B08_Attachment_2_BAND_266697_Construction_Drawings_Full_Size_Combined_Part2_0001.pdf
PDF 36 MB Posted
- Attached to
- Update Utilities
- Solicitation number
- 140P2026R0063
About this file
This file is a set of construction drawings (Part 2) for the Update Utilities project at Bandelier National Monument in New Mexico. The drawings detail the design and installation specifications for water, natural gas, and wastewater utility infrastructure improvements across the park's Frijoles Canyon and Mesa Top areas.
The project encompasses multiple utility system components including: a new underground water storage tank with mechanical building and yard piping at the canyon entrance (with 6-inch ductile iron pipe, riprap drainage channels, and duckbill valve outlets); water service laterals connecting to existing meter assemblies at 32 buildings throughout the park (ranging from 1-inch to 4-inch diameter HDPE pipe); natural gas service laterals and main loop extensions (1-inch to 4-inch MDPE pipe with anodeless risers, plug valves, and regulator/meter assemblies); and sanitary sewer system replacements including approximately 700+ linear feet of 4-inch PVC laterals, new and replacement manholes, cleanouts, and saddle connections. The drawings specify detailed construction standards for trench backfill with CLSM (Controlled Low-Strength Material), geotextile envelope requirements, pipe bedding materials, marking tape placement, utility clearance specifications, concrete encasement at sewer/water crossings, and restoration of pavement and grading. Sheet references indicate four contract line items (CLINs): Option A (canyon mechanical building and yard piping), Option B (Frijoles Canyon water and natural gas loop), Option C (wastewater system), and Option D (natural gas laterals to mesa buildings). The drawings are digitally signed and dated April 8, 2025, indicating final design approval.
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Text version
UED
UED
UED
UED
UED
UED
UFOD
UFOD
UFOD
UFOD
UFOD
UFOD
X X
X
X
X
X
X
X
X
X
X
X
X
X
X X
X X
X X
X X
X X
X X
X
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30 64
296431
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6425.066
COGO POINT TABLE
COGO POINT
10109
10101
10110
10102
10103
10106
10107
10108
10111
10112
10113
10114
10115
10116
10117
10118
10119
DESCRIPTION
6" 22.5° BEND
6" 22.5° BEND
6" 22.5° BEND
6" 22.5° BEND
6" 22.5° BEND
6" 90° BEND
6"X6" TEE
6" 22.5° BEND
6"X6" TEE
6" 45° BEND
6" 45° BEND
6" 22.5° BEND
6" 22.5° BEND
6" 11.25° BEND
3" 45° BEND
3" 45° BEND
6" DUCKBILL VALVE
NORTHING
1735812.45
1735822.98
1735811.21
1735820.24
1735815.98
1735786.93
1735785.18
1735784.59
1735786.40
1735798.38
1735783.80
1735782.72
1735806.60
1735806.96
1735827.37
1735822.54
1735802.83
EASTING
1637861.89
1637948.87
1637829.18
1637942.90
1637832.37
1637999.02
1637952.65
1637937.06
1637985.03
1637978.60
1637965.11
1637936.35
1637871.92
1637854.39
1637981.46
1637976.99
1637831.05
0+00 0+20.00 0+40.00 0+60.00 0+80.00 1+00 1+20.00 1+40.00 1+60.00 1+80.00 2+00 2+20.00 2+40.00 2+60.00 2+70
BUILDING CORNERS
COGO POINT
NORTHING
1735824.86
1735825.48
1735813.49
1735812.87
1735819.68
1735820.38
1735793.07
1735792.36
EASTING
1637955.37
1637971.35
1637971.82
1637955.83
1637981.58
1637999.90
1638000.96
1637982.64
MECH. BLDG DISCHARGE
RIPRAP CORNERS
COGO POINT
NORTHING
1735839.95
1735840.05
1735823.35
1735822.41
1735825.41
1735825.51
EASTING
1637988.24
1637991.01
1637976.19
1637972.92
1637972.86
1637975.44
A
B
C
D
E
F
KEYPLANENTRANCE ROAD
WATER TANK
SHEET 15SM101 SHEET KEYNOTESCANYON
MECHANICAL
BUILDING
SHEET
10SM101
EXIST BARBED WIRE FENCING COINCIDENT
WITH LOS ALAMOS NATIONAL LABORATORY
AND BANDELIER NATIONAL MONUMENT
PROPERTY BOUNDARIES. PROTECT IN PLACE.
EXISTING VEHICLE GATE TO
REMAIN. REPLACE IF
DAMAGED DURING
CONSTRUCTION.
PROTECT HISTORIC STONE GUTTER IN PLACE. SEE
NOTES ON SHEET 00G003 AND SPECIFICATION SECTION
01 35 91.
ALL PIPES TO BE 6" DUCTILE IRON PIPE FOR YARD PIPING
FROM ENTRANCE ROAD CONNECTION TO BUILDING,
TANK AND FOR OVERFLOW PIPE, UNLESS OTHERWISE
SHOWN.
INSTALL RIPRAP CHANNEL PER DETAIL 2, SHEET 02C302.
INSTALL DUCKBILL VALVE AT OUTLET.
FINISHED GRADE AROUND BUILDING TO BE 6432.5'.
GRADE MIN. 3.1% SLOPE AWAY FROM BUILDING.
FINISHED GRADE AROUND TANK TO BE 6432.0'. GRADE 3:1
SLOPE AWAY FROM TANK.
TREES THAT MAY BE REMOVED BY CONTRACTOR.
ADDITIONAL TREES MAY BE REMOVED ONLY WITH
PERMISSION FROM CONTRACTING OFFICER AND PARK
STAFF. EACH TREE REMOVED OR DAMAGED IS TO BE
REPLACED AT THE LOCATION DESIGNATED BY THE
CONTRACTING OFFICER OR CULTURAL RESOURCES
PARK MANAGER AT NO ADDITIONAL COST TO THE
GOVERNMENT. REFER TO SECTION 32 93 00, PLANTS.
3" BLOWOFF AND
SPLASHBLOCK
SEE 10SM101
EXISTING GRAVEL ROAD
HISTORIC STONE GUTTER 1
RIPRAP CHANNEL
0.25% SLOPE YARD PIPING TO
GRAVITY DRAIN FROM TANK OUTLET
PIPING INVERTS TO TRANSMISSION
WATERLINE ON ENTRANCE ROAD
3" W
ENTRANCE ROAD
TREATMENT
FLOW
SLOPE PIPE 1.0 % TO DRAIN
FROM TANK OVERFLOW TO
RIPRAP OUTLET
CANYON MECHANICAL
BUILDING GRADING
0.25% SLOPE YARD PIPING
GRAVITY DRAIN FROM TANK OUTLET PIPING
CONNECTS TO WATERLINE ON ENTRANCE ROAD3:1
3:1
EL. 6432.0'
EXISTING GROUND
ENTRANCE ROAD WATER TANK.
SEE 15SM SHEETS
INV. 6419.75'
INV. 6419.25'
6 ENTRANCE ROAD
WATER TANK GRADING
TREE, TYP
DUCTILE IRON
PIPING
DUCTILE IRON
PIPING 2
EL. 6433.5'
DISTRIBUTION
BYPASS
OVERFLOW
STORAGE
4'X4', 6" THICK
CONCRETE APRON
PROTECT EXISTING VEGETATION WITHIN THIS
SITE PLAN AREA EXCEPT FOR TREES IDENTIFIED
FOR REMOVAL FOR VISUAL SCREENING.
STA 111+14 (SEE DWG 02C028)
3/
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CLIN 0001 - MAIN PARK WATER SYSTEM: NEW
UNDERGROUND TANK, MECHANICAL BUILDING, YARD PIPING
AND SITE WORK. FOR DETAILS SEE SPECIFICATION 01 27 00. 3" GATE VALVE, TYP
LOS ALAMOS NATIONAL LABORATORY
BANDELIER NATIONAL MONUMENT
4" DIA PVC DRAIN PIPE. DAYLIGHT
INTO RIPRAP DRAINAGE.
RIPRAP DRAINAGE, SEE
DETAIL 3, SHEET 02C302
Digitally signed by Micah E. Johnson Date: 2025.04.08
17:03:47-06'00'
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6'' W 6'' W 6'' W
6'' W
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2' ' G
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X
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02C201
02C202
02C203
02C204
02C205
02C206
02C207
221314
BUILDING TABLE INDEX
1 COMFORT STATION
2 VISITOR CENTER
3 MAINTENANCE WAREHOUSE
4 CARPENTRY AND WELDING SHOP
5 GAS AND OIL HOUSE
6 EQUIPMENT SHED
7 RESIDENCE 1
8 RESIDENCE 2
9 COMFORT STATION
10 QUARTERS/GARAGE (RANGER DORM)
11 RESIDENCE 3
12 STORAGE
13 TRAINING ROOM
14 OFFICE STORAGE
15 OFFICES (DINING ROOM, KITCHEN, LUNCHROOM)
16 OFFICES (EMPLOYEE DORM)
17 SNACK BAR AND CURIO SHOP (LODGE LOBBY/SALESROOM)
18 OFFICES (OPERATOR'S RESIDENCE)
19 QUARTERS (CABIN GROUP A)
20 QUARTERS (CABIN GROUP B)
21 LAUNDRY AND STORAGE (LINEN STORAGE/BOILER ROOM)
22 BACKUP DIESEL GENERATOR
23 OFFICES (CABIN GROUP D)
24 QUARTERS AND OFFICES (CABIN GROUP D)
25 STABLE (STABLE AND QUARTERS)
26 ENTRANCE STATION
27 QUARTERS (CABIN GROUP E-1/LINENS)
28 QUARTERS (CABIN GROUP E-2)
29 LIBRARY AND STORAGE (CABIN GROUP E-3)
30 FIRE LOOKOUT AND QUARTERS
31 NOT USED
32 RESIDENCE 4
10 32
CANYON LIFT STATION.
02C205 (INSET A)
3/
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Digitally signed by Micah E. Johnson
17:04:30-06'00'
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X X
X X
X X
X X
X X
X
XXXXX
X X
X X
X X
X X
X
XXX
X X
X
XXXX
X
X
X X
X X
XXXXXXX
X X
X X X X X X X
X X
X X
X X
X X
X
X X
X
X
X
X X
X
X X X
X
X
X
X
X
X
X
X
X X X X X X X X X X
X
XXXX
X X
X
XXXXX
X
X X
X X X X X
X X
X
X X X
X
X
X
X
X
X
X
X
X X X X X X X X X X
X X
X
X X X
X
X
X
X
X
X
X
X
X X X X X X X X X X
X X
X
X X X
X
X
X
X
X
X
X
X
X X X X X X X X X X
X X
X
X X X
X
X
X
X
X
X
X
X
X X X X X X X X X X
X
X X X X X X
X X
X X
X X X
X
X
X
X
X
X
X
X
X X X X X X X X X X
X X
X X X X X X X
X X
X X X X X X
X X
X X
X X
X X
X X
X
X
X
X
X
X
X
X
X X
XXXXXX
X
X X
X X
XXXXXXX
X X
X
X X
X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
C-201 C-202 C-203
C-204 C-205
C-206 C-207
COGO POINT TABLE
COGO POINT
DESCRIPTION
4"x4" TEE
4" 45° BEND
4" 22.5° & 4" 11.25° BEND
4"x4" TEE
4" 45° BEND
4" 45° BEND
4" 22.5° BEND
4" 45° BEND
NORTHING
1738954.95
1738953.48
1738971.85
1738970.29
1738969.90
1738908.10
1738898.45
1738884.61
EASTING
1634268.84
1634272.66
1634313.58
1634329.41
1634333.05
1634389.49
1634389.10
1634381.87
KEYPLAN
CANYON SERVICE LATERALS KEYPLAN
SHEET KEYNOTES
ALL NEW BUILDING NATURAL GAS SERVICE CONNECTIONS
THIS SHEET TO HAVE NEW ANODELESS RISER AND PLUG
VALVE. CONNECT TO EXISTING REGULATOR/METER
ASSEMBLIES. REFER TO DWG 02C501 - 02C507 FOR SERVICE
CONNECTION DETAILS.
