B08_22R0022_At6_P2_Construction_Plans.pdf
PDF 12 MB Posted
- Attached to
- La Posa Lagoon GAOA Federal contract opportunity
- Solicitation number
- 140L0622R0022
About this file
This document provides details on a federal solicitation and related construction plans file. The solicitation number 140L0622R0022 from the Department of the Interior Bureau of Land Management National Office is seeking proposals for the La Posa Lagoon GAOA project. The related file B08_22R0022_At6_P2_Construction_Plans.pdf contains construction plans for the opportunity, which involves building improvements at the La Posa Lagoon recreation area. Interested parties should review the solicitation and plans file for full requirements and response guidance. The deadline and award dates are not specified in this document.
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Text version
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TITLE SHEET
G001 Vertical Benchmark = NGS Control Station E 479
(NAVD 88 Elevation) = 970.23'
Basis of Bearing:
BEARINGS SHOWN HEREON ARE RELATED TO THE 2011 ADJUSTMENTS OF THE ARIZONA COORDINATE SYSTEM, CENTRAL ZONE, NORTH AMERICAN DATUM OF 1983 (GRID)(IFT)
NGS CONTROL STATION E 479 AND NGS CONTROL STATION KEISER WERE UTILIZED, WHICH BEARS S33°36'52"E
RESPECTIVELY.
SHEET INDEX
SHEET NO. SHEET DESCRIPTION
G001 TITLE SHEET
G002 LEGEND AND GENERAL NOTES
C102 RV DUMP STATION SITE PLAN
C103 RV FILL STATION SITE PLAN
C104 RV DUMP STATION GRADING PLAN
C105 RV FILL STATION GRADING PLAN
C404
WATERLINE PIPING TO RV DUMP STATION - PLAN AND
PROFILE
C406
WATERLINE PIPING TO RV FILL STATION - PLAN AND
PROFILE
C500 DETAILS
C501 DETAILS
NOTES:
1. THE INFORMATION ON THESE DRAWINGS
CONCERNING TYPE AND LOCATION OF UTILITIES IS
NOT GUARANTEED TO BE ACCURATE OR ALL
INCLUSIVE. THE CONTRACTOR IS RESPONSIBLE
FOR MAKING HIS OWN DETERMINATION AS TO THE
TYPE AND LOCATION OF UTILITIES AS MAY BE
NECESSARY TO AVOID DAMAGE TO THESE
UTILITIES. CONTRACTOR SHALL CALL ARIZONA
ONE-CALL FOR LOCATIONS. PROTECT ALL BURIED
UTILITIES.
2. THE SUBSURFACE UTILITY QUALITY INFORMATION IN
THIS PLAN IS LEVEL D. THIS UTILITY QUALITY LEVEL
WAS DETERMINED ACCORDING TO THE GUIDELINES
OF CI/ASCE 38-02 ENTITLED "STANDARD GUIDELINES
FOR THE COLLECTION AND DEPICTION OF EXISTING
SUBSURFACE UTILITY DATA".
3. CONTRACTOR SHALL VERIFY ALL UTILITY
CONNECTION LOCATIONS PRIOR TO ANY UTILITY
CONSTRUCTION.
