B08_22R0022_At1_P1_Construction_Plans_Vol1.pdf
PDF 44 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. Solicitation number 140L0622R0022 from the Department of the Interior Bureau of Land Management seeks offers for the La Posa Lagoon GAOA project. The related file B08_22R0022_At1_P1_Construction_Plans_Vol1.pdf contains plans for the construction portion of the opportunity, which involves work on a lagoon habitat area. Offerors should review both documents for requirements and technical specifications applicable to providing labor, materials, and services for the La Posa Lagoon GAOA project. The solicitation type is noted as a request for proposals, with no further information provided on response dates, award timing, or other contractual terms.
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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
GP001 HYDRAULIC PROFILE
GP002 WASTEWATER PROCESS FLOW DIAGRAM
C100 OVERALL SITE PLAN
C101 PUMPHOUSE SITE PLAN
C102 RV DUMP STATION SITE PLAN
C103 RV FILL STATION SITE PLAN
C104 RV DUMP STATION GRADING PLAN
C105 RV FILL STATION GRADING PLAN
C106 PUMPOUSE GRADING PLAN
C200 POND GRADING PLAN
C201 POND CROSS-SECTIONS
C202 POND TYPICAL DIKE SECTIONS
C203 POND PIPING AND UTILITIES PLAN
C204 POND PIPING PROFILES
C205 POND PIPING PROFILES
C300 INFLUENT PIPING TO PONDS - PLAN AND PROFILE
C301 INFLUENT PIPING TO PONDS - PLAN AND PROFILE
C302 INFLUENT PIPING TO PONDS - PLAN AND PROFILE
C400 WATERLINE PIPING TO PUMPHOUSE - PLAN AND PROFILE
C401
WATERLINE PIPING TO RV DUMP STATION - PLAN AND
PROFILE
C402
WATERLINE PIPING TO RV DUMP STATION - PLAN AND
PROFILE
C403
WATERLINE PIPING TO RV DUMP STATION - PLAN AND
PROFILE
C404
WATERLINE PIPING TO RV DUMP STATION - PLAN AND
PROFILE
C405
WATERLINE PIPING TO RV FILL STATION - PLAN AND
PROFILE
C406
WATERLINE PIPING TO RV FILL STATION - PLAN AND
PROFILE
C407 REJECT STREAM DRAIN PIPE - PLAN AND PROFILE
C408 REJECT STREAM DRAIN PIPE - PLAN AND PROFILE
C500 DETAILS
C501 DETAILS
C502 DETAILS
C503 DETAILS
C504 DETAILS
C505 POND DETAILS
C506 POND DETAILS
C507 POND DETAILS
C508 POND DETAILS
C509 POND DETAILS
C510 POND DETAILS
C511 POND DETAILS
C600 EROSION CONTROL PLAN
P001 PUMPHOUSE PLAN
P002 PUMPHOUSE SECTIONS
P003 PUMPHOUSE SECTIONS
P004 WELL PLAN
P005 WATER TANK STORAGE
P006 TANK DETAILS
P007 TANK DETAILS
A100 PUMPHOUSE
A101 PUMHOUSE
S001 GENERAL STRUCTURAL NOTES AND TYPICAL DETAILS
S101 FOUNDATION PLAN
S102 BASIS OF TANK DESIGN - PLAN SECTION
S301 BUILDING SECTIONS
S500 FOUNDATION DETAILS
M001 MECHANICAL COVER SHEET
M102 PUMPHOUSE MECHANICAL PLAN
M200 MECHANICAL SCHEDULES
M201 MECHANICAL SCHEDULES
M202 MECHANICAL SCHEDULES
M203 MECHANICAL SCHEDULES
M204 MECHANICAL SCHEDULES
E001 ELECTRICAL COVER SHEET
E100 ELECTRICAL OVERALL SITE PLAN
E101 PUMPHOUSE ELECTRICAL SITE PLAN
E102 PUMPHOUSE ELECTRICAL PLAN
E103 WASTEWATER POND BLOWER ELECTRICAL PLAN
E400 ELECTRICAL ONE-LINE DIAGRAMS
E500 ELECTRICAL SCHEDULES
E501 ELECTRICAL COMCHECK
E502 ELECTRICAL COMCHECK
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
SE
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Pr oj ec t #
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LEGEND AND GENERAL
NOTES
G002
INTERMITTENT DRAINAGE
960 DISTRIBUTION LINE
ELEV = 951'
50,000 GALLON TANK
FLOOR ELEV = 937'
WEST ELEVATION
PUMPHOUSE
ELEV = 936'
= 680'
DEPTH OF WELL
DEPTH BELOW GROUND
STATIC WATER LEVEL = 388'
PUMPING WATER LEVEL
(AUG. 19, 2020)
436' @ 15 GPM
449' @ 20 GPM
HGL = 1080'
STATIC PRESSURE = 63 PSI DOMESTIC
PRESSURE = 55 PSI
WELL-55-232032
DRILLER LOGGED
SURFACE ELEV = 920'
RV WW DUMP STATION
ELEV = 950'
RINSE WATER
PRESSURE = 54.6 PSI
OVERFLOW ELEVATION
ELEV = 957'
GP001
HYDRAULIC PROFILE
Scale: 1/2" = 1'-0"
WATER SYSTEM
BASIS OF DESIGN
DEPTH OF WELL (FEET)
STATIC WATER LEVEL (FEET)
PUMP SETTING (FEET)
FLOW
IDEAL SCENARIO 1
RVs SERVED (PER DAY)
AVERAGE RV TANK SIZE (GAL.)
CAMPSITE POTABLE WATER
DAILY DEMAND (GPD)
IDEAL SCENARIO 2
CAMPSITES SERVED
PEOPLE PER CAMPSITE
GALLONS PER PERSON, PER DAY
CAMPSITE POTABLE WATER
DAILY DEMAND (GPD)
CURRENT SCENARIO
WELL FLOW (GPM)
IDEAL DAILY FLOW (GALLONS)
WATER AVAILABLE FOR
WASTEWATER POND DILUTION
(GPD)
680' 388' 480'
63,000
2.5
135,000
28,800
5,300
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RV DUMP STATION
SEPTIC TANK #2
PRIMARY POND
(AERATED LAGOON)
SECONDARY POND
BLOWER
MS
MANUAL
SCREEN
SEPTIC TANK #1
SP #1 SP #2
B
BLOWER
PRIMARY POND BYPASS
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WASTEWATER PROCESS
FLOW DIAGRAM
GP002
S
S
S
S
S
W
W
W
W
W
W
W
W
W
W
W
S
X
C
X
C
X
C
X
C
X
C
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W
W
W
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P-OHP-OH
RV DUMP STATION
PHASE I - 4 BAYS
PHASE II - 4 BAYS
22'x24' PUMP HOUSE
50,000 GALLON WATER STORAGE TANK
WELLHEAD
6'X6' CONCRETE PAD
SANITARY SEWER LINE
WATER LINE
WASTEWATER PONDS
BLOWERS
14.5' X 5' MANUAL SCREEN
CONCRETE BOX
6" THICK ADOT CLASS 2
AGGREGATE BASE
6' HIGH CHAINLINK SECURITY FENCE
SEH NO.5 RBR RPC
974.79
SET PANEL REBAR
931.56
6" THICK ADOT CLASS 2
AGGREGATE BASE
RV FILL STATION
PHASE I - 4 BAYS
PHASE II - 4 BAYS
(2) 5,000 GALLON
SEPTIC TANKS
LA POSA TYSON CONTACT STATION
500' SETBACK
R
O
A
D
TEE WITH SHUTOFF
VALVE
SEE SHEET C101
SEE SHEET C203
SEE SHEET C300
SEE SHEET C301
SEE SHEET C103
SEE SHEET C105
REJECT
WATER LINE
END MAIN HERE.