ALL NEW NATURAL GAS TEES TO HAVE BALL VALVE PER
DETAIL 2, SHEET 02C501 ON SERVICE LINES AS SHOWN ON
DWG. MATCH BALL VALVE TO PIPE SIZE.
CONNECT NEW WATER SERVICE LATERALS TO EXIST WATER
METER ASSEMBLIES AS SHOWN PER DETAILS 4 - 8, SHEET
02C301. SERVICE LATERALS TO WATER METER CLUSTERS (2
OR MORE) TO BE 4" DIA. SERVICE LATERALS TO SINGLE WATER
METERS TO 1" DIA. UNLESS NOTED OTHERWISE. CONSTRUCT
UNMETERED STUB-OUT UPSTREAM OF METER CLUSTER FOR
FUTURE SPRINKLER DISTRIBUTION SYSTEM (BY OTHERS).
INSTALL NEW WATER METERS, SETTERS, VALVES AND CANS.
COURTYARD WALL APPROX. 3' TALL. PROTECT IN PLACE.
CONTRACTOR TO REPLACE IN KIND IF DAMAGED AT NO
EXPENSE TO GOVERNMENT. CONTRACTOR TO CONSTRUCT
NEW UTILITIES BENEATH CONCRETE WALL.
ENCASE WATERLINE MAIN IN CLSM 10' ON EACH SIDE OF
SEWER CROSSING AND WHEN PARALLELING SEWER LINE
WITHIN 10'. SEE DETAIL 5, SHEET 02C300. PLACE WATERLINE
MAIN JOINTS AS FAR AS POSSIBLE WHEN CROSSING BENEATH
SEWER.
REPLACE MANHOLE AND SS LATERALS. REPLACE LATERALS
UP TO 5 FEET OF BLDG OR TO CLEANOUT, WHICHEVER IS
CLOSEST TO BLDG. SEE DETAIL 1, SHEET 02C304. CONNECTION
TO BLDG AND CLEANOUTS TO BE FIELD LOCATED. CONSTRUCT
NEW SANITARY SEWER WITH SAME ELEVATION, SLOPE AND
ALIGNMENT UNLESS OTHERWISE SHOWN.
6" W
SANITARY SEWER
REPLACEMENT. SEE
SHEET 02C050.
COURTYARD
WALL.
INSTALL TWO (2)
STUB-OUTS EACH
INSTALL TWO
(2) STUB-OUTS
2" BALL VALVE
INSTALL TWO (2)
STUB-OUTS
DEMOLISH FIRE HYDRANT
AND VALVE. INSTALL
BLIND FLANGE AT VALVE
FLANGE AND ABANDON
PIPING IN PLACE.
REPLACE 1" YARD HYDRANT AND
VALVE PER DETAILS 1 SHEET 02C301.
EXTEND SERVICE FROM NEW 1" HDPE
LATERAL
INSTALL THREE (3)
STUB-OUTS
6" GATE VALVE
1" G
DEMOLISH FIRE HYDRANT
AND VALVE. INSTALL
BLIND FLANGE AT VALVE
FLANGE AND ABANDON
PIPING IN PLACE.
1" G
4" GATE VALVE
REPLACE 1" YARD
HYDRANT AND VALVE.
EXTEND SERVICE FROM
NEW 1" HDPE LATERAL
WATER SERVICE
LATERAL
1" G
SEE SHEETS 02C034 TO
02C043 FOR WATERLINE
PLAN AND PROFILE AND
NATURAL GAS PLAN VIEW.
REPLACE APPROX. 100 LF
OF 4" SS LATERAL AND
INTERMEDIATE
CLEANOUT.
REPLACE APPROX. 55 LF OF
4" SS LATERAL.
REPLACE MANHOLE.
SEE SHEET 02C050
REPLACE APPROX.
40 LF OF 4" SS
LATERAL.
REPLACE APPROX. 40
LF OF 4" SS LATERAL.
REPLACE APPROX. 30
LF OF 4" SS LATERAL.
REPLACE APPROX. 65 LF
OF 4" SS LATERAL.
REPLACE APPROX. 45 LF
OF 4" SS LATERAL
1" G
REPLACE APPROX. 70 LF
OF 4" SS LATERAL.
REPLACE
MANHOLE.
REPLACE APPROX.
25 LF OF 4" SS LATERAL.
REPLACE
MANHOLE
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
DEMOLISH FIRE HYDRANT AND
VALVE. INSTALL BLIND FLANGE
AT VALVE FLANGE AND
ABANDON PIPING IN PLACE.
EXIST GAS
REGULATOR/METER
ASSEMBLY TO BE
RELOCATED TO FOC BLDG.
SEE SHEET 02C013
CLSM ENCASE.
CUT AND PLUG EXIST
WATERLINE
CUT AND PLUG EXIST
WATERLINE
SANITARY SEWER
REPLACEMENT.
SEE SHEET
02C0500.
2 TYP.
2 TYP.
GAS SERVICE
LATERAL 1 2
3 4
GAS SERVICE
LATERAL, TYP
1 2
2 TYP.
2 TYP.
GAS SERVICE
LATERAL, TYP 1 2
WATER SERVICE
LATERAL TO
METER BANK #3
3 4
WATER SERVICE
LATERAL TO
METER BANK # 4
3 4
2 TYP.
2.5'
WATER SERVICE LATERAL
TO METER BANK #13 4
WATER SERVICE
LATERAL TO
METER BANK #2
3 4
SS
3/
/2
9:
P
M
X G
-B or de r_
BA
N
D X
C -L
AY
O
U T-
SH
EE
TS
X
C -B
AN
D
P R
O
FI
LE
S
X C
-B
AN
D _2
D -E
G -M as te r X
C -L
AY
O
U T-
SH
EE
TS
C
AN
N
YO
N A
R
EA
X C
-U
TI
LI
TY
S
IT
E X
C -R
O
AD
W
AY
X C
-B
AN
D _P av em en t a nd L
O D
H at ch
C
0-
C
7_ D
8.
D W
G
FI
G U
ER
O
AJ
R
CLIN OPTION B - FRIJOLES CANYON WATER AND
NATURAL GAS LOOP: INCLUDES WATER AND GAS MAINS
AND WATER SERVICE LATERALS. FOR DETAILS SEE
SPECIFICATION 01 27 00.
CLIN OPTION C - FRIJOLES CANYON WASTEWATER
SYSTEM: INCLUDES MANHOLE, CLEANOUT AND SANITARY
SEWER LATERAL REPLACEMENTS. FOR DETAILS SEE
SPECIFICATION 01 27 00.
CLIN OPTION D - FRIJOLES CANYON NATURAL GAS LATERALS:
INCLUDES SERVICE LINE REPLACEMENT TO
REGULATOR/METER. FOR DETAILS SEE SPECIFICATION 01 27 00.
CLSM ENCASE 6
Digitally signed by Micah E. Johnson
17:05:10-06'00'
LO
D
LO
D
LO
D
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LO
D
LO
D
LOD
LOD
LOD
LODLOD
LOD
LODLOD
LOD
UGD
UGD
UGD
UGD
UGD
UGD
UGD
U G
D
UGD
U G
D
UGD
UGD
U G
D U
G D
UGD
UGD
UGD
UGD
U G
D U
G D
U G
D U
G D
U G
D
US
SD
US
SD
US
SD
US
SD
USSD
USSD
USSD
USSD
USSD
USSD
USSD
USSD
USSD
USSD
USSD
USSD
USSD
USSD
U
SS
D
U
SS
D
U
SS
D
U
SS
D
U
SS
D
US
SD
US
SD
US
SD
US
SD
U W
D U
W D
UWD
UWD
UWD
U W
D U
W D
U W
D
U W
D U
W D
UWD
UWD
UWD
U W
D
U
ED
U
ED
UED
UED
UED
UED
UED
U
ED
UED
U
ED
U C
D
U C
D
UCD
U
ED
U
ED
UED
USSD
USSD
USSD
USSC
USSC
USSC
USSC
USSC
UWB
UWB
UWB
UWB
UWB
UWB
UWB
UWB
U W
B U
W B
U W
B
U W
B
U W
B U
EB
U
EB
U
EB
UEB
UEB
UEB
UEB
UEB
UEB
UEB
UEBUEB
UEB
UEB UEB UEB UEB UEB UEB UEB
UEB
UEB
UEB
UEB
UEB
UEB
UEB
UEB
UEB
UEB
UEB
UEB
UEB
UEB
UEB
U
EB
UCB UCB
UCB
UCB
UCB
UCB
UCB
UCB
UCB
UCB
UCB
UCB UCB
UCB
UCB
UCB UCB
UCB
UCB
UCB
UCB
UCB
UCB
UCB
UCB
UCB
UCB
UCB UCB
UCB
UCB
UCB
UCB
UCB
UCB
U G
B U
G B
UGB
UGB
UGB
UGB
UGB
UGB
UGB
UGB
UGB
UGB
UGB
UGB
UGBUGB
UGB
UGB
U G
B U
G B
UGB
UGB
U G
B
UFOBUFOB
UFOB
UFOB
UFOB
UFOB
UFOB
UFOB
UFOB
SS
SS
SS
SS
SS
T
G
E
E
W
W
W W
W
W W
W
E
E
FO
E G G G
G
W
W
W
W W
G G
T
SS
U
SD
D
U
SD
D
U
SD
D
U
SD
D
U
SD
D
U
SD
D
U
SD
DUS
SD
US
SD
US
SD
US
SD
US
SD
US
SD
US
SD
US
SD
6'' W
6'' W
6'' W 6'' W
6'' W
6'' W
6'' W
6'' W
6'' W 6'' W 6'' W 6'' W 6'' W 6'' W
6'' W 6'' W 6'' W 6'' W 6'' W
6'' W 6'' W 6'' W
6'' W
6'' W 6'' W 6'' W 6'' W
2'' G 2'' G 2'' G
2'' G
2'' G
2'' G 2'' G 2'' G 2'' G 2'' G 2'' G 2'' G
2'' G 2'' G 2'' G
2'' G
2'' G 2'' G 2'' G 2'' G
2'' G
2'' G
4'' W 4'' W
4'' W 4'' W
4'' W
1'' G
1'' GX X X X
X
X
X
X
X X
X X
X X
X X
X X X X X X X X X
X X
X X
X X X
X
X
X
X X
X X
X X
X X
X X X X X X X X X
X X
X X
X X
X X
X
XXXX
X
X X
X X
X X
X X
X
XX
XX
XX
X X
X X
X X
X X
XX
X X X
X
X
X X
X
X X X
X
X
X X
X
X X X
X
X
X X
X
X X X
X
X
X X
X
X X X
X
X
X X
X
X X X
X
X
X X
X
X
X
X
X
XXXXXXXXXXX
X
X X
X X
X X
XXX
XX
X
XXXXXXXXX
X X
X X
XX
X X X X X
X X
X
XXXXXXXXXXX
X X
X X
X X
X
X X
X X
X X
X X
XXXXXXXXXXXXXXXX
C-201 C-202 C-203
C-204 C-205
C-206 C-207
3 4
3 4
1 2
3 4
3 4
3 4
KEYPLAN
SHEET KEYNOTES
REMOVE AND RELOCATE
GAS REGULATOR TO BLDG 9
SERVICE. DEMOLISH
EXPOSED GAS PIPING
RETAINING
WALL.
