ABBREVIATIONS, AND THRUST RESTRAINT TABLE
COVER SHEET, LOCATION AND VICINITY MAPS
SCHEDULE D - LANGFORD LINE EXTENSION
STRENGTH FILL
CONTROLLED LOW
ML MEGALUG
WS WELDED STEEL
8" PE
157.7
H
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FILENAME: PLOT DATE: PLOT TIME:01-G-03_350858.dgn 3/13/2012 3:41:47 PM
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V
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ORIGINAL DRAWING.
BAR IS ONE INCH ON
VERIFY SCALE
R E
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F D
O C
U M
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T S c
350858
F O
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SEPTEMBER 2009
1.
SHOWN MAY BE USED ON THIS PROJECT.
THEREFORE, NOT ALL OF THE INFORMATION
THIS IS A STANDARD LEGEND SHEET.
EXISTING THIS CONTRACT
INDICATOR POST VALVE
FLEXIBLE COUPLING
PIPING < 30" DIAMETER
PIPING 30" DIAMETER>
EXISTING PIPE TO BE ABANDONED
EXISTING PIPE TO BE REMOVED
X = NO. IN SPECIFICATIONS
NON-FREEZE HOSE VALVE (V-X)
GATE VALVE AND VALVE BOX
BUTTERFLY VALVE AND VALVE BOX
PLUG VALVE AND VALVE BOX
90° ELBOW UP
90° ELBOW DOWN
CONCENTRIC REDUCER
CAP OR PLUG
NOMINAL PIPE DIAMETER
8" PE
PIPE USE IDENTIFICATION
CLEANOUT
FIRE HYDRANT
BEND < 90° UP
BEND < 90° DOWN
GENERAL SITE NOTES:
GENERAL NOTE:
CIVIL LEGEND
G E
N E
R A
L
01-G-03
RACK (V-X) X = NO. IN SPECIFICATIONS
NON-FREEZE HOSE VALVE WITH HOSE
SPOT ELEVATION
CONTOUR LINE
DRAINAGEWAY OR DITCH
158.5
EMBANKMENT AND SLOPE3:1
SIGNOR
MANHOLE
POST OR GUARD POST
UTILITY POLE
POINT OF INTERSECTION
SURVEY CONTROL POINT OR
CENTER LINE, BUILDING, ROAD, ETC.
LOCATION POINT - COORDINATES
STRUCTURE, BUILDING OR FACILITYN 1000.00
E 1000.00
LIGHT POLE
GUY ANCHOR
TREE
BRUSH/TREE LINE
FIRE HYDRANT
STRUCTURE, BUILDING OR FACILITYOR
ASPHALT CONCRETE PAVEMENT
GRAVEL SURFACING
OR
DEMOLITION
GUARD RAIL
WIRE FENCE
OROR
CHAIN LINK FENCE
CULVERT
CATCH BASIN OR INLET
TRENCH DRAIN
ELECTRICAL MANHOLE
ELECTRIC HANDHOLE
BENCH MARK
PROPERTY LINE
STAGING OR WORK AREA LIMITS
BORING LOCATION AND NUMBER
TEST PIT LOCATION AND NUMBER
PIEZOMETER LOCATION AND NUMBER
CONCRETE PAVEMENT
CURB
CURB AND GUTTER
SINGLE SWING GATE
DOUBLE SWING GATE
SLIDING GATE
ARCHITECTURAL FENCE
B-1
TP-2
P-3
THIS CONTRACTEXISTING
OR
OR
BM
CB CB
T
D S
H
E
EXISTING UTILITIES LEGEND
PIPING LEGEND
TREATED WATER
UNTREATED WATER
TW
UTW
GENERAL PIPING AND UTILITIES NOTES:
G E
N E
R A
L N
O T
E S
C
IV
IL
P
IP
IN
G U
T
IL
IT
Y
L E
G E
N D
S
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
17.
16.
15.
14.
13.
12.
11.
10.
9.
8.
7.
6.
5.
4.
3.
2.
1.
SUITABLE FOR USE AS BACKFILL AS SPECIFIED. THE ON-BASE SANITARY LANDFILL IS LOCATED ON SANITARY FILL RD; CONTACT IS MR. MUHAMMAD BARI.
THE CONTRACTOR SHALL CONFIRM WITH THE LOCAL GOVERNING AGENCY THE ON-BASE LOCATION FOR DISPOSAL OF EXCAVATED MATERIAL NOT
WILL HAVE TO BE LOCATED AND WORKED AROUND DURING THE COMPLETION OF THIS PROJECT.
THE CONTRACTOR ACKNOWLEDGES BY SUBMITTING A BID THAT HE REALIZES THERE ARE BOTH OVERHEAD AND UNDERGROUND EXISTING UTILITIES THAT
SUBMIT EROSION CONTROL PLAN.
CONTRACTOR SHALL TAKE ALL OTHER MEASURES TO POSITIVELY PRECLUDE RUNOFF MATERIALS FROM LEAVING THE SITE. CONTRACTOR SHALL
CONSTRUCTION.
CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTING AND MAINTAINING ALL REQUIRED STORMWATER AND EROSION CONTROL DEVICES DURING
UNLESS SHOWN OTHERWISE, ALL DISTURBED AREAS NOT RECEIVING A HARD SURFACE SHALL BE LEFT BARE.
SLOPE UNIFORMLY BETWEEN CONTOURS AND SPOT ELEVATIONS SHOWN.
ELEVATIONS GIVEN ARE TO PIPE INVERT OR FINISH GRADE UNLESS OTHERWISE SHOWN.
PROVIDE TEMPORARY FENCING AS NECESSARY TO MAINTAIN SECURITY AT ALL TIMES.
BY CONTRACTOR.
STAGING AREA FOR CONTRACTOR’S EMPLOYEE PARKING, CONTRACTOR’S TRAILERS AND ON-SITE STORAGE OF MATERIALS SHALL BE ARRANGED
OF PAVEMENT UNLESS OTHERWISE NOTED.
COORDINATES AND DIMENSIONS SHOWN FOR PIPELINE IMPROVEMENTS ARE TO FACE OF CURB, CENTER LINE OF ROADWAY, OR EDGE
FOR LOCATION OF CONTROL POINT ON PIPELINES, SEE PLAN AND PROFILE DRAWINGS.
THE WORK TO PRODUCE THE SAME LEVEL OF ACCURACY AS THE ORIGINAL MONUMENT(S) IN A TIMELY MANNER, AND AT CONTRACTOR’S EXPENSE.
MAINTAIN, RELOCATE, OR REPLACE EXISTING SURVEY MONUMENTS, CONTROL POINTS, AND STAKES WHICH ARE DISTURBED OR DESTROYED. PERFORM
VERTICAL DATUM: NAVD 88.
HORIZONTAL DATUM: UTM ZONE 11.
SITE FEATURES ARE SHOWN HEAVY-LINED.
EXISTING TOPOGRAPHY, STRUCTURES, AND SITE FEATURES ARE SHOWN SCREENED AND/OR LIGHT-LINED. NEW FINISH GRADE, STRUCTURES, AND
DURING CONSTRUCTION.
CONFLICTS THAT WOULD POTENTIALLY CAUSE MODIFICATIONS TO THE PIPELINE ALIGNMENT AND/OR ELEVATION. PROTECT ALL EXISTING UTILITIES
DRAWINGS PREPARATION/SUBMITTAL. SUBSURFACE UTILITY VERIFICATION DATA SHALL INDICATE CONTRACTOR’S FINDING AND NOTE ANY UTILITY
CONTRACTOR SHALL SUBMIT SUBSURFACE UTILITY VERIFICATION TO THE DBO CONTRACTOR FOR ADMINISTRATIVE APPROVAL PRIOR TO SHOP
OF PIPE MANUFACTURE AND PIPELINE CONSTRUCTION SO AS TO AVOID SIGNIFICANT MANUFACTURER AND/OR FIELD MODIFICATIONS OR DELAYS.
SHALL INCLUDE PROVISIONS THAT ALLOW UTILITY LOCATION VERIFICATION FAR ENOUGH IN ADVANCE
TYPE, AND ELEVATION OF ALL SUBSURFACE UTILITIES TO BE ENCOUNTERED ON THE PROJECT. THE CONTRACTOR’S CONSTRUCTION SCHEDULE
EXISTING UNDERGROUND UTILITIES OBTAINED FROM AS-BUILTS AND FROM FIELD SURVEY. THE CONTRACTOR SHALL VERIFY THE LOCATION, SIZE, THESE PLANS. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND ADJUST WORK PLAN ACCORDINGLY PRIOR TO BEGINNING CONSTRUCTION.
HAS BEEN ADDED FROM GIS DATA AND SURFACE OBSERVATIONS. EXISTING CONDITIONS MAY VARY FROM THOSE SHOWN ON
SOURCE OF TOPOGRAPHY SHOWN ON THE CIVIL PLANS ARE BASE MAPS PROVIDED BY CABRINHA, HEARN & ASSOCIATES. ADDITIONAL MAPPING
ACCEPTABLE WITH ENGINEERS CONCURRENCE.
PRODUCTION (INSTALLATION) RATE AHEAD OF HIS WORK.
ADJUSTMENTS WITHOUT DELAYING PROJECT. AT A MINIMUM, THE CONTRACTOR SHALL POTHOLE A DISTANCE EQUIVALENT TO TWO (2) TIMES THE ANTICIPATED
THE CONTRACTOR SHALL POTHOLE EXISTING UTILITIES FAR ENOUGH IN ADVANCE OF INSTALLATION OPERATIONS TO ALLOW FOR ALIGNMENT/GRADE
WHEN/IF ANY OF THESE ENCOUTERED.
ENCOURAGED TO UTILIZE ALL AVAILABLE METHODS TO PROACTIVELY LOCATE AND PROTECT THESE (UNKNOWN) UTILITIES. IMMEDIATLY NOTIFY ENGINNER
UTILITIES IN THE CONSTRUCTION ZONE, THERE WILL BE INSTANCES WHERE UNKNOWN UTILITIES OR CONDUITS ARE ENCOUNTERED. THE CONTRACTOR IS
THE CONTRACTOR SHALL NOTE THAT WHILE ALL EFFORTS HAVE BEEN MADE TO LOCATE AND IDENTIFY DEPTH AND FUNCTION OF EXISTING (OR ABANDONED)
SUPERVISION OF A LICENSED WATER UTILITY OPERATOR.
FOR ADJACENT MAINS. PLUG DISCONNECTED SERVICE CONNECTIONS AT EXISTING MAIN. ALL SERVICE CONNECTION WORK MUST BE DONE UNDER
SHALL CONFORM TO ADJACENT MAIN REQUIREMENTS. TEST, FLUSH AND DISINFECT NEW SERVICE CONNECTIONS IN ACCORDANCE WITH REQUIREMENTS
PRESSURES TO 250 PSI, AND MUST BE APPROVED BY WATER UTILITY OPERATIONS STAFF. PIPE BEDDING, TRENCH BACKFILL, AND SURFACE RESTORATION
STAFF FOR SERVICE. ALL PIPE, FITTINGS, VALVES, AND OTHER MATERIALS SHALL BE SUITABLE FOR OPERATING PRESSURES TO 150 PSI AND TEST
TRANSFER SERVICE CONNECTIONS TO NEW DISTRIBUTION MAIN AFTER IT HAS BEEN FLUSHED, DISINFECTED, AND APPROVED BY UTILITY OPERATIONS
MINIMUM ALLOWABLE CLEARANCE BETWEEN PIPES AT CROSSINGS SHALL BE 3". CONTROLLED LOW STRENGTH FILL IS REQ’D AS SHOWN ON DWG 05-D-05.