SIGN (NON STREET NAME)
BRUSHLINE/TREELINE
BUSH / SHRUB AND STUMP
DECIDUOUS AND CONIFEROUS TREE
BUILDING
RAILROAD TRACKS
STREET NAME SIGN
FENCE (UNIDENTIFIED)
SANITARY SEWER SERVICE & CLEANOUT
TRAFFIC SIGNAL
WATER SERVICE AND CURB STOP BOX
WATER MAIN, HYDRANT, VALVE AND MANHOLE
STORM SEWER, MANHOLE AND CATCH BASIN
SANITARY SEWER AND MANHOLE
PERMANENT EASEMENT
SOIL BORING
LIGHT POLE
OVERHEAD WIRE, POLE AND GUY WIRE
GAS MAIN, VALVE, VENT AND METER
BURIED TV CABLE, PEDESTAL AND MANHOLE
W
FM
SAN
CULVERT AND APRON ENDWALL
FORCE MAIN AND LIFT STATION
RIGHT OF WAY
EXISTING
P-BUR
E
T
T
G
G
X
CO
BURIED PHONE CABLE, PEDESTAL AND MANHOLE
BURIED FIBER OPTIC CABLE AND MANHOLE
FO
TV-BUR
TV
G
X
BARBED WIRE FENCE
XC
CHAIN LINK FENCE
XE
ELECTRIC WIRE FENCE
XWD
WOOD FENCE
XWW
WOVEN WIRE FENCE
PLATE BEAM GUARDRAIL
CABLE GUARDRAIL
T-BUR
WETLANDWET
HH
PROPERTY LINE
STM
HANDHOLE
POST / BOLLARD
RETAINING WALL
HORIZONTAL CONTROL POINT
BENCHMARK
SURVEY MARKER
XX"
G
LIFT
TV
P
E
XX
E
BURIED ELECTRIC CABLE, PEDESTAL, MANHOLE,
TRANSFORMER AND METER
ST
W
S
6+00
W
PROPOSED
FM
S
STORM SEWER, MANHOLE AND CATCH BASIN
DRAIN TILE
CULVERT AND APRON ENDWALL
DITCH / SWALE
SANITARY SERVICE AND CLEANOUT
RIGHT-OF-WAY
TEMPORARY EASEMENT
PERMANENT EASEMENT
WATER SERVICE AND CURB STOP BOX
SANITARY SEWER, BULKHEAD AND MANHOLE
WATER MAIN, TEE, HYDRANT, BULKHEAD AND VALVE
FORCE MAIN
STREET CENTERLINE
CONSTRUCTION LIMITS
WATER VALVE MANHOLE, REDUCER, BEND AND CROSS
RIPRAP
STREET NAME SIGN
SIGN (NON STREET NAME)
RETAINING WALL
S
ST
W
LEGEND
CC1
DETAIL
1/4" = 1'-0"
CROSS REFERENCE SYSTEM
CC1
CC1
DETAIL NUMBER
SHEET NUMBER
SHEET NUMBER
SECTION CUT NUMBER
SHEET NUMBER
SHEET SCALE
DETAIL TITLE
DETAIL NUMBER
DETAIL TITLE
SECTION CALLOUT
DETAIL CALLOUT
B
SECTION CUT LETTER
LIST OF ABBREVIATIONS
ACM ASBESTOS CONTAINING MATERIAL
AGG AGGREGATE
ALUM ALUMINUM
APPROX APPROXIMATELY
AWG AMERICAN WIRE GAUGE
BIT BITUMINOUS
BLDG BUILDING
BMK BENCHMARK
BMP BEST MANAGEMENT PRACTICE
BOC BACK OF CURB
BOP BEGINNING OF PROJECT
BOT BOTTOM
CL CENTER LINE
CB CATCH BASIN
CI CAST IRON
CIP CAST IRON PIPE
CL CLASS
CLR CLEAR
CLSM CONTROLLED LOW STRENGTH MORTAR
CO CLEANOUT
CONC CONCRETE
CONTR CONTRACTION
COR CORNER
CPP CORRUGATED POLYETHYLENE PIPE
CPT CONTROL POINT
CSP CORRUGATED STEEL PIPE
CY CUBIC YARDS
DIA DIAMETER
DIP DUCTILE IRON PIPE
E EAST
EF EACH FACE
EJ EXPANSION JOINT
EL ELEVATION
EOP END OF PROJECT
EQ EQUAL OR EQUALLY
EW EACH WAY
EX EXISTING
EXP EXPANSION
F&O FLUSHING & OBSERVATION
FES FLARED END SECTION
FF FRONT FACE
FJ FLANGED JOINT
FM FORCEMAIN
FT FOOT
GALV GALVANIZED
GL GUTTERLINE
GRD GROUND
GV GATE VALVE
HORIZ HORIZONTAL
HT HEIGHT
HYD HYDRANT
ID INSIDE DIAMETER