SANITARY SEWER
REPLACEMENT.
SEE SHEET 02C050
SANITARY SEWER REPLACEMENT.
SEE SHEETS 02C050 AND 02C051
ALL NEW BUILDING NATURAL GAS SERVICE
CONNECTIONS THIS SHEET TO HAVE NEW ANODELESS
RISER AND PLUG VALVE. CONNECT TO EXISTING
REGULATOR/METER ASSEMBLIES. REFER TO DWG
02C501 - 02C507 FOR SERVICE CONNECTION DETAILS.
ALL NEW NATURAL GAS TEES TO HAVE BALL VALVE
PER DETAIL 2, SHEET 02C501 ON SERVICE LINES AS
SHOWN ON DWG. MATCH BALL VALVE TO PIPE SIZE.
CONNECT NEW WATER SERVICE LATERALS TO EXIST
WATER METER ASSEMBLIES AS SHOWN PER DETAILS 4
- 8, SHEET 02C301. SERVICE LATERALS TO WATER
METER CLUSTERS (2 OR MORE) TO BE 4" DIA. SERVICE
LATERALS TO SINGLE WATER METERS TO 1" DIA.
UNLESS NOTED OTHERWISE. CONSTRUCT
UNMETERED STUB-OUT UPSTREAM OF METER
CLUSTER FOR FUTURE SPRINKLER DISTRIBUTION
SYSTEM (BY OTHERS).
INSTALL NEW WATER METERS, SETTERS, VALVES AND
CANS.
RETAINING WALL APPROX. 6' TALL. PROTECT IN PLACE.
CONTRACTOR TO REPLACE IN KIND IF DAMAGED AT NO
EXPENSE TO GOVERNMENT. CONTRACTOR TO
CONSTRUCT NEW UTILITIES BENEATH RETAINING
WALL.
REPLACE MANHOLE AND SS LATERALS. REPLACE
LATERALS UP TO 5 FEET OF BLDG OR TO CLEANOUT,
WHICHEVER IS CLOSEST TO BLDG. SEE DETAIL 1,
SHEET 02C304. CONNECTION TO BLDG AND
CLEANOUTS TO BE FIELD LOCATED. CONSTRUCT NEW
SANITARY SEWER WITH SAME ELEVATION, SLOPE AND
ALIGNMENT UNLESS OTHERWISE SHOWN.
DEMOLISH FIRE HYDRANT AND
VALVE. INSTALL BLIND FLANGE
AT VALVE FLANGE AND
ABANDON PIPING IN PLACE.
REPLACE EXPOSED
1.5" STEEL GAS LINE
SERVING HVAC UNIT
INSTALL TWO (2)
STUB-OUTS
REPLACE APPROX. 30 LF
OF 4" SS LATERAL TO
GREASE TRAP.
REPLACE GREASE TRAP IN KIND.
REPLACE APPROX. 110 LF OF 4"
SS LATERAL AND INTERMEDIATE
CLEANOUT.
REPLACE APPROX. 120 LF OF 4"
SS LATERAL AND INTERMEDIATE
CLEANOUT.
SEE SHEETS 02C034 TO
02C043 FOR WATERLINE
PLAN AND PROFILE AND
NATURAL GAS PLAN VIEW.
1" G
CANYON SERVICE LATERALS KEYPLAN
SS
SS
SS
SS
CUT AND PLUG EXIST
WATERLINE AND GAS LINE
SS
SS
SS
SS
SS
WATER SERVICE
LATERAL
WATER SERVICE
LATERAL
GAS SERVICE
LATERAL
INSTALL GAS LINE
THROUGH EXISTING
GAS LINE WALL
PENETRATION.
WATER SERVICE
LATERAL TO
METER BANK #5
WATER SERVICE
LATERAL TO
METER BANK #6
WATER SERVICE
LATERAL TO
METER BANK #7
3/
/2
9:
P
M
X G
-B or de r_
BA
N
D X
C -L
AY
O
U T-
SH
EE
TS
X
C -B
AN
D
P R
O
FI
LE
S
X C
-B
AN
D _2
D -E
G -M as te r X
C -L
AY
O
U T-
SH
EE
TS
C
AN
N
YO
N A
R
EA
X C
-U
TI
LI
TY
S
IT
E X
C -R
O
AD
W
AY
X C
-B
AN
D _P av em en t a nd L
O D
H at ch
C
0-
C
7_ D
8.
D W
G
FI
G U
ER
O
AJ
R
CLIN OPTION B - FRIJOLES CANYON WATER AND
NATURAL GAS LOOP: INCLUDES WATER AND GAS
MAINS AND WATER SERVICE LATERALS. FOR DETAILS
SEE SPECIFICATION 01 27 00.
CLIN OPTION C - FRIJOLES CANYON WASTEWATER
SYSTEM: INCLUDES MANHOLE, CLEANOUT AND
SANITARY SEWER LATERAL REPLACEMENTS. FOR
DETAILS SEE SPECIFICATION 01 27 00.
CLIN OPTION D - FRIJOLES CANYON NATURAL GAS
LATERALS: INCLUDES SERVICE LINE REPLACEMENT
TO REGULATOR/METER. FOR DETAILS SEE
SPECIFICATION 01 27 00.
Digitally signed by Micah E. Johnson
17:06:01-06'00'
LOD
LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
LOD
LOD
LOD
LOD
LOD
LOD
LO
D
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LODLOD
LOD
UGD
UGD
UGD
UGD
U G
D U
G D
U G
D
UGD
UGD
UGD USSD
USSD
USSD
UWD
UWD
UWD
UWD
UWD
UWD
UWD
UWD
UWD
UWD
UWD
UWD
UWD
UWD
UWDUWD
UWD
UWD
UWD
UWD
U W
D U
W D
USSC
USSC
UWB
UWB
UWB
UWB
U W
B U
W B
U W
B U
W B
U W
B U
W B
UEB
U
EB
UEB
UEB UEB
UEB
UEBUEB UEB
UEB
UEB
UEB
UEB
UEB
U
EB
U
EB
UEB UEB
UEB
UEB
UEB
UEB
UEB
UEB
UEB
UEB
UEB
UEB
UEB
UEB
UEB
UEB
U
EB
U
EB
U
EB
U
EB
U
EB
U
EB
U
EB
U
EB
U
EB
UE
B
UE
B
UEB
UEB
UEB
UEB
UEB
UEB
UEB
UEB
UEB
UEB
UEB
UEB
UEB
UEB
UEB
UEB UEB
UEB
UEB UEB UEB
U
EB
U
EB
UCB
UCB
UCB
UCB
UCB
UC
B
U C
B
U C
B
UCB
UCB
UCB
UCB
UCB
UCB
UCB
UCB
UCB
UCB
UCB
UCB
UCB
UCB
UCB
UCB
UCB
UCB
UCB
UCB
UCB
UC
B
U C
B
U C
B
UCB
UCB
UCB
UCB
UCB
UCB
UCB UCB
UCB
UGB
UGB
UGB
UGB
UGB
UGB
UGB
UGB
UGB
U G
B U
G B
U G
B U
G B
U G
B
UGB
UGB
U G
B
U G
B
U G
B U
G B
U G
B U
G B
U G
B U
G B
UFOB
UFOB
UFOB
UFOB
UFOB
UFOB
UFOB
UFOB
UFOB
UFOB
UFOB
UFOB
UFOB
UFOB
U
FO
B
UF
O
B
UFOBUFOB
UFOB
UFOB
UFOB
UFOB
SS
SS
SSSS
FO
E
W
E E
T
T
T
T
G
E
G
EE
G
W
W
E
UEB
UEB
UEB
UEB
UEB
U
EB
U
EB
UEB UEB
UEB
UEB
UEB
UEB
UEB
UEB
UEB
UEB
UEB
UEB
UEB
UEB
UEB
UEB
6'' W
6'' W
6'' W
6'' W
6'' W
6'' W
6'' W
6'' W
6'' W
6'' W 6'' W 6'' W 6'' W 6'' W
6'' W
6'' W
6'' W
6'' W
6'' W 6'' W 6'' W 6'' W
6'' W 6'' W
6'' W 6'' W
6'' W
6'' W
6'' W 2'' G
2'' G 2'' G 2'' G 2'' G
2'' G
2'' G
2'' G
4'' G
4'' G 4'' G 4'' G 4'' G
4'' G 4'' G
4'' G 4'' G
4'' G
4'' G
4'' G
6'' W
6'' W
1'' G 1'' G
1'' G
1'' G
1'' G
1'' G
1'' G 1'' G
1'' G 1'' G
1'' G
X X
X X
X
X X X X X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
XXXXX
X
X
X
X
X
X
X
X
X
X
X
X X X X X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X
XXXXXXXXXXXXXXXXXXXXXXXXXXXX
X
X X X X X X
X X
X X
X X
X X
X X
X X
X X
X X
X
X X X X X X
X X
X X
X X
X X
X X
X X
X X
X X
XX
X X X
X X
X X
X X
X X
X X
X X
X
XXXXX
X
X
X
X
X
X
X
X
X
X
X
X
X X
X X X X X X X X X X X X X X X X X X X X
X X
X X
X X
X X
X X
X X
X
X X
X
1''W 1''W
C-201 C-202 C-203
C-204 C-205
C-206 C-207
FIELD LOCATE AND
CONNECT TO EXISTING
WATER SERVICE
CONNECTION TO BLDG 3 4
1 2
1 2
3 4
1 2
1 2
KEYPLAN
SHEET KEYNOTES
DEMOLISH FIRE HYDRANT
AND VALVE. INSTALL
BLIND FLANGE AT VALVE
FLANGE AND ABANDON
PIPING IN PLACE.
ALL NEW BUILDING NATURAL GAS SERVICE CONNECTIONS
THIS SHEET TO HAVE NEW ANODELESS RISER AND PLUG
VALVE. CONNECT TO EXISTING REGULATOR/METER
ASSEMBLIES. REFER TO DWG 02C501 - 02C507 FOR
SERVICE CONNECTION DETAILS.