ADD LAST SERVICE
OF PHASE I
END MAIN HERE.
ADD LAST SERVICE
OF PHASE I.
PROJECT SURPLUS STOCKPILE
AREA. CONTRACTOR SHALL
STOCKPILE IN NEAT AND TIGHT
MANNER. APPROXIMATE AREA
AVAILABLE FOR USE IS 1.5 ACRES,
WITH A 3/4-MILE HAUL RADIUS
PRIMARY SURVEY CONTROL POINT TABLE
POINT #
NORTHING
956073.14
966196.73
947349.54
959789.10
EASTING
557739.05
545381.76
557945.90
555415.70
ELEVATION
974.79
970.23
1041.67
931.56
DESCRIPTION
SEH NO.5 RBR RPC
NGS E 479
NGS KEISER
SET PANEL REBAR
*NOTE: CONTROL POINTS 503 AND 504 ARE LOCATED OUTSIDE THE
BOUNDS OF THIS SHEET.
feetscale
200 400200
SE
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Pr oj ec t #
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Pr oj ec t S ta tu s Iss ue D at e
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OVERALL SITE PLAN
C100
GENERAL NOTES:
1. HORIZONTAL CONTROL DATUM IS BASED ON THE
2011 ADJUSTMENT OF THE ARIZONA COORDINATE
SYSTEM, WEST ZONE, NORTH AMERICAN DATUM OF
1983 (GRID)(IFT).
2. VERTICAL DATUM IS BASED ON NAVD 88.
3. SEE SHEET C101 FOR PUMPHOUSE SITE PLAN.
4. SEE SHEET C102 FOR RV DUMP STATION SITE PLAN.
5. SEE SHEET C103 FOR RV FILL STATION SITE PLAN.
6. SEE SHEET C200 FOR POND GRADING PLAN.
W
S
SEH NO.5 RBR RPC
974.79
EXISTING MAJOR ROAD
EXISTING MINOR ROAD
PROPOSED WATER LINE
PROPOSED SANITARY SEWER LINE
SURVEY CONTROL POINT
LEDGEND
W W W W W W W W
W W W W W W W W
X C
X C
X C
XCXCXC
X C
X C
X C
X C
X C
XC XC
X C
W
W
W
W
W
W
W
P-OHP-OHP-OHP-OHP-OH
22'x24' PUMPHOUSE
REFER TO SHEET P001 FOR
LAYOUT DETAIL
50,000 GALLON
WATER STORAGE TANK
4" C900 DR18 PVC TO RV FILL AND DUMP STATIONS
2" C900 DR18 PVC FROM WELL HEAD
O
L
Y
U
M
R
O
A
D
4" C900 DR18 PVC
FILL/DRAIN LINES
GRAVEL ACCESS DRIVEWAY
6' HIGH CHAIN LINK
SECURITY FENCE
16' VEHICULAR GATE
N=957890.3679
E=553669.6639
N=957804.5540
E=553619.6639
N=957804.5540
E=553669.6639
N=957880.3679
E=553636.1639
N=957880.3679
E=553655.6639
N=957856.3679
E=553636.1639
N=957856.3679
E=553655.6639
N=957880.3679
E=553669.6639
N=957864.3450
E=553669.6639
N=957879.3861
E=553688.0094
N=957886.9247
E=553692.5800
N=957862.9810
E=553695.1510
N=957852.6590
E=553711.6004
N=957829.5540
E=553644.6639
RADIUS=15'
N=957890.3679
E=553619.6639
R5.00
R20.00
2" 22.5° BEND
N=957905.8888
E=553636.1639
6" THICK ADOT CLASS 2 AGGREGATE SURFACING
END AT LIMITS OF CHAIN LINK FENCING
90° BEND
N=957883.3679
E=553653.1639
C511
C511
N=957880.3679
E=553633.6639
N=957880.3679
E=553653.1639
N=957856.3679
E=553653.1639
N=957856.3679
E=553633.6639
4" GATE VALVE
N=957848.8680
E=553636.1639
4" 45° BEND
N=957840.8679
E=553636.1639
4" 45° BEND
N=957835.8679
E=553631.1639
4" 90° BEND
N=957830.3679
E=553631.1639
4" 45° BEND
N=957835.8679
E=553658.1639
4" 90° BEND
N=957830.3679
E=553658.1639
4" 45° BEND
N=957840.8679
E=553653.1639
4" GATE VALVE
N=957849.8679
E=553644.6639
4" GATE VALVE
N=957848.8680
E=553653.1639
N=957863.4179
E=553655.6639
4" C900 DR18 PVC REJECT WATER LINE
W
W
W
6'x6' CONCRETE PAD
PITLESS ADAPTOR (REFER
TO SHEET P003 FOR
LAYOUT DETAIL)
N=958318.9047
E=553455.6278
4'x4' WELL HEAD
SECURITY ENCLOSURE
2" C900 PVC TO PUMPHOUSE
45° DR18 BEND
N=958318.9047
E=553463.1278
22.5° DR18 BEND
N=958315.5599
E=553466.4726
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
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/30 /20
Re v.
De sc rip tio n Da te
Re vis io n
Iss ue
LA
P
O
SA
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O N
W A
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L
TV
A
W A
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EW
A
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LA
G O
O N
BU
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LA
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R D
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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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A M
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D S
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A
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A
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I
C101
PUMPHOUSE SITE PLAN
feetscale
10 2010 feetscale
5 105
2.5
6' EXISTING GRAVEL ROAD
MATCH LINE SEE SHEET C101
MATCH LINE SEE SHEET C101 IN SET
S
S
S
W
W
W
W
W
W
W
S
S
W
16.0'
50.0'
R
O
R
O
R20.0'
R30.0'
R40.0'
R20.0'
23.4'
52.0'
8" SDR 18 PVC
SANITARY SEWER LINE
4" C900 DR18 PVC WATER LINE
8 BAY RV DUMP STATION
PHASE I - 4 BAYS
PHASE II - 4 BAYS
15'x5' MANUAL SCREEN
CONCRETE BOX
BACKFLOW PREVENTER
" GATE VALVE WITH BOX
" PVC
6" THICK ADOT CLASS 2
AGGREGATE BASE
PHASE I
"X3/4" TEE
INSTALL 3 FEET STUB TO PHASE II AND CAP
PLACE 4X4 PRESSURE TREATED MARKER
AT END OF STUB EXTENDING 3 FEET
ABOVE GROUND. PAINT BLUE
REFER TO SHEET C500 FOR LAYOUT DETAIL
APPROXIMATE EDGE
OF EXISTING ROAD
"X1
" DR18 TEE
(2) 5,000 GALLON
SEPTIC TANK
STUB AND CAP SANITARY LINE 10' PAST
DUMP STATION FOR FUTURE EXPANSION
PLACE 4X4 PRESSURE TREATED MARKER
AT END OF STUB EXTENDING 3 FEET
ABOVE GROUND. PAINT GREEN
4" GATE VALVE AND BOX
" HDPE WATER LINE
YARD HYDRANT
" 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=957590.9223
E=555970.8418
N=957554.2924
E=556004.8750
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
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
UC
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
O
SA
T
YS
O N
W A
SH
L
TV
A
W A
ST
EW
A
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LA
G O
O N
BU
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AU
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LA
ND
M
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AG
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YU
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F
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O
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OR
AD
O
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R D
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TR
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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
7_
RV
D um p S tat ion S ite .dw g Ju ly
, 2
1 - 9:
:40
A M
UN
ITE
D S
TA
TE
S D
EP
A
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M
EN
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O F
TH
E
IN
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O
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BU
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A
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F
LA
N D
M A
N A
G
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EN
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I 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
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
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'
4" 45° DR18 PVC BEND
4" 45° DR18PVC BEND
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=956860.6228
E=556563.0099
N=956823.9930
E=556597.0430
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
STUB 4" PVC 3" AND CAP FOR
PHASE II CONNECTION
PLACE 4X4 PRESSURE TREATED
MARKER AT END OF STUB
EXTENDING 3 FEET ABOVE
GROUND. PAINT BLUE
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
UC
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
O
SA
T
YS
O N
W A
SH
L
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
