Attachment_3-03_00_00_02_Dwgs-B-Rev5_ElephantButteReservoir_11x17_04-08-2024.pdf
PDF 47 MB Posted
- Attached to
- RG- EBHD UTILITY REHAB
- Solicitation number
- 140R4024R0014
About this file
This document appears to be Attachment 3-03_00_00_02_Dwgs-B-Rev5_ElephantButteReservoir_11x17_04-08-2024.pdf related to the federal contract opportunity RG- EBHD UTILITY REHAB, Solicitation Number 140R4024R0014 issued by the Department of the Interior Bureau of Reclamation.
The attachment likely contains drawings or technical specifications for the rehabilitation of utilities at the Elephant Butte Reservoir as part of the RG- EBHD UTILITY REHAB contract opportunity. The solicitation is seeking products and services to fulfill this requirement. Key details such as response due dates, award information, pricing terms, set-asides, or other salient information are not provided in this attachment alone. Additional documents related to the full solicitation would be needed to summarize those aspects.
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Text version
D
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Stephen Ogle
Stephen Ogle
DRAWN
Andrew Hadlan
Caitlin Kodweis, P.E.
Mike Kramer, P.E.
DENVER, CO 11/24/2023
DRAWING INDEX
24-D-60136
GENERAL
DRAWING NO. CONTENT DETAIL
24-D-60136 DRAWING INDEX SHEET 1
CIVIL
DRAWING NO. CONTENT DETAIL
24-D-60137 LOCATION AND KEY MAP GENERAL NOTES AND SYMBOLS
24-D-60139 SITE MAP
24-D-60140 SITE PLAN
24-D-60141 WASTEWATER PIPE PLANS
24-D-60142 WASTEWATER - PLAN AND PROFILE WELCOME CENTER AND CASITAS 1000+00 TO
1005+00
24-D-60143 WASTEWATER - PLAN AND PROFILE WELCOME CENTER AND CASITAS 1005+00 TO
1009+30
24-D-60144 WASTEWATER - PLAN AND PROFILE WELCOME CENTER AND CASITAS 1009+30 TO
END
24-D-60145 WASTEWATER - PLAN AND PROFILE RV PARK
24-D-60146 RV PARK UTILITY LOCATIONS
24-D-60147 WASTEWATER - PARTIAL SITE PLAN RV PARK
24-D-60148 WASTEWATER - PLAN HILLTOP HOUSING
24-D-60149 WASTEWATER - PLAN AND PROFILE HILLTOP HOUSING 3000+00 TO 3010+00
24-D-60150 WASTEWATER - PLAN AND PROFILE HILLTOP HOUSING 3010+00 TO END
24-D-60151 WASTEWATER - PLAN HOSPITAL CANYON
24-D-60152 WASTEWATER - PLAN AND PROFILE HOSPITAL CANYON
24-D-60153 WASTEWATER - PLAN FORCE MAIN
24-512-60154 WATER OVERALL PLAN
24-512-60155 WATER - PARTIAL PLAN HOSPITAL CANYON
24-512-60156 WATER - PLAN AND PROFILE HOSPITAL CANYON STA. 00+00 TO 5+05
24-512-60157 WATER - PLAN AND PROFILE HOSPITAL CANYON STA. 5+05 TO 10+39
24-512-60158 WATER - PLAN AND PROFILE HOSPITAL CANYON STA. 10+39 TO 15+33
24-512-60159 WATER - PLAN AND PROFILE HOSPITAL CANYON LOOP STA. 16+00 TO
21+27
24-512-60160 WATER - PLAN AND PROFILE HOSPITAL CANYON LOOP STA. 21+27 TO
26+43
24-512-60161 WATER - PLAN AND PROFILE HOSPITAL CANYON LOOP STA. 26+43 TO
31+77
24-512-60162 WATER - PARTIAL PLAN WELCOME CENTER, CASITAS, AND RV PARK
24-512-60163 WATER - PLAN AND PROFILE WELCOME CENTER STA. 32+00 TO 37+32
24-512-60164 WATER - PLAN AND PROFILE WELCOME CENTER STA. 37+32 TO 43+11
24-512-60165 WATER - PLAN AND PROFILE WELCOME CENTER STA. 43+11 TO 48+61
24-512-60166 WATER - PLAN AND PROFILE CASITAS STA. 49+00 TO 53+76
24-512-60167 WATER - PLAN AND PROFILE CASITAS STA. 53+76 TO 57+65
24-512-60168 WATER - PLAN AND PROFILE RV PARK STA. 58+00 TO 62+48
24-512-60169 WATER - PLAN AND PROFILE RV PARK STA. 62+48 TO 66+05
24-512-60170 WATER - PLAN AND PROFILE HILLTOP HOUSING
24-512-60171 WATER - PLAN AND PROFILE HILLTOP HOUSING STA. 70+00 TO 74+07
24-512-60172 WATER - PLAN AND PROFILE HILLTOP HOUSING STA. 74+07 TO 78+35
24-512-60173 WATER - PLAN AND PROFILE HILLTOP HOUSING STA. 78+35 TO 83+03
24-512-60174 WATER - PLAN AND PROFILE HILLTOP HOUSING STA. 83+03 TO 87+34
24-512-60175 WATER - PLAN AND PROFILE HILLTOP HOUSING STA. 87+34 TO 92+70
24-512-60176 WATER - PLAN AND PROFILE HILLTOP HOUSING STA. 92+70 TO 98+02
24-512-60177 WATER - PLAN AND PROFILE HILLTOP HOUSING LOOP STA. 99+00 TO
104+03
24-512-60178 WATER PUMPHOUSE
24-512-60179 WATER MAIN LINE CONNECTION AND FIRE HYDRANT
24-512-60180 WATER THRUST CONTROL BLOCKS
24-512-60181 WATER VALVE AND METER BOX
24-512-60182 WATER JOINT RESTRAINT
24-D-60183 TYPICAL SANITARY MANHOLE AND
CONNECTIONS
24-D-60184 UTILITY TRENCH
24-D-60185 RV CONNECTION ELECTRIC, SEWER, & WATER
24-512-60186 ADA RV CONNECTION ELECTRICAL AND WATER
STRUCTURAL
DRAWING NO. CONTENT DETAIL
24-D-60188 ELECTRICAL EQUIPMENT FOUNDATIONS PLANS AND SECTIONS - CONCRETE OUTLINE
AND REINFORCEMENT DESIGN
ELECTRICAL
DRAWING NO. CONTENT DETAIL
104-D-1150 DESIGNATIONS AND SYMBOLS SINGLE-LINE AND SCHEMATIC DIAGRAMS