FOR SURFACE RESTORATION OF ASPHALT, CONCRETE, OR OTHER, SEE DWG 05-D-01.
FOR TRENCHING AND BACKFILL, SEE DWG 05-D-01.
ALL NEW WATER LINES MUST BE PROPERLY FLUSHED, PRESSURE TESTED, CHLORINATED AND BACTERIOLOGICALLY TESTED, AS SPECIFIED.
BUT MIN. SLOPE SHALL BE 0.005 (0.5� PER 100�).
MAINTAIN UNIFORM GRADIENT (UP OR DOWN) BETWEEN INDICATED LOW AND HIGH POINTS IN PIPELINE PROFILE. SLOPE NEED NOT BE CONSTANT, OVER PIPE. WHERE NECESSARY TO ALTER DEPTH OF COVER IN RESTRAINED JOINT REACHES, REVISE PER THRUST RESTRAINT TABLE ON DWG 01-G-02.
MN 4� COVER REQUIRED OVER ALL RESTRAINED JOINT LENGTHS PER DESIGN. DESIGN OF ALL RESTRAINED JOINT LENGTHS IS BASED ON 4� EARTH COVER
UNLESS OTHERWISE SHOWN ALL PIPING SHALL HAVE A MINIMUM OF 3’ COVER.
EXISTING PIPING AND UTILITIES ARE SHOWN SCREENED AND/OR LIGHT-LINED. NEW PIPING IS SHOWN HEAVY-LINED.
FOR PIPING FLOW STREAM IDENTIFICATION, SEE DRAWING 01-G-02.
DOMESTIC WATER
UNDERGROUND PHONE LINES
WATER VALVE
PADMOUNTED TRANSFORMER
GAS VALVE MANIFOLD - COVERED
ABANDONED IN PLACE
FIBER OPTIC
PT
(A)
T
MANHOLE
STREET LITE
FIRE HYDRANT
GAS VALVE
E
S
G
W
GAS LINES
SEWER
RO-WATERDW/RO
BLOWOFF (ONE ON EACH LINE)
BLOWOFF (INDICATED PIPE ONLY)
AIR RELEASE VALVE (ONE ON EACH LINE)
AIR RELEASE VALVE (INDICATED PIPE ONLY)
FO
ELECTRIC LINES
D A
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N O
D S
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D R
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V
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N
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K
A P
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B Y
A P
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SHEET
DWG
FILENAME: PLOT DATE: PLOT TIME:01-G-04_350858.dgn 3/13/2012 3:42:25 PM
C H
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IL
L
A
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IG
H T S R
E S
E R
V E
D
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A
B
C
D
1"0
C H
M H
IL
L A
N D I S N
O T T
O B
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S E
D
IN
W
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L E O
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A R
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IT
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IN
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N S
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F E
S S
IO
N A
L S
E R
V
IC
E
IS
T
H E P
R O
P E
R T
Y O
F
ORIGINAL DRAWING.
BAR IS ONE INCH ON
VERIFY SCALE
R E
U S
E O
F D
O C
U M
E N
T S c
350858
F O
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R W
IN
U .S
A R
M Y N
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N A
L T
R A
IN
IN
G C
E N
T E
R
F O
R T I
R W
IN
C A
L
IF
O R
N
IA
B
IC
Y C
L E L
A K
E W
A T
E R M
A
IN
A
N D
W A
T E
R L
IN
E C
O N
N E
C T
IO
N S P
R O J E
C T W
SEPTEMBER 2009
B
IC
Y C
L E L
A K
E W
A T
E R M
A
IN
A
N D
F O
R T I
R W
IN
C A
L
IF
O R
N
IA
U .S
A R
M Y N
A T
IO
N A
L T
R A
IN
IN
G C
E N
T E
R
F O
R T I
R W
IN
G E
N E
R A
L
01-G-04
W A
T E
R L
IN
E C
O N
N E
C T
IO
N S P
R O J E
C T W
M E
C H
A N
IC
A L L
E G
E
D
S
V
K
LAY PIPE TO UNIFORM GRADE BETWEEN INDICATED ELEVATION POINTS.
2.
5.
4.
3.
1.
MECHANICAL LEGEND AND NOTES PIPE AND FITTING SYMBOLS
FLEXIBLE COUPLING
ELBOW UP
TEE UP
LATERAL UP
ELBOW DOWN
TEE DOWN
METAL BELLOWS EXP JOINT
ELASTOMER BELLOWS EXP JOINT
EXISTING PIPE
NEW PIPE
WELDED JOINT
GROOVED END JOINT
FLANGED JOINT
MECHANICAL JOINT
BELL & SPIGOT JOINT (LEADED)
HUB & SPIGOT JOINT
(RUBBER GASKET)
BALL JOINT
EXISTING PIPE TO BE ABANDONED
GROOVED END ADAPTER FLANGE
EXISTING PIPE TO BE REMOVED
FLANGED COUPLING ADAPTER
LATERAL DOWN
CONCENTRIC REDUCER
ECCENTRIC REDUCER
UNION
REDUCING BUSHING
CAP
ANCHOR
ELBOW, 90 DEGREE
CROSS
TEE
ELBOW, 45 DEGREE
LATERAL
3.
NOTES:
1.
2.
SIZE OF VALVE
VALVE SYMBOL
VALVE DESIGNATIONS
PIPING DESIGNATION
EXAMPLE:
PIPE DIAMETER
B BELL PE PLAIN END
SPIGOTS GE GROOVED END
F FLANGE MJ MECHANICAL JOINT
EXAMPLE:
PEMJ
VALVE SYMBOLS
GATE
BUTTERFLY
GLOBE
BALL
VEE-BALL
ECCENTRIC PLUG
PLUG OR COCK
NEEDLE
DIAPHRAGM
PINCH
SWING CHECK
BALL CHECK
X = NO. IN SPECS
SAMPLE
MUD
PRESSURE RELIEF
AIR AND/OR VACUUM RELEASE
HOSE VALVE (HV- X) OR (V-X)
KNIFE GATE
PRESSURE CONTROL
INDICATED FLOW PATTERN.
ARROWS INDICATE FLOW PATTERN.
SEATING PORTS ARE IMPLIED BY
PRESSURE REGULATOR
MULTI-PORT VALVE,
TELESCOPING
ROTARY
ANGLE GATE
X - X
K
V
SINGLE LINE
OR
OR
OR
OR
OR
OR
OR
OR
OR
OR
OR
OR
PIPE FITTING AND PATTERNS
MANUAL VALVES AND CHECK VALVESCONTROL VALVES
DOUBLE LINE SINGLE LINE DOUBLE LINE SINGLE LINEGENERAL PIPING NOTES DOUBLE LINE
GENERAL NOTE:
F
1.
SHOWN MAY BE USED ON THIS PROJECT.
THEREFORE, NOT ALL OF THE INFORMATION
THIS IS A STANDARD LEGEND SHEET.
NUMBER
SERVICE
ADAPTER SIDE
SEATING PORT
REGULATED SIDE
REGULATED SIDE
16" TW
16" TW
PIPING COMPONENTS ARE NECESSARILY USED IN THE PROJECT.
THROUGHOUT THE DRAWINGS, WHEREVER APPLICABLE. NOT ALL OF THE VARIOUS
SYMBOLS, LEGENDS, AND PIPE USE IDENTIFICATIONS SHOWN SHALL BE FOLLOWED
RUN OF PIPE, UNLESS OTHERWISE SHOWN.
FITTING MATERIAL SHALL BE THE SAME AS SHOWN FOR ADJACENT STRAIGHT
STRAIGHT RUN OF PIPE, UNLESS OTHERWISE INDICATED. TYPE OF JOINT AND
SIZE OF FITTINGS SHOWN ON DRAWINGS SHALL CORRESPOND TO ADJACENT
IS NOTED AS EXISTING. NEW PIPING AND EQUIPMENT IS SHOWN HEAVY-LINED.
EXISTING PIPE AND EQUIPMENT IS SHOWN LIGHT-LINED AND/OR SCREENED AND
PIPE AND FITTINGS.
TO PIPING SPECIFICATIONS FOR SPECIFIC END CONNECTIONS FOR SINGLE LINE
SYMBOLS SHOWN HERE FOR SINGLE LINE FITTINGS ARE GENERIC ONLY. REFER
CONSTRUCTION DRAWINGS. ALSO SEE PIPING SPECIFICATIONS.
FITTINGS. FITTINGS WITH OTHER END PATTERNS ARE SHOWN SIMILARLY ON THE
ONLY FLANGED END CONNECTIONS ARE SHOWN HERE FOR DOUBLE LINE
8" PLUG VALVE
VALVE TYPE NUMBER
SECTION 40 27 02 FOR
VALVE SCHEDULE IN SPEC
SEE MANUAL AND CHECK
SERVICE, SEE I&C LEGEND AND PIPE SCHEDULE
SHALL BE ADEQUATE FOR TEST PRESSURES SPECIFIED.
THRUST RESTRAINT, UNLESS OTHERWISE NOTED. THRUST PROTECTION
ALL FLEXIBLE CONNECTORS AND COUPLING ADAPTERS SHALL BE PROVIDED WITH
BE JOINED TO THE COUPLING ADAPTER.
WHERE A FLANGED COUPLING ADAPTER IS SHOWN, A STANDARD FLANGE SHALL
D A
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FILENAME: PLOT DATE: PLOT TIME:01-G-05_350858.dgn 3/13/2012 3:43:11 PM
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A
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D
1"0
C H
M H
IL
L A
N D I S N
O T T
O B
E U
S E
D
IN
W
H O
L E O
R I
N P
A R
T F
O R A
N Y O
T H
E R P
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C T W
IT
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IT
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H E I
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N S I
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D H
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IN
A S A
N I
N S
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F P
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F E
S S
IO
N A
L S
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V
IC
E
IS
T
H E P
R O
P E
R T
Y O
F
ORIGINAL DRAWING.
BAR IS ONE INCH ON
VERIFY SCALE
R E
U S
E O
F D
O C
U M
E N
T S c
350858
F O
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A R
M Y N
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IN
G C
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R
F O
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C A
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IF
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N
IA
B
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L E L
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A
IN
A
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W A
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IN
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O N
N E
C T
IO
N S P
R O J E
C T W
SEPTEMBER 2009
B
IC
Y C
L E L
A K
E W
A T
E R M
A
IN
A
N D
F O
R T I
R W
IN
C A
L
IF
O R
N
IA
U .S
A R
M Y N
A T
IO
N A
L T
R A
IN
IN
G C
E N
T E
R
F O
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IN
A P
V R
N D
A T
E D
E S
C R
IP
T
IO
N N
O
G E
N E
R A
L
01-G-05
HGL = HYDRAULIC GRADE LINE
010,000 8,000 6,000 4,000 2,00012,00014,00016,000
LANGFORD LAKE
BICYCLE LAKE
EXISTING 16" UTW FROM BICYCLE LAKE
N E
W U T
W
HGL AT I-7
EXISTING MAX STATIC 2778
NEW OPERATING HGL
HGL AT BICYCLE LAKE BPS
NEW MAX STATIC 2712
NEW 18" UTW
IRWIN WELL I-7
MAX STATIC 2778
EXISTING TW RESERVOIR
NEW 24" UTW
NEW TW STORAGE RESERVOIR
WTP
EXISTING
16" TW
DISTRIBUTION GRID
ALONG BARSTOW RD.