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- C
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OR
AD
O
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VE
R D
IS
TR
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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
7_
RV
F ill
St ati on S ite .dw g Ju ly
, 2
1 - 9:
:52
A M
UN
ITE
D S
TA
TE
S D
EP
A
RT
M
EN
T
O F
TH
E
IN
TE
RI
O
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BU
RE
A
U O
F
LA
N D
M A
N A
G
EM
EN
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PH
A
SE
I 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
S
S
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
4" C900 DR18PVC WATERLINE
8" PVC SANITARY SEWER LINE
52.0'
23.4'
52.0'
6" THICK ADOT
CLASS 2
AGGREGATE
BASE
PHASE I
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
UC
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
O
SA
T
YS
O N
W A
SH
L
TV
A
W A
ST
EW
A
TE
R
LA
G O
O N
PH
A
SE
I
BU
RE
AU
O
F
LA
ND
M
AN
AG
ME
NT
YU
MA
F
IE
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OR
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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
D um p S tat ion G ra din g P lan
.dw g
Ju ly
, 2
1 -
4:
:16 P
M
UN
ITE
D S
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A
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BU
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A
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LA
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M A
N A
G
EM
EN
T 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
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
P
O
H
P
O
H
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 I
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
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
UC
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
O
SA
T
YS
O N
W A
SH
L
TV
A
W A
ST
EW
A
TE
R
LA
G O
O N
PH
A
SE
I
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_
RV
D um p S tat ion G ra din g P lan
.dw g
Ju ly
, 2
1 -
4:
:33 P
M
UN
ITE
D S
TA
TE
S D
EP
A
RT
M
EN
T
O F
TH
E
IN
TE
RI
O
R
BU
RE
A
U O
F
LA
N D
M A
N A
G
EM
EN
T feetscale
40 8040
C105
RV FILL STATION GRADING PLAN
R
O
R
O
W W W W W W W W W
W W W W W W W W W
X C
X C
X C
XCXCXC
X C
X C
X C
X C
X C
XC XC
X C
W
W
W
W
W
W
P-OHP-OHP-OHP-OHP-OH
22'x24' PUMPHOUSE
FLOOR ELEV=936.00'
REFER TO SHEET
P001 FOR DETAIL
50,000 GALLON
WATER STORAGE TANK
FLOOR ELEV=937.00'
4" C900 PVC TO RV FILL AND DUMP STATIONS
2" C900 PVC FROM WELL HEAD
4" C900 PVC
FILL/DRAIN LINES
GRAVEL ACCESS DRIVEWAY
6' HIGH CHAIN LINK
SECURITY FENCE
16' VEHICULAR GATE
6" THICK ADOT CLASS 2
AGGREGATE SURFACING
4" C900 PVC REJECT WATER LINE
POINT #
NORTHING
957890.37
957890.37
957880.37
957864.35
957804.55
957804.55
957862.98
957852.66
957879.39
957886.92
957880.37
957880.37
957856.37
957856.37
957830.37
EASTING
553619.66
553669.66
553669.66
553669.66
553669.66
553619.66
553695.15
553711.60
553688.01
553692.58
553633.66
553655.66
553633.66
553655.66
553644.66
ELEVATION
934.14
934.14
934.34
934.66
934.18
934.18
936.55
937.12
936.17
936.78
935.50
935.50
935.50
935.50
936.50
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
UC
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
O
SA
T
YS
O N
W A
SH
L
TV
A
W A
ST
EW
A
TE
R
LA
G O
O N
PH
A
SE
I
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_
RV
D um p S tat ion G ra din g P lan
.dw g
Ju ly
, 2
1 -
4:
:46 P
M
UN
ITE
D S
TA
TE
S D
EP
A
RT
M
EN
T
O F
TH
E
IN
TE
RI
O
R
BU
RE
A
U O
F
LA
N D
M A
N A
G
EM
EN
T feetscale
40 8040
C106
PUMPHOUSE GRADING PLAN
X C
X C
X C
XCXCXCXCXCXCXCXC
X C
X C
X C
X C
XC XC XC XC XC XC XC XC XC
X C
PRIMARY PONDSECONDARY POND
935 935
C201
C201
C201
C201
C201
C201
C202
C202
C202
C202
R1
R2
R3
R4 R5
R6
R7
R8
G101
G102
G103
G104
G105
G106
G107
G108
G109
G110
G111
G112
G113
G114
G115
G116
G117
G118
G119
G120
G121
G122
G123
G124
G125
G126
G127
G128
G129
G130
G131
G132
G133
G134
G135
G136
G137
G138
G139
G140
G141
G142
F201
F202 F203
F204
F205
F206
F207
F208
F209
B-1
B-2
B-3
B-4
3:13:13:13:1
3:1
O
F F
S E
T
T
Y P
10.00
GRADING POINT TABLE
POINT #
G101
G102
G103
G104
G105
G106
G107
G108
G109
G110
G111
G112
G113
G114
G115
G116
NORTHING
958652.66
958641.75
958637.06
958661.79
958682.32
958691.15
958826.96
958847.49
958856.32
958824.17
958835.07
958839.77
958504.93
958515.84
958495.80
958475.27
EASTING
554113.19
554092.65
554083.82
554115.98
554105.07
554100.38
554426.82
554415.91
554411.22
554435.95
554456.48
554465.31
554605.58
554626.11
554602.78
554613.69
ELEVATION
933.25
941.00
941.00
933.25
941.00
941.00
933.25
941.00
941.00
933.25
941.00
941.00
933.25
941.00
933.25
941.00
GRADING POINT TABLE
POINT #
G117
G118
G119
G120
G121
G122
G123
G124
G125
G126
G127
G128
G129
G130
G131
G132
NORTHING
958330.64
958310.11
958333.43
958322.52
958578.80
958271.61
958260.71
958280.74
958301.27
958445.91
958466.44
958443.12
958454.03
958123.88
958134.79
958139.49
EASTING
554291.94
554302.85
554282.81
554262.28
554359.38
554315.66
554295.13
554318.45
554307.54
554629.29
554618.38
554638.42
554658.95
554808.05
554828.58
554837.41
ELEVATION
933.25
941.00
933.25
941.00
932.31
933.25
941.00
933.25
941.00
933.25
941.00
933.25
941.00
933.25
941.00
941.00
GRADING POINT TABLE
POINT #
G133
G134
G135
G136
G137
G138
G139
G140
G141
G142
NORTHING
958114.76
958094.23
958085.39
957949.59
957929.06
957920.23
957952.38
957941.47
957936.78
958197.75
EASTING
554805.25
554816.16
554820.86
554494.41
554505.32
554510.01
554485.28
554464.75
554455.92
554561.85
ELEVATION
933.25
941.00
941.00
933.25
941.00
941.00
933.25
941.00
941.00
932.31
RADIUS POINT TABLE
POINT #
R1
R2
R3
R4
R5
R6
R7
R8
NORTHING
958655.83
958821.00
958501.77
958336.60
958274.78
958439.95
958120.72
957955.55
EASTING
554119.15
554429.99
554599.62
554288.77
554321.62
554632.46
554802.09
554491.24
DESCRIPTION
6.75', 30', AND 40' RADIUS
6.75', 30', AND 40' RADIUS
6.75' AND 30' RADIUS
6.75' AND 30' RADIUS
6.75' AND 30' RADIUS
6.75' AND 30' RADIUS
6.75', 30', AND 40' RADIUS
6.75', 30', AND 40' RADIUS
FENCE POINT
TABLE
POINT #
F201
F202
F203
F204
F205
F206
F207
F208
F209
NORTHING
958724.35
958945.05
958103.48
958030.73
958028.86
958026.96
958019.45
957853.38
958628.10
EASTING
554056.29
554471.65
554918.83
554781.92
554778.38
554774.82
554760.69
554448.14
554036.50
SOIL BORINGS TABLE
POINT #
B-1
B-2
B-3
B-4
NORTHING
958112.33
958330.37
958564.03
958697.17
EASTING
554580.31
554277.30
554527.12
554089.95
ELEVATION
938.24
936.01
935.13
931.90
DESCRIPTION
BORING 1
BORING 2
BORING 3
BORING 4
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
UC
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
O
SA
T
YS
O N
W A
SH
L
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:\
AE
\B \B
LM
NS
\15
\5-fin al-ds gn
\51 -d ra wi ng s\1
0- Ci vil \ca d\d wg
\sh ee t\1
7_
Po nd
G ra din g P lan .dw g Ju ly
, 2
1 - 4:
:12
P M
UN
ITE
D S
TA
TE
S D
EP
A
RT
M
EN
T
O F
TH
E
IN
TE
RI
O
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BU
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A
U O
F
LA
N D
M A
N A
G
EM
EN
T
PH
A
SE
I feetscale
50 10050
GENERAL NOTES:
1. HORIZONTAL CONTROL DATUM IS BASED ON THE
2011 ADJUSTMENT OF THE ARIZONA COORDINATE
SYSTEM, WEST ZONE, NORTH AMERICAN DATUM OF
1983 (GRID)(IFT).