ALL NEW NATURAL GAS TEES TO HAVE BALL VALVE PER
DETAIL 2, SHEET 02C501 ON SERVICE LINES AS SHOWN ON
DWG. MATCH BALL VALVE TO PIPE SIZE.
CONNECT NEW WATER SERVICE LATERALS TO EXIST
WATER METER ASSEMBLIES AS SHOWN PER DETAILS 4 - 8,
SHEET 02C301. SERVICE LATERALS TO WATER METER
CLUSTERS (2 OR MORE) TO BE 4" DIA. SERVICE LATERALS
TO SINGLE WATER METERS TO 1" DIA. UNLESS NOTED
OTHERWISE. CONSTRUCT UNMETERED STUB-OUT
UPSTREAM OF METER CLUSTER FOR FUTURE SPRINKLER
DISTRIBUTION SYSTEM (BY OTHERS).
INSTALL NEW WATER METERS, SETTERS, VALVES AND
CANS.
REPLACE MANHOLE AND SS LATERALS. REPLACE
LATERALS UP TO 5 FEET OF BLDG OR TO CLEANOUT,
WHICHEVER IS CLOSEST TO BLDG. SEE DETAIL 1, SHEET
02C304. CONNECTION TO BLDG AND CLEANOUTS TO BE
FIELD LOCATED. CONSTRUCT NEW SANITARY SEWER
WITH SAME ELEVATION, SLOPE AND ALIGNMENT UNLESS
OTHERWISE SHOWN.
CONTRACTOR TO PROVIDE NEW PRESSURE
REGULATOR/METER ASSEMBLY FOR BACKUP
GENERATOR. GAS REGULATOR RATED AT 50 PSIG INLET
AND 2 PSIG OUTLET PRESSURES. GENERATOR
REGULATOR TO BE RATED AS 2,000 CFH.
REPLACE FIRE HYDRANT,
VALVE AND 6" DIP SERVICE
LATERAL. PER DETAIL 3,
SHEET 02C301. SEE ALSO
SHEET 02C042.
G
SANITARY SEWER
REPLACEMENT.
SEE SHEET 02C050
REPLACE APPROX. 25 LF
OF 4" SS LATERAL.
REPLACE APPROX. 30 LF
OF 4" SS LATERAL.
SEE SHEETS 02C034 TO
02C043 FOR WATERLINE
PLAN AND PROFILE AND
NATURAL GAS PLAN VIEW.
CANYON SERVICE LATERALS KEYPLAN
BACKUP
GENERATOR
CUT AND PLUG
EXIST GAS LINE
1" G
GAS SERVICE
LATERAL
GAS SERVICE
LATERAL
FIELD LOCATE AND CONNECT
TO EXISTING WATER SERVICE
CONNECTION TO BLDG
GAS SERVICE
LATERAL
REPLACE
MANHOLE
GAS SERVICE
LATERAL
REPLACE MANHOLE. FIELD
LOCATE AND REPLACE 4" SS
LATERAL TO BLDG 3.
1" W
SS
3/
/2
9:
P
M
X G
-B or de r_
BA
N
D X
C -L
AY
O
U T-
SH
EE
TS
X
C -B
AN
D
P R
O
FI
LE
S
X C
-B
AN
D _2
D -E
G -M as te r X
C -L
AY
O
U T-
SH
EE
TS
C
AN
N
YO
N A
R
EA
X C
-U
TI
LI
TY
S
IT
E X
C -R
O
AD
W
AY
X C
-B
AN
D _P av em en t a nd L
O D
H at ch
C
0-
C
7_ D
8.
D W
G
FI
G U
ER
O
AJ
R
CLIN OPTION B - FRIJOLES CANYON WATER AND NATURAL GAS
LOOP: INCLUDES WATER AND GAS MAINS AND WATER SERVICE
LATERALS. FOR DETAILS SEE SPECIFICATION 01 27 00.
CLIN OPTION C - FRIJOLES CANYON WASTEWATER SYSTEM:
INCLUDES MANHOLE, CLEANOUT AND SANITARY SEWER LATERAL
REPLACEMENTS. FOR DETAILS SEE SPECIFICATION 01 27 00.
CLIN OPTION D - FRIJOLES CANYON NATURAL GAS LATERALS:
INCLUDES SERVICE LINE REPLACEMENT TO REGULATOR/METER.
FOR DETAILS SEE SPECIFICATION 01 27 00.
Digitally signed by Micah E. Johnson
17:06:42-06'00'
LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
LODLODLODLOD
LOD
LOD
LO
D
LO
D
LO
D
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LO
DLODLODLODLOD
LOD
LOD
LOD
LOD
LOD
LOD
LO
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LOD
LOD
LOD
UWD
UWD
UWD
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USSD
USSD
USSD
USSD
US
SC
US
SC
US
SC
US
SC
US
SC
US
SC
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B
U W
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U W
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U W
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UWB
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UWD
UWD
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X X
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USSD
USSD
USSD
USSD
US
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UEB
UEB
UEB
UEB
UEB
UEB
UEB
UEB
UEB
UEB
UEB
UEB
UEB
UEB
UEB
UEB
6'' W
6'' W
6'' W
6'' W 6'' W 6'' W
6'' W 6'' W
6'' W 6'' W
6'' W
6'' W
6'' W
6'' W
6'' W
6'' W
6'' W 6'' W 6'' W 6'' W 6'' W 6'' W
4'' G
4'' G
4'' G
4'' G 4'' G 4'' G
4'' G 4'' G
4'' G 4'' G
4'' G
4'' G
4'' G
4'' G
4'' G
4'' G
4'' G
4'' G 4'' G 4'' G 4'' G 4'' G
4'' G
4'' G
4'' G 4'' G 4'' G 4'' G 4'' G
X X
X X
X X
X
XXXXXX
X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X
X
X
X
X
X
X X
X X
X X
X
X X
X X
X X
X
X
X
X
X X
X X
C-201 C-202 C-203
C-204 C-205
C-206 C-207
1 2
KEYPLAN
ALL NEW BUILDING NATURAL GAS SERVICE CONNECTIONS
THIS SHEET TO HAVE NEW ANODELESS RISER AND PLUG
VALVE. CONNECT TO EXISTING REGULATOR/METER
ASSEMBLIES. REFER TO DWG 02C501 - 02C507 FOR
SERVICE CONNECTION DETAILS.
ALL NEW NATURAL GAS TEES TO HAVE BALL VALVE PER
DETAIL 2, SHEET 02C501 ON SERVICE LINES AS SHOWN
ON DWG. MATCH BALL VALVE TO PIPE SIZE.
REPLACE MANHOLE AND SS LATERALS. REPLACE
LATERALS UP TO 5 FEET OF BLDG OR TO CLEANOUT,
WHICHEVER IS CLOSEST TO BLDG. SEE DETAIL 1, SHEET
02C304. CONNECTION TO BLDG AND CLEANOUTS TO BE
FIELD LOCATED. CONSTRUCT NEW SANITARY SEWER
WITH SAME ELEVATION, SLOPE AND ALIGNMENT UNLESS
OTHERWISE SHOWN.
DEMOLISH AND BACKFILL
UNUSED SEWER MANHOLE.
GROUT INLET AND OUTLET
PIPING.
REPLACE SS MANHOLE. AND
SS LATERAL.
REPLACE APPROX. 50 LF OF 4"
SS LATERAL.
REPLACE 1" YARD HYDRANT AND
VALVE PER DETAIL 1, SHEET 02C301.
EXTEND SERVICE FROM NEW 6"
WATER MAIN
1" W
DEMOLISH FIRE HYDRANT
AND GATE VALVE
SEE SHEETS 02C034 TO 02C043
FOR WATERLINE PLAN AND
PROFILE AND NATURAL GAS PLAN
VIEW.
CANYON SERVICE LATERALS KEYPLAN
SS
SHEET KEYNOTES
GAS SERVICE
LATERAL
3/
/2
9:
P
M
X G
-B or de r_
BA
N
D X
C -L
AY
O
U T-
SH
EE
TS
X
C -B
AN
D
P R
O
FI
LE
S
X C
-B
AN
D _2
D -E
G -M as te r X
C -L
AY
O
U T-
SH
EE
TS
C
AN
N
YO
N A
R
EA
X C
-U
TI
LI
TY
S
IT
E X
C -R
O
AD
W
AY
X C
-B
AN
D _P av em en t a nd L
O D
H at ch
C
0-
C
7_ D
8.
D W
G
FI
G U
ER
O
AJ
R
SS
CLIN OPTION C - FRIJOLES CANYON WASTEWATER
SYSTEM: INCLUDES MANHOLE, CLEANOUT AND
SANITARY SEWER LATERAL REPLACEMENTS. FOR
DETAILS SEE SPECIFICATION 01 27 00.
CLIN OPTION N - NATURAL GAS SYSTEM: GAS
LATERALS TO STONEHOUSE ROAD HOUSING. FOR
DETAILS SEE SPECIFICATION 01 27 00.
Digitally signed by Micah E. Johnson
17:07:23-06'00'
LOD
LODLOD
LOD
LOD
LOD LOD
LOD LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LODLOD
LOD
LOD
LODLODLODLOD
LOD
LOD
LOD
LOD
LOD
LODLOD
LODLODLOD
LO
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LO
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LO
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LOD
LOD
LOD
LOD
LO
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LO
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LODLOD
LOD
LO
D
LO
D
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LO
D
LOD
UWBUWB
UW
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U W
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U W
B
U W
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U W
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UWB
UWB
UWB
UWB
UWB
UWB
UWBUWB
UWB
UWB
UWB
UWB
UWB
UWB
UWB
U W
B
U W
B
U W
B
U W
B
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UWB
UWB
UWB
UWB
UWB
UWBUWBUW
B
UW
B
UW
B
UW
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U W
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U W
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U W
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UW
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UW
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U C
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UCB
UCB
UCB UCB UCB UCB UCB
UCB
UCB
U C
B U
C B
U G
B U
G B
UGB
UGB
UGB
UGB
UG
B
UGB
UGB
UGB
UGB
UGB
UGB
U G
B
U G
B
UFOB
UFOB
UFOB
UFOB
UFOB
UFOB
UFOB
UFOB
UFOB
UFOB
UFOB
UFOB
UFOB UFOB UFOB
UFOB
UFOB
UFOB UFOB
UFOB
UWD
UWD
UWD
UWD UWD UWD UWD
UWD UWD UWD UWD UWD
UWD UWD UWD UWD UWD
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D
SS
SS
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W
W
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G
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W
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W W W
UWD
UWD
UWD
UWD
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D U
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D
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USSD
USSD
USSD
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USSD
USSD
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US
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USS
D
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U
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D U
SS
D
US
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US
SD
US
SD
US
SD
US
SD
US
SD
US
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US
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USSD
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UEB
UEB
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UEB
UEB
UEB
UEB
UEB
UEB
UEB UEB
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UEB UEB UEB
UEB
UEB
UEB UEB
UEB
UEB
6'' W 6'' W 6'' W
6'' W
6'' W
6'' W 6'' W
6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W
4'' G 4'' G 4'' G
4'' G
4'' G
4'' G 4'' G
4'' G 4'' G 4'' G 4'' G 4'' G 4'' G 4'' G 4'' G 4'' G 4'' G 4'' G 4'' G
1'' G
1'' G 1'' G
1'' G
1'' G
1'' G 1'' G
1'' G
1'' G
1' ' G
1' ' G
1'' G
1'' G
1'' G 1'' G
1'' G 1'' G
1'' G 1'' G
1'' G
6' ' W
XXXXXXX
X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
X X
X X
X
X X
X X
X
X X
X X
X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X
X
X
X
X
C-201 C-202 C-203
C-204 C-205
C-206 C-207
LOD
LOD
LOD
LOD LOD
LO
D
LOD
LOD
LODLOD
LOD
LO
D
LO
D
LOD
LOD
LODLODLOD
USFMD
UEB
UEB
UEB UEB
UEB
UEB
UEB
UEB
UEB
UFOB
UFOB
UFOB UFOB UFOB
UFOB
UFOB
UFOB
UFOB
UWD
UWD
UWD
UWD
UWD
UWD
UWD
UWD
UEB
UEB
UEB UEB
UEB
UEB
UEB
UEB
UEB
6'' W 6'' W 6'' W 6'' W
6'' W
6'' W
6'' W 6'' W
6'' W 6'' W
4'' G 4'' G 4'' G 4'' G
4'' G
4'' G
4'' G 4'' G
4'' G
X X X X X X X X X X X X X X X X X X X X X
1 2
1 2
3 4
1 2
KEYPLAN
ALL NEW BUILDING NATURAL GAS SERVICE
CONNECTIONS THIS SHEET TO HAVE NEW ANODELESS
RISER AND PLUG VALVE. CONNECT TO EXISTING
REGULATOR/METER ASSEMBLIES. REFER TO DWG
02C501 - 02C507 FOR SERVICE CONNECTION DETAILS.