NEW 8" TW
N E
W " T
W
(2
.3
P
S I
O P
E R
A T
IN
G
NEW 16" TW
E L E
V A
T
IO
N A
B O
V E S
E A L
E V
E L F
E E
T
DISTANCE FROM WTP - FEET
P
~2415
P
P 2460+/-
P
AND NORTH LOOP ROAD
INTERSECTION OF BARSTOW ROAD
2689 2687
NORTH LOOP ROAD
BARSTOW ROAD @
H Y
D R
A U
L
IC
P
R O
F
IL
E O
F
B
IC
Y C
L E L
A K
E W
A T
E R M
A
IN
C
O M
P O
N E
N T S
0 4,0002,000 6,000 8,000 10,000 12,000 14,000 16,000
VALVE, TYP
BLOW-OFF
VALVE, TYP
AIR-RELEASE
LINE VALVE, TYP
TEST HGL 3000 (SCH A, B, & D) TEST HGL 3000 (SCH A & C)
.3
P
S I
O P
E R
A T
IN
G
.3
P
S I
O P
E R
A T
IN
G
.3
P
S I
O P
E R
A T
IN
G
F
LO
W F
LO
W
NEW UTW RESERVOIR
P = PUMP
WTP = WATER TREATMENT PLANT
STA
N 128027
N 128027
P
S
S
2687.04
TANK
2685 2680 2675
26652670
GOLDSTONE ROAD
HV
"W
6"W 6"W
6"W 6"W
6"W 6"W
10+00
PROFILE
1’=40’ HORIZ, 1"=10’ VERT
PLAN
1’=40’
N 0 40 80
Scale In Feet
GROUND
EXISTING
COVER
3’ MIN
A
T C
H L
IN
E S
E E D
W G
-C -A
C.L. ROAD
GOLDSTONE ROAD
M A
T C
H L
IN
E S
E E D
W G
-C -A
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00
PROJECT W4 (BY OTHERS)
WATER TREATMENT PLANT -
TANK
WATER STORAGE
UNTREATED
FACILITY
MEMBRANE
EDR
B
IC
Y C
L E L
A K
E W
A T
E R M
A
IN
A
N D
F O
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IN
C A
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IF
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U .S
A R
M Y N
A T
IO
N A
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IN
G C
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T E
R
F O
R T I
R W
IN
350858
A P
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N N
O
C
IV
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S C
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L E A B
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L E L
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A T
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A
IN
P L
A N A
N D P
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F
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S T
A
T
O S
T A
05-C-A01
WATER MAIN
BICYCLE LAKE
24" UTW
WATER MAIN
BICYCLE LAKE
24" UTW
4’ MIN
IE 2675.00
STORAGE TANK STUBOUT
UNTREATED WATER
CONNECTION TO
STA 0+65
STA 1+58
2320SEE , TYP
(BY OTHERS)
PROJECT W4
24" UTW
E 1725836.87
N 12802702.54
STA 1+58
(BY OTHERS)
TANK - PROJECT W4
UTW STORAGE
05-D-02
STA 0+20 SEE
TEST STATION
05-D-05
BY PROJECT W4
FINISH GRADE
PROPOSED
SEE DETAIL
IE 2675.0
E 1725759.87
N 12802636.87
STA 0+65 CONNECTION
TANK
JPL-1
EXISTING
’ EDGE OF PAVEMENT FOGLINE
N 12802600 .00
E 1725716.
VALVE STATION
AIR / VACUUM
ORV ROADOFF ROAD VEHICLE PATH
LINES, TYP
TELEPHONE
AND STORAGE AREA
SUBCONTRACTORS STAGING
PROJECT W4
EXST 6" W
PROJ
DATE
D A
T E
N O
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FILENAME: PLOT DATE: PLOT TIME:05-C-A01d_350858.dgn 3/13/2012 5:43:18 PM
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A
B
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N O
D E
S C
R
IP
T
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N D
A T
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A P
V R
1"0
C H
M H
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L A
N D I S N
O T T
O B
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S E
D
IN
W
H O
L E O
R I
N P
A R
T F
O R A
N Y O
T H
E R P
R O J E
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N C
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P O
R A
T E
D H
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IN
A S A
N I
N S
T R
U M
E N
T O
F P
R O
F E
S S
IO
N A
L S
E R
V
IC
E
IS
T
H E P
R O
P E
R T
Y O
F
ORIGINAL DRAWING.
BAR IS ONE INCH ON
VERIFY SCALE
R E
U S
E O
F D
O C
U M
E N
T S c
PLAN
PROFILE
350858
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R T I
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A R
M Y N
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IN
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R
F O
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IN
C A
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IF
O R
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B
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L E L
A K
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C T W
SEPTEMBER 2009
"W
E E
E
E E E
T T
T T
T
T
T
T
N 12802600 .00
E 1725716.
1+
2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00
SEE GENERAL PIPING NOTE 5.
62’ RESTRAINED JOINTS
24" DI PC250 UTW
C
24" DI PC250 OR 24" PVC DR25 UTW
SEE GENERAL PIPING NOTE 5.
93’ RESTRAINED JOINTS
(24" UTW ONLY)
152’ RESTRAINED JOINTS
S
U
U
U
.2
TA
N K
P
IP
E
TA
N
K
H V
16"W16"W
16"W
20+00
PROFILE
1’=40’ HORIZ, 1"=10’ VERT
PLAN
1’=40’
0 40 80
Scale In Feet
GROUND
EXISTING
T C
H L
IN
E S
E E D
W G
-C -A
M A
TC
H L
IN
E S E E D
W G 5-
C -A
PROJECT W4 (BY OTHERS)
WATER TREATMENT PLANT -
B
IC
Y C
L E L
A K
E W
A T
E R M
A
IN
A
N D
F O
R T I
R W
IN
C A
L
IF
O R
N
IA
U .S
A R
M Y N
A T
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IN
IN
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L E A B
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L E L
A K
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A T
E R M
A
IN
P L
A N A
N D P
R O
F
IL
E
05-C-A02
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00
S T
A
T
O S
T A
M A
T C
H L
IN
E S
E E D
W G
-C -A
WATER MAIN
BICYCLE LAKE
18" UTW
WATER MAIN
BICYCLE LAKE
18" UTW
3’ MIN COVER
G O
LD
S T O
N E R
O A D
STA 12+97.93
STA 13+03.21
STA 18+14.54STA 18+07.53
LINE
DISTRIBUTION
16" TW
2320SEE , TYP
05-D-02
WITH SCHEDULE D
WYE CONNECTION
STA 11+28
DETAILS
SEE CONNECTION
05-D-02
DETAILS
SEE CONNECTION
M A T C
H L
IN
E S
E E D
W G 5-
C -A
OF 16" TW WITH 18" UTW.
MATCH BOTTOM PIPE ELEVATIONS
PIPELINE SHOWN IN PROFILE IS18" UTW.
MIDPOINT BETWEEN THE TWO PIPES.
STATIONING IS ON ALIGNMENT
NOTE:
WITH 18" UTW ALIGNMENT
16" TW BEGINS PARALLEL
STA 11+74.25
AVAILABLE IN THIS AREA
REQ’D, NO SOILS DATA
POSSIBLE ROCK EXCAVATION
24" DI PC250 UTW
SEE DWG 05-C-D01
PLANT CONNECTION.
WATER TREATMENT
SCHEDULE D -
VALVE
ALTITUDE
EXISTING
FILL STATION
WATER TRUCK
EXISTING
10" GAS
EXTENSION
LANGFORD LAKE
GAS STORAGE
EXISTING PROPANE
TANK
JPL-1
EXISTING
O R
V R
O A D
TANK
JPL-1
EXISTING
LINES, TYP
TELEPHONE
PROJ
DATE
D A
T E
N O
D S
G N
D R
R E
V
IS
IO
N
C H
K
A P
V D
B Y
A P
V D
SHEET
DWG
FILENAME: PLOT DATE: PLOT TIME:05-C-A02d_350858.dgn 3/13/2012 3:49:09 PM
C H
M H
IL
L
A
L L R
IG
H T S R
E S
E R
V E
D
1 2 3 4 5 6
A
B
C
D
N O
D E
S C
R
IP
T
IO
N D
A T
E N
A P
V R
1"0
C H
M H
IL
L A
N D I S N
O T T
O B
E U
S E
D
IN
W
H O
L E O
R I
N P
A R
T F
O R A
N Y O
T H
E R P
R O J E
C T W
IT
H
O U
T T
H E W
R
IT
T E
N A
U T
H O
R
IZ
A T
IO
N O
F C
H
M H
IL
L
T H
IS
D
O C
U M
E N
T
A N
D T
H E I
D E
A S A
N D D
E S
IG
N S I
N C
O R
P O
R A
T E
D H
E R
E
IN
A S A
N I
N S
T R
U M
E N
T O
F P
R O
F E
S S
IO
N A
L S
E R
V
IC
E
IS
T
H E P
R O
P E
R T
Y O
F
ORIGINAL DRAWING.
BAR IS ONE INCH ON
VERIFY SCALE
R E
U S
E O
F D
O C
U M
E N
T S c
PLAN
PROFILE
350858
F O
R T I
R W
IN
U .S
A R
M Y N
A T
IO
N A
L T
R A
IN
IN
G C
E N
T E
R
F O
R T I
R W
IN
C A
L
IF
O R
N
IA
B
IC
Y C
L E L
A K
E W
A T
E R M
A
IN
A
N D
W A
T E
R L
IN
E C
O N
N E
C T
IO
N S P
R O J E
C T W
SEPTEMBER 2009
P
IP
E
W
W
W
16"W
16"W
"W
G
G
G
E
E
E
E
T
T
N 12802616.25
E 1726977.28
N 12802612.82
E 1726973.25
N 12803029.77
E 1727274.56
N 12803028.57
E 1727267.65
11+
13+00
14+00
15+00
16+
17+00
18+00
SEE GENERAL PIPING NOTE 5.
50’ RESTRAINED JOINTS
SEE GENERAL PIPING NOTE 5.
50’ RESTRAINED JOINTS
SEE GENERAL PIPING NOTE 5.
50’ RESTRAINED JOINTS
& 16" DI PC250 TW
18" DI PC250 UTW
(18" UTW ONLY)(24" UTW ONLY)
C
C.L. OF UTW
PROFILE REFLECTS
C.L. BETWEEN 2 PIPES
PROFILE REFLECTS
18" DI PC250 UTW
& 16" DI PC250 OR PVC DR18 TW
18" DI PC250 OR PVC DR18 UTW
& 16" DI PC250 OR PVC DR18 TW
18" DI PC250 OR PVC DR18 UTW
16" DI PC250 TW W/ RJ
SEE GENERAL PIPING NOTE 5.