24-D-60191 ELECTRICAL SITE DEMOLITION
24-D-60192 ELECTRICAL SITE PLAN
24-D-60193 CASITAS SINGLE-LINE DIAGRAM
24-D-60194 RV PARK SINGLE-LINE DIAGRAM
24-D-60195 CHARGING STATIONS SINGLE-LINE DIAGRAM
24-D-60196 CASITAS PANEL SCHEDULES
24-D-60197 CASITAS AND RV PARK PANEL SCHEDULES
24-D-60198 CHARGING STATIONS PANEL SCHEDULES
24-D-60199 CASITAS CABLE AND CONDUIT SCHEDULE
24-D-60200 RV PARK AND CHARGING STATIONS CABLE AND CONDUIT SCHEDULE
24-D-60201 SITE LIGHTING PLAN
24-D-60202 RESTAURANT PARKING LOT LIGHTING PLAN
24-D-60203 BOAT RAMP AND RV PARK LIGHTING PLAN
COMMUNICATIONS
DRAWING NO. CONTENT DETAIL
24-D-60205 FIBER - PLAN OVERALL
24-D-60206 NETWORK STANDARD CONTROL ENCLOSURE LAYOUT
STANDARD
DRAWING NO. CONTENT DETAIL
40-D-4334 ELECTRICAL INSTALLATION TYPICAL GROUNDING DETAILS
40-D-4335 ELECTRICAL INSTALLATION TYPICAL GROUNDING DETAILS
40-D-6234 STANDARD DESIGNS STANDARD NAMEPLATES
40-D-6551 PRESSURE PIPE TRENCH INSTALLATION SELECT MATERIAL
40-D-6552 PRESSURE PIPE TRENCH INSTALLATION SOIL CEMENT SLURRY
40-D-6576 SWITCHYARDS AND SUBSTATIONS BURIED CONDUIT FOR LOW VOLTAGE
CABLES
40-D-7094 ELECTRICAL INSTALLATION CONDUIT CLAMP AND CONDUIT SUPPORTS
TYPICAL DETAILS
40-D-60001 ELECTRICAL EQUIPMENT SUPPORT SECTIONS AND DETAILS
40-D-60002 TYPICAL GUARD POSTS NON-SECURITY APPLICATION
40-D-60003 GENERAL NOTES FOR CONCRETE OUTLINE
AND REINFORCEMENT
40-D-60004 MINIMUM REQUIREMENTS FOR DETAILING
REINFORCEMENT
INFORMATION/REFERENCE DRAWINGS
DRAWING NO. CONTENT DETAIL
CO DEPT OF TRANSPORTATION MANHOLE (TRAFFIC MANAGEMENT SYSTEM) INTERIOR DETAIL (SIDE VIEW)
TANK REPLACEMENT - PRICE SCHEDULE B
DRAWING NO. CONTENT CONTENT
24-512-60222 WATER TANKS ELEVATION, SECTION, PLAN, AND DETAIL
24-512-60223 WATER TANKS ELEVATION, SECTION, PLAN, AND DETAIL
Digitally signed by MICHAEL KRAMER Date: 2023.11.27 13:29:15 -07'00'
New Mexico
W
S
Overhead power line
Buried electric
Sewer
Water
Fiber optic
Centerline
Force Main
Chain link fence
Cleanout
Manhole
LEGEND
F
E
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
PEER REVIEWER
A.HADLAND
A.HADLAND
K.PELZER
SHEET
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LOCATION AND KEY MAP
GENERAL NOTES AND
SYMBOLS
DENVER, CO
24-D-60137
Sierra County
Project site
GENERAL NOTES
1. General Notes, Legend, and Abbreviations apply to all drawings.
2. Unknown elevations and diameters of existing utilities shall be determined by the Contractor and reported to the COR in accordance with Specifications.
3. Not all utilities shown, Contractor to locate and protect per Specifications.
4. Contractor shall shore or slope all excavations as needed for safety.
5. For utility trenching details, see (60184).
ABBREVIATIONS
Cl - Centerline CMP - Corrugated metal pipe Cont. - Continued E - Electrical F - Fiber Optic FM - Force main INV - Invert MH - Manhole NGS - National Geodetic Survey OHE - Overhead electric RCP - Reinforced concrete pipe Rd - Road S - Sewer SCP - Survey control point UGE - Underground electric W - Water WW - Wastewater WWTP - Wastewater treatment plant WC - Welcome Center
PROJECT DATUMS
Horizontal: New Mexico State Plane - West Zone, U.S. Survey ft based on the NAD83 datum Grid to Ground correction factor: 1.00025130
Vertical: NAVD88, U.S. Survey ft Geoid 18
KEY MAP
Not to Scale
LOCATION MAP
Not to Scale
Approximately 5 miles to Truth or Consequences
NGS BENCHMARKS
Name PID
U 86 DS0847
R 232 DS0848
Elephant Butte Reservoir
Project site SURVEY CONTROL POINTS Point Northing Easting Elevation
Base/Opus point 781811.26 2922022.51 4532.87
SCP1 780775.24 2922197.75 4458.62
SCP2 781536.74 2922637.29 4431.59
SCP3 782307.22 2922016.87 4404.94
SCP4 781795.34 2921372.51 4475.31
SCP5 781021.14 2920076.90 4581.52
SCP6 781752.99 2920761.99 4625.38
SCP7 782575.50 2920457.53 4462.17
SCP8 783342.50 2919999.11 4579.14
EL
EV
A
TI
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STATION
1000+00 1001+00 1002+00 1003+00 1004+00 1005+00
El. 4446.46
S=-0.00380
S=-0.00390
S=-0.00380
S=-0.00390
B eg in W
W W
C t o lif t st at io n M
H -1
.9
A s-bu ilt
M H
-1 no t vi si bl e
Fi el d ve ri fy
El. 4448.38
El. 4447.26El. 4447.49
S=-0.00380
.8
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0" C
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C ro ss in g
WW WC to lift station Inv.
F
F
F
F
F
F
F
F
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F F
F
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W
W
W
W
W
W
W
W W
W
W
W
W
W
W
W
E
E E
E
E
E
E
E
E
E
E
W
W
W
Edge of asphalt, typ.