IN INCH
INV INVERT
L ANGLE IRON
LF LINEAR FEET
LG LONG
LT LEFT
MAX MAXIMUM
MH MANHOLE
MIN MINIMUM
MJ MECHANICAL JOINT
ADOT ARIZONA DEPARTMENT OF TRANSPORTATION
N NORTH
NO NUMBER
NOM NOMINAL
NPWM NON-POTABLE WATERMAIN
NST NATIONAL STANDARD THREAD
NTS NOT TO SCALE
OC ON CENTER
OD OUTSIDE DIAMETER
PC POINT OF CURVATURE
PI POINT OF INTERSECTION
PL PLATE
POLY POLYETHYLENE
PSI POUNDS PER SQUARE INCH
PT POINT OF TANGENCY
PVC POLYVINYL CHLORIDE
PVI POINT OF VERTICAL INTERSECTION
R&R REMOVE & REPLACE
RAD RADIUS
RCP REINFORCED CONCRETE PIPE
RCAP REINFORCED CONCRETE ARCH PIPE
REINF REINFORCEMENT
RET WALL RETAINING WALL
ROW RIGHT-OF-WAY
RR RAILROAD
RT RIGHT
S SOUTH
SAN SANITARY SEWER
SCH SCHEDULE
SDWK SIDEWALK
SHLD SHOULDER
SPA SPACES OR SPACED
SQ SQUARE
SST STAINLESS STEEL
STA STATION
STD STANDARD
STL STEEL
STM STORM SEWER
SWPPP STORMWATER POLLUTION PREVENTION PLAN
SY SQUARE YARD
TC TOP OF CASTING
TNH TOP NUT HEIGHT
TOC TOP OF CURB
TYP TYPICAL
UNO UNLESS NOTED OTHERWISE
VAR VARIES
VCP VITRIFIED CLAY PIPE
VERT VERTICAL
W WEST
W/ WITH
W1 POTABLE WATER
W3 PLANT WATER
WM WATERMAIN
WWTP WASTEWATER TREATMENT FACILITY
FLOOD BOUNDARY
WET
WETLAND
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LEGEND AND GENERAL
NOTES
G002
INTERMITTENT DRAINAGE
S
S
S
S
W
W
W
W
W
W
W
S
S
W
16.0'
50.0'
R
O
A
D
B
R
O
R20.0'
R30.0'
R40.0'
R20.0'
23.4'
52.0'
EXISTING 8" SDR 18 PVC
SANITARY SEWER LINE
EXISTING 4" C900 DR18
PVC WATER LINE
8 BAY RV DUMP STATION
PHASE I - 4 BAYS
PHASE II - 4 BAYS
EXISTING15'x5' MANUAL
SCREEN CONCRETE BOX
EXISTING BACKFLOW PREVENTER
EXISTING
" GATE VALVE WITH BOX
" PVC
6" THICK ADOT CLASS 2
AGGREGATE BASE
PHASE II
REMOVE CAP AND PRESSURE TREATED
MARKER AND EXTEND LINE TO LAST BAY
REFER TO SHEET C500 FOR LAYOUT DETAIL
APPROXIMATE EDGE
OF EXISTING ROAD
EXISTING
"X1
" DR18 TEE
EXISTING (2) 5,000 GALLON
SEPTIC TANK
REMOVE CAP AND PRESSURE TREATED
MARKER AND EXTEND LINE TO LAST BAY
EXISTING 4" GATE VALVE AND BOX
EXISTING 1
" HDPE
WATER LINE
EXISTING YARD HYDRANT
EXISTING
" SERVICE TAP
N=957951.5441
E=555844.4491
MATCH EXISTING
N=957969.3438
E=555859.6985
MATCH EXISTING
N=957926.6392
E=555875.7500
N=957878.9748
E=555887.1117
N=957736.6679
E=555822.6693
N=957703.8726
E=555828.0199
N=957407.6451
E=556103.2473
N=957401.9177
E=556122.9921
N=957445.7182
E=556289.3290
N=957439.3027
E=556309.6842
N=957948.0405
E=555885.0781
N=957697.7863
E=556085.8596
N=957661.1564
E=556119.8927
N=957643.3333
E=556027.2518
N=957606.7034
E=556061.2850
N=957771.3128
E=556094.9073
N=957865.4435
E=555997.3168
N=957851.3865
E=556013.7824
N=957764.9549
E=556100.8127
N=957520.1658
E=556257.8868
N=957495.5823
E=556164.5285
N=957758.4084