169’ RESTRAINED JOINTS152’ RESTRAINED JOINTS
E 1
B
IC
Y C
L E L
A K
E W
A T
E R M
A
IN
A
N D
F O
R T I
R W
IN
C A
L
IF
O R
N
IA
U .S
A R
M Y N
A T
IO
N A
L T
R A
IN
IN
G C
E N
T E
R
F O
R T I
R W
IN
350858
A P
V R
N D
A T
E D
E S
C R
IP
T
IO
N N
O
C
IV
IL
P L
A N A
N D P
R O
F
IL
E
05-C-A03
27+00 29+0028+00 30+0020+00 21+00 22+00 23+00 24+00 25+00 26+00
S C
H E
D U
L E A B
IC
Y C
L E L
A K
E W
A T
E R M
A
IN
1’=40’ HORIZ, 1"=10’ VERT
1’=40’
N
0 40 80
Scale In Feet
GROUND
EXISTING
T C
H L
IN
E S
E E D
W G
-C -A
M A
T C
H L
IN
E S
E E D
W G
-C -A
S T
A
T
O S
T A
M A
T C
H L
IN
E S
E E D
W G
-C -A
M A
T C
H L
IN
E S
E E D
W G
-C -A
C.L. ROAD
WATER MAIN
BICYCLE LAKE
18" UTW
DISTRIBUTION LINE
16" TW
WATER MAIN
BICYCLE LAKE
18" UTW
MATCH LINE - SEE RIGHT
M A
T C
H L
IN
E S
E E L
E F
T
STA 23+50.27
NORTH LOOP ROAD
N O
R T
H
L
O
A D
05-D-04
2320SEE , TYP
05-D-04
VALVE STATION
AIR VACUUM RELEASE
VALVE STATION
BLOWOFF
S T
A R B
R
IG
H T W
A Y
SEE
STATION
RELEASE VALVE
AIR / VACUUM
STA 24+50
SEE
STATIONS
BLOWOFF VALVE
STA 23+41
SEE
CROSSING
CHANNEL
DRAINAGE
05-D-03
CHANNEL
DRAINAGE
LINING. SEE DETAIL
RIP RAP CHANNEL
05-D-03
MARKER
LOCATION
05-D-05
SEE DETAIL
STA 23+50.27
LOCATION MARKER
D R
A
IN
A G
E C
H A
N N
E L
OF 16" TW WITH 18" UTW.
MATCH BOTTOM PIPE ELEVATIONS
PIPELINE SHOWN IN PROFILE IS18" UTW.
MIDPOINT BETWEEN THE TWO PIPES.
STATIONING IS ON ALIGNMENT
NOTE:
FOR SMOOTH CURVE, TYP
DEFLECT PIPE JOINTS
N
IE=2627.00
IE=2631.83 IE=2631.68
ROLLED DOWN
IE=2626.69
PROJ
DATE
D A
T E
N O
D S
G N
D R
R E
V
IS
IO
N
C H
K
A P
V D
B Y
A P
V D
SHEET
DWG
FILENAME: PLOT DATE: PLOT TIME:05-C-A03d_350858.dgn 3/13/2012 3:52:10 PM
C H
M H
IL
L
A
L L R
IG
H T S R
E S
E R
V E
D
1 2 3 4 5 6
A
B
C
D
N O
D E
S C
R
IP
T
IO
N D
A T
E N
A P
V R
1"0
C H
M H
IL
L A
N D I S N
O T T
O B
E U
S E
D
IN
W
H O
L E O
R I
N P
A R
T F
O R A
N Y O
T H
E R P
R O J E
C T W
IT
H
O U
T T
H E W
R
IT
T E
N A
U T
H O
R
IZ
A T
IO
N O
F C
H
M H
IL
L
T H
IS
D
O C
U M
E N
T
A N
D T
H E I
D E
A S A
N D D
E S
IG
N S I
N C
O R
P O
R A
T E
D H
E R
E
IN
A S A
N I
N S
T R
U M
E N
T O
F P
R O
F E
S S
IO
N A
L S
E R
V
IC
E
IS
T
H E P
R O
P E
R T
Y O
F
ORIGINAL DRAWING.
BAR IS ONE INCH ON
VERIFY SCALE
R E
U S
E O
F D
O C
U M
E N
T S c
PLAN
PROFILE
350858
F O
R T I
R W
IN
U .S
A R
M Y N
A T
IO
N A
L T
R A
IN
IN
G C
E N
T E
R
F O
R T I
R W
IN
C A
L
IF
O R
N
IA
B
IC
Y C
L E L
A K
E W
A T
E R M
A
IN
A
N D
W A
T E
R L
IN
E C
O N
N E
C T
IO
N S P
R O J E
C T W
SEPTEMBER 2009
RO
RO
RO
RO
RO
W
W
W
W
8" W
P
P
E
E
E
24+00 25+00 26+00
27+00
28+00
29+00
30+00
SEE GENERAL PIPING NOTE 5.
100’ RESTRAINED JOINTS
SEE GENERAL PIPING NOTE 5.
100’ RESTRAINED JOINTS
& 16" DI PC250 OR PVC DR18 TW
18" DI PC250 OR PVC DR18 UTW
& 16" DI PC250 TW
18" DI PC250 UTW
C
& 16" DI PC250 OR PVC DR18 TW
18" DI PC250 OR PVC DR18 UTW
& 16" DI PC250 OR PVC DR18 TW
18" DI PC250 OR PVC DR18 UTW
R O
W
18" CMP
E
N 12802932.68
E 1727801.42
20+00
21+00
22+00
23+00
E
E
B
IC
Y C
L E L
A K
E W
A T
E R M
A
IN
A
N D
F O
R T I
R W
IN
C A
L
IF
O R
N
IA
U .S
A R
M Y N
A T
IO
N A
L T
R A
IN
IN
G C
E N
T E
R
F O
R T I
R W
IN
350858
A P
V R
N D
A T
E D
E S
C R
IP
T
IO
N N
O
C
IV
IL
P L
A N A
N D P
R O
F
IL
E
05-C-A04
37+00 39+0038+00 40+0030+00 31+00 32+00 33+00 34+00 35+00 36+00
S C
H E
D U
L E A B
IC
Y C
L E L
A K
E W
A T
E R M
A
IN
PROFILE
1’=40’ HORIZ, 1"=10’ VERT
PLAN
1’=40’
N
0 40 80
Scale In Feet
GROUND
EXISTING
M A
T C
H L
IN
E S
E E D
W G
-C -A
M A
T C
H L
IN
E S
E E D
W G
-C -A
NORTH LOOP ROAD
S T
A
T
O S
T A
M A
T C
H L
IN
E S
E E D
W G
-C -A
M A
T C
H L
IN
E S
E E D
W G
-C -A
U
L L
Y
BRIDGE
D E
S E
R T K
IN
G D
R
C.L. ROAD
WATER MAIN
BICYCLE LAKE
18" UTW
DISTRIBUTION LINE
16" TW
LINNING. SEE DETAIL
RIP RAP CHANNEL
WATER MAIN
BICYCLE LAKE
18" UTW
05-D-04
2320SEE , TYP
(UTW & TW)
BFV W/ VALVE BOX
STA 35+35
VALVE STATIONS
BLOW-OFF
05-D-03
MARKER
LOCATION
COVER
4’ MIN
SEE DETAIL
STA 37+03
LOCATION MARKER
05-D-05
05-D-03
SEE
VALVE STATIONS
BLOW-OFF
STA 36+85
CHANNEL
DRAINAGE
SEE
CROSSING
DRAINAGE CHANNEL
OF 16" TW WITH 18" UTW.
MATCH BOTTOM PIPE ELEVATIONS
PIPELINE SHOWN IN PROFILE IS18" UTW.
MIDPOINT BETWEEN THE TWO PIPES.
STATIONING IS ON ALIGNMENT
NOTE:
FOR SMOOTH CURVE
DEFLECT PIPE JOINTS
TYP
(UTW & TW)
BFV W/ VALVE BOX
STA 35+35
IE=2625.4
IE=2619.51
IE=2618.04
IE=2623.93
PROJ
DATE
D A
T E
N O
D S
G N
D R
R E
V
IS
IO
N
C H
K
A P
V D
B Y
A P
V D
SHEET
DWG
FILENAME: PLOT DATE: PLOT TIME:05-C-A04d_350858.dgn 3/13/2012 3:54:09 PM
C H
M H
IL
L
A
L L R
IG
H T S R
E S
E R
V E
D
1 2 3 4 5 6
A
B
C
D
N O
D E
S C
R
IP
T
IO
N D
A T
E N
A P
V R
1"0
C H
M H
IL
L A
N D I S N
O T T
O B
E U
S E
D
IN
W
H O
L E O
R I
N P
A R
T F
O R A
N Y O
T H
E R P
R O J E
C T W
IT
H
O U
T T
H E W
R
IT
T E
N A
U T
H O
R
IZ
A T
IO
N O
F C
H
M H
IL
L
T H
IS
D
O C
U M
E N
T
A N
D T
H E I
D E
A S A
N D D
E S
IG
N S I
N C
O R
P O
R A
T E
D H
E R
E
IN
A S A
N I
N S
T R
U M
E N
T O
F P
R O
F E
S S
IO
N A
L S
E R
V
IC
E
IS
T
H E P
R O
P E
R T
Y O
F
ORIGINAL DRAWING.
BAR IS ONE INCH ON
VERIFY SCALE
R E
U S
E O
F D
O C
U M
E N
T S c
PLAN
PROFILE
350858
F O
R T I
R W
IN
U .S
A R
M Y N
A T
IO
N A
L T
R A
IN
IN
G C
E N
T E
R
F O
R T I
R W
IN
C A
L
IF
O R
N
IA
B
IC
Y C
L E L
A K
E W
A T
E R M
A
IN
A
N D
W A
T E
R L
IN
E C
O N
N E
C T
IO
N S P
R O J E
C T W
SEPTEMBER 2009
P
Utl Box E
E
E E
E
RO
RO
RO
RO
RO
W
W
W
W
8" W
30+00
31+00
32+00
33+00 34+00 35+00 36+00
37+00 38+00
39+00
40+00
P
IS
T A
.4
P
IS
T A
.6
P
IS
T A
.3
P
IS
T A
.4
P
IS
T A
.5
P
IS
T A
.5
P
IS
T A
.0
P
IS
T A
.6
P
IS
T A
.9
P
IS
T A
.0
P
IS
T A
.4
P
IS
T A
.5
P
IS
T A
.6
P
IS
T A
.6
P
IS
T A
.7
P
IS
T A
.1
P
IS
T A
.7
P
IS
T A
.5
P
IS
T A
.9
P
IS
T A
.9
SEE GENERAL PIPING NOTE 5.
120’ RESTRAINED JOINTS
SEE GENERAL PIPING NOTE 5.