Retaining wall
1002+95.97 As-built MH 16 MH not visible N=782242.24 E=2921882.48
1000+00 Begin WW WC to lift station As-built MH-15 N=782310.42 E=2921594.41
MH not on as-built, visible in field N=782117.20 E=2922020.35
1002+33.89 Center of 30" CMP crossing N=782255.90 E=2921821.83
Welcome Center
Existing cleanout, see General Notes-
Wastewater (60141)
Fiber optic line, see Note 3
See Note 1
Water line, see Note 5
Existing buried electrical line, see Specifications regarding preservation
Buried parallel electrical & fiber optic lines, see Notes 3 & 4
Existing overhead electrical line to be removed, see Note 2
Inv. El.=4448.02
Inv. El.=4445.67
WW WC to Lift Station, replace existing WW in-kind
Existing buried electric line, see Specifications regarding preservation
Existing buried electric line, see Specifications regarding preservation
Existing overhead electrical pole
E
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WW WC TO LIFT STATION ALIGNMENT
See General Civil Note (60139) casitas, typ.
M
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WASTEWATER - PLAN
AND PROFILE
WELCOME CENTER AND
CASITAS 1000+00 TO
1005+00
DENVER, CO
24-D-60142
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
PEER REVIEWER
A.HADLAND
A.HADLAND
K.PELZER
Existing ground
PLAN
1" = 20'
PROFILE
Vertical scale exaggerated 10X for clarity
8DR25
NOTES
1. See (60192) for Electrical pad description
2. See (60191) for Electrical demolition
3. See (60205) for Fiber optic
4. See (60192) for Electrical
5. See (60154) for Water
A
TI
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STATION
1005+00 1006+00 1007+00 1008+00 1009+00 1009+30
El. 4444.59
El. 4446.46 S=-0.00451
.8
A s-bu ilt
M H
-1 no t vi si bl e fie ld v er ify
.5
A s-bu ilt
M H
-1
S=-0.00451
El. 4444.60
El. 4446.00
S=-0.00390 WW WC Inv.
S
S
S
S
S
S 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
E
E
E
E
E
E E
E E
E E
E E
E
E
F
F
F
F
F F
F F
F F
F F F
Existing cleanout, see General Notes- Wastewater (60141)
Water line, see Note 5
See Note 1
Parallel electrical & fiber optic lines, see Notes 3 & 4
Existing overhead electrical line to be removed, see Note 2
WW WC to Lift Station, replace existing WW in-kind
Existing overhead electrical, see Note 2
Electrical line to transformer, see Note 4
Edge of asphalt, typ.
1006+18.57 As-built MH-17 N=782014.61 E=2922111.02
1009+28.88 As-built MH-18 N=781759.67 E=2922287.38
Existing electrical utility pole
00Existing buried electrical line, see Specifications regarding preservation
WW WC TO LIFT STATION ALIGNMENT
See General Civil Note (60139) casitas, typ.
M
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WASTEWATER - PLAN
AND PROFILE
WELCOME CENTER AND
CASITAS 1005+00 TO
1009+30
DENVER, CO
24-D-60143
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
PEER REVIEWER
A.HADLAND
A.HADLAND
K.PELZER
PLAN
1" = 20'
PROFILE
Vertical scale exaggerated 10X for clarity
Existing ground
8DR25
NOTES
1. See (60192) for Electrical pad description
2. See (60191) for Electrical demolition
3. See (60205) for Fiber optic
4. See (60192) for Electrical
En d
W W
W C t o lif t st at io n, W et w el l
STATION
1009+30 1010+00 1011+00 1011+71
El. 4442.90
S=-0.00763
S=-0.07909
El. 4444.59
El. 4441.34
WW WC Inv.
.1
4°
'0
5"
S
W W W W W W W
W
F F F F F F F FE E E E E E E E
E
9.67 7.38
Edge of asphalt, typ.
Existing overhead electrical line to be removed, see Note 2
1011+71 End WW WC to lift station Wet well N=781521.17 E=2922331.66
Existing cleanout, see General Notes- Wastewater (60141)
See Note 1
Water line, see Note 5
WW WC to lift station, Replace existing WW in-kind
Existing buried electrical line, see Specifications regarding preservation
See Note 1
Existing overhead electrical pole
WW WC TO LIFT STATION ALIGNMENT
See General Civil Note (60139) casitas, typ.
M A
TC
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9+
Buried parallel electrical & fiber optic lines, see Notes 3 & 4
A
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WASTEWATER - PLAN
AND PROFILE
WELCOME CENTER AND
CASITAS 1009+30 TO
END
DENVER, CO
24-D-60144
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
PEER REVIEWER
A.HADLAND
A.HADLAND
K.PELZER
PLAN
1" = 20'
PROFILE
Vertical scale exaggerated 10X for clarity
WW RV park to lift station (60145)
Existing ground
8DR25
NOTES
1. See (60192) for Electrical pad description
2. See (60191) for Electrical demolition
3. See (60205) for Fiber optic
4. See (60192) for Electrical
A
TI
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STATION
2000+00 2001+00 2002+00 2003+00 2004+00 2005+00 2005+55
S=-0.00421
S=-0.00336 S=-0.00333
B eg in R
V P ar k
W W a lig nm en t A s-bu ilt
M H
-1
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En d
R V P ar k
W W a lig nm en t W et w el l
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in te rs ec tio n
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M H
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El. 4449.60
El. 4447.50 El. 4449.25 El. 4448.70
Existing grade
RV Park WW Inv.
S S S S S S S S
E
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W
W
W
W
W
E
E
E
E
E
EEE
2000+00 Begin RV Park WW alignment MH-12 As-built N=781004.99 E=2922188.41
2005+54.66 End RV park WW alignment, Wet well N=781540.88 E=2922327.652002+70.31
As-built MH-19 field verify N=781261.99 E=2922272.18
2001+04.79 24" RCP Cl. intersection N=781104.62 E=2922220.88
24" RCP Inv. El.=4451.28
See Note 7
Water line, see Note 5
Buried fiber optic line cont., see Note 3
Casitas, typ.
See Note 1
Edge of asphalt, typ.
See Note 1
Existing buried electrical line, see Specifications regarding preservation
Existing overhead eletrical line to be removed, see Note 2
Existing lift station
Waterline, see Note 5
Parallel electrical and fiber optic line, see Notes 3 & 4
See Note 1
WW force main to WWTP
WW WC to lift station see (60144)
See Note 1
Buried electrical lines, see Note 4
Buried fiber optic line end, see Note 3
WW force main to WWTP, see (60153)
See Note 8
WW RV park to lift station
Edge of concrete
Existing eletrical pole
RV PARK WW ALIGNMENT
45004510
A
LW
A
YS
T H
IN
K
S A
FE
TY
SHEET
D
C
B
A
D
C
B
A
B U
R
EA
U O
F R
EC
LA
M
A
TI
O N
U .S
D
EP
A R
TM
EN
T
O F
TH
E
IN
TE
R
IO
R
C A D
S
YS
TE
M
A ut oC A D
4.