ALL NEW NATURAL GAS TEES TO HAVE BALL VALVE PER
DETAIL 2, SHEET 02C501 ON SERVICE LINES AS SHOWN
ON DWG. MATCH BALL VALVE TO PIPE SIZE.
CONNECT NEW WATER SERVICE LATERALS TO EXIST
WATER METER ASSEMBLIES AS SHOWN PER DETAILS 4 -
8, SHEET 02C301. SERVICE LATERALS TO WATER METER
CLUSTERS (2 OR MORE) TO BE 4" DIA. SERVICE
LATERALS TO SINGLE WATER METERS TO 1" DIA.
UNLESS NOTED OTHERWISE. CONSTRUCT UNMETERED
STUB-OUT UPSTREAM OF METER CLUSTER FOR
FUTURE SPRINKLER DISTRIBUTION SYSTEM (BY
OTHERS).
INSTALL NEW WATER METERS, SETTERS, VALVES AND
CANS.
REPLACE MANHOLE AND SS LATERALS. REPLACE
LATERALS UP TO 5 FEET OF BLDG OR TO CLEANOUT,
WHICHEVER IS CLOSEST TO BLDG. SEE DETAIL 1,
SHEET 02C304. CONNECTION TO BLDG AND CLEANOUTS
TO BE FIELD LOCATED. CONSTRUCT NEW SANITARY
SEWER WITH SAME ELEVATION, SLOPE AND ALIGNMENT
UNLESS OTHERWISE SHOWN.
2" W
DEMOLISH FIRE HYDRANT AND
VALVE. INSTALL BLIND FLANGE
AT VALVE FLANGE AND
ABANDON PIPING IN PLACE.
REPLACE APPROX. 55 LF OF 4"
PVC SS LATERAL.
4" BALL VALVE
NEW FIRE HYDRANT, GATE
VALVE AND 6" DIP LATERAL PER
DETAIL 3, SHEET 02C301. SEE
ALSO SHEET 02C042.
REPLACE APPROX. 90 LF
OF 4" PVC SS LATERAL.
SEE SHEETS 02C034 TO 02C043
FOR WATERLINE PLAN AND
PROFILE AND NATURAL GAS PLAN
VIEW.
REPLACE APPROX.
90 LF OF 4" SS
LATERAL.
CANYON SERVICE LATERALS KEYPLAN
NEW APPROX. 190 LF OF 6"
PVC SANITARY SEWER
COLLECTOR AND CLEANOUT.
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
ENTRANCE ROAD
ENTRANCE ROAD
REPLACE APPROX. 40 LF OF 4"
PVC SANITARY SEWER.
RECONNECT TO EXISTING
CLEANOUT AND TO NEW 6" PVC
SANITARY SEWER COLLECTOR.
WATERLINES DOWNSTREAM
OF WATER BANK TO REMAIN
IN SERVICE, TYP
TRANSITION BETWEEN
4" AND 6". INSTALL
CLEANOUT
4" G
SHEET KEYNOTES
GAS SERVICE
LATERAL
GAS SERVICE
LATERAL
WATER SERVICE
LATERAL TO
METER BANK #8
GAS SERVICE
LATERAL
3/
/2
9:
P
M
X G
-B or de r_
BA
N
D X
C -L
AY
O
U T-
SH
EE
TS
X
C -B
AN
D
P R
O
FI
LE
S
X C
-B
AN
D _2
D -E
G -M as te r X
C -L
AY
O
U T-
SH
EE
TS
C
AN
N
YO
N A
R
EA
X C
-U
TI
LI
TY
S
IT
E X
C -R
O
AD
W
AY
X C
-B
AN
D _P av em en t a nd L
O D
H at ch
C
0-
C
7_ D
8.
D W
G
FI
G U
ER
O
AJ
R
CLIN OPTION N - NATURAL GAS SYSTEM: GAS LATERALS
TO STONEHOUSE ROAD HOUSING. FOR DETAILS SEE
SPECIFICATION 01 27 00.
CLIN OPTION C - FRIJOLES CANYON WASTEWATER
SYSTEM: INCLUDES MANHOLE, CLEANOUT AND SANITARY
SEWER LATERAL REPLACEMENTS. FOR DETAILS SEE
SPECIFICATION 01 27 00.
Digitally signed by Micah E. Johnson
17:08:29-06'00'
LO
D
LO
D
LO
D
LO
D
LOD
LOD
LOD
LO
D
LO
D
LO
D
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LO
D
LO
D
LO
D
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D
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USSD
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USSD
USSD
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U W
D
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D
UW
D
U W
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UWD
UWD
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UWD
UWD
UWD
UWD
UWD
UWD
UWD
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UWD
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UW
D
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D
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B
U
EB
U
EB
U
EB
U
EB
U C
B
U C
B
U C
B
U C
B
U C
B
U C
B
U C
B
U C
B U
C B
UCB
UCB
UCB
UCB
UCB
UCB
UCB
UCB
UCB
U C
B
U G
B U
G B
U G
B U
G B
UGB
UGB
UGB
U G
B U
G B
U G
B U
G B
UGB
UGB
UGB
UGB
UGB
U
SD
D
U
SD
D
U
SD
D
U
SD
D
U
SD
D
U
SD
D
U
SD
D
U
SD
D
U
SD
D
SS
SS
SS
SS
SS
SS
SS
SS
SS
E
W
W
G G
GG
G
T
ST
SS
U
AC
AC
E 6'' W
6'' W
6'' W
6'' W
6'' W 6'' W6'' W
6'' W 6'' W
6'' W
6'' W
6'' W
6'' W
6'' W
6'' W
6'' W
6'' W
6'' W
6'' W
6'' W
6'' W
6' ' W
6'' W
6'' W
6'' W
6'' W
6'' W
1'' G
1'' G1'' G1'' G
1'' G
1'' G
1' ' G
1'' G
1'' G
1'' G
1'' G
1'' G
1'' G
1'' G
1'' G 1'' G
1''W 1''W
X X
X X
X X
X X
X X
X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X
X X
X X
X X
X X
X
X X
X
X
X
X
X X
X X
X X
X X
X X
X X X X X X X X
X X
X X
X X
X X
X X
X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
C-201 C-202 C-203
C-204 C-205
C-206 C-207
1 2
KEYPLAN
ALL NEW BUILDING NATURAL GAS SERVICE CONNECTIONS
THIS SHEET TO HAVE NEW ANODELESS RISER AND PLUG
VALVE. CONNECT TO EXISTING REGULATOR/METER
ASSEMBLIES. REFER TO DWG 02C501 - 02C507 FOR SERVICE
CONNECTION DETAILS.
ALL NEW NATURAL GAS TEES TO HAVE BALL VALVE PER
DETAIL 2, SHEET 02C501 ON SERVICE LINES AS SHOWN ON
DWG. MATCH BALL VALVE TO PIPE SIZE.
REPLACE MANHOLE AND SS LATERALS. REPLACE LATERALS
UP TO 5 FEET OF BLDG OR TO CLEANOUT, WHICHEVER IS
CLOSEST TO BLDG. SEE DETAIL 1, SHEET 02C304.
CONNECTION TO BLDG AND CLEANOUTS TO BE FIELD
LOCATED. CONSTRUCT NEW SANITARY SEWER WITH SAME
ELEVATION, SLOPE AND ALIGNMENT UNLESS OTHERWISE
SHOWN.
DEMOLISH FIRE HYDRANT AND
VALVE. INSTALL BLIND FLANGE
AT VALVE FLANGE AND
ABANDON PIPING IN PLACE.
DEMOLISH FIRE HYDRANT AND
VALVE. INSTALL BLIND FLANGE
AT VALVE FLANGE AND
ABANDON PIPING IN PLACE.
NEW FIRE HYDRANT, VALVE AND 6"
DIP LATERAL PER DETAIL 3, SHEET
02C301. SEE ALSO SHEET 02C042.
6" W
INSTALL SERVICE LINE WITH GATE
VALVE AND WATER BOTTLE FILLING
STATION ADJACENT TO
TELOSCOPIC VIEWING AREA. FIELD
LOCATE WITH PARK STAFF. SEE
DETAIL 4, SHEET 02C303.
SANITARY SEWER REPLACEMENT.
SEE SHEET 02C052
REPLACE MANHOLE AND SS
LATERALS.
CANYON SERVICE LATERALS KEYPLAN
SHEET KEYNOTES
GAS SERVICE
LATERAL
3/
/2
9:
P
M
X G
-B or de r_
BA
N
D X
C -L
AY
O
U T-
SH
EE
TS
X
C -B
AN
D
P R
O
FI
LE
S
X C
-B
AN
D _2
D -E
G -M as te r X
C -L
AY
O
U T-
SH
EE
TS
C
AN
N
YO
N A
R
EA
X C
-U
TI
LI
TY
S
IT
E X
C -R
O
AD
W
AY
X C
-B
AN
D _P av em en t a nd L
O D
H at ch
C
0-
C
7_ D
8.
D W
G
FI
G U
ER
O
AJ
R
CLIN OPTION B - FRIJOLES CANYON WATER AND NATURAL GAS
LOOP: INCLUDES WATER AND GAS MAINS AND WATER SERVICE
LATERALS. FOR DETAILS SEE SPECIFICATION 01 27 00.