240’ RESTRAINED JOINTS
& 16" DI PC250 TW
18" DI PC250 UTW
C
& 16" DI PC250 OR PVC DR18 TW
18" DI PC250 OR PVC DR18 UTW
B
IC
Y C
L E L
A K
E W
A T
E R M
A
IN
A
N D
F O
R T I
R W
IN
C A
L
IF
O R
N
IA
U .S
A R
M Y N
A T
IO
N A
L T
R A
IN
IN
G C
E N
T E
R
F O
R T I
R W
IN
350858
A P
V R
N D
A T
E D
E S
C R
IP
T
IO
N N
O
C
IV
IL
P L
A N A
N D P
R O
F
IL
E
05-C-A05
47+00 49+0048+00 50+0040+00 41+00 42+00 43+00 44+00 45+00 46+00
S C
H E
D U
L E A B
IC
Y C
L E L
A K
E W
A T
E R M
A
IN
1’=40’ HORIZ, 1"=10’ VERT
1’=40’
N
0 40 80
Scale In Feet
GROUND
EXISTING
P R
O X
M A
T C
H L
IN
E S
E E D
W G
-C -A
M A
T C
H L
IN
E S
E E D
W G
-C -A
NORTH LOOP ROAD
S T
A
T
O S
T A
M A
T C
H L
IN
E S
E E D
W G
-C -A
M A
T C
H L
IN
E S
E E D
W G
-C -A
C.L. ROAD
B L
U E B
E L L C
T
DISTRIBUTION LINE
16" TW
WATER MAIN
BICYCLE LAKE
18" UTW
WATER MAIN
BICYCLE LAKE
18" UTW
.5
COVER
3’ MIN
2320SEE , TYP
OF 16" TW WITH 18" UTW.
MATCH BOTTOM PIPE ELEVATIONS
PIPELINE SHOWN IN PROFILE IS18" UTW.
MIDPOINT BETWEEN THE TWO PIPES.
STATIONING IS ON ALIGNMENT
NOTE:
FOR SMOOTH CURVE
DEFLECT PIPE JOINTS
3’ MIN COVER
FINISH GRADE
DATE
D A
T E
N O
D S
G N
D R
R E
V
IS
IO
N
C H
K
A P
V D
B Y
A P
V D
SHEET
DWG
FILENAME: PLOT DATE: PLOT TIME:05-C-A05d_350858.dgn 3/13/2012 4:02:08 PM
C H
M H
IL
L
A
L L R
IG
H T S R
E S
E R
V E
D
1 2 3 4 5 6
A
B
C
D
N O
D E
S C
R
IP
T
IO
N D
A T
E N
A P
V R
1"0
C H
M H
IL
L A
N D I S N
O T T
O B
E U
S E
D
IN
W
H O
L E O
R I
N P
A R
T F
O R A
N Y O
T H
E R P
R O J E
C T W
IT
H
O U
T T
H E W
R
IT
T E
N A
U T
H O
R
IZ
A T
IO
N O
F C
H
M H
IL
L
T H
IS
D
O C
U M
E N
T
A N
D T
H E I
D E
A S A
N D D
E S
IG
N S I
N C
O R
P O
R A
T E
D H
E R
E
IN
A S A
N I
N S
T R
U M
E N
T O
F P
R O
F E
S S
IO
N A
L S
E R
V
IC
E
IS
T
H E P
R O
P E
R T
Y O
F
ORIGINAL DRAWING.
BAR IS ONE INCH ON
VERIFY SCALE
R E
U S
E O
F D
O C
U M
E N
T S c
PLAN
PROFILE
350858
F O
R T I
R W
IN
U .S
A R
M Y N
A T
IO
N A
L T
R A
IN
IN
G C
E N
T E
R
F O
R T I
R W
IN
C A
L
IF
O R
N
IA
B
IC
Y C
L E L
A K
E W
A T
E R M
A
IN
A
N D
W A
T E
R L
IN
E C
O N
N E
C T
IO
N S P
R O J E
C T W
SEPTEMBER 2009
Utl B ox
J- B ox
TV
J- B ox
TV
E
E
E
E
E
E
E E
+00
41+
42+00
43+00
44+00
45+00
46+00 47+00
48+00 49+00 50+00
P
IS
T A
.9
P
IS
T A
.4
P
IS
T A
1+ .0
P
IS
T A
1+ .4
P
IS
T A
.8
P
IS
T A
.8
P
IS
T A
.0
P
IS
T A
.7
P
IS
T A
.3
P
IS
T A
.3
P
IS
T A
.2
P
IS
T A
.8
P
IS
T A
.9
P
IS
T A
.3
P
IS
T A
.2
& 16" DI PC250 OR PVC DR18 TW
18" DI PC250 OR PVC DR18 UTW
B
IC
Y C
L E L
A K
E W
A T
E R M
A
IN
A
N D
F O
R T I
R W
IN
C A
L
IF
O R
N
IA
U .S
A R
M Y N
A T
IO
N A
L T
R A
IN
IN
G C
E N
T E
R
F O
R T I
R W
IN
350858
A P
V R
N D
A T
E D
E S
C R
IP
T
IO
N N
O
C
IV
IL
P L
A N A
N D P
R O
F
IL
E
05-C-A06
57+00 59+0058+00 60+0050+00 51+00 52+00 53+00 54+00 55+00 56+00
S C
H E
D U
L E A B
IC
Y C
L E L
A K
E W
A T
E R M
A
IN
1’=40’ HORIZ, 1"=10’ VERT
1’=40’
N
0 40 80
Scale In Feet
C.L. ROAD
A
T C
H L
IN
E S
E E D
W G
-C -A
M A
T C
H L
IN
E S
E E D
W G
-C -A
NORTH LOOP ROAD
S T
A
T
O S
T A
M A
T C
H L
IN
E S
E E D
W G
-C -A
M A
T C
H L
IN
E S
E E D
W G
-C -A
S A
L O
R A
IN
H
IL
L S D
R
G O
L D N
U G
G E
T D
COVER
3’ MIN
.5
WATER MAIN
BICYCLE LAKE
18" UTW
DISTRIBUTION LINE
16" TW
HYDRANT
WATER MAIN
BICYCLE LAKE
18" UTW
SEE
RELEASE VALVES
AIR/ VACUUM
STA 52+47
05-D-04
05-D-04
VALVE STATIONS
AIR / VACUUM RELEASE
2320SEE , TYP
05-D-03
SEE
VALVE STATIONS
BLOW-OFF
STA 55+30
VALVE STATIONS
BLOW-OFF
(TW)
VALVE BOX
BFV W/
SYSTEM (TW)
TO DISTRIBUTION
STUBOUT & TIE-IN
STA 58+80
SYSTEM. SEE
TIE-IN TO DISTRIBUTION
8" STUBOUT &
STA 58+80
SEE
STA 55+30
LOCATION MARKERS
05-D-05
OF 16" TW WITH 18" UTW.
MATCH BOTTOM PIPE ELEVATIONS
PIPELINE SHOWN IN PROFILE IS18" UTW.
MIDPOINT BETWEEN THE TWO PIPES.
STATIONING IS ON ALIGNMENT
NOTE:
DR18 TW
16" DI PC250 OR
PVC DR18 UTW
18" DI PC250 OR
(16" TW ONLY)(16" TW ONLY)
LOCATION MARKER
FINISH GRADE
GRADE AREAS (TYP)
REDUCED FINISH
3:1 CUT SLOPE AT
GRADE AREAS (TYP)
REDUCED FINISH
3:1 CUT SLOPE AT
BOX (TW)
VALVE
BFV W/
IE=2659.50
IE=2654.15
PROJ
DATE
D A
T E
N O
D S
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D R
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V
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C H
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A P
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B Y
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SHEET
DWG
FILENAME: PLOT DATE: PLOT TIME:05-C-A06d_350858.dgn 3/13/2012 4:04:27 PM
C H
M H
IL
L
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L L R
IG
H T S R
E S
E R
V E
D
1 2 3 4 5 6
A
B
C
D
N O
D E
S C
R
IP
T
IO
N D
A T
E N
A P
V R
1"0
C H
M H
IL
L A
N D I S N
O T T
O B
E U
S E
D
IN
W
H O
L E O
R I
N P
A R
T F
O R A
N Y O
T H
E R P
R O J E
C T W
IT
H
O U
T T
H E W
R
IT
T E
N A
U T
H O
R
IZ
A T
IO
N O
F C
H
M H
IL
L
T H
IS
D
O C
U M
E N
T
A N
D T
H E I
D E
A S A
N D D
E S
IG
N S I
N C
O R
P O
R A
T E
D H
E R
E
IN
A S A
N I
N S
T R
U M
E N
T O
F P
R O
F E
S S
IO
N A
L S
E R
V
IC
E
IS
T
H E P
R O
P E
R T
Y O
F
ORIGINAL DRAWING.
BAR IS ONE INCH ON
VERIFY SCALE
R E
U S
E O
F D
O C
U M
E N
T S c
PLAN
PROFILE
350858
F O
R T I
R W
IN
U .S
A R
M Y N
A T
IO
N A
L T
R A
IN
IN
G C
E N
T E
R
F O
R T I
R W
IN
C A
L
IF
O R
N
IA
B
IC
Y C
L E L
A K
E W
A T
E R M
A
IN
A
N D
W A
T E
R L
IN
E C
O N
N E
C T
IO
N S P
R O J E
C T W
SEPTEMBER 2009
R O
RO
RO RO
R O
RO
W
W
W
W
W
8" W
S
J- B ox
TV
J- B ox
TV
J- B ox
Elec
Box
Utl
Box
Utl
S D
E E
E E
E E
Box
Utl
EE
E E
R O
RO
RO RO
R O
RO
W
W
W
W
W
8" W
50+00 51+00 52+00 53+00 54+00 55+00 56+00 57+00 58+00 59+00 60+00
SEE GENERAL PIPING NOTE 5.
100’ RESTRAINED JOINTS
SEE GENERAL PIPING NOTE 5.
100’ RESTRAINED JOINTS
& 16" DI PC250 OR PVC DR18 TW
18" DI PC250 OR PVC DR18 UTW
C
& 16" DI PC250 TW
26652665
2665 2665
B
IC
Y C
L E L
A K
E W
A T
E R M
A
IN
A
N D
F O
R T I
R W
IN
C A
L
IF
O R
N
IA
U .S
A R
M Y N
A T
IO
N A
L T
R A
IN
IN
G C
E N
T E
R
F O
R T I
R W
IN
350858
A P
V R
N D
A T
E D
E S
C R
IP
T
IO
N N
O
C
IV
IL
P L
A N A
N D P
R O
F
IL
E
05-C-A07
67+00 69+0068+00 70+0060+00 61+00 62+00 63+00 64+00 65+00 66+00
S C
H E
D U
L E A B
IC
Y C
L E L
A K
E W
A T
E R M
A
IN
1’=40’ HORIZ, 1"=10’ VERT
1’=40’
N
0 40 80
Scale In Feet
GROUND
EXISTING
A
T C
H L
IN
E S
E E D
W G
-C -A
M A
T C
H L
IN
E S
E E D
W G
-C -A
NORTH LOOP ROAD
S T
A
T
O S
T A
M A
T C
H L
IN
E S
E E D
W G
-C -A
M A
T C
H L
IN
E S
E E D
W G
-C -A
S
IL
V E
R M
IN
E W
Y
WATER MAIN
BICYCLE LAKE
18" UTW
.5 T
Y P
WATER MAIN
BICYCLE LAKE
18" UTW
05-D-04
2320SEE , TYP
SEE
VALVE STATIONS
AIR / VACUUM RELEASE
STA 65+50
STATIONS
RELEASE VALVE
AIR / VACUUM
DISTRIBUTION LINE
16" TW
WATER MAIN
BICYCLELAKE
16" TW
OTHERWISE SHOWN.