2. VERTICAL DATUM IS BASED ON NAVD 88.
3. REFERENCE SHEET C201 FOR CROSS SECTION
DETAILS
4. REFERENCE SHEET C300 FOR INFLUENT PIPING TO
POND.
KEYNOTES:
INSTALL PEDESTRIAN GATE.
INSTALL 16' VEHICULAR GATE.
INSTALL 6' TALL CHAIN LINK FENCE AROUND
WASTEWATER PONDS.
POND GRADING PLAN
C200
C511
C511
C511
C201
POND CROSS-SECTION - NORTH SOUTH
NO SCALE
C201
PRIMARY POND CROSS-SECTION - EAST-WEST
NO SCALE
-0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00
-0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50
-0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50
C201
SECONDARY POND CROSS-SECTION - EAST-WEST
NO SCALE
TOP OF DIKE EL 941.00TOP OF DIKE EL 941.00
TOP OF DIKE EL 941.00 TOP OF DIKE EL 941.00
TOP OF DIKE EL 941.00TOP OF DIKE EL 941.00TOP OF DIKE EL 941.00
0.5%
0.5
0.5%
0.5%
0.5%
0.5
0.5
0.5
TOE OF DIKE EL 933.25
TOE OF DIKE EL 933.25 TOE OF DIKE EL 933.25
TOE OF DIKE EL 933.25
TOE OF DIKE EL 933.25
TOE OF DIKE EL 933.25
TOE OF DIKE EL 933.25
TOE OF DIKE EL 933.25
SECONDARY POND PRIMARY POND
PRIMARY POND LOW POINT EL 932.31
EXISTING GRADE
EXISTING GRADE
EXISTING GRADE
SECONDARY POND LOW POINT EL 932.31
PRIMARY POND LOW POINT EL 932.31
SECONDARY POND LOW POINT EL 932.31
MAX WATER ELEV 937.86 MAX WATER ELEV 937.86
MAX WATER ELEV 937.86
MAX WATER ELEV 937.86
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
UC
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
O
SA
T
YS
O N
W A
SH
L
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
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OR
AD
O
RI
VE
R D
IS
TR
IC
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OF
FI
CE
x:\
AE
\B \B
LM
NS
\15
\5-fin al-ds gn
\51 -d ra wi ng s\1
0- Ci vil \ca d\d wg
\sh ee t\1
7_
Po nd
C ro ss -S ec tio ns .dw g Ju ly
, 2
1 - 4:
:58
P M
UN
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D S
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BU
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A
U O
F
LA
N D
M A
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EN
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I
POND CROSS-SECTIONS
C201
1:1
REMOVE AND STOCKPILE ADEQUATE
VOLUME OF TOPSOIL FOR USE ON
OUTSIDE AND TOP 3 FT OF DIKES
60 MIL HDPE LINER WITH
TEXTURED FINISH
6" GRAVEL
DRIVE
.02
FT
FT
10'
ANCHOR TRENCH AS
RECOMMENDED BY
LINER MANUFACTURER
PROVIDE VENTS AT TOP
OF SLOPE AS
RECOMMENDED BY
LINER MANUFACTURER
GEOTEXTILE CUSHION
SEE SECTION 026600
INSTALL BALLAST
BAGS PROVIDED BY
THE LINER
MANUFACTURER
REMOVE AND STOCKPILE ADEQUATE
VOLUME OF TOPSOIL FOR USE ON
OUTSIDE AND TOP 3 FEET OF DIKES
60 MIL HDPE LINER WITH
TEXTURED FINISH (TYP)
SEE SECTION 334713
GRAVEL DRIVE
.02
FT
FT
10'
ANCHOR TRENCH
AS RECOMMENDED
BY LINER
MANUFACTURER
INSTALL BALLAST BAGS
PROVIDED BY THE
LINER MANUFACTURER
TOP BERM ELEV 941.00
HWL ELEV 937.86
EX.GROUND
TOE OF DIKE ELEV 933.25
SEE SECTION 31200
FOR COMPACTION
REQUIREMENTS
TOP BERM ELEV 941.00
HWL ELEV 937.86
EX.G
ROUND
TOE OF DIKE ELEV 933.25
C202
SECTION
NO SCALE
2.0 %
SLOPE 2.0 % SLOPE
6" PREPARED SUBGRADE
6" CLASS 2 ADOT AGGREGATE
10'
INSTALL BALLAST BAGS
PROVIDED BY THE
LINER MANUFACTURER
HWL ELEV 937.86
TOE OF DIKE ELEV 933.25
C202
SECTION
NO SCALE
C202
GRAVEL DRIVE SECTION - TOP OF BERM
NO SCALE
SLOPE POND BOTTOM 0.5%
FROM TOE OF DIKE TO
CENTER OF POND
SLOPE POND BOTTOM 0.5%
FROM TOE OF DIKE TO
CENTER OF POND
SLOPE POND BOTTOM 0.5%
FROM TOE OF DIKE TO
CENTER OF POND
PROVIDE VENTS AT TOP OF
SLOPE AS RECOMMENDED BY
LINER MANUFACTURER (TYP)
C202
SEE SECTION 31200
FOR COMPACTION
REQUIREMENTS
GEOTEXTILE CUSHION
SEE SECTION 026600
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
UC
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
O
SA
T
YS
O N
W A
SH
L
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
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OR
AD
O
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VE
R D
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TR
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OF
FI
CE
x:\
AE
\B \B
LM
NS
\15
\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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Po nd
T yp ica l D ike S ec tio ns .dw g Ju ly
, 2
1 - 4:
:11
P M
UN
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D S
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LA
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A
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I
POND TYPICAL DIKE
SECTIONS
C202
SS
SSSS
00+0 00+1 00+2 00+3
00+40 00+41
PRIMARY POND
SECONDARY POND
C506
935935
L9
INTERCELL CONTROL
STRUCTURE
C506
00+3200+3300+3400+35
L
W
W
W
W
W
W
S
X C
X C
X C
XCXCXCXCXCXCXCXC
X C
X C
X C
X C
XC XC XC XC XC XC XC XC XC
X C
S
A I R
A I R
A I R
A I R
A I R
A I R
AIR AIR AIR
A
I
R
AIR
A
I
R
A
I R
AIR
AIR
S
INFLUENT CONTROL
STRUCTURE
L
L
L7
S
L1
MH2
MH1
ALIGNMENT TABULATION - POND PIPING FROM MH1 TO SECONDARY POND
POINT ID
L5
L6
L7
L8
LENGTH
155.51
33.13
408.07
68.28
BEARING
N 62° 00' 57" E
N 17° 00' 57" E
N 27° 59' 03" W
N 72° 20' 47" W
START STATION
30+00.00
31+55.51
31+88.65
35+96.72
END STATION
31+55.51
31+88.65
35+96.72
36+65.00
START NORTHING
958022.27
958095.24
958126.92
958487.28
START EASTING
554691.40
554828.73
554838.42
554646.95
END NORTHING
958095.24
958126.92
958487.28
958507.99
END EASTING
554828.73
554838.42
554646.95
554581.88
ALIGNMENT TABULATION - POND PIPING FROM PRIMARY TO SECONDARY POND
POINT ID
L9
LENGTH
100.00
BEARING
S 27° 59' 03" E
START STATION
40+00.00
END STATION
41+00.00
START NORTHING
958432.43
START EASTING
554437.16
END NORTHING
958344.12
END EASTING
554484.08
SANITARY SEWER
STRUCTURE
SCHEDULE
STRUCTURE
MH1
MH2
NORTHING
958388.27
958022.27
EASTING
554460.62
554691.40
T.C.