E=555920.3346
N=957845.6254
E=555959.8301
SE
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feetscale
30 6030
C102
RV DUMP STATION SITE PLAN
MATCH LINE SEE SHEET C103
W
W
W
W
W
W
W
W
W
W
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
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P
O
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P
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P
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P
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P
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P
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P
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P
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P
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EXISTING 4" C900 DR18 PVC WATER LINE
8 STALL - RV FILL STATION
4 BAYS - PHASE I
4 BAYS -PHASE II
R20.0'
R20.0'
R40.0'
R30.0'
25.0'
52.0'
EXISTING 4" 45° DR18 PVC BEND
EXISTING4" 45° DR18PVC BEND
EXISTING 4" 11.25° DR18 PVC BEND
16.0' (TYP.)
50.0'
6" THICK ADOT CLASS 2
AGGREGATE BASE
PHASE II
N=957207.1685
E=556507.2479
N=957186.9769
E=556510.1877
N=956946.4414
E=556411.1071
N=956924.3812
E=556415.6469
MATCH EXISTING
N=956920.1725
E=556421.4212
MATCH EXISTING
N=956706.6584
E=556676.4378
MATCH EXISTING
N=956696.8565
E=556686.6323
MATCH EXISTING
N=956689.1210
E=556713.5832
N=956724.4798
E=556882.1671
N=956709.5825
E=556922.1883
N=956678.0662
E=556946.3151
MATCH EXISTING
N=956693.3750
E=556966.0175
MATCH EXISTING
N=956952.0962
E=556791.3957
N=956912.6935
E=556619.0536
N=956967.4868
E=556678.0277
N=956930.8569
E=556712.0608
N=956876.0636
E=556653.0867
APPROXIMATE EDGE
OF EXISTING ROAD
N=956965.3988
E=556781.2953
N=956804.8904
E=556577.3110
MATCH EXISTING
N=957013.6063
E=556525.2947
N=957142.2140
E=556578.2703
N=956777.3999
E=556744.7560
N=956799.7643
E=556851.3849
REMOVE CAP AND PRESSURE
TREATED MARKER AND EXTEND
LINE TO LAST BAY
SE
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feetscale
30 6030
C103
RV FILL STATION SITE PLAN
REFER TO SHEET C501
FOR LAYOUT DETAIL
R
O
R
O
MATCH LINE SEE SHEET C102
W
W
W
W
W
W
W
W
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
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P
O
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P
O
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P
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P
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P
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P
O
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P
O
H
R20.0'
R20.0'
R30.0'
R40.0'
25.0'
52.0'
50.0'
16.0' (TYP.)