CLIN OPTION D - FRIJOLES CANYON NATURAL GAS LATERALS:
INCLUDES SERVICE LINE REPLACEMENT TO REGULATOR/METER.
FOR DETAILS SEE SPECIFICATION 01 27 00.
SEE SHEETS 02C034 TO 02C043
FOR WATERLINE PLAN AND
PROFILE AND NATURAL GAS
PLAN VIEW.
Digitally signed by Micah E. Johnson
17:09:12-06'00'
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LO
D
LOD
LOD
LOD
US
SD
US
SD
US
SD
US
SD
US
SD
USSD
USSD
USSD
USSD
USSD
USSD
USSD
USSD
USSD
USSD
USSD
USSD
USSD
USSD USSD USSD USSD USSD USSD USSD
US
SD
US
SD
U W
D
UWD
UWD
UWD
UWD
UWD
UWD
UWD
UWD
UWD
UWD
UWD
UWD
UWD
UWD
UWD
UWD
UWD
UWD
UWD
U W
D
UWD
UWD
UWD
UWD
UWD
UWD
UWD
UWD
UEB
UEB
UEB
UEB
UEB
UEB
UEB
UEB
UEB
UEB
UEB
UEB
UEB
UEB
UEB
UEB
UEB
UEB
UEB
UEB
UEB
UEB
UEB
SS
SS
E W
SS
U
SD
D
U
SD
D
U
SD
D
U
SD
D
U
SD
D
US
DD
US
DD
US
DD
6'' W
6'' W
6'' W
6'' W
6'' W
6'' W 6'' W
6'' W 6'' W
6'' W 6'' W
6'' W 6'' W
6'' W 6'' W
6'' W 6'' W
6'' W 6'' W
6' ' W
6'' W
X
X X
X X
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
X
X X
X
C-201 C-202 C-203
C-204 C-205
C-206 C-207
KEYPLAN
REPLACE FIRE HYDRANT, GATE
VALVE AND 6" DIP LATERAL
PER DETAIL 3, SHEET 02C301.
SEE ALSO SHEET 02C042.
6" W
SANITARY SEWER REPLACEMENT.
SEE SHEET 02C052
NEW FIRE HYDRANT, GATE
VALVE AND 6" DIP LATERAL
PER DETAIL 3, SHEET 02C301.
SEE ALSO SHEET 02C042.
CANYON SERVICE LATERALS KEYPLAN
SHEET KEYNOTES
3/
/2
9:
P
M
X G
-B or de r_
BA
N
D X
C -L
AY
O
U T-
SH
EE
TS
X
C -B
AN
D
P R
O
FI
LE
S
X C
-B
AN
D _2
D -E
G -M as te r X
C -L
AY
O
U T-
SH
EE
TS
C
AN
N
YO
N A
R
EA
X C
-U
TI
LI
TY
S
IT
E X
C -R
O
AD
W
AY
X C
-B
AN
D _P av em en t a nd L
O D
H at ch
C
0-
C
7_ D
8.
D W
G
FI
G U
ER
O
AJ
R
CLIN OPTION B - FRIJOLES CANYON WATER AND NATURAL GAS
LOOP: INCLUDES WATER AND GAS MAINS AND WATER SERVICE
LATERALS. FOR DETAILS SEE SPECIFICATION 01 27 00.
SEE SHEETS 02C034 TO 02C043 FOR
WATERLINE PLAN AND PROFILE AND
NATURAL GAS PLAN VIEW.
Digitally signed by Micah E. Johnson
17:10:02-06'00'
3' -6
3'
-6
FILL W/ CONCRETE AND
ROUND OFF TOP WITH
GROUT PLUG
4" SCH 40 STEEL PIPE,
GRIND SMOOTH ALL
ROUGH AREAS AND EDGES
TOP OF FINISH GRADE
OR SURFACE MATERIAL
CONCRETE
ENCASEMENT
1'-6"
MIN DIA
6"
MIN
1"
1" SLOPE
PAINT TO MATCH EXTERIOR OF
EQUIPMENT INFRASTRUCTURE
BEING PROTECTED
MIN WIDTH
PIPE ZONE
PIPE OD+1'
DEPTH OF COVER (MINIMUM 4', EXCEPT TO
CONNECT TO EXISTING)
TRENCH BACKFILL ABOVE PIPE ZONE
SURFACE RESTORATION. SEE NOTE 5
12" MIN
PIPE OUTSIDE
DIAMETER
PIPE BEDDING
MATERIAL
TRENCH
STABILIZATION
WHERE REQUIRED, SEE NOTE 3
MARKING TAPE. SEE NOTE 2
NOTES
1. SLOPE TRENCH WALLS OR SHORE EXCAVATIONS FOR CONSTRUCTION SAFETY AND IN ACCORDANCE WITH OSHA REQUIREMENTS.
IN GENERAL, TRENCHES NEED TO BE NARROW DUE TO SPACE CONSTRAINTS OF TREES AND ROADS.
2. INSTALL MARKING TAPE ON TOP OF PIPE ZONE AT TRENCH CENTERLINE AS SHOWN. SEE SPECIFICATION SECTION 31 23 23.15
TRENCH BACKFILL FOR MARKING TAPE DETAILS.
3. USE OVER EXCAVATION AND FOUNDATION STABILIZATION MATERIAL WHEN ORDERED BY CONTRACTING OFFICER WHEN
UNSUITABLE, UNEXPECTED TRENCH CONDITIONS ARE FOUND DURING CONSTRUCTION.
4. LOCATION OF ELECTRIC AND FIBER. SEE ELECTRICAL DRAWINGS FOR LOCATION OF ELECTRIC AND FIBER CONDUITS AND DUCT BANKS. SUPPORT EXISTING UTILITIES NEAR TRENCH AND AT CROSSINGS, AS SHOWN ON DRAWINGS.
5. SEE SHEETS 04C301 - 04C303 DETAIL B FOR PAVEMENT RESTORATION DETAILS.
6. INSTALL CLSM BACKFILL WHERE INDICATED ON DRAWINGS. SAND BAG SUPPORT WHERE CLSM IS USED. PIPE BEDDING
OTHERWISE. SEE DETAIL 2, SHEET 02C300 FOR EXISTING UTILITY CROSSINGS.
TRACER WIRE
SEE NOTE 1
1' MIN 1' MIN
3' M
IN
C
O
VE
R
FO
R N
G
ELECTRIC DUCT BANK WITH TRACER
WIRE WHERE APPLICABLE,
SEE NOTE 4.
GAS LINE WITH TRACER WIRE ALONG WATERLINE
ALIGNMENT WHERE INDICATED ON DRAWINGS.
1.
2.
3.
4.
12" TYP
CLSM SUPPORT IS REQUIRED:
12" TYP
NOTES:
PLAN SECTION
WHEN BOTH PIPELINES ARE NEW AND CLEARANCE BETWEEN THEM IS LESS THAN 12".
WHEN A NEW PIPELINE IS CROSSING OVER AN EXISTING PIPELINE AND THE
CLEARANCE BETWEEN THEM IS LESS THAN 12".
AT ALL PIPE CROSSINGS WHERE A NEW PIPELINE IS CROSSING UNDER AN
EXISTING PIPELINE.
REFER TO SPECIFICATION SECTION 31 23 23.15, TRENCH BACKFILL FOR CLSM
REQUIREMENTS.
LENGTH OF ENCASEMENT WHERE INDICATED ON DRAWING SUPERSEED DIMENSION ON
THIS DETAIL
CLSM
MINIMUM ALLOWABLE
CLEARANCE IS 6"
CONTROLLED
LOW-STRENGTH
MATERIAL (CLSM)
5.
MARKING TAPE FOR ELECTRICAL
12" MIN ABOVE DUCT BANK OR CONDUIT, SEE NOTE 2.
MARKING TAPE FOR BURIED GAS
12" MIN ABOVE GAS LINE. SEE NOTE 2.
6" MIN
UNDISTURBED EARTH, TYP
CLSM BACKFILL, WHERE
INDICATED ON DRAWING
SEE NOTE 6
CLASS I NONWOVEN GEOTEXTILE
ENVELOPE FOR TRENCH
STABILIZATION, SEE NOTE 3
M
AR
K
AT
8"
F O
R
D
EP
TH
PR
O
PE
R B
U R
IA
L
3.75"
ANCHOR
WATER
LINE
DECAL
2.88"
NOTES:
1. UTILITY MARKER POST SHALL BE
CARSONITE MODEL CUM-375 OR
APPROVED EQUIVALENT EQUIPPED
WITH EMBEDMENT ANCHOR.
2. COLOR FOR UTILITY BLUE FOR WATER.
TRACER WIRE
ATTACHED TO
CARRIER PIPE
TRACER WIRE
CARRIER
PIPELINE(S)
PER SECTION 31 46 00,
BACKFILL GROUTING ,NOTE 1
PER SECTION 31 46 00,
BACKFILL GROUTING.
PER SECTION 31 43 00,
STEEL CASING PIPE
NOTES
1. THE DIMENSIONS OF CASING SPACER RISERS AND RUNNERS SHALL BE AS RECOMMENDED BY
THE CASING SPACER MANUFACTURER, AS REQUIRED TO PROVIDE 2" MINIMUM CLEARANCE
BETWEEN THE PIPE AND THE CASING, AND TO ALLOW INSTALLATION OF THE CARRIER PIPE AT THE ELEVATIONS SHOWN ON THE PLAN AND PROFILE SEE SECTION 31 45 00, INSTALLATION OF CARRIER PIPE IN STEEL CASING. INSTALL THE CASING AT THE ELEVATIONS CORRESPONDING TO
THE CASING SPACER RISER AND RUNNER DIMENSIONS SO THAT THE CARRIER PIPE IS AT THE
ELEVATIONS SHOWN ON THE PLAN AND PROFILE.
CASING AS SPECIFIED
PER SECTION 31 43 00,
STEEL CASING PIPE
3/
/2
7:
P
M X
G -B or de r_
BA
N D
C
0_
D
8_ D
ET
AI
LS
.D
W G
FI
G
U
ER
O
AJ
R
FIBER LINE, SEE
SHEET 02C005
GAS LINE, SEE
SHEET 02C005
WATERLINE, SEE
SHEET 02C005
FINISHED
GRADE 1'
-0
1' -6" KEY OTHER THAN ROCK
1' -0" KEY IN ROCKNORMAL TRENCH
WALL BEYOND, TYP.
KEY CUTOFF INTO
UNDISTURBED EARTH OR
ROCK IN BOTH SIDES AND
BOTTOM
TOP OF CUTOFF MAY BE POURED
AS SEPARATE LIFT, PROVIDING TOP
OF THE PREVIOUSLY POURED LIFT
IS CLEAN, ROUGH AND DAMP WHEN
NEW LIFT IS POURED
SLOPE AS REQUIRED
TO CONSTRUCT AS
SHOWN
CLSM BACKFILL
SURFACE
RESTORATION,
TYP.