941.10
941.10
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
UC
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
O
SA
T
YS
O N
W A
SH
L
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:\
AE
\B \B
LM
NS
\15
\5-fin al-ds gn
\51 -d ra wi ng s\1
0- Ci vil \ca d\d wg
\sh ee t\1
7_
Po nd
P ipi ng an d U tili tie s P lan .dw g Ju ly
, 2
1 - 4:
:38
P M
UN
ITE
D S
TA
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S D
EP
A
RT
M
EN
T
O F
TH
E
IN
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RI
O
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BU
RE
A
U O
F
LA
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M A
N A
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EM
EN
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PH
A
SE
I feetscale
50 10050
KEYNOTES:
PROPOSED BLOWER PAD.
2.5' BURIED 4" HDPE MAIN AIR SUPPLY HEADER.
3-OUTLET AIR DISTRIBUTION MANIFOLD.
2-OUTLET AIR DISTRIBUTION MANIFOLD.
2" HDPE AIR SUPPLY LATERAL WITH
SADDLE BAG BALLAST WEIGHTS AT 10'
SPACING. TYPICAL OF 5 LOCATIONS.
INSTALL PER MANUFACTURER'S
RECOMMENDATIONS.
FINE BUBBLE DIFFUSER HEADS. TYPICAL
OF 20 LOCATIONS. INSTALL PER
MANUFACTURER'S RECOMMENDATIONS.
BURY AIR PIPE BELOW INFLUENT PIPE.
KEEP 12" VERTICAL DISTANCE BETWEEN
INFLUENT PIPE AND AIR SUPPLY HEADER.
4" HDPE 90° BEND RESTRAINED
4" HDPE TEE RESTRAINED
POND PIPING AND
UTILITIES PLAN
C203
GENERAL NOTES:
1. HORIZONTAL CONTROL DATUM IS BASED ON THE
2011 ADJUSTMENT OF THE ARIZONA COORDINATE
SYSTEM, WEST ZONE, NORTH AMERICAN DATUM OF
1983 (GRID)(IFT).
2. VERTICAL DATUM IS BASED ON NAVD 88.
3. SEE SHEET C302 FOR INFLUENT PIPING TO PONDS
ALIGNMENT CONTROL TABLE.
C507
C508
C508
C509
C510
C506
29+50 30+00 30+50 31+00 31+50 32+00 32+50 33+00 33+50 34+00 34+50
T C
I N
V
N
W
I N
V
S
E
I N
V
N
E
MH2
156 LF 8 '' DIP @ 0.40%
33 LF 8 '' DIP @ 0.40%
408 LF 8 '' DIP @ 0.40%
PROPOSED POND GRADE
EXISTING GRADE
34+50 35+00 35+50 36+00 36+50 37+00 37+50
POND PIPING FROM MH2 TO SECONDARY POND
STATION 34+50 TO 36+65
POND PIPING FROM MH2 TO SECONDARY POND
STATION 30+00 TO 34+50
PROPOSED POND GRADE
EXISTING GRADE
43 LF 8 '' DIP @ 0.40%
408 LF 8 '' DIP @ 0.40%
45° BEND
45° BEND
VALVE
45° BEND
INV EL 934.91
M A
T C
H
L I N
E
S
E
L O
W
L E
F T
M A
T C
H
L I N
E
S
O
V
G
H T
FULL SIZE SCALE:
1"=30' HORIZONTAL
1"=5' VERTICAL
FULL SIZE SCALE:
1"=30' HORIZONTAL
1"=5' VERTICAL
2-OUTLET AIR DISTRIBUTION MANIFOLD
C508
EL 933.25
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
UC
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
O
SA
T
YS
O N
W A
SH
L
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
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- C
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OR
AD
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TR
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OF
FI
CE
x:\
AE
\B \B
LM
NS
\15
\5-fin al-ds gn
\51 -d ra wi ng s\1
0- Ci vil \ca d\d wg
\sh ee t\1
7_
Po nd
P ipi ng P ro file s.d wg
Ju ly
, 2
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4:
:25 P
M
UN
ITE
D S
TA
TE
S D
EP
A
RT
M
EN
T
O F
TH
E
IN
TE
RI
O
R
BU
RE
A
U O
F
LA
N D
M A
N A
G
EM
EN
T
PH
A
SE
I
POND PIPING PROFILES
C204
-0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00
INFLUENT SANITARY PIPE TO PRIMARY POND
POND PIPING FROM PRIMARY TO SECONDARY POND
T C
I N
V
N
W
I N
V
S
E
I N
V
N
E
MH2
395 LF 8" SDR-18 PVC @ 0.40%
17 LF 8 '' DIP @ 0.40%
7 LF 8 '' DIP @ 0.40%
2 LF 8 '' DIP @ 100.00%
EXISTING GRADE
PROPOSED POND GRADE
39+50 40+00 40+50 41+00 41+50
PROPOSED POND GRADE
EXISTING GRADE
T C
I N
V
S
E
I N
V
N
W
I N
V
S
E
MH1
29 LF 8 '' DIP @ 0.40%
24 LF 8 '' DIP @ 0.40%
27 LF 8 '' DIP @ 0.40%
INV EL 935.56
FULL SIZE SCALE:
1"=30' HORIZONTAL
1"=5' VERTICAL
FULL SIZE SCALE:
1"=30' HORIZONTAL
1"=5' VERTICAL
PROPOSED AIR PIPE
EL 933.25
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
UC
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
O
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O N
W A
SH
L
TV
A
W A
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EW
A
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LA
G O
O N
BU
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AU
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F
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O
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E
- C
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OR
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R D
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FI
CE
x:\
AE
\B \B
LM
NS
\15
\5-fin al-ds gn
\51 -d ra wi ng s\1
0- Ci vil \ca d\d wg
\sh ee t\1
7_
Po nd
P ipi ng P ro file s.d wg
Ju ly
, 2
1 -
4:
:34 P
M
UN
ITE
D S
TA
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S D
EP
A
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EN
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O F
TH
E
IN
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O
R
BU
RE
A
U O
F
LA
N D
M A
N A
G
EM
EN
T
PH
A
SE
I
POND PIPING PROFILES
C205
SSSSS
S
S
S
S S
SSSS
W
W
W
W
W
W
W
W
W
W
W
W
S
X C
X C
X C
X C
A I R
A I R
A I R
A I R
A I R
A I R
A I R
AIR AIR AIR
A
I
R
AIR
A
I
R
A
I R
AIR
AIR
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+0 00+1 00+2 00+3 00+4 00+5
MH2
8" SDR-18 PVC SANITARY
SEWER LINE
POTABLE WATER LINE
S
PRIMARY POND
MH3
L1
INFLUENT CONTROL STRUCTURE
C506
10'-0"
REJECT WATER LINE