6" THICK ADOT CLASS 2
AGGREGATE BASE
PHASE II
POINT #
NORTHING
957207.17
957240.87
957186.98
956946.44
956920.17
956706.66
956922.35
956696.86
956689.12
956724.48
956709.58
956677.82
956693.38
956967.49
956930.86
956823.99
956860.62
956708.67
956671.90
956656.30
956903.34
956987.92
957042.99
956695.65
956658.94
956640.64
956888.11
957000.88
957056.01
957066.64
956914.12
956877.25
956706.80
EASTING
556507.25
556546.85
556510.19
556411.11
556421.42
556676.44
556418.26
556686.63
556713.58
556882.17
556922.19
556946.50
556966.02
556678.03
556712.06
556597.04
556563.01
556806.78
556775.51
556704.66
556410.85
556404.03
556450.88
556821.97
556790.74
556691.33
556397.89
556388.80
556435.70
556460.72
556620.45
556654.37
556797.88
ELEVATION
956.43
956.43
956.56
958.12
958.08
961.70
958.04
961.77
962.26
963.28
963.55
963.78
963.72
959.77
959.77
958.98
958.98
962.82
962.44
961.57
958.54
957.55
957.00
961.82
961.44
960.57
957.54
956.55
956.00
957.34
959.38
959.38
962.77
SE
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40 8040
C105
RV FILL STATION GRADING PLAN
R
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S
S
W
W
W
W
W
W
W
W
S
W
W
W
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
EXISTING 4" C900 DR18
PVC WATERLINE
EXISTING 8" PVC
SANITARY SEWER LINE
52.0'
23.4'
52.0'
6" THICK ADOT
CLASS 2
AGGREGATE
BASE
PHASE II
POINT #
NORTHING
957951.54
957926.64
957878.97
957736.67
957703.87
957407.65
957445.72
957439.30
957764.95
957771.31
957845.74
957858.79
957938.89
957969.34
957697.79
957590.92
957554.29
957661.16
957473.01
957397.28
957382.58
957394.03
957688.67
957744.92
957781.85
957808.75
957644.43
957578.40
957423.83
957646.36
957631.67
957506.41
957507.50
957593.08
957607.68
957539.60
957524.92
957535.36
957520.75
EASTING
555844.45
555875.75
555887.11
555822.67
555828.02
556103.25
556289.33
556309.68
556100.81
556094.91
556019.50
556005.71
555897.52
555859.70
556085.86
555970.84
556004.87
556119.89
556349.28
556183.92
556128.08
556088.60
555814.85
555804.45
555821.17
555855.32
556028.29
556089.47
556206.15
556133.56
556147.13
556011.54
555983.33
556075.91
556062.34
556018.35
556031.92
555984.50
555998.07
ELEVATION
948.05
948.29
948.02
948.48
949.01
952.65
954.35
954.48
950.65
950.56
949.50
949.31
947.96
948.04
951.80
950.90
950.90
951.80
954.48
952.56
952.04
951.65
948.03
947.48
947.15
948.74
950.85
951.35
953.53
951.30
951.79
950.75
950.26
950.93
951.35
950.57
950.90
950.75
950.39
SE
H
Pr oj ec t #
Ch ec ke d
By
Dr aw n By
Pr oj ec t S ta tu s Iss ue D at e
67 JD
H
CW
H
CO
NS
TR
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TI
ON
D
OC
UM
EN
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/30 /20
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De sc rip tio n Da te
Re vis io n
Iss ue
LA
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TV
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A
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LA
G O
O N
BU
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AU
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LA
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M
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AG
ME
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YU
MA
F
IE
LD
O
FF
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- C
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OR
AD
O
RI
VE
R D
IS
TR
IC
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OF
FI
CE
X:
\A
E\ B\
BL
MN
S\
\5-fin al-ds gn \51
-d ra wi ng s\1 0-
Ci vil
\ca d\d wg \sh ee t\1
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RV
D um p S tat ion G ra din g P lan
.dw g
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D S
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A
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feetscale
30 6030
C104
RV DUMP STATION GRADING PLAN
R30.0'
R40.0'
R20.0'
R20.0'
16.0'
50.0'
R
O
R
O
EXISTING GRADE
M A
T C
H
L I N
E
S
E
E
T
C
RV DUMPING
STATION
4" C900 DR18 PVC WATERMAIN
3' MIN. BURY TYP.