TRENCH
ZONE
PIPE ZONE
SEE
CLSM BACKFILL
PIPELINE
POUR CLSM BACKFILL AGAINST
COMPACTED BACKFILL ABOVE PIPE
ZONE WITHIN NORMAL TRENCH
AND KEY INTO UNDISTURBED
MATERIAL SHOWN
2' MIN
CROSS SECTION
LONGITUDINAL SECTION
26748
R E
E
NIGNE LANOIS
SE
F O
R P
OC
IXEM WE
N
NI
TR
AM .W TREBOR
Digitally signed by Micah E. Johnson Date: 2025.04.10
16:18:54-06'00'
Digitally signed by Robert W. Martin Date: 2025.04.10
17:12:55-05'00'
YARD HYDRANT
NO SCALE
RISER SAME SIZE
AS HOSE VALVE
ATTACH RISER TO
STIFFENER WITH
CONCRETE PAD REQD
IF NOT PENETRATING
SLAB
SLAB OR GRADE
3' -0
2'-0"x2'-0"x8"
GALV U-BOLT, TYP
3' -0
C4X5.4 GALVANIZED
CHANNEL STIFFENER
SEE NOTE 1.
NOTES:
CONNECT LATERAL TO
YARD HYDRANT
RESERVOIR
3/4" HOSE VALVE
1. CHANNEL STIFFENER AND RISER ATTACHMENT HARDWARE
SHALL BE GALVANIZED STEEL.
2. REMOVE AND DISPOSE EXISTING YARD HYDRANT. PROVIDE
NEW YARD HYDRANT AT APPROXIMATELY THE SAME
LOCATION.
RECONNECT EXISTING YARD HYDRANT
NO SCALE
CONNECT NEW LATERAL TO
EXISTING PIPE. MATCH DIAMETER
OF EXISTING LINE. INSTALL
FITTINGS AS NECESSARY WHERE
MATERIAL DIFFERS.
YARD HYDRANT (SHOWN) OR
CAMPGROUND WATER STATION
(NOT SHOWN) TO REMAIN
FIRE HYDRANT
NO SCALE NO SCALE
1'-0" RAD
MIN
LIMIT OF PAY ITEM
METER
SERVICE SADDLE W/ NEOPRENE
GASKET, WHERE SPECIFIED
CORPORATION
STOP
ANGLE METER
KEY VALVE
REPLACE ANGLE
METER COUPLING
W/ DUAL CHECK
VALVE
1'-0" RAD
M
IN
45 DEG
EXISTING
SERVICE LINE
METER BOX
SERVICE PIPE
NO SCALE
NOTES:
1. REMOVE AND REPLACE EXISTING WATER METER, METER SETTER, VALVES AND
METER CAN.
2. ABANDON EXISTING WATER SERVICE LINE BETWEEN DISTRIBUTION WATERLINE AND
EXISTING METER.
3. EXIST SERVICE LINE FROM REPLACED METER AND CAN TO BUILDINGS TO BE
REPLACED BY OTHERS (NOT IN THIS CONTRACT)
MJ HYDRANT OUTLET
6" DUCTILE IRON
VALVE BOX
MIN
OR SPECIFIED
3'-0"
2'-0" SQ2"
M
IN
2"
M
IN
SP
EC
IF
IE
D C
O
VE
R A
S
PRECAST CONC
PIER BLOCK,
16" SQ BASE
FINISH
GRADE
3/4" DRAIN
ROCK TO EL
6" ABOVE
WEEP HOLE
IN BARREL
UNLESS SHOWN
OTHERWISE
6" FLGxMJ
GATE VALVE
WATER MAIN W/
MJxFLG TEE
NOZZLE THREADS
AS SPECIFIED
CURB WHERE
APPLICABLE
AS SHOWN
NOTE:
1. ALL JOINTS TO BE RESTRAINED.
2. ONLY ONE FIRE HYDRANT TO BE PUT OUT OF
SERVICE AT TIME.
DISTRIBUTION MAIN
COMFORT STATIONS AND FLUSH HYDRANTS
SINGLE WATER LATERAL WITHOUT
SPRINKLER EXTENSION
2 FT
MIN
DISTRIBUTION MAIN
CAP (FOR FUTURE
SPRINKLER
CONNECTION)
MESA TOP RESIDENCES, FIRE TOWER
AND FIELD OPERATIONS CENTER (FOC)
NO SCALE
SINGLE WATER LATERAL WITH
SPRINKLER EXTENSION
EXISTING SERVICE LINE
TO REMAIN
DOWNSTREAM OF METER
EXIST SINGLE WATER
METER AND CAN, IF
METERED. REMOVE AND
REPLACE. SEE NOTES 1
AND 2.
CURB STOP
(FIELD LOCATE)
6" M
IN
EXISTING SERVICE LINE TO
REMAIN DOWNSTREAM OF
METER
VALVE. SEE
NOTES 1 AND 2
TRACER WIRE AND
TEST STATION
TRACER WIRE AND
TEST STATION
EXIST SLAB OR
GRADE
PROVIDE 1'-6"
SQ X 4" THICK
CONC PAD W/
PIPE DIA AND
MATERIAL
ENSCRIBED
CURB BOX
WARNING TAPE
TRACER WIRE
CURB STOP (AT METER
CLUSTERS, ONLY ONE
REQ'D UPSTREAM OF
BRANCH)
TO EXIST WATER
METER CAN, TYP.
4 LATERALS
SHOWN.
2" HDPE TEE, TYP
2" HDPE SERVICE
LATERAL
REDUCER
BUSHING,
TYP
2" HDPE
ELBOW,
TYP
NO SCALE
EXISTING METER BANK CONNECTION
CURB STOP W/ BOX
NEW VALVE BOX DETAIL 1,
SHEET 02C303 FOR GATE
VALVE. USE CURB STOP BOX
FOR CURB STOP
NEW GATE VALVE FOR EXISTING
LATERAL DIAMETERS GREATER THAN 2"
USE A CURB STOP FOR DIAMETERS
SMALLER THAN 2".
TRACER WIRE
AND TEST
STATION
CORP STOP
NOTES:
1. REMOVE AND REPLACE WATER METER AND CAN FOR JUNIPER
CAMPGROUND COMFORT STATIONS. DOCUMENT SIZE AND MATERIAL OF
EXIST SERVICE LINE DOWNSTREAM OF WATER METERS, SEE SECTION 33
12 13, WATER SERVICE CONNECTIONS.
2. FLUSH HYDRANTS DO NOT REQUIRE METERING.
2 FT
MIN
DISTRIBUTION MAIN
CAP (FOR FUTURE
SPRINKLER
CONNECTION)
ADMIN/CAFE BLDGS, STONEHOUSE ROAD
RESIDENCES, VISITOR CENTER AND
CASITAS
NO SCALE
MULTIPLE WATER LATERALS WITH
SPRINKLER EXTENSION
EXISTING SERVICE LINE TO
REMAIN DOWNSTREAM OF
METER . (ONLY ONE SHOWN)
4" GATE VALVE
METER BANK OF 2 TO 7
METERS AND CANS (4
SHOWN). REPLACE ALL
EXIST WATER METERS
AND CANS. CONNECT
NEW SERVICE LINES TO
METERS.
4 GATE VALVE.
SERVICE LATERAL.
SEE NOTE 1.
2" CURB STOP
2" SERVICE BRANCH SEE NOTE 1
METER BANK CONNECTION
NOTES:
1. REFER TO TABLE BELOW FOR SERVICE LATERAL, SERVICE BRANCH, AND VALVE
SIZE SPECIFICS FOR METER BANKS.
2. EXISTING METER BANK SHOWN FOR REFERENCE ONLY. HAND EXCAVATE METER
BANK AREA TO EXPOSE ALL LATERALS AND AS-BUILT CONFIGURATION.
DOCUMENT SIZE AND MATERIAL OF EXIST SERVICE LINE DOWNSTREAM OF
WATER METERS, SEE SECTION 33 12 13, WATER SERVICE CONNECTIONS.
VALVE. SEE NOTES 1
AND 2
SERVICE LATERAL
SEE NOTES 1 AND 2
CURB STOP
SERVICE BRANCH
SEE NOTE 1 AND 2
EXIST SINGLE WATER
METER AND CAN, IF
METERED. REMOVE AND
REPLACE. CONNECT NEW
SERVICE LINE TO METER.
NOTES:
1. SERVICE LATERAL TO FOC TO BE 4" DIA WITH 4" GATE VALVES WITH BOX. BRANCH
FROM 4" LATERAL TO METER CAN TO BE 2" WITH 2" CURB STOP.
2. SERVICE LATERAL TO RESIDENCES AND FIRE TOWER TO BE 2" DIA WITH 2" CORP
STOP AT CONNECTION TO WATER MAIN AND 2" CURB VALVE WITH BOX NEAR END
CAP. BRANCH FROM 2" LATERAL TO METER CAN TO BE 2" WITH 2" CURB STOP.
3. DOCUMENT SIZE AND MATERIAL OF EXIST SERVICE LINE DOWNSTREAM OF
WATER METERS, SEE SECTION 33 12 13, WATER SERVICE CONNECTIONS.
1" HDPE,
TYP
AL
L
N
EW
M
AT
ER
IA
L
TO
M
ET
ER
C
AN
S
HDPE SERVICE LATERAL
(SEE DWGS FOR SIZE)
2" CURB STOP
3/
/2
2:
P
M X
G -B or de r_
BA
N D
C
1_
D
8_ D
ET
AI
LS
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W G
FI
G
U
ER
O
AJ
R
WATER SERVICE
W/ EXIST METER
Digitally signed by Micah E. Johnson
17:11:10-06'00'
RIPRAP CHANNELS
NO SCALE
NO SCALE
2' 2'
TYPICAL SECTION
1. DITCH PROTECTION CLASS I RIPRAP
OF DITCH
3. PREPARED SUBGRADE
NOTES:
1. TERMINATE DRAIN LINES AT DAYLIGHT
ONTO SLOPE.
2. CUT PIPE PERPENDICULAR TO PIPE
SLOPE.
3. INSTALL FLANGED DUCKBILL VALVE AT
OUTLET WITH #24 MESH SS SCREEN
INSTALLED WITHIN DUCKBILL FLANGE.
INVERT OF DUCKBILL VALVE TO HAVE 6"
MIN AIR GAP ABOVE FINAL GRADE. SEE
ALSO DETAIL 1, THIS SHEET, SECTION A.
ENTRANCE ROAD TANK
OVERFLOW LINE
SLOPE
ENTRANCE RD
PROTECT EXISTING
HISTORIC DRAINAGE
CHANNEL
CLASS I RIPRAP
CHANNEL (BROWN
COLOR FAMILY)
ENTRANCE RD TANK OVERFLOW OUTLET
NO SCALE
D o
(D o)
(D o)
PLAN
SECTION A
A
6"5'
CLASS 1 NON-WOVEN
GEOTEXTILE KEY IN TO 6"
AROUND
PERIMETER
0%
EROSION CONTROL.
NOTE 1
FLANGED DUCKBILL
VALVE. NOTE 2.
BLUE TANK OVERFLOW OUTLET
FLANGED DUCKBILL
VALVE WITH 6" MIN AIR
GAP. NOTE 3.