-0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00
764 LF 8" S
DR-18 PVC @
0.40%
395 LF 8" S
DR-18 PVC @
0.40%
M A
T C
H
L I N
E
S
E
T
T C
I N
V
N
W
I N
V
S
E
I N
V
N
E
MH2
EXISTING GRADE
PROPOSED POND GRADE
PROPOSED
PRIMARY POND
S T
A
R I M
I N
V
N
W
I N
V
S
E
I N
V
W
MH3
FULL SIZE SCALE:
1"=40' HORIZONTAL
1"=5' VERTICAL
ALIGNMENT TABULATION - INFLUENT PIPING TO PONDS
POINT ID
L1
L2
L3
L4
LENGTH
536.16
764.41
93.13
679.23
BEARING
S 27° 59' 03" E
S 42° 53' 44" E
S 87° 53' 44" E
N 47° 06' 16" E
START STATION
0+00.00
5+36.16
13+00.58
13+93.71
END STATION
5+36.16
13+00.58
13+93.71
20+72.94
START NORTHING
958147.01
957673.54
957113.53
957110.11
START EASTING
554625.11
554876.70
555397.00
555490.07
END NORTHING
957673.54
957113.53
957110.11
957572.44
END EASTING
554876.70
555397.00
555490.07
555987.68
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
UC
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
O
SA
T
YS
O N
W A
SH
L
TV
A
W A
ST
EW
A
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R
LA
G O
O N
BU
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AU
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LA
ND
M
AN
AG
ME
NT
YU
MA
F
IE
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O
FF
IC
E
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OR
AD
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VE
R D
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TR
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OF
FI
CE
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_ Inf lue nt
Pi pin g t o P on ds
P lan
P ro file
.dw gJ uly
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1 - 9:
:33
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
RI
O
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BU
RE
A
U O
F
LA
N D
M A
N A
G
EM
EN
T
PH
A
SE
I feetscale
40 8040
INFLUENT PIPING TO PONDS
- PLAN & PROFILE
C300
M
A
T
N
E
KEYNOTES:
INSTALL SANITARY SEWER MH.1
GENERAL NOTES:
1. SEE SHEET C203 FOR SANITARY SEWER
STRUCTURE SCHEDULE AND POND PIPING
ALIGNMENT CONTROL TABLES.
2. SEE SHEET C302 FOR INFLUENT PIPING TO PONDS
ALIGNMENT CONTROL TABLE.
3. MATCH EXISTING GRADE UPON COMPLETION OF
PIPE INSTALLATION.
4. SEE C400 SERIES FOR WATER LINE PLAN AND
PROFILE
C505
REFER TO SHEET C205 FOR
ADDITIONAL DETAILS
S
SSSSSSSSSS
S
W W W W W W W W W W W
W
W W
W
W
00+6 00+7 00+8 00+9 00+10 00+11 00+12 00+13
8" SDR-18 PVC SANITARY
SEWER LINE
MH5
MH4
MH3
L2
L
S S
POTABLE WATER LINE
REJECT WATER LINE
7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+25
764 LF 8" S
DR-18 PVC @
0.40%
93 LF 8" SDR-18 PVC @ 0.40%
M A
T C
H
L I N
E
S
E
M A
T C
H
L I N
E
S
E
EXISTING GRADE
S T
A
R I M
I N
V
W
I N
V
N
E
MH5
S T
A
R I M
I N
V
N
W
I N
V
E
MH4
FULL SIZE SCALE:
1"=40' HORIZONTAL
1"=5' VERTICAL
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
UC
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
O
SA
T
YS
O N
W A
SH
L
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
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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_ Inf lue nt
Pi pin g t o P on ds
P lan
P ro file
.dw gJ uly
, 2
1 -
:13 :41
A M
UN
ITE
D S
TA
TE
S D
EP
A
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M
EN
T
O F
TH
E
IN
TE
RI
O
R
BU
RE
A
U O
F
LA
N D
M A
N A
G
EM
EN
T
PH
A
SE
I feetscale
40 8040
INFLUENT PIPING TO PONDS
- PLAN & PROFILE
C301
MATCH LINE SEE SHEET C302
M A
T C
H
L
I N
E
S
E
ENCASE SANITARY SEWER
PIPE IN CONCRETE
GENERAL NOTES:
1. SEE SHEET C203 FOR SANITARY SEWER
STRUCTURE SCHEDULE AND POND PIPING
ALIGNMENT CONTROL TABLES.
2. SEE SHEET C302 FOR INFLUENT PIPING TO PONDS
ALIGNMENT CONTROL TABLE.
3. MATCH EXISTING GRADE UPON COMPLETION OF
PIPE INSTALLATION.
KEYNOTES:
INSTALL SANITARY SEWER MH.1
C505
10'-0"
S S
S
W W
W
W
W 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
P
O
H
00+14 00+15 00+16 00+17 00+18 00+19 00+20 72.94+20
RV DUMPING STATION
8" SDR-35 PVC SANITARY
SEWER LINE
15'X 5' MANUAL SCREEN
PRECAST CONCRETE BOX
REFER TO SHEET C503
MH5
MH4
L
L4
SSS
SSSSSSS
INSTALL (2) 5,000 GAL
SEPTIC TANKS
REFER TO SHEET C504
N=957143.74
E=555527.15
N=957144.62
E=555526.33 N=957229.70
E=555617.91
N=957228.82
E=555618.72
14+25 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50
RV DUMPING
STATION
M A
T C
H
L I N
E
S
E
EXISTING GRADE
ENCASE SANITARY SEWER
PIPE IN CONCRETE
FULL SIZE SCALE:
1"=40' HORIZONTAL
1"=5' VERTICAL
576 LF 8" S
DR-35 PVC @
0.40%
S T
A
R I M
I N
V
N
E
I N
V
S
W
SP #2
S T
A
R I M
I N
V
N
E
I N
V
S
W
SP #1
S T
A
R I M
I N
V
N
E
I N
V
S
W
MS
STA. 15+68.75
STA. 14+43.75
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
UC
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
O
SA
T
YS
O N
W A
SH
L
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_ Inf lue nt
Pi pin g t o P on ds
P lan
P ro file
.dw gJ uly
, 2
1 -
:38 :23
A M
UN
ITE
D S
TA
TE
S D
EP
A
RT
M
EN
T
O F
TH
E
IN
TE
RI
O
R
BU
RE
A
U O
F
LA
N D
M A
N A
G
EM
EN
T
PH
A
SE
I feetscale
40 8040
INFLUENT PIPING TO PONDS
- PLAN & PROFILE
C302
M A
T C
H
L
I N
E
S
E
ENCASE SANITARY SEWER
PIPE IN CONCRETE
GENERAL NOTES:
1. HORIZONTAL CONTROL DATUM IS BASED ON THE
2011 ADJUSTMENT OF THE ARIZONA COORDINATE
SYSTEM, WEST ZONE, NORTH AMERICAN DATUM OF
1983 (GRID)(IFT).
2. VERTICAL DATUM IS BASED ON NAVD 88.
3. SEE SHEET C203 FOR SANITARY SEWER
STRUCTURE SCHEDULE AND POND PIPING
ALIGNMENT CONTROL TABLES.
4. MATCH EXISTING GRADE UPON COMPLETION OF
PIPE INSTALLATION.