PROPOSED GRADE
45° BEND
45° DR18 BEND
4"X4" DR18 TEE WITH
SHUT OFF VALVE
STA 65+15.29
"X1
" DR-18 TEE
STA 68+28.86
62+50 63+00 63+50 64+00 64+50 65+00 65+50 66+00 66+50 67+00 67+50 68+00 68+50 69+00 69+50 70+00 70+50 71+0071+00
STA. 63+39.33
11.25° DR18 VERTICAL
MJ BEND
STA. 62+89.42
11.25° DR18 VERTICAL
MJ BEND
STA. 70+22.33
ELEV. 946.92
STA. 70+22.33
ELEV. 946.80
4" GATE VALVE
AND BOX
STA 68+09.97
BACKFLOW PREVENTER
STA 68+14.97
" HDPE WATERMAIN
PHASE I
PHASE II
TRANSITION FROM PHASE I TO PHASE II
STA 69+38.33
S
W W W
W W W
W W W
W
W
W
W
W
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
RV DUMPING STATION
EXISTING 8" SDR-35 PVC
SANITARY SEWER LINE
EXISTING
MANUAL SCREEN
CONCRETE BOX
00+62 00+63
00+64 00+65
00+66 00+67
00+68
00+69 00+70
86.47+70
EXISTING 4" C900 DR18 PVC
WATERLINE
EXISTING 4" C900 DR18
PVC WATER LINE
EXISTING 1
"X1
" TEE
N=957546.31
E=555981.41
EXISTING 1
GATE VALVE
N=957556.10
E=555979.11
4" 11.25° MJ
BEND
N=957294.04
E=555790.52
EXISTING 1
"" 45°
HDPE BEND
N=957545.26
E=556009.85
S
EXISTING 4"X4" DR18
TEE WITH 4" GATE
VALVE AND BOX
STA. 65+29.15 =
STA. 80+50.00
N=957337.82
E=555749.85
EXISTING
5,000 GALLON
SEPTIC TANK
EXISITNG 1
" 45°
HDPE BEND
N=957546.56
E=555974.52
SS
S S
SS
S
S S
L12
L
L14
EXISTING 1
" 45°
HDPE BEND
N=957553.49
E=555981.72
EXISITNG 4" 11.25° DR18
VERTICAL MJ BEND
N=957184.13
E=555584.43
EXISTING 4" 11.25° DR18
VERTICAL MJ BEND
N=957218.16
E=555621.06
REMOVE CAP AND PRESSURE TREATED
MARKER AND EXTEND LINE TO LAST BAY
N=957600.40
E=556069.19
EXISTING 4" GATE
VALVE AND BOX
N=957538.40
E=555965.73
EXISTING BACKFLOW
PREVENTER
N=957541.80
E=555969.39
EXISTING 1
" HDPE
WATERMAIN
EXISTING YARD
HYDRANT
N=957549.76
E=555985.54
SE
H
Pr oj ec t #
Ch ec ke d
By
Dr aw n By
Pr oj ec t S ta tu s Iss ue D at e
67 JD
H
CW
H
CO
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TR
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TI
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D
OC
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EN
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/30 /20
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Re vis io n
Iss ue
LA
P
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O N
W A
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TV
A
W A
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EW
A
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LA
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O N
BU
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AU
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LA
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M
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AG
ME
NT
YU
MA
F
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LD
O
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OR
AD
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R D
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OF
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X:
\A
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BL
MN
S\
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-d ra wi ng s\1 0-
Ci vil
\ca d\d wg \sh ee t\1
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RV
W ate rlin e D um p a nd F ill St ati on
P &P
.dw g
Ju ly
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feetscale
40 8040
WATERLINE PIPING TO RV
DUMP STATION - PLAN AND
PROFILE
C404
M A
T C
H
L
I N
E
S
E
EXISTING ENCASED
SANITARY SEWER PIPE IN
CONCRETE
GENERAL NOTES:
1. CONCRETE THRUST BLOCKS ARE TO BE PLACED AT
ALL PIPE BENDS. SEE SHEET C502 FOR THRUST
BLOCK DETAIL
2. MATCH EXISTING GRADE UPON COMPLETION OF
PIPE INSTALLATION.