OF 16" TW WITH 18" UTW. UNLESS
MATCH BOTTOM PIPE ELEVATIONS
PIPELINE SHOWN IN PROFILE IS18" UTW.
MIDPOINT BETWEEN THE TWO PIPES.
STATIONING IS ON ALIGNMENT
NOTE:
IE=2664.40
PROJ
DATE
D A
T E
N O
D S
G N
D R
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V
IS
IO
N
C H
K
A P
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SHEET
DWG
FILENAME: PLOT DATE: PLOT TIME:05-C-A07d_350858.dgn 3/13/2012 4:07:06 PM
C H
M H
IL
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A
L L R
IG
H T S R
E S
E R
V E
D
1 2 3 4 5 6
A
B
C
D
N O
D E
S C
R
IP
T
IO
N D
A T
E N
A P
V R
1"0
C H
M H
IL
L A
N D I S N
O T T
O B
E U
S E
D
IN
W
H O
L E O
R I
N P
A R
T F
O R A
N Y O
T H
E R P
R O J E
C T W
IT
H
O U
T T
H E W
R
IT
T E
N A
U T
H O
R
IZ
A T
IO
N O
F C
H
M H
IL
L
T H
IS
D
O C
U M
E N
T
A N
D T
H E I
D E
A S A
N D D
E S
IG
N S I
N C
O R
P O
R A
T E
D H
E R
E
IN
A S A
N I
N S
T R
U M
E N
T O
F P
R O
F E
S S
IO
N A
L S
E R
V
IC
E
IS
T
H E P
R O
P E
R T
Y O
F
ORIGINAL DRAWING.
BAR IS ONE INCH ON
VERIFY SCALE
R E
U S
E O
F D
O C
U M
E N
T S c
PLAN
PROFILE
350858
F O
R T I
R W
IN
U .S
A R
M Y N
A T
IO
N A
L T
R A
IN
IN
G C
E N
T E
R
F O
R T I
R W
IN
C A
L
IF
O R
N
IA
B
IC
Y C
L E L
A K
E W
A T
E R M
A
IN
A
N D
W A
T E
R L
IN
E C
O N
N E
C T
IO
N S P
R O J E
C T W
SEPTEMBER 2009
RO RO RO
R O
RO RO RO RO RO RO
WW
W
WWW
W
WW
8" W
" W
Box
Utl
Box
Utl
Box
Utl
E E
E
60+00 61+00 62+00 63+00 64+00 65+00 66+00 67+00 68+00 69+00 70+00
SEE GENERAL PIPING NOTE 5.
119’ RESTRAINED JOINTS
& 16" DI PC250 OR PVC DR18 TW
18" DI PC250 UTW
(18" UTW ONLY)
C
B
IC
Y C
L E L
A K
E W
A T
E R M
A
IN
A
N D
F O
R T I
R W
IN
C A
L
IF
O R
N
IA
U .S
A R
M Y N
A T
IO
N A
L T
R A
IN
IN
G C
E N
T E
R
F O
R T I
R W
IN
350858
A P
V R
N D
A T
E D
E S
C R
IP
T
IO
N N
O
C
IV
IL
P L
A N A
N D P
R O
F
IL
E
05-C-A08
77+00 79+0078+00 80+0070+00 71+00 72+00 73+00 74+00 75+00 76+00
S C
H E
D U
L E A B
IC
Y C
L E L
A K
E W
A T
E R M
A
IN
1’=40’ HORIZ, 1"=10’ VERT
1’=40’
N
0 40 80
Scale In Feet
GROUND
EXISTING
A
T C
H L
IN
E S
E E D
W G
-C -A
M A
T C
H L
IN
E S
E E D
W G
-C -A
M A
T C
H L
IN
E S
E E D
W G
-C -A
NORTH LOOP ROAD
S T
A
T
O S
T A
M A
T C
H L
IN
E S
E E D
W G
-C -A
L
NH
O R
N
B
IG
DISTRIBUTION LINE
16" TW
WATER MAIN
BICYCLE LAKE
18" UTW
WATER MAIN
BICYCLE LAKE
18" UTW
T
Y P
2320SEE , TYP
(UTW)
BFV & VALVE BOX
STA 70+50
SEE
VALVE STATION
AIR / VACUUM RELEASE
STA 70+60
STA 73+62
05-D-03
05-D-02
BOX (UTW)
BFV & VALVE
TEST STATION
SYSTEM
TO DISTRIBUTION
STUBOUT & TIE-IN
BOX (TW)
BFV & VALVE
SEE
STA 72+00
LOCATION MARKER
05-D-05
05-D-05
SEE DETAIL
STA 73+62
TEST STATION
OF 16" TW WITH 18" UTW.
MATCH BOTTOM PIPE ELEVATIONS
PIPELINE SHOWN IN PROFILE IS18" UTW.
MIDPOINT BETWEEN THE TWO PIPES.
STATIONING IS ON ALIGNMENT
NOTE:
FOR SMOOTH CURVE
DEFLECT PIPE JOINTS
BOX (TW)
BFV W/ VALVE
DWG 05-C-A09
SEE NOTE 1. ON
CONC BACKFILL.
SEE CONNECTION DETAIL
TIE IN TO HEAT SINK RESERVOIR.
8" STUB OUTS FOR FUTURE
SYSTEM. SEE
TIE-IN TO DISTRIBUTION
8" STUBOUT AND
STA 79+86
UNDER UTW STUBOUTS,
LOWER TO PASS
(TW), INSTALL TW
4’ MIN COVER
IN TO HEAT SINK RESERVOIR
8" STUB OUTS FOR FUTURE TIE
DISTRIBUTION SYSTEM
CONNECTION W/ EXST
APPROX 260’ TO
EXTEND 8" STUBOUT
WATER MAIN
BICYCLE LAKE
16" TW
VALVE STATION
AIR / VACUUM RELEASE
VALVE STATION
SEE
VALVE STATION
AIR / VACUUM RELEASE
STA 70+60
05-D-04
PROJ
DATE
D A
T E
N O
D S
G N
D R
R E
V
IS
IO
N
C H
K
A P
V D
B Y
A P
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SHEET
DWG
FILENAME: PLOT DATE: PLOT TIME:05-C-A08d_350858.dgn 3/13/2012 4:09:11 PM
C H
M H
IL
L
A
L L R
IG
H T S R
E S
E R
V E
D
1 2 3 4 5 6
A
B
C
D
N O
D E
S C
R
IP
T
IO
N D
A T
E N
A P
V R
1"0
C H
M H
IL
L A
N D I S N
O T T
O B
E U
S E
D
IN
W
H O
L E O
R I
N P
A R
T F
O R A
N Y O
T H
E R P
R O J E
C T W
IT
H
O U
T T
H E W
R
IT
T E
N A
U T
H O
R
IZ
A T
IO
N O
F C
H
M H
IL
L
T H
IS
D
O C
U M
E N
T
A N
D T
H E I
D E
A S A
N D D
E S
IG
N S I
N C
O R
P O
R A
T E
D H
E R
E
IN
A S A
N I
N S
T R
U M
E N
T O
F P
R O
F E
S S
IO
N A
L S
E R
V
IC
E
IS
T
H E P
R O
P E
R T
Y O
F
ORIGINAL DRAWING.
BAR IS ONE INCH ON
VERIFY SCALE
R E
U S
E O
F D
O C
U M
E N
T S c
PLAN
PROFILE
350858
F O
R T I
R W
IN
U .S
A R
M Y N
A T
IO
N A
L T
R A
IN
IN
G C
E N
T E
R
F O
R T I
R W
IN
C A
L
IF
O R
N
IA
B
IC
Y C
L E L
A K
E W
A T
E R M
A
IN
A
N D
W A
T E
R L
IN
E C
O N
N E
C T
IO
N S P
R O J E
C T W
SEPTEMBER 2009
Box
Utl
Box
Utl
S D
E E
E
E
RO
R O
W
" W
70+00 71+00 72+00 73+00 74+00
75+00
76+00
77+00
78+00
79+00
80+00
SEE GENERAL PIPING NOTE 5.
36’ RESTRAINED JOINTS
SEE GENERAL PIPING NOTE 5.
119’ RESTRAINED JOINTS
SEE GENERAL PIPING NOTE 5.
119’ RESTRAINED JOINTS
& 16" DI PC250 OR PVC DR18 TW
18" DI PC250 OR PVC DR18 UTW
& 16" DI PC250 TW
18" DI PC250 UTW
(18" UTW ONLY)
& 16" DI PC250 OR PVC DR18 TW
18" DI PC250 UTW
& 16" DI PC250 OR PVC DR18 TW
18" DI PC250 OR PVC DR18 UTW
C
& 16" DI PC250 TW
(16" TW ONLY)
N 1280675
B
IC
Y C
L E L
A K
E W
A T
E R M
A
IN
A
N D
F O
R T I
R W
IN
C A
L
IF
O R
N
IA
U .S
A R
M Y N
A T
IO
N A
L T
R A
IN
IN
G C
E N
T E
R
F O
R T I
R W
IN
350858
A P
V R
N D
A T
E D
E S
C R
IP
T
IO
N N
O
C
IV
IL
P L
A N A
N D P
R O
F
IL
E
05-C-A09
87+00 89+0088+00 90+0080+00 81+00 82+00 83+00 84+00 85+00 86+00
S C
H E
D U
L E A B
IC
Y C
L E L
A K
E W
A T
E R M
A
IN
1’=40’ HORIZ, 1"=10’ VERT
1’=40’
N
0 40 80
Scale In Feet
GROUND
EXISTING
A
T C
H L
IN
E S
E E D
W G
-C -A
M A
T C
H L
IN
E S
E E D
W G
-C -A
M A
T C
H L
IN
E S
E E D
W G
-C -A
M A
T C
H L
IN
E S
E E D
W G
-C -A
NORTH LOOP R
OAD
S T
A
T
O S
T A
T
H
S
T R
E E
T
L N
H O
R N
B
IG
DISTRIBUTION LINE
16" TW
WATER MAIN
BICYCLE LAKE
18" UTW
WATER MAIN
BICYCLE LAKE
18" UTW
T
Y P
2320SEE , TYP
GRADE.
ABOVE CONC TO EXISTING
PIPE INVERT, EARTH BACKFILL
3" BELOW ADJACENT DRAIN
TOP OF PIPE ZONE TO
CONCRETE BACKFILL FROM
NOTE 1:
BELOW
IN PROFILE
SEE NOTE 1
OF 16" TW WITH 18" UTW.
MATCH BOTTOM PIPE ELEVATIONS
PIPELINE SHOWN IN PROFILE IS18" UTW.
MIDPOINT BETWEEN THE TWO PIPES.