KEYNOTES:
INSTALL 5,000 GALLON SEPTIC TANK
INSTALL MANUAL SCREEN PRECAST
CONCRETE BOX
C503
C504
SEPTIC TANK #2 (SP #2)
NORTHING EASTING
957500.04 555903.27
957493.57 555909.28
957511.39 555915.48
957504.92 555921.49
SEPTIC TANK #1 (SP #1)
NORTHING EASTING
957523.61 555928.64
957517.14 555934.65
957534.96 555940.85
957528.49 555946.86
MANUAL SCREEN PRECAST CONCRETE
BOX (MS)
NORTHING EASTING
957556.23 555966.56
957552.57 555969.96
957566.44 555977.55
957562.78 555980.95
POTABLE WATER LINE
C503
C504
PUMPHOUSE
EXISTING GRADE
3' MIN. BURY TYP.
WELL HEAD
WITH 6'X6' PAD
45° DR18 MJ BEND
22.5° DR18 MJ BEND
22.5° DR18 MJ BEND
30+00 30+50 31+00 31+50 32+00 32+50 33+00 33+50 34+00 34+50 35+00 35+50 36+0036+00
STA. 31+13.14
11.25° DR18 VERTICAL
MJ BEND
2" C900 DR18 PVC WATERMAIN
W
W
W
W
W
W
W
W
X
C
X
C
X
C
W W
W W W
W
P
O
H
P
O
H
P
O
H
00+31 00+32
00+33 00+34
00+35
4" 22.5°MJ BEND
4" 45°MJ BEND
2" C900 PVC WATERLINE
2" 22.5° MJ BEND
22'X24' PUMPHOUSE
50,000 GALLON WATER
STORAGE TANK
SEE DETAIL SHEET P004
4" C900 PVC WATERLINE
L
L
L3
L
N=958315.90
E=553452.63
N=958315.90
E=553458.63
N=958321.90
E=553452.63
N=958321.90
E=553458.63
6'X6' CONCRETE PAD
4" C900 PVC REJECT
WATERLINE
4" 11.25° VERTICAL MJ BEND
N=958267.60
E=553486.34
POINT ID
L1
L2
L3
L4
LENGTH
56.50
4.73
443.42
94.65
BEARING
N 90° 00' 00" E
S 45° 00' 00" E
S 22° 30' 00" E
S 00° 00' 00" E
START STATION
30+00.00
30+56.50
30+61.23
35+04.66
END STATION
30+56.50
30+61.23
35+04.66
35+99.30
START NORTHING
958318.9047
958318.9047
958315.5599
957905.8888
START EASTING
553406.6278
553463.1278
553466.4726
553636.1639
END NORTHING
958318.9047
958315.5599
957905.8888
957811.2390
END EASTING
553463.1278
553466.4726
553636.1639
553636.1639
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
UC
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
O
SA
T
YS
O N
W A
SH
L
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_
RV
W ate rlin e D um p a nd F ill St ati on
P &P
.dw g
Ju ly
, 2
1 -
:59
:37 A
M
UN
ITE
D S
TA
TE
S D
EP
A
RT
M
EN
T
O F
TH
E
IN
TE
RI
O
R
BU
RE
A
U O
F
LA
N D
M A
N A
G
EM
EN
T
PH
A
SE
I feetscale
40 8040
WATERLINE PIPING TO
PUMPHOUSE - PLAN AND
PROFILE
C400
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.
EXISTING GRADE
PUMPHOUSE
4" C900 DR18 PVC WATERMAIN
3' MIN. BURY TYP.
11.25° DR18 VERTICAL MJ BEND
40+00 40+50 41+00 41+50 42+00 42+50 43+00 43+50 44+00 44+50 45+00 45+50 46+00 46+50 47+00 47+50 48+00
90° DR18 MJ BEND
STA. 41+00.00
22.5° DR18
VERTICAL
MJ BEND
STA. 42+39.42
22.5° DR18 VERTICAL
MJ BEND
STA. 43+39.50
11.25° DR18
VERTICAL MJ BEND
11.25° DR18 MJ BEND
W W W W W
W
W
W
W
W
W
W
W
W W W W W
W
W
W
W
W
W
W
W
X C
X C
XC
X
C
X
C
X
C
X
C
W
W
A
I
R
A
I
R
A
I
R
A
IR
A
I
R
P
O
H
P-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OH
00+41 00+42 00+43 00+44
4" C900 PVC WATERLINE
50,000 GALLON WATER
STORAGE TANK
4" C900 PVC WATERLINE
00+100 00+101 00+102 00+103 00+104
4" 22.5° VERTICAL MJ BEND
N=957883.37
E=553689.66
4" 22.5° VERTICAL MJ BEND
N=957883.37
E=553839.66
4" 11.25° VERTICAL MJ BEND
N=957883.37
E=553939.66
4" 11.25° MJ BEND
N=957883.37
E=554002.83
L20
2" C900 PVC WATERLINE
4" C900 PVC WATERLINE
22'X24' PUMPHOUSE
SEE DETAIL SHEET P001
50,000 GALLON WATER
STORAGE TANK
4" 11.25° VERTICAL MJ BEND
N=957853.23
E=554123.39
POINT ID
L5
L6
L7
L8
L9
L10
L11
L12
L13
L14
LENGTH
53.00
2.50
13.28
333.88
893.21
768.56
101.42
656.12
35.36
229.14
BEARING
N 00° 00' 00" E
N 90° 00' 00" E
N 90° 00' 00" E
N 90° 00' 00" E
S 75° 57' 50" E
S 42° 53' 44" E
S 87° 53' 44" E
N 47° 06' 16" E
S 87° 53' 44" E
N 47° 06' 16" E
START STATION
40+00.00
40+53.00
40+55.50
40+68.78
44+02.66
52+95.88
60+64.43
61+65.85
68+21.97
68+57.33
END STATION
40+53.00
40+55.50
40+68.78
44+02.66
52+95.88
60+64.43
61+65.85
68+21.97
68+57.33
70+86.47
START NORTHING
957830.3679
957883.3679
957883.3679
957883.3679
957883.3679
957666.7317
957103.6895
957099.9652
957546.5632
957545.2648
START EASTING
553653.1639
553653.1639
553655.6639
553668.9482
554002.8257
554869.3708
555392.4979
555493.8448
555974.5186
556009.8501
END NORTHING
957883.3679
957883.3679
957883.3679
957883.3679
957666.7317
957103.6895
957099.9652
957546.5632
957545.2648
957701.2318
END EASTING
553653.1639
553655.6639
553668.9482
554002.8257
554869.3708
555392.4979
555493.8448
555974.5186
556009.8501
556177.7174
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
TS
/30 /20
Re v.
De sc rip tio n Da te
Re vis io n
Iss ue
LA
P
O
SA
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O N
W A
SH
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TV
A
W A
ST
EW
A
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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
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VE
R D
IS
TR
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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
7_
RV
W ate rlin e D um p a nd F ill St ati on
P &P
.dw g
Ju ly
, 2
1 -
:06
:45 A
M
UN
ITE
D S
TA
TE
S D
EP
A
RT
M
EN
T
O F
TH
E
IN
TE
RI
O
R
BU
RE
A
U O
F
LA
N D
M A
N A
G
EM
EN
T
PH
A
SE
I feetscale
40 8040
WATERLINE PIPING TO
RV DUMP STATION - PLAN
AND PROFILE
C401 M
A
T
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.
4" C900 PVC REJECT
WATER LINE
EXISTING GRADE
M A
T C
H
L I N
E
S
E
M A
T C
H
L I N
E
S
E
4" C900 DR18 PVC WATERMAIN
3' MIN. BURY TYP.