MATCH LINE SEE SHEET C405
RV FILL
STATION
4" C900 DR18 PVC WATERMAIN
EXISTING GRADE
M A
T C
H
L I N
E
S
E
11.25° DR18 MJ BEND
STA 89+25.96
45° DR18 MJ BEND
STA 89+82.86
45.5° DR18 MJ BEND
STA 89+30.27
86+00 86+50 87+00 87+50 88+00 88+50 89+00 89+50 90+00 90+50 91+00 91+50 92+00
3' MIN. BURY TYP.
PRPOSED GRADE
PHASE I PHASE II
TRANSITION FROM PHASE I TO PHASE II
STA 90+96.97
W W
W W
W W
W
W
W
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
00+85
00+86
00+87 00+88
00+89
EXISITNG 4" C900 DR18 PVC WATER LINE
RV FILL STATION
SEE DETAIL SHEET C501
EXISTING 4" 11.25° DR18
MJ BEND
N=956848.69
E=556474.51
EXISTING 4" 45° DR18
MJ BEND
N=956845.64
E=556477.56
EXISTING 4" 45° DR18 MJ BEND
N=956843.71
E=556530.12
L16
L
L
L
REMOVE CAP AND PRESSURE TREATED
MARKER AND EXTEND LINE TO LAST BAY
N=956921.38
E=556613.71
SE
H
Pr oj ec t #
Ch ec ke d
By
Dr aw n By
Pr oj ec t S ta tu s Iss ue D at e
67 JD
H
CW
H
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TR
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/30 /20
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Re vis io n
Iss ue
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OF
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X:
\A
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BL
MN
S\
\5-fin al-ds gn \51
-d ra wi ng s\1 0-
Ci vil
\ca d\d wg \sh ee t\1
7_
RV
W ate rlin e D um p a nd F ill St ati on
P &P
.dw g
Ju ly
, 2
1 -
:15
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UN
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D S
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EP
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IN
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feetscale
40 8040
WATERLINE PIPING TO RV
FILL STATION - PLAN AND
PROFILE
C406
M A
T C
H
L
I N
E
S
E
GENERAL NOTES:
1. CONCRETE THRUST BLOCKS ARE TO BE PLACED AT
ALL PIPE BENDS. SEE SHEET C502 FOR THRUST
BLOCK DETAIL
2. MATCH EXISTING GRADE UPON COMPLETION OF
PIPE INSTALLATION.
S
S
S
S
W
W
8'-0"
8'-0"
16'-0"
19'-6"
6" CURB
4" SELF-CLOSING,
FOOT OPERATED COVER, TYP.
P
T
R
L
I
N
E
RV RINSE TOWER
(TYP.)
50'-0"
1'-6"
3'-0", TYP.
10'-0"
R
O
31 LF 3/4" HDPE
TO RINSE TOWER
"X 3/4" TEE
(TYP.)
8'-0" 8'-0" 1'-0" 9"
6" FIBER REINFORCED
CONCRETE SLAB
6"x4" WYE (TYP.)
4" SELF-CLOSING,
FOOT OPERATED COVER (TYP.)
6" (MIN.)
18" (MIN.)
6"
4" SDR-35 PVC
6" SDR-35 PVC
2.0% 2.0%
2.0% (MIN.)
1'-0"9"
19'-6"
"/F
T
F T
6"X4" 90°BEND
6"
WATER TOWER
3/4" BRASS BALL VALVE
WITH HAND LEVER
BRACKET, TYP.