2S
LM
S T
EC
H
C A D
F
IL
EN
A M
E
-D -6
-R D
-1 .D
W G
LA
S T
S A V
ED
D A
TE
-1 0-
LA
S T
S A V
ED
B Y
A M
A R N
ER
R
IO
G R A N
D E
PR
O
JE
C T
EL
EP
H A N
T B U
TT
E
PO
W
ER
A
N D
S
TO
R A G
E D
IV
IS
IO
N
EL
EP
H A N
T B U
TT
E
R
ES
ER
V O
IR
R
EC
R
EA
TI
O
N A
R
EA
H
IS
TO
R
IC
D
IS
TR
IC
T U
TI
LI
TY
R
EP
LA
C
EM
EN
T
WASTEWATER - PLAN
AND PROFILE
RV PARK
DENVER, CO
24-D-60145
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
PEER REVIEWER
A.HADLAND
A.HADLAND
K.PELZER
PLAN
1" = 40'
NOTES
1. See (60192) for Electrical pad description
2. See (60191) for Electrical demolition
3. See (60205) for Fiber Optic
4. See (60192) for Electrical
5. See (60154) for Water
6. See (60146) and (60147) for RV Park utilities locations
7. Invert elevation unavailable, Contractor to survey
8. Contractor to coordinate abandonment point for existing force main pipe with COR.
8DR25
PROFILE
Vertical scale exaggerated 10X for clarity
E
W
W
W
W
W
S S
S S
S S
S
S
S
S
S S
S
S
S
F F
F F
F F
F
F
F
F
E E
E
E
E
E
E
E
E
E E
E E
E E
E
E E
E
E
E
E E
E
E
E E
E E
EW
W
W W
W W
W
W
W
W
W
W
W
W
W
S S
S S
S
18 19
24" RCP Inv. El.=4451.28
See Note 11
Accessible RV site, see Note 7
Accessible RV site, see Note 8
WW force main to WWTP, see Note 6
See Note 1
Water line, see Note 5
Buried fiber optic line start, see Note 3
Existing cleanout, see General Notes-Wastewater (60141)
Existing buried electrical line
WW RV park to lift station
Parallel buried electrical and fiber optic lines, see Notes 3 & 4
24" RCP
Existing electrical pole
Existing overhead electrical line
Hookups, typ.
see Note 9
Edge of asphalt, typ.
Buried electrical line, see Note 4
2001+04.79 N=781104.62 E=2922220.88
Edge of asphalt, typ.
Existing overhead electrical line to be removed, see Note 2
See Note 10
WW FORCE MAIN TO
WWTP ALIGNMENT
RV PARK GUARD POSTS-CAPS
Point #
Northing
781147.86
781139.07
781096.40
781099.67
781063.06
781067.11
781033.54
781037.17
781008.73
781012.21
780981.57
780984.45
780954.46
780956.55
780918.31
780919.77
780888.73
780889.00
780860.85
780859.76
780806.13
780813.16
780760.40
780751.40
780764.80
780755.80
780777.84
780768.87
780784.87
780776.14
780794.75
780785.88
780833.47
780841.73
780885.50
780889.28
780910.36
780913.71
780927.83
780931.20
780961.17
780966.89
781000.93
781006.05
Easting
2922206.64
2922204.72
2922197.23
2922188.85
2922191.62
2922183.59
2922179.27
2922171.03
2922165.44
2922157.15
2922150.56
2922142.03
2922125.26
2922116.51
2922111.31
2922102.43
2922103.52
2922094.53
2922097.66
2922088.73
2922094.21
2922088.59
2922098.65
2922098.89
2922130.34
2922130.58
2922159.98
2922160.73
2922189.22
2922191.39
2922213.10
2922214.65
2922264.77
2922268.34
2922287.79
2922295.96
2922274.49
2922282.84
2922244.11
2922252.46
2922230.02
2922236.96
2922229.00
2922236.40
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
PEER REVIEWER
A.HADLAND
A.HADLAND
K.PELZER
A
LW
A
YS
T H
IN
K
S A
FE
TY
SHEET
D
C
B
A
D
C
B
A
B U
R
EA
U O
F R
EC
LA
M
A
TI
O N
U .S
D
EP
A R
TM
EN
T
O F
TH
E
IN
TE
R
IO
R
C A D
S
YS
TE
M
A ut oC A D
4.
2S
LM
S T
EC
H
C A D
F
IL
EN
A M
E
-D -6
-R D
-1 .D
W G
LA
S T
S A V
ED
D A
TE
-1 0-
LA
S T
S A V
ED
B Y
A M
A R N
ER
R
IO
G R A N
D E
PR
O
JE
C T
EL
EP
H A N
T B U
TT
E
PO
W
ER
A
N D
S
TO
R A G
E D
IV
IS
IO
N
EL
EP
H A N
T B U
TT
E
R
ES
ER
V O
IR
R
EC
R
EA
TI
O
N A
R
EA
H
IS
TO
R
IC
D
IS
TR
IC
T U
TI
LI
TY
R
EP
LA
C
EM
EN
T
RV PARK
UTILITY LOCATIONS
DENVER, CO
24-D-60146
PLAN
1" = 20'
NOTES
1. See (60192) for Electrical pad description
2. See (60191) for Electrical demolition
3. See (60205) for Fiber Optic
4. See (60192) for Electrical
5. See (60154) for Water
6. See (60183) for force main typical detail
7. Contractor will field confirm RV Park utility hookups with COR.
8. See (61601) for typical accessible RV Park utility hookups. Including guard post spacing
9. See (61601) for typical RV connections and guard post spacing.
10. Contractor to coordinate abandonment point for existing force main pipe with
COR.
11. Invert elevation unavailable, Contractor to survey
S
S
S
S
S
S
S
S S
S
S
S
S
S
SS
S
S
S
S
S
S
S
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
Edge of asphalt, typ.
Edge of concrete road, typ.
See Note 1
Water line, see Note 5
See Note 1
See Note 1
Casitas, typ.
Existing overhead electrical line to be removed, see Note 1
Existing buried electrical line, see Specifications regarding preservation
RV park utility hookups, typ.
see Note 9
Existing utility pole, typ.
Proposed WW RV park to lift station
WW force main to WWTP
See Note 10
Existing cleanout, see General Notes- Wastewater (60141)
RV park guard post, typ.
see Note 9
Accessible RV site, see Note 8
Existing overhead electric line
Existing WW WC to Lift Station to be replaced in-kind
Buried electrical line, see Note 4
Existing manhole, typ.