STATIONING IS ON ALIGNMENT
NOTE:
FOR SMOOTH CURVE
DEFLECT PIPE JOINTS
VALVE STATION
AIR / VACUUM RELEASE
SEE
VALVE STATION
AIR / VACUUM RELEASE
STA 89+10
05-D-04
SEE
VALVE STATION
AIR / VACUUM RELEASE
STA 83+00
05-D-04
VALVE STATION
AIR / VACUUM RELEASE
PROJ
DATE
D A
T E
N O
D S
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D R
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V
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N
C H
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A P
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B Y
A P
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SHEET
DWG
FILENAME: PLOT DATE: PLOT TIME:05-C-A09d_350858.dgn 3/13/2012 4:12:25 PM
C H
M H
IL
L
A
L L R
IG
H T S R
E S
E R
V E
D
1 2 3 4 5 6
A
B
C
D
N O
D E
S C
R
IP
T
IO
N D
A T
E N
A P
V R
1"0
C H
M H
IL
L A
N D I S N
O T T
O B
E U
S E
D
IN
W
H O
L E O
R I
N P
A R
T F
O R A
N Y O
T H
E R P
R O J E
C T W
IT
H
O U
T T
H E W
R
IT
T E
N A
U T
H O
R
IZ
A T
IO
N O
F C
H
M H
IL
L
T H
IS
D
O C
U M
E N
T
A N
D T
H E I
D E
A S A
N D D
E S
IG
N S I
N C
O R
P O
R A
T E
D H
E R
E
IN
A S A
N I
N S
T R
U M
E N
T O
F P
R O
F E
S S
IO
N A
L S
E R
V
IC
E
IS
T
H E P
R O
P E
R T
Y O
F
ORIGINAL DRAWING.
BAR IS ONE INCH ON
VERIFY SCALE
R E
U S
E O
F D
O C
U M
E N
T S c
PLAN
PROFILE
350858
F O
R T I
R W
IN
U .S
A R
M Y N
A T
IO
N A
L T
R A
IN
IN
G C
E N
T E
R
F O
R T I
R W
IN
C A
L
IF
O R
N
IA
B
IC
Y C
L E L
A K
E W
A T
E R M
A
IN
A
N D
W A
T E
R L
IN
E C
O N
N E
C T
IO
N S P
R O J E
C T W
SEPTEMBER 2009
SD
E
E
+0
81+
82+00
83+00
84+00
85+00 86+00
87+00 88+00 89+00 90+00
SEE GENERAL PIPING NOTE 5.
119’ RESTRAINED JOINTS
& 16" DI PC250 OR PVC DR18 TW
18" DI PC250 OR PVC DR18 UTW
C
A
& 16" DI PC250 TW
18" DI PC250 OR PVC DR18 UTW
(16" TW ONLY)
B
IC
Y C
L E L
A K
E W
A T
E R M
A
IN
A
N D
F O
R T I
R W
IN
C A
L
IF
O R
N
IA
U .S
A R
M Y N
A T
IO
N A
L T
R A
IN
IN
G C
E N
T E
R
F O
R T I
R W
IN
350858
A P
V R
N D
A T
E D
E S
C R
IP
T
IO
N N
O
C
IV
IL
P L
A N A
N D P
R O
F
IL
E
05-C-A10
97+00 99+0098+00 100+0090+00 91+00 92+00 93+00 94+00 95+00 96+00
S C
H E
D U
L E A B
IC
Y C
L E L
A K
E W
A T
E R M
A
IN
PROFILE
1’=40’ HORIZ, 1"=10’ VERT
PLAN
1’=40’
N
0 40 80
Scale In Feet
GROUND
EXISTING
C.L. ROAD
M A
T C
H L
IN
E S
E E D
W G
-C -A
M A
T C
H L
IN
E S
E E D
W G
-C -A
M A
T C
H L
IN
E S
E E D
W G
-C -A
M A
T C
H L
IN
E S
E E D
W G
-C -A
NORTH LOOP ROAD
S T
A
T
O S
T A
C O
T T
O N
T
A
IL
L
N
WATER MAIN
BICYCLE LAKE
18" UTW
T
Y P
DISTRIBUTION LINE
16" TW
WATER MAIN
BICYCLE LAKE
18" UTW
2320SEE , TYP
SEE
STA 94+00
LOCATION MARKER
05-D-05
OF 16" TW WITH 18" UTW.
MATCH BOTTOM PIPE ELEVATIONS
PIPELINE SHOWN IN PROFILE IS18" UTW.
MIDPOINT BETWEEN THE TWO PIPES.
STATIONING IS ON ALIGNMENT
NOTE:
VALVE STATION
AIR / VACUUM RELEASE
COVER
4’ MIN
SEE
VALVE STATION
AIR / VACUUM RELEASE
STA 93+60
05-D-04
SEE
VALVE STATION
AIR / VACUUM RELEASE
STA 97+60
05-D-04
COVER
3’ MIN
PROJ
DATE
D A
T E
N O
D S
G N
D R
R E
V
IS
IO
N
C H
K
A P
V D
B Y
A P
V D
SHEET
DWG
FILENAME: PLOT DATE: PLOT TIME:05-C-A10d_350858.dgn 3/13/2012 4:14:30 PM
C H
M H
IL
L
A
L L R
IG
H T S R
E S
E R
V E
D
1 2 3 4 5 6
A
B
C
D
N O
D E
S C
R
IP
T
IO
N D
A T
E N
A P
V R
1"0
C H
M H
IL
L A
N D I S N
O T T
O B
E U
S E
D
IN
W
H O
L E O
R I
N P
A R
T F
O R A
N Y O
T H
E R P
R O J E
C T W
IT
H
O U
T T
H E W
R
IT
T E
N A
U T
H O
R
IZ
A T
IO
N O
F C
H
M H
IL
L
T H
IS
D
O C
U M
E N
T
A N
D T
H E I
D E
A S A
N D D
E S
IG
N S I
N C
O R
P O
R A
T E
D H
E R
E
IN
A S A
N I
N S
T R
U M
E N
T O
F P
R O
F E
S S
IO
N A
L S
E R
V
IC
E
IS
T
H E P
R O
P E
R T
Y O
F
ORIGINAL DRAWING.
BAR IS ONE INCH ON
VERIFY SCALE
R E
U S
E O
F D
O C
U M
E N
T S c
PLAN
PROFILE
350858
F O
R T I
R W
IN
U .S
A R
M Y N
A T
IO
N A
L T
R A
IN
IN
G C
E N
T E
R
F O
R T I
R W
IN
C A
L
IF
O R
N
IA
B
IC
Y C
L E L
A K
E W
A T
E R M
A
IN
A
N D
W A
T E
R L
IN
E C
O N
N E
C T
IO
N S P
R O J E
C T W
SEPTEMBER 2009
Invert: 25
88.0 ft
Rim: 2594.3 ft
N03W01D06
E
E
90+00 91+00 92+00 93+00 94+00 95+00 96+00 97+00 98+00 99+00 100+00
& 16" DI PC250 OR PVC DR18 TW
18" DI PC250 OR PVC DR18 UTW
Y C
L E L
A K
E W
A T
E R M
A
IN
A
N D
F O
R T I
R W
IN
C A
L
IF
O R
N
IA
U .S
A R
M Y N
A T
IO
N A
L T
R A
IN
IN
G C
E N
T E
R
F O
R T I
R W
IN
350858
A P
V R
N D
A T
E D
E S
C R
IP
T
IO
N N
O
C
IV
IL
P L
A N A
N D P
R O
F
IL
E
05-C-A11
107+00 109+00108+00 110+00100+00 101+00 102+00 103+00 104+00 105+00 106+00
S C
H E
D U
L E A B
IC
Y C
L E L
A K
E W
A T
E R M
A
IN
1’=40’ HORIZ, 1"=10’ VERT
1’=40’
N
0 40 80
Scale In Feet
GROUND
EXISTING
COVER
3’ MIN
C.L. ROAD
M A
T C
H L
IN
E S
E E D
W G
-C -A
M A
T C
H L
IN
E S
E E D
W G
-C -A
M A
T C
H L
IN
E S
E E D
W G
-C -A
M A
T C
H L
IN
E S
E E D
W G
-C -A
NORTH LOOP ROAD
S T
A
T
O S
T A
B U
R R
O
L
A N
E
WATER MAIN
BICYCLE LAKE
18" UTW
DISTRIBUTION LINE
16" TW
T
Y P
(UTW & TW)
BFV & VALVE BOX
STA 107+60
WATER MAIN
BICYCLE LAKE
18" UTW
(UTW & TW)
BFV & VALVE BOX
STA 107+60
2320SEE , TYP
05-D-04
05-D-04
VALVE STATION
BLOW-OFF
VALVE STATION
AIR / VACUUM RELEASE
SEE
VALVE STATIONS
BLOW-OFF
STA 107+44
SEE
STATIONS
RELEASE VALVE
AIR / VACUUM
STA 107+62
SEE
STA 107+44
LOCATION MARKER
05-D-05
COVER
3’ MIN
OF 16" TW WITH 18" UTW.
MATCH BOTTOM PIPE ELEVATIONS
PIPELINE SHOWN IN PROFILE IS18" UTW.
MIDPOINT BETWEEN THE TWO PIPES.
STATIONING IS ON ALIGNMENT
NOTE:
05-D-04
SEE
VALVE STATION
AIR / VACUUM RELEASE
STA 102+60
PROJ
DATE
D A
T E
N O
D S
G N
D R
R E
V
IS
IO
N
C H
K
A P
V D
B Y
A P
V D
SHEET
DWG
FILENAME: PLOT DATE: PLOT TIME:05-C-A11d_350858.dgn 3/13/2012 4:18:03 PM
C H
M H
IL
L
A
L L R
IG
H T S R
E S
E R
V E
D
1 2 3 4 5 6
A
B
C
D
N O
D E
S C
R
IP
T
IO
N D
A T
E N
A P
V R
1"0
C H
M H
IL
L A
N D I S N
O T T
O B
E U
S E
D
IN
W
H O
L E O
R I
N P
A R
T F
O R A
N Y O
T H
E R P
R O J E
C T W
IT
H
O U
T T
H E W
R
IT
T E
N A
U T
H O
R
IZ
A T
IO
N O
F C
H
M H
IL
L
T H
IS
D
O C
U M
E N
T
A N
D T
H E I
D E
A S A
N D D
E S
IG
N S I
N C
O R
P O
R A
T E
D H
E R
E
IN
A S A
N I
N S
T R
U M
E N
T O
F P
R O
F E
S S
IO
N A
L S
E R
V
IC
E
IS
T
H E P
R O
P E
R T
Y O
F
ORIGINAL DRAWING.
BAR IS ONE INCH ON
VERIFY SCALE
R E
U S
E O
F D
O C
U M
E N
T S c
PLAN
PROFILE
350858
F O
R T I
R W
IN
U .S
A R
M Y N
A T
IO
N A
L T
R A
IN
IN
G C
E N
T E
R
F O
R T I
R W
IN
C A
L
IF
O R
N
IA
B
IC
Y C
L E L
A K
E W
A T
E R M
A
IN
A
N D
W A
T E
R L
IN
E C
O N
N E
C T
IO
N S P
R O J E
C T W
SEPTEMBER 2009
E
100+00 101+00 102+00 103+00 104+00 105+00 106+00 107+00 108+00 109+00 110+00
SEE GENERAL PIPING NOTE 5.