FROST LINE
3/4" BRASS BALL VALVE
WITH HAND LEVER
3/4" STAINLESS STEEL PIPE
3/4"HDPE PIPE
2'-0"
2'-0"
1'-0"
1'-8"
BOLT SPACING TO BE
DETERMINED BY
OTHERS
SE
H
Pr oj ec t #
Ch ec ke d
By
Dr aw n By
Pr oj ec t S ta tu s Iss ue D at e
67 JD
H
CW
H
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Re vis io n
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A
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A
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BU
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AG
ME
NT
YU
MA
F
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- C
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OR
AD
O
RI
VE
R D
IS
TR
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T
OF
FI
CE
X:
\A
E\ B\
BL
MN
S\
\5-fin al-ds gn \51
-d ra wi ng s\1 0-
Ci vil
\ca d\d wg \sh ee t\1
7_ De tai ls.
dw gJ uly
, 2
1 -
:00 :02
A M
UN
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D S
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RV DUMP STATION BAY SECTION
N.T.S.
6" THICK FIBER REINFORCED
CONCRETE SLAB
feetscale
5 105
2.5
C500
DETAILS
RV RINSE TOWER
N.T.S.
RV DUMP STATION BAY
N.T.S.
W
W
W
W
W
CURB BOX WITH SHUT OFF VALVE (TYP.)
WATER FILL RISER WITH
DOUBLE SPIGOT (TYP.)
16'-0"
3'-0"
6" (TYP.)
1" WATER SERVICE
(TYP.)
20'-0", TYP.
P
V
R
V
I
L
I
N
E
16'-0"
8'-0" 8'-0"
6"
6" (MIN.)
18" (MIN.)
WATER FILL RISER
WITH DOUBLE SPIGOT
2.0% 2.0%
6" THICK ADOT CLASS 2 AGGREGATE SURFACING
SE
H
Pr oj ec t #
Ch ec ke d
By
Dr aw n By
Pr oj ec t S ta tu s Iss ue D at e
67 JD
H
CW
H
CO
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TR
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TI
ON
D
OC
UM
EN
TS
/30 /20
Re v.
De sc rip tio n Da te
Re vis io n
Iss ue
LA
P
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SA
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O N
W A
SH
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TV
A
W A
ST
EW
A
TE
R
LA
G O
O N
BU
RE
AU
O
F
LA
ND
M
AN
AG
ME
NT
YU
MA
F
IE
LD
O
FF
IC
E
- C
OL
OR
AD
O
RI
VE
R D
IS
TR
IC
T
OF
FI
CE
X:
\A
E\ B\
BL
MN
S\
\5-fin al-ds gn \51
-d ra wi ng s\1 0-
Ci vil
\ca d\d wg \sh ee t\1
7_ De tai ls.
dw gJ uly
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1 -
:58 :34
A M
UN
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D S
TA
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S D
EP
A
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M
EN
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O F
TH
E
IN
TE
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O
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BU
RE
A
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F
LA
N D
M A
N A
G
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EN
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PH
A
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II
RV FILL STATION BAY SECTION
N.T.S.
6" THICK ADOT CLASS 2 AGGREGATE SURFACING
feetscale
5 105
2.5
C501
DETAILS
A
A
50'-0"
2'-0"
6"
8"
1'-8"
2'-6"
RV FILL STATION BAY
N.T.S.
10'-0", TYP.
1'-6"
8"
35 LF OF 1" HDPE
1" SERVICE TAP
(TYP.)
| 151467_Title Sheet_La Posa1-G001 TITLE SHEET (2) |
| Sheets and Views |
| G001 TITLE SHEET (2) |
| 151467_General Legend and Notes-G002 LEGEND AND GENERAL NOTES |
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| 151467_RV Waterline Dump and Fill Station P&P-C404 WATERLINE PIPING TO RV DUMP STATION - PLAN AND PROFILE |
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| 151467_RV Waterline Dump and Fill Station P&P-C406 WATERLINE PIPING TO RV FILL STATION - PLAN AND PROFILE |
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| 151467_Details-C500 DETAILS |
| Sheets and Views |
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| 151467_Details-C501 DETAILS |
| Sheets and Views |
| C501 DETAILS |
File details come from the government source that posted it. Updated .