Lift station WW FORCE MAIN TO
WWTP ALIGNMENT
Buried parallel electric & fiber optic lines, see Notes 3 & 4
RV PARK GUARD POSTS-CAPS
Point #
Northing
781666.38
781664.09
781600.32
781597.25
781418.93
781410.83
Easting
2922276.83
2922268.13
2922276.76
2922268.30
2922341.03
2922344.96
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
PEER REVIEWER
A.HADLAND
A.HADLAND
K.PELZER
A
LW
A
YS
T H
IN
K
S A
FE
TY
SHEET
D
C
B
A
D
C
B
A
B U
R
EA
U O
F R
EC
LA
M
A
TI
O N
U .S
D
EP
A R
TM
EN
T
O F
TH
E
IN
TE
R
IO
R
C A D
S
YS
TE
M
A ut oC A D
4.
2S
LM
S T
EC
H
C A D
F
IL
EN
A M
E
-D -6
-R D
-1 .D
W G
LA
S T
S A V
ED
D A
TE
-1 0-
LA
S T
S A V
ED
B Y
M H
EK
M
A
TI
R
IO
G R A N
D E
PR
O
JE
C T
EL
EP
H A N
T B U
TT
E
PO
W
ER
A
N D
S
TO
R A G
E D
IV
IS
IO
N
EL
EP
H A N
T B U
TT
E
R
ES
ER
V O
IR
R
EC
R
EA
TI
O
N A
R
EA
H
IS
TO
R
IC
D
IS
TR
IC
T U
TI
LI
TY
R
EP
LA
C
EM
EN
T
WASTEWATER - PARTIAL
SITE PLAN
RV PARK
DENVER, CO
24-D-60147
SITE PLAN
1" = 20'
NOTES
1. See (60192) for Electrical pad description
2. See (60191) for Electrical demolition
3. See (60205) for Fiber Optic
4. See (60192) for Electrical
5. See (60154) for Water
6. See (60183) for force main typical detail
7. Contractor will field confirm RV Park utility hookups with COR.
8. See (61601) for typical accessible RV Park utility hookups.
9. See (61601) for typical RV connections and guard post spacing.
10. Contractor to coordinate abandonment point for existing force main pipe with COR.
W W
W
W
W
W
W
W
W
W
W
W
W
W
E
E
S
S
S
S
S S
S
S
S
W
W
W
W
W
W
W
W
W
W
W W
W
W
E E
E W W
W
3000+00
3002+00 3004+
3006+00
3008+00
3012+00
3018+00
3020+00
3020+57
3000+00 Begin WW Hilltop housing N=781574.63 E=2921511.79
3019+09.36 Waterline crossing N=782163.08 E=2921596.28
1 2
Base/Opus point, see (60137)
SCP4 See (60137)
SCP3 See (60137)
Residential building, typ.
Existing chainlink fence, Remove & replace as directed by COR
Existing waterline
Existing overhead electrical line
Existing commercial building
Existing WW line
Existing manhole, typ.
Existing retaining wall
Existing cleanout, typ.
Edge of asphalt, typ.
Existing WW WC to lift station to be replaced in-kind
Fiber optic line
44404450
44604470
3020+56.92 Begin WW WC to lift station N=782310.42 E=2921594.41
Existing buried electrical line, See Specifications for preservation
HILLTOP HOUSING POINT TABLE
Point #
Northing
781405.71
781521.34
781939.61
781957.82
781836.07
781874.63
782028.69
Easting
2921692.42
2921888.34
2921826.43
2921683.38
2921390.68
2921390.93
2921585.17
Description
Manhole
Manhole
Manhole
Manhole
Manhole
Manhole
Manhole
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
PEER REVIEWER
D. COFFIN
D. COFFIN
K. PELZER
A
LW
A
YS
T H
IN
K
S A
FE
TY
SHEET
D
C
B
A
D
C
B
A
B U
R
EA
U O
F R
EC
LA
M
A
TI
O N
U .S
D
EP
A R
TM
EN
T
O F
TH
E
IN
TE
R
IO
R
C A D
S
YS
TE
M
A ut oC A D
4.
2S
LM
S T
EC
H
C A D
F
IL
EN
A M
E
-D -6
-R D
-1 .D
W G
LA
S T
S A V
ED
D A
TE
-1 0-
LA
S T
S A V
ED
B Y
A M
A R N
ER
R
IO
G R A N
D E
PR
O
JE
C T
EL
EP
H A N
T B U
TT
E
PO
W
ER
A
N D
S
TO
R A G
E D
IV
IS
IO
N
EL
EP
H A N
T B U
TT
E
R
ES
ER
V O
IR
R
EC
R
EA
TI
O
N A
R
EA
H
IS
TO
R
IC
D
IS
TR
IC
T U
TI
LI
TY
R
EP
LA
C
EM
EN
T
WASTEWATER - PLAN
HILLTOP HOUSING
DENVER, CO
24-D-60148
PLAN
1" = 50'
A
TI
O N
STATION
3000+00 3005+00 3010+00
S=-0.00200 S=-0.02246
S=-0.05750
El. 4541.46 El. 4540.89
El. 4535.77
El. 4510.00
Existing ground
El. 4504.01
S=-0.16970
S ta rt o f W
W H ill to p H ou si ng
.1
M H
-1
.9
M H
-2
.0
M H
-3
WW Hilltop Housing Inv.
3000+00 Begin WW Hilltop Housing N=781574.63 E=2921511.79
3019+18.31 N=782171.72 E=2921600.31 Waterline crossing
MH-3
MH-1
Edge of asphalt
Existing cleanout
Existing wastewater line
Existing retaining wall
Residential building
Existing chainlink fence, see Note 1
WW Hilltop Housing line
Existing wire gate, see Note 1
Existing electrical pole
Existing overhead electrical line
Existing waterline
Edge of asphalt, typ.