45° DR18 MJ BEND
48+00 48+50 49+00 49+50 50+00 50+50 51+00 51+50 52+00 52+50 53+00 53+50 54+00 54+50 55+00 55+50 56+00
6"
4" C900 PVC DR18
REJECT WATER DRAIN LINE
STA. 52+92.95
ELEV. 938.88
S
S
S
S
S
S
S
S
S
S
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
X
C
X
C
A
I
R
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
4" C900 PVC WATERLINE
00+48
00+49
00+50
00+51
00+52
L9
L
00+108
00+109
00+110
00+111
00+112
4" 45° MJ BEND
N=957652.93
E=554842.34
L21
L22
4" C900 PVC REJECT
WATERLINE
4" 45° MJ BEND
N=957666.72
E=554869.37
FOR SANITARY SEWER
PLAN AND PROFILE
SEE C300 SERIES
MH3
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
UC
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
O
SA
T
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O N
W A
SH
L
TV
A
W A
ST
EW
A
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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
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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 -
2:
:17 P
M
UN
ITE
D S
TA
TE
S D
EP
A
RT
M
EN
T
O F
TH
E
IN
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BU
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F
LA
N D
M A
N A
G
EM
EN
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PH
A
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I feetscale
40 8040
WATERLINE PIPING TO RV
DUMP STATION - PLAN AND
PROFILE
C402 M
A
T
E
M A
T C
H
L
I N
E
S
E
10.00'
MIN
GENERAL NOTES:
1. CONCRETE THRUST BLOCKS ARE TO BE PLACED AT
ALL PIPE BENDS. SEE SHEET C502 FOR THRUST
BLOCK DETAIL
EXISTING GRADE
A
T C
H
L I N
E
S
E
M A
T C
H
L I N
E
S
E
4" C900 DR18 PVC WATERMAIN
3' MIN. BURY TYP.
45° DR18 MJ BEND
45° DR18 MJ BEND
56+00 56+50 57+00 57+50 58+00 58+50 59+00 59+50 60+00 60+50 61+00 61+50 62+00 62+50
S
S
S S
SS
S
SS
S
S
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
P
O
H
8" SDR-18 PVC SANITARY
SEWER LINE
00+55 00+56
00+57 00+58
00+59 00+60
4" C900 PVC WATERLINE 4" 45° MJ BEND
N=957103.69
E=555392.50
4" 45° MJ BEND
N=957099.97
E=555493.84
S S
L10
L
FOR SANITARY SEWER
PLAN AND PROFILE SEE
C300 SERIES
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
UC
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
O
SA
T
YS
O N
W A
SH
L
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_
RV
W ate rlin e D um p a nd F ill St ati on
P &P
.dw g
Ju ly
, 2
1 -
2:
:16 P
M
UN
ITE
D S
TA
TE
S D
EP
A
RT
M
EN
T
O F
TH
E
IN
TE
RI
O
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BU
RE
A
U O
F
LA
N D
M A
N A
G
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EN
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PH
A
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I feetscale
40 8040
WATERLINE PIPING TO RV
DUMP STATION - PLAN AND
PROFILE
C403
MATCH LINE SEE SHEET C404
M A
T C
H
L
I N
E
S
E
10.00'
MIN.
GENERAL NOTES:
1. CONCRETE THRUST BLOCKS ARE TO BE PLACED AT
ALL PIPE BENDS. SEE SHEET C502 FOR THRUST
BLOCK DETAIL
EXISTING GRADE
A
T C
H
L I N
E
S
E
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
8" SDR-35 PVC SANITARY
SEWER LINE
FOR SANITARY SEWER
PLAN AND PROFILE SEE
C300 SERIES
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
4" C900 PVC WATERLINE
4" C900 PVC WATER LINE
"X1
" TEE
N=957546.31
E=555981.41
" GATE VALVE
N=957556.10
E=555979.11
4" 11.25° MJ
BEND
N=957294.04
E=555790.52
"" 45° HDPE BEND
N=957545.26
E=556009.85
S
4"X4" TEE WITH
4" GATE VALVE
AND BOX
STA. 65+29.15 =
STA. 80+50.00
N=957337.82
E=555749.85
5,000 GALLON
SEPTIC TANK
" 45° HDPE BEND
N=957546.56
E=555974.52
SS
S S
SS
S
S S
L12
L
L14
" 45° HDPE BEND
N=957553.49
E=555981.72
4" 11.25° VERTICAL MJ BEND
N=957184.13
E=555584.43
4" 11.25° VERTICAL MJ BEND
N=957218.16
E=555621.06
END LINE HERE, WITH 1
" PLUG
PLACE 4X4 PRESSURE TREATED
MARKER AT END OF STUB EXTENDING
3 FEET ABOVE GROUND. PAINT BLUE
N=957600.40
E=556069.19
4" GATE VALVE AND BOX
N=957538.40
E=555965.73
BACKFLOW PREVENTER
N=957541.80
E=555969.39
" HDPE WATERMAIN
YARD HYDRANT
N=957549.76
E=555985.54
"x
" TEE
N=957545.95
E=556010.58
"x
" TEE
N=957559.56
E=556025.23
"x
" TEE
N=957573.17
E=5560139.89
"x
" TEE
N=957586.79
E=556054.54
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
NS
TR
UC
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
O
SA
T
YS
O N
W A
SH
L
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_
RV
W ate rlin e D um p a nd F ill St ati on
P &P
.dw g
Ju ly
, 2
1 -
8:
:57 A
M
UN
ITE
D S
TA
TE
S D
EP
A
RT
M
EN
T
O F
TH
E
IN
TE
RI
O
R
BU
RE
A
U O
F
LA
N D
M A
N A
G
EM
EN
T
PH
A
SE
I feetscale
40 8040
WATERLINE PIPING TO RV
DUMP STATION - PLAN AND
PROFILE
C404
M A
T C
H
L
I N
E
S
E
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
MATCH LINE SEE SHEET C405
EXISTING GRADE
4" C900 DR18 PVC WATERMAIN
M A
T C
H
L
I N
E
S
E
3' MIN. BURY TYP.
4"X4" DR18 TEE
STA 80+50.00
80+00 80+50 81+00 81+50 82+00 82+50 83+00 83+50 84+00 84+50 85+00 85+50 86+00
11.25° DR18 MJ BEND
STA 81+09.75
W
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
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
00+82
00+83
00+84
00+85
00+86
00+87
4" C900 PVC WATER LINE
4"X4" TEE WITH 4"
GATE VALVE AND BOX
STA. 80+50.00 =
STA. 65+15.29
N=957337.82
E=555749.85
4" 11.25° MJ BEND
N=957294.04
E=555790.52
S
S
S
S
S
S
L
L16
POINT ID
L15
L16
L17
L18
L19
LENGTH
109.75
816.21
4.31
52.59
217.14
BEARING
S 42° 53' 44" E
S 56° 55' 54" E
S 45° 00' 00" E
S 87° 53' 44" E
N 47° 06' 16" E
START STATION
80+00.00
81+09.75
89+25.96
89+30.27
89+82.86
END STATION
81+09.75
89+25.96
89+30.27
89+82.86
92+00.00
START NORTHING
957374.4475
957294.0440
956848.6901
956845.6418
956843.7105
START EASTING
555715.8125
555790.5162
556474.5136
556477.5619
556530.1156
END NORTHING
957294.0440
956848.6901
956845.6418
956843.7105
956991.5094
END EASTING
555790.5162
556474.5136
556477.5619
556530.1156
556689.1917
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
UC
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
O
SA
T
YS
O N
W A
SH
L
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_
RV
W ate rlin e D um p a nd F ill St ati on
P &P
.dw g
Ju ly
, 2
1 -
8:
:34 A
M
UN
ITE
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
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BU
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F
LA
N D
M A
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G
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EN
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PH
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I feetscale
40…
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