140’ RESTRAINED JOINTS
SEE GENERAL PIPING NOTE 5.
140’ RESTRAINED JOINTS
& 16" DI PC250 TW
18" DI PC250 UTW
& 16" DI PC250 OR PVC DR18 TW
18" DI PC250 OR PVC DR18 UTW
C
B
IC
Y C
L E L
A K
E W
A T
E R M
A
IN
A
N D
F O
R T I
R W
IN
C A
L
IF
O R
N
IA
U .S
A R
M Y N
A T
IO
N A
L T
R A
IN
IN
G C
E N
T E
R
F O
R T I
R W
IN
350858
A P
V R
N D
A T
E D
E S
C R
IP
T
IO
N N
O
C
IV
IL
P L
A N A
N D P
R O
F
IL
E
05-C-A12
117+00 119+00118+00 120+00110+00 111+00 112+00 113+00 114+00 115+00 116+00
S C
H E
D U
L E A B
IC
Y C
L E L
A K
E W
A T
E R M
A
IN
1’=40’ HORIZ, 1"=10’ VERT
1’=40’
N
0 40 80
Scale In Feet
GROUND
EXISTING
A
T C
H L
IN
E S
E E D
W G
-C -A
M A
T C
H L
IN
E S
E E D
W G
-C -A
M A
T C
H L
IN
E S
E E D
W G
-C -A
M A
T C
H L
IN
E S
E E D
W G
-C -A
NORTH LOOP ROAD
S T
A
T
O S
T A
WATER MAIN
BICYCLE LAKE
18" UTW
T
Y P
WATER MAIN
BICYCLE LAKE
18" UTW
2320SEE , TYP
DISTRIBUTION LINE
16" TW
OF 16" TW WITH 18" UTW.
MATCH BOTTOM PIPE ELEVATIONS
PIPELINE SHOWN IN PROFILE IS18" UTW.
MIDPOINT BETWEEN THE TWO PIPES.
STATIONING IS ON ALIGNMENT
NOTE:
SEE
VALVE STATION
AIR / VACUUM RELEASE
STA 114+00
PROJ
DATE
D A
T E
N O
D S
G N
D R
R E
V
IS
IO
N
C H
K
A P
V D
B Y
A P
V D
SHEET
DWG
FILENAME: PLOT DATE: PLOT TIME:05-C-A12d_350858.dgn 3/13/2012 4:23:49 PM
C H
M H
IL
L
A
L L R
IG
H T S R
E S
E R
V E
D
1 2 3 4 5 6
A
B
C
D
N O
D E
S C
R
IP
T
IO
N D
A T
E N
A P
V R
1"0
C H
M H
IL
L A
N D I S N
O T T
O B
E U
S E
D
IN
W
H O
L E O
R I
N P
A R
T F
O R A
N Y O
T H
E R P
R O J E
C T W
IT
H
O U
T T
H E W
R
IT
T E
N A
U T
H O
R
IZ
A T
IO
N O
F C
H
M H
IL
L
T H
IS
D
O C
U M
E N
T
A N
D T
H E I
D E
A S A
N D D
E S
IG
N S I
N C
O R
P O
R A
T E
D H
E R
E
IN
A S A
N I
N S
T R
U M
E N
T O
F P
R O
F E
S S
IO
N A
L S
E R
V
IC
E
IS
T
H E P
R O
P E
R T
Y O
F
ORIGINAL DRAWING.
BAR IS ONE INCH ON
VERIFY SCALE
R E
U S
E O
F D
O C
U M
E N
T S c
PLAN
PROFILE
350858
F O
R T I
R W
IN
U .S
A R
M Y N
A T
IO
N A
L T
R A
IN
IN
G C
E N
T E
R
F O
R T I
R W
IN
C A
L
IF
O R
N
IA
B
IC
Y C
L E L
A K
E W
A T
E R M
A
IN
A
N D
W A
T E
R L
IN
E C
O N
N E
C T
IO
N S P
R O J E
C T W
SEPTEMBER 2009
110+00 111+00 112+00 113+00 114+00 115+00 116+00 117+00 118+00 119+00 120+00
& 16" DI PC250 OR PVC DR18 TW
18" DI PC250 OR PVC DR18 UTW
B
IC
Y C
L E L
A K
E W
A T
E R M
A
IN
A
N D
F O
R T I
R W
IN
C A
L
IF
O R
N
IA
U .S
A R
M Y N
A T
IO
N A
L T
R A
IN
IN
G C
E N
T E
R
F O
R T I
R W
IN
350858
A P
V R
N D
A T
E D
E S
C R
IP
T
IO
N N
O
C
IV
IL
P L
A N A
N D P
R O
F
IL
E
05-C-A13
127+00 129+00128+00 130+00120+00 121+00 122+00 123+00 124+00 125+00 126+00
S C
H E
D U
L E A B
IC
Y C
L E L
A K
E W
A T
E R M
A
IN
1’=40’ HORIZ, 1"=10’ VERT
1’=40’
N
0 40 80
Scale In Feet
GROUND
EXISTING
COVER
3’ MIN
M A
T C
H L
IN
E S
E E D
W G
-C -A
M A
T C
H L
IN
E S
E E D
W G
-C -A
M A
T C
H L
IN
E S
E E D
W G
-C -A
M A
T C
H L
IN
E S
E E D
W G
-C -A
NORTH LOOP ROAD
S T
A
T
O S
T A
C.L. ROAD
WATER MAIN
BICYCLE LAKE
18" UTW
DISTRIBUTION LINE
16" TW
T
Y P
WATER MAIN
BICYCLE LAKE
18" UTW
2320SEE , TYP
SEE
STA 128+00
LOCATION MARKER
05-D-05
OF 16" TW WITH 18" UTW.
MATCH BOTTOM PIPE ELEVATIONS
PIPELINE SHOWN IN PROFILE IS18" UTW.
MIDPOINT BETWEEN THE TWO PIPES.
STATIONING IS ON ALIGNMENT
NOTE:
FOR SMOOTH CURVE
DEFLECT PIPE JOINTS
05-D-04
SEE
VALVE STATION
AIR / VACUUM RELEASE
STA 122+50
PROJ
DATE
D A
T E
N O
D S
G N
D R
R E
V
IS
IO
N
C H
K
A P
V D
B Y
A P
V D
SHEET
DWG
FILENAME: PLOT DATE: PLOT TIME:05-C-A13d_350858.dgn 3/13/2012 5:56:11 PM
C H
M H
IL
L
A
L L R
IG
H T S R
E S
E R
V E
D
1 2 3 4 5 6
A
B
C
D
N O
D E
S C
R
IP
T
IO
N D
A T
E N
A P
V R
1"0
C H
M H
IL
L A
N D I S N
O T T
O B
E U
S E
D
IN
W
H O
L E O
R I
N P
A R
T F
O R A
N Y O
T H
E R P
R O J E
C T W
IT
H
O U
T T
H E W
R
IT
T E
N A
U T
H O
R
IZ
A T
IO
N O
F C
H
M H
IL
L
T H
IS
D
O C
U M
E N
T
A N
D T
H E I
D E
A S A
N D D
E S
IG
N S I
N C
O R
P O
R A
T E
D H
E R
E
IN
A S A
N I
N S
T R
U M
E N
T O
F P
R O
F E
S S
IO
N A
L S
E R
V
IC
E
IS
T
H E P
R O
P E
R T
Y O
F
ORIGINAL DRAWING.
BAR IS ONE INCH ON
VERIFY SCALE
R E
U S
E O
F D
O C
U M
E N
T S c
PLAN
PROFILE
350858
F O
R T I
R W
IN
U .S
A R
M Y N
A T
IO
N A
L T
R A
IN
IN
G C
E N
T E
R
F O
R T I
R W
IN
C A
L
IF
O R
N
IA
B
IC
Y C
L E L
A K
E W
A T
E R M
A
IN
A
N D
W A
T E
R L
IN
E C
O N
N E
C T
IO
N S P
R O J E
C T W
SEPTEMBER 2009
120+00 121+00 122+00 123+00 124+00 125+00 126+00 127+00
128+00
129+00
130+00
& 16" DI PC250 OR PVC DR18 TW
18" DI PC250 OR PVC DR18 UTW
C
A
N
B
IC
Y C
L E L
A K
E W
A T
E R M
A
IN
A
N D
F O
R T I
R W
IN
C A
L
IF
O R
N
IA
U .S
A R
M Y N
A T
IO
N A
L T
R A
IN
IN
G C
E N
T E
R
F O
R T I
R W
IN
350858
A P
V R
N D
A T
E D
E S
C R
IP
T
IO
N N
O
C
IV
IL
P L
A N A
N D P
R O
F
IL
E
05-C-A14
137+00 139+00138+00 140+00130+00 131+00 132+00 133+00 134+00 135+00 136+00
S C
H E
D U
L E A B
IC
Y C
L E L
A K
E W
A T
E R M
A
IN
1’=40’ HORIZ, 1"=10’ VERT
1’=40’
N
0 40 80
Scale In Feet
GROUND
EXISTING
T C
H L
IN
E S
E E D
W G
-C -A
M A
T C
H L
IN
E S
E E D
W G
-C -A
M A
T C
H L
IN
E S
E E D
W G
-C -A
M A
T C
H L
IN
E S
E E D
W G
-C -A
NORTH LOOP ROAD
S T
A
T
O S
T A
C.L. ROAD
WATER MAIN
BICYCLE LAKE
18" UTW
WATER MAIN
BICYCLE LAKE
18" UTW
T
Y P
2320SEE , TYP
DISTRIBUTION LINE
16" TW
SEE PROFILE BELOW
CHANGE IN PVC DR.
STA 134+00
OF 16" TW WITH 18" UTW.
MATCH BOTTOM PIPE ELEVATIONS
PIPELINE SHOWN IN PROFILE IS18" UTW.
MIDPOINT BETWEEN THE TWO PIPES.
STATIONING IS ON ALIGNMENT
NOTE:
FOR SMOOTH CURVE
DEFLECT PIPE JOINTS
05-D-04
SEE
VALVE STATION
AIR / VACUUM RELEASE
STA 133+00
4" MIN
PROJ
DATE
D A
T E
N O
D S
G N
D R
R E
V
IS
IO
N
C H
K
A P
V D
B Y
A P
V D
SHEET
DWG
FILENAME: PLOT DATE: PLOT TIME:05-C-A14d_350858.dgn 3/13/2012 4:29:42 PM
C H
M H
IL
L
A
L L R
IG
H T S R
E S
E R
V E
D
1 2 3 4 5 6
A
B
C
D
N O
D E
S C
R
IP
T
IO
N D
A T
E N
A P
V R
1"0
C H
M H
IL
L A
N D I S N
O T T
O B
E U
S E
D
IN
W
H O
L E O
R I
N P
A R
T F
O R A
N Y O
T H
E R P
R O J E
C T W
IT
H
O U
T T
H E W
R
IT
T E
N A
U T
H O
R
IZ
A T
IO
N O
F C
H
M H
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