446044
+00
3001+50
3003+00
3004+50
3006+00
3007+
+0
MATCH LINE 3010+00
3000+35.94 Horiz. Δ=79°38'15" N=781598.84 E=2921538.36
3001+18.15 Horiz. Δ=20°57'51" N=781549.03 E=2921603.76
3006+00 Horiz. Δ=17°28'37" N=781599.56 E=2921853.03
3006+61.59 Horiz. Δ=9°29'54" N=781660.72 E=2921845.72
3007+34.02 Horiz. Δ=3°56'37" N=781730.23 E=2921825.37
3008+20.33 Horiz. Δ=31°07'29" N=781811.20 E=2921795.49
3009+13.01 Horiz. Δ=53°00'14" N=781890.64 E=2921836.69
MH-2
HILLTOP HOUSING POINT TABLE
Point #
MH-1
MH-2
MH-3
Northing
781405.71
781521.34
781939.61
Easting
2921692.42
2921888.34
2921826.43
Description
Manhole
Manhole
Manhole
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
PEER REVIEWER
D. COFFIN
D. COFFIN
K. PELZER
LW
A
YS
T H
IN
K
S A
FE
TY
SHEET
D
C
B
A
D
C
B
A
B U
R
EA
U O
F R
EC
LA
M
A
TI
O N
U .S
D
EP
A R
TM
EN
T
O F
TH
E
IN
TE
R
IO
R
C A D
S
YS
TE
M
A ut oC A D
4.
2S
LM
S T
EC
H
C A D
F
IL
EN
A M
E
-D -6
-R D
-1 .D
W G
LA
S T
S A V
ED
D A
TE
-1 0-
LA
S T
S A V
ED
B Y
A M
A R N
ER
R
IO
G R A N
D E
PR
O
JE
C T
EL
EP
H A N
T B U
TT
E
PO
W
ER
A
N D
S
TO
R A G
E D
IV
IS
IO
N
EL
EP
H A N
T B U
TT
E
R
ES
ER
V O
IR
R
EC
R
EA
TI
O
N A
R
EA
H
IS
TO
R
IC
D
IS
TR
IC
T U
TI
LI
TY
R
EP
LA
C
EM
EN
T
WASTEWATER - PLAN
AND PROFILE
HILLTOP HOUSING
3000+00 TO 3010+00
DENVER, CO
24-D-60149
PLAN
1" = 50'
8DR25
NOTE
1. Protect existing features (fencing, gates, etc.) in accordance with Specifications unless otherwise directed by COR.
PROFILE
Vertical Scale exaggerated 10x for clarity
A
TI
O N
STATION
3010+00 3015+00 3020+00 3021+00
.2
M H
-4
.2
M H
-6
.3
M H
-5
.9
En d
W W
H ill to p
H ou si ng
El. 4445.36
.4
C M
P C l.
in te rs ec tio n
.3
W at er lin e cr os si ng
El. 4455.00 El. 4450.35
El. 4464.64El. 4465.76
El. 4467.40
El. 4485.46
El. 4504.01
Existing ground
.5
M H
-7
S=-0.17020
S=-0.02888
S=-0.05641
S=-0.03452
3020+
3010+00
3014+00
+003018+
3020+
3000+00 N=781574.63 E=2921511.79 Begin WW hilltop housing
3019+09.36 Waterline crossing N=782163.08 E=2921596.28
3020+56.92 End WW Hilltop Housing Begin WW WC to lift station N=782310.42 E=2921594.41
MATCH LIN
E
010+00
24" CMP Inv. El.=4471.59
SCP4, see (60137)
Existing wastewater line
MH-5
MH-6
MH-7
MH-4
Edge of asphalt, typ.
Existing electric pole, typ.
Existing overhead eletrical line
Existing waterline
Welcome Center
Cont. Hilltop Housing wastewater line
Existing cleanout, see General Notes- Wastewater (60141)
Fiber optic line, see Note 3
WW WC to Lift Station
Existing buried electrical line
Existing manhole
4420 44
4470 44
Existing retaining wall
3014+27.40 24" CMP Cl. Intersection N=781825.63 E=2921417.72
Bend Sta.=3000+35.94 (WW Hilltop Housing) Δ=79°38'15" N=781,598.84 E=2,921,538.36
3014+20.15 Horiz. Δ=37°06'25" N=781823.01 E=2921424.48
3015+63.61 Horiz. Δ=11°07'39" N=781879.27 E=2921459.44
3016+11.62 Horiz. Δ=31°36'10" N=781891.70 E=2921505.81
3016+94.89 Horiz. Δ=27°14'48" N=781952.21 E=2921563.03
24" CMP Inv. El.=4470.39
HILLTOP HOUSING POINT TABLE
Point #
MH-4
MH-5
MH-6
MH-7
Northing
781957.82
781836.07
781874.63
782028.69
Easting
2921683.38
2921390.68
2921390.93
2921585.17
Description
Manhole
Manhole
Manhole
Manhole
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
PEER REVIEWER
D. COFFIN
D. COFFIN
K. PELZER
A
LW
A
YS
T H
IN
K
S A
FE
TY
SHEET
D
C
B
A
D
C
B
A
B U
R
EA
U O
F R
EC
LA
M
A
TI
O N
U .S
D
EP
A R
TM
EN
T
O F
TH
E
IN
TE
R
IO
R
C A D
S
YS
TE
M
A ut oC A D
4.
2S
LM
S T
EC
H
C A D
F
IL
EN
A M
E
-D -6
-R D
-1 .D
W G
LA
S T
S A V
ED
D A
TE
-1 0-
LA
S T
S A V
ED
B Y
A M
A R N
ER
R
IO
G R A N
D E
PR
O
JE
C T
EL
EP
H A N
T B U
TT
E
PO
W
ER
A
N D
S
TO
R A G
E D
IV
IS
IO
N
EL
EP
H A N
T B U
TT
E
R
ES
ER
V O
IR
R
EC
R
EA
TI
O
N A
R
EA
H
IS
TO
R
IC
D
IS
TR
IC
T U
TI
LI
TY
R
EP
LA
C
EM
EN
T
WASTEWATER - PLAN
AND PROFILE
HILLTOP 3010+00 TO
END
DENVER, CO
24-D-60150
PLAN
1" = 50'
PROFILE
Vertical scale exaggerated 10X for clarity
8DR25
WW Hilltop Housing Inv.
SCP7, see (60137)
4000+00
MH-8
Begin Hospital Canyon WW alignment N=782396.75 E=2920407.17
4009+75.84
MH-13
N=782722.60 E=2921168.47
4007+57.66
MH-12
N=782759.80 E=2920953.49
4004+64.95
MH-11
N=782566.63 E=2920733.57
4001+29.75
MH-10
N=782526.31 E=2920400.81
Abandon MH-9 N=782406.45 E=2920374.05
4002+61.29 Potable water crossing N=782542.14 E=2920531.39
Existing WW Hospital Canyon to be replaced in-kind
4010+24.20 End WW Hospital Canyon
MH-14
N=782683.40 E=2921196.79
Existing waterline
Waterline (60154)
4010+24
4000+00
00 40
4006+00
+00
NM State Highway 51
Highway 195
Existing overhead electrical line
Existing retaining wall
Edge of road, typ.