CLASS 1
NON-WOVEN
GEOTEXTILE
ENTRANCE RD TANK AND MECHANICAL BUILDING
PCV
420 A PCV
420 B
PRV
PIT
PRV DETAIL
NO SCALE
3" M
IN
CONCRETE PAD,
SEE NOTE 2.
6" M
IN
NOTES:
1. EXTEND EROSION CONTROL CLASS I RIPRAP (BROWN COLOR
FAMILY) TO FLOWLINE OF BLUE TANK OVERFLOW PIPE.
2. INSTALL FLANGED DUCKBILL VALVE AT OUTLET WITH #24 MESH
SS SCREEN INSTALLED WITHIN DUCKBILL FLANGE.
BOLLARD, TYP OF 2
02C300
SE
E
D W
G
NOTES:
1. REFER TO SECTION 33 05 01, CONVEYANCE PIPING -
GENERAL, FOR PRV ENCLOSURE.
2. CONCRETE PAD, SEE DETAIL 0330-056, TYPE B ON SHEET
15S505.
3. VALVES OUTSIDE OF ENCLOSURE SEE SECTION 33 12 16,
WATER UTILITY DISTRIBUTION VALVES. VALVES INSIDE OF
ENCLOSURE SEE SECTION 40 27 02, PROCESS VALVES
AND OPERATORS.
4. HEAT TO BE PROVIDED BY (1) 1000 WATT, 120V SINGLE
PHASE HEATER.
5. FOUR INTERNAL BRACKETS AND CONCRETE ANCHORS TO
BE SUPPLIED WITH THE ENCLOSURE (NOT SHOWN).
6. STANDARD COLOR BEIGE FOR ENCLOSURE.
SECTION 1
22"
14"
4' M
IN
4' M
IN
SEE CIVIL
DRAWINGS FOR
CONTINUATION
SEE SHEET
02C032 FOR
CONTINUATION
4"
PCV
420 B
4' M
IN
2" V300
(NO HANDLE)
PRV
PIT
FSH
29 3/4
28"
DRAIN PORT (1
CENTERED EACH END)
D U
C
TI
LE
IR
O N
P
IP
E
AN
D F
IT
TI
N G
S
4" GATE VALVE
6" X 4" CONCENTRIC
REDUCER
4" X 2" CONCENTRIC
REDUCER
2" V300, TYP 2
(VERTICAL)
FHS
4" GATE VALVE
4" X 2" CONCENTRIC
REDUCER
6" X 4" CONCENTRIC
REDUCER
PLAN VIEW SECTION 2
PCV
420 A PCV
420 B
PRV
PIT
FHS
FHS
LOCKING HASP
LOCKING HASP
SECTION 3
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36"
36"
Digitally signed by Micah E. Johnson
17:11:46-06'00'
1"7/ 8"
1/ 2"
3/4" 32"
6"
3"
1"
3/
/2
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FLUSH HYDRANT
NO SCALE
VALVE BOX
3'-0"
2'-0" SQ
MIN
2" M
IN
C O
VE
R
A S
SP
EC
IF
IE
D
PRECAST CONC
PIER BLOCK,
16" SQ BASE
FINISH
GRADE
3/4" DRAIN
ROCK TO EL
6" ABOVE
WEEP HOLE
IN BARREL
UNLESS SHOWN
OTHERWISE
FLGxMJ
GATE VALVE
WATER MAIN W/
MJxFLG TEE
CURB WHERE
APPLICABLE
AS SHOWN
NOTE:
1. ALL JOINTS TO BE RESTRAINED.
PROVIDE 1'-6"
SQ X 4" THICK
CONC PAD W/
PIPE DIA AND
MATERIAL
ENSCRIBED
TRACER WIRE
AND TEST
STATION
FLUSH BOX
OR SPECIFIED
Digitally signed by Micah E. Johnson
17:12:25-06'00'
LIMIT OF
CONSTRUCTION
NEAR BUILDINGS
5'
FIELD LOCATE EXIST SANITARY
SEWER SERVICE LINE
CUT EXISTING SANITARY SERVICE LINE.
INSTALL EXTERIOR CLEANOUT AND
CONNECT NEW SEWER SERVICE TO
CLEANOUT.
EXIST BUILDING WALL
SEWER SERVICE CONNECTION
NO SCALE NO SCALE
ECCENTRIC MANHOLE TOP SECTION
NOTES:
1. WATERTIGHT PIPE PLUG
2. PROVIDE PIPE BEDDING
MATERIAL FOR A
MINIMUM OF 8" AROUND
CLEANOUT WYE
3. WYE
4. ASPHALT CONCRETE
5. OTHER AREAS
6. CLEANOUT FRAME AND
COVER
7. CONCRETE COLLAR
8. PIPE OD + 1"
9. 45° BEND
10. PLUG OR ADAPTER TO
SERVICE CONN PIPE AS
REQUIRED
11. SERVICE CONN PIPE, IF
REQUIRED
9"
9"
3/
8"
1'-5 1/8"
3"
2'-0" SQ
CLEANOUT
CLEANOUT FRAME AND COVER
NOTE:
1. WHERE EXISTING CLEANOUTS ARE NOT REPLACED BY
THIS PROJECT, CONNECT NEW SANITARY LATERALS TO
DOWNSTREAM END OF EXISTING WYE FITTING.
EXTERIOR CLEANOUT
NO SCALE
NOTES:
1. INVERT OF CHANNEL CONSTRUCTED TO UNIFORM FLOW LINES WITH
GRADUAL TRANSITION SECTIONS.
2. SLOPE 2" PER FOOT, TYP.
3. SEE ELEVATION VIEW.
4. SEE SPECIFICATION 33 05 13 MANHOLES.
5. FLEXIBLE MANHOLE CONNECTOR IS APPLICABLE FOR CONNECTION OF
REPLACEMENT PIPE TO EXISTING MANHOLE. RESILIENT CONNECTOR IS
APPLICABLE FOR NEW MANHOLES.
6. MANHOLE TO HAVE CRC SYSTEM NO. 2 AND MOISTURE VAPOR BARRIER
PER SPECIFICATION SECTION 33 05 13, MANHOLES.
7. INSTALL BUTYL SEALANT BETWEEN MANHOLE BARREL SECTIONS,
BETWEEN CONCRETE RISERS AND FRAME. REFER TO SPECIFICATION
SECTION 33 05 13, MANHOLES.
PRECAST BASE CAST-IN-PLACE BASE
M
AX
MANHOLE TOP
4"
MIN
6" M
IN
6" M
IN
GROUT IN EVEN
SLOPE FROM
FLOW LINE TO
FLOW LINE
MANHOLE STEPS
POURED OR PRECAST
CONC BASE AT
CONTRACTORS
OPTION
PRECAST MANHOLE
SECTIONS
STRUCTURAL FILL TO
UNDISTURBED
EARTH, 6" MIN
AS SPECIFIED
OR SHOWN
6" M
IN
PROVIDE JOINT
ON PIPE WITHIN
1'-6" OF OUTSIDE
FACE OF MANHOLE
FLEXIBLE /
RESILIENT
MANHOLE
CONNECTOR
NOTE 5
SLOPE 2"
PER 1'-0"
ELEVATIONBASE CHANNEL INVERT SHAPING
PLAN
FLOW
FLO
W
MANHOLE BASE SECTION
NO SCALE
2'-8"
PRECAST
ECCENTRIC CONE
MANHOLE BASE
MANHOLE
FRAME AND COVER
GROUT
FINISH GRADE
MANHOLE STEPS
PRECAST MANHOLE
SECTIONS
VARIES AS REQD
2" MINIMUM
12" MAXIMUM
PRECAST CONC
GRADE RINGS
48"
SEWER
1/8" R
SOLID COVER
SECTION
1"7/ 8"
1/ 2"
3/4" 30.5"
6"
3"
"SEWER" OR "STORM"
AS SPECIFIED
1"
NO SCALE
SEWER MANHOLE FRAME AND COVER
0.1' DROP TYPICAL
PRECAST BASE CAST-IN-PLACE BASE
MANHOLE TOP
4"
MIN
6" M
IN
6" M
IN
GROUT IN EVEN
SLOPE FROM
FLOW LINE TO
FLOW LINE
MANHOLE STEPS
POURED OR PRECAST
CONC BASE AT
CONTRACTORS
OPTION . FOR BASE
CHANNEL SHAPING SEE
PLAN VIEW
PRECAST MANHOLE
SECTIONS
STRUCTURAL FILL TO
UNDISTURBED
EARTH, 6" MIN
AS SPECIFIED
OR SHOWN
6" M
IN
FLEXIBLE / RESILIENT
MANHOLE CONNECTOR
SEE NOTE 2.
SLOPE 2"
PER 1'-0"
ELEVATION
0.1' MIN. DROP TYPICAL
NOTES:
1. CORE DRILL HOLE IN SEWER MAIN FOR SADDLE DIMENSIONS.
2. APPLY 2 BEADS OF SILICONE CAULK TO UNDERSIDE OF SADDLE AROUND OPENING.
3. SADDLE WYE FITTING. SEE SECTION 33 05 01.12, GRAVITY SEWER PIPE AND FITTINGS.
STAINLESS STEEL
CLAMP
PVC SDR26 SADDLE WYE
FITTING, SEE NOTE 3
EXIST. PVC MAIN
PVC SANITARY MAIN
SEWER DROP MANHOLE
NO SCALE
SADDLE WYE CONNECTION DETAIL
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LONG SWEEP
90-DEGREE ELBOW
MAIN COLLECTOR
FLOW DIRECTION
FLO
W D
IR
ECTIO
N
SERVIC
E LA
TERAL
COUPLING
NOTES:
1. SEE SPECIFICATION 33 05 13 MANHOLES.
2. FLEXIBLE MANHOLE CONNECTOR IS APPLICABLE FOR CONNECTION OF REPLACEMENT PIPE
TO EXISTING MANHOLE. RESILIENT CONNECTOR IS APPLICABLE FOR NEW MANHOLES.
3. MANHOLE TO HAVE CRC SYSTEM NO. 2 AND MOISTURE VAPOR BARRIER PER
SPECIFICATION SECTION 33 05 13, MANHOLES.
4. INSTALL BUTYL SEALANT BETWEEN MANHOLE BARREL SECTIONS, BETWEEN CONCRETE
RISERS AND FRAME. REFER TO SPECIFICATION SECTION 33 05 13, MANHOLES
SEE DWGS FOR
SIZE, TYP
Digitally signed by Micah E. Johnson
17:13:03-06'00'
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NOT USED
Digitally signed by Micah E. Johnson
17:13:38-06'00'
LIMIT OF CONSTRUCTION. REPLACE
EXISTING PLUG VALVE AND INSTALL
ANODELEES RISER TO THIS POINT.
LIMIT OF CONSTRUCTION. REPLACE
EXISTING PLUG VALVE AND INSTALL
ANODELEES RISER TO THIS POINT.
LIMIT OF CONSTRUCTION. REPLACE
EXISTING PLUG VALVE AND INSTALL
ANODELEES RISER TO THIS POINT.
LIMIT OF CONSTRUCTION. REPLACE
EXISTING PLUG VALVE AND INSTALL
ANODELEES RISER TO THIS POINT.
EXISTING GAS LINE
INTO…
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