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
PEER REVIEWER
A.HADLAND
A.HADLAND
K.PELZER
A
LW
A
YS
T H
IN
K
S A
FE
TY
SHEET
D
C
B
A
D
C
B
A
B U
R
EA
U O
F R
EC
LA
M
A
TI
O N
U .S
D
EP
A R
TM
EN
T
O F
TH
E
IN
TE
R
IO
R
C A D
S
YS
TE
M
A ut oC A D
4.
2S
LM
S T
EC
H
C A D
F
IL
EN
A M
E
-D -6
-R D
-1 .D
W G
LA
S T
S A V
ED
D A
TE
-1 0-
LA
S T
S A V
ED
B Y
A M
A R N
ER
R
IO
G R A N
D E
PR
O
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C T
EL
EP
H A N
T B U
TT
E
PO
W
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A
N D
S
TO
R A G
E D
IV
IS
IO
N
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EP
H A N
T B U
TT
E
R
ES
ER
V O
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R
EC
R
EA
TI
O
N A
R
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EN
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WASTEWATER - PLAN
HOSPITAL CANYON
DENVER, CO
24-D-60151
PLAN
1" = 50'
4000+00 Begin WW Hospital Canyon alignment
MH-8
N=782396.75 E=2920407.17
4010+24.20 End WW Hospital Canyon
MH-14
N=782683.40 E=2921196.79
4007+57.66
MH-12
N=782759.80 E=2920953.49
4004+64.95
MH-11
N=782566.63 E=2920733.57
4001+29.75
MH-10
N=782526.31 E=2920400.81
4002+61.29 Potable water crossing N=782542.14 E=2920531.39
4009+75.84
MH-13
N=782722.60 E=2921168.47
SCP7, see (60137)
Existing over head eletrical line, typ.
Water line, see Note 5
Existing water line
Existing cleanout
Existing retaining wall
Existing residential building
Existing edge of asphalt, typ.
Existing edge of gravel road, typ.
NM State Highway 51
+24
4000+00
00 40
4006+00
+00
See Note 6
Abandon MH-9 N=782406.45 E=2920374.05
Existing WW Hospital Canyon to be replaced in-kind
Existing electrical pole, typ.
EL
EV
A
TI
O N
STATION
4000+00 4005+00 4010+00 4010+50
S=-0.01285
S=-0.00238
S=-0.00029
S=-0.00751
S=-0.03163
B eg in W
W H os pi ta l C an yo n M
H -8
.9
M H
-1
.8
M H
-1
.2
En d
W W
H os pi ta l C an yo n
M H
-1
.6
M H
-1
.7
M H
-1
El. 4460.33
El. 4451.92 El. 4449.20
El. 4449.19
El. 4449.72
El. 4456.23
.2
Po ta bl e w at er c ro ss in g
El. 4454.54
Existing ground
WW Hospital Canyon Inv.
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
PEER REVIEWER
A.HADLAND
A.HADLAND
K.PELZER
A
LW
A
YS
T H
IN
K
S A
FE
TY
SHEET
D
C
B
A
D
C
B
A
B U
R
EA
U O
F R
EC
LA
M
A
TI
O N
U .S
D
EP
A R
TM
EN
T
O F
TH
E
IN
TE
R
IO
R
C A D
S
YS
TE
M
A ut oC A D
4.
2S
LM
S T
EC
H
C A D
F
IL
EN
A M
E
-D -6
-R D
-1 .D
W G
LA
S T
S A V
ED
D A
TE
-1 0-
LA
S T
S A V
ED
B Y
A M
A R N
ER
R
IO
G R A N
D E
PR
O
JE
C T
EL
EP
H A N
T B U
TT
E
PO
W
ER
A
N D
S
TO
R A G
E D
IV
IS
IO
N
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EP
H A N
T B U
TT
E
R
ES
ER
V O
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R
EC
R
EA
TI
O
N A
R
EA
H
IS
TO
R
IC
D
IS
TR
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T U
TI
LI
TY
R
EP
LA
C
EM
EN
T
WASTEWATER - PLAN
AND PROFILE
HOSPITAL CANYON
DENVER, CO
24-D-60152
PLAN
1" = 50'
PROFILE
Vertical scale exaggerated 10X for clarity
NOTES
1. See (60192) for Electrical pad description
2. See (60191) for Electrical demolition
3. See (60205) for Fiber optic
4. See (60192) for Electrical
5. See (60154) for Water
6. Contractor to locate and protect existing historic aqueduct. If new sewer interferes with existing historic aqueduct, proceed as directed by COR.
8DR25
S S
S
S
S
S
S
S
S
1011+71
S
S
S
S
S S
S S
S
S
S S
S
S
5000+00 Begin force main at lift station N=781521.17 E=2922331.66 5009+64.96
End Force Main at
WWTP
N=780734.94 E=2921926.96
W
W
W
W
W W
W W
W
W
W W
W
W
W
W
W
W
5000+15 Horiz. Δ=55°40'28" N=781506.47 E=2922334.66
5000+43.14 Horiz. Δ=32°74'34" N=781486.29 E=2922315.05
5002+71.26 Horiz. Δ=6°46'21" N=781262.65 E=2922270.04
5007+32.26 Horiz. Δ=32°34'45" N=780821.87 E=2922135.52
5008+10.15 Horiz. Δ=29°21'08" N=780769.50 E=2922077.86
See Note 1
Existing overhead electrical line to be removed, see Note 2
Remove and abandon existing WW force main line
WW force main to WWTP, see Note 6
Start of proposed buried fiber optic line, see Note 3
Existing buried electrical line, see Specifications regarding preservation
Waterline, see Note 5
Survey control point N=780775.24 E=2922197.75
EL=4458.62
Existing cleanout, see General Notes - Wastewater (60141)
See Note 1
See Note 1
Existing manhole
Buried electrical line, see Note 4
Buried parallel Electrical and fiber optic lines, See Notes 3 & 4
5004+38.23 24" RCP Cl. intersection N=781103.99 E=2922218.02
24" RCP Inv. El.=4451.28
See Note 7
Existing chainlink fence, remove and replace as directed by COR
WW WC
to lift station line, see (60144)
Existing edge of asphalt
Proposed WW RV parking to lift station
Existing lift station
24" RCP
See Note 1
Existing residential building
Existing edge of concrete
Existing waterline
Existing WWTP
+65
5000+00
00 50
00 50
5007+00
5008+00
+00
Fence crossing
FORCE MAIN WW ALIGNMENT
Existing electrical pole, typ.
EL
EV
A
TI
O N
STATION
5000+00 5005+00 5009+65
S=0.00388
S=0.01625
S= 0.
B eg in F or ce
M ai n at
L ift
S ta tio n
A s-bu ilt
M H
-1
.9
En d
Fo rc e M ai n at W
W
TP
6°
'2 2"
Force Main Cl.
Existing ground
R C P
C l.
in te rs ec tio n
EL. 4445.60
EL. 4447.70EL. 4447.30
EL. 4453.21
EL. 4463.85
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
PEER REVIEWER
A.HADLAND
A.HADLAND
K.PELZER
A
LW
A
YS
T H
IN
K
S A
FE
TY
SHEET
D
C
B
A
D
C
B
A
B U
R
EA
U O
F R
EC
LA
M
A
TI
O N
U .S
D
EP
A R
TM
EN
T
O F
TH
E
IN
TE
R
IO
R
C A D
S
YS
TE
M
A ut oC A D
4.
2S
LM
S T
EC
H
C A D
F
IL
EN
A M
E
-D -6
-R D
-1 .D
W G
LA
S T
S A V
ED
D A
TE
-1 0-
LA
S T
S A V
ED
B Y
A M
A R N
ER
R
IO
G R A N
D E
PR
O
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C T
EL
EP
H A N
T B U
TT
E
PO
W
ER
A
N D
S
TO
R A G
E D
IV
IS
IO
N
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EP
H A N
T B U
TT
E
R
ES
ER
V O
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R
EC
R
EA
TI
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N A
R
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TO
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R
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LA
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EN
T
WASTEWATER - PLAN
FORCE MAIN
DENVER, CO
24-D-60153
PLAN
1" = 40'
NOTES
1. See (60192) for Electrical pad description
2. See (60191) for Electrical demolition
3. See (60205) for Fiber optic
4. See (60192) for Electrical
5. See (60154) for Water
6. See Detail 1 (60183) for force main typical detail
7. Invert elevation unavailable, Contractor to survey
PROFILE
Vertical Scale exaggerated 10x for clarity
8DR25
A
TI
O N
STATION
0+00 1+00 2+00 2+35
EL
EV
A
TI
O N
STATION
2+35 3+00 4+00 5+005+05
S=-0.07143
S=-0.07740
S=-0.62880 S=-0.35000
S=-0.22007
S=0.00000S=0.00000
S=-0.47653
S=-0.20000
S=-0.06212
S=-0.46878 S=0.00000
S=-0.16317
S=-0.26025
S=-0.41442
0+
3+
3+
.1
3+
2+
2+
1+
1+
.5
1+
1+
0+
.8
0+
0+
.8
0+
.6
0+
.7
EL. 4576.0
EL. 4480.0
EL. 4482.8
EL. 4510.0
EL. 4524.0
EL. 4532.8EL. 4532.8
EL. 4532.8
EL. 4544.0
EL. 4548.0
EL. 4550.0
EL. 4563.0
EL. 4563.0
EL. 4573.8
EL. 4565.0
S ta
3+
.6
Ex is tin g st or m d ra in
S ta
4+
.7
Ed ge o f pa ve m en t
S ta
0+
A nc ho r bl oc k
S ta
0+
.8
Th ru st b lo ck
S ta
2+
A nc ho r bl oc k
S ta
3+
.1
Th ur st b lo ck
S ta
1+
.5
Th ru st b lo ck
Existing ground
Existing ground
0+00.80 N=783254.27 E=2920110.45 Begin alignment Paralell line meter valve backflow prevention
0+00 N=783257.86 E=2920133.59 Begin alignment Main Line meter valve backflow prevention
0+53.26 N=783204.73 E=2920137.94 Approx. access road centerline
0+97.55 N=783160.80 E=2920143.51 Approx. access road centerline
1+76.22 N=783082.66 E=2920152.64 Approx. access road centerline
Paralell lines from concrete tank
6" PVC
Ex is tin g st on e va ul t
36" CMP
1+44.32 N=783114.29 E=2920148.51 Overhead power
1+83.38 N=783075.36 E=2920151.95 Overhead power
2+23.16 N=783035.92 E=2920157.13 Overhead power
3+80.68 N=782879.68 E=2920177.15 Existing 24" storm drain pipe
4+53.78 N=782807.05 E=2920185.55 Edge of paved road
455045604570
0+25.55 N=783239.89 E=2920131.57 Thrust block
TC
H L
TA
.6
0 20' 40'10'
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
ADMIN APPROVAL
E. LUJAN
E. LUJAN
R. BERNAL
PLAN
1" = 20'
PROFILE
Vertical scale exaggerated 10X for clarity
NOTES
1. See (60192) for Electrical pad description
2. See (60191) for Electrical demolition
3. See (60205) for Fiber
4. See (60192) for Electrical
5. See (60141) for Sewer
6. Thrust or Anchor block control at all bend and tee fittings and slope changes noted on drawings.
A
LW
A
YS
T H
IN
K
S A
FE
TY
SHEET
D
C
B
A
D
C
B
A
B U
R
EA
U O
F R
EC
LA
M
A
TI
O N
U .S
D
EP
A R
TM
EN
T
O F
TH
E
IN
TE
R
IO
R
C A D
S
YS
TE
M
A ut oC A D
4.
2S
LM
S T
EC
H
C A D
F
IL
EN
A M
E
-5
-6
-R
D -1
.D W
G
LA
S T
S A V
ED
D A
TE
-1 1-
LA
S T
S A V
ED
B Y
A M
A R N
ER
R
IO
G R A N
D E
PR
O
JE
C T
EL
EP
H A N
T B U
TT
E
PO
W
ER
A
N D
S
TO
R A G
E D
IV
IS
IO
N
EL
EP
H A N
T B U
TT
E
R
ES
ER
V O
IR
R
EC
R
EA
TI
O
N A
R
EA
H
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TO
R
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TR
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R
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LA
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EN
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WATER - PLAN AND
PROFILE
HOSPITAL CANYON
STA. 00+00 - 5+05
ALBUQUERQUE, NM
24-512-60156
A
TI
O N
STATION
5+05 6+00 7+00 8+00 9+00 10+00 10+39
S=-0.00829 S=0.01361 S=0.05138
S=-0.07565
S=-0.05000
7+
8+
9+
7+
5+
5+
EL. 4456.9 EL. 4458.0
EL. 4463.1
EL. 4457.4
EL. 4468.0
EL. 4470.0
S ta
5+
.4
S to rm d ra in
S ta
6+
.4
V al ve S ta
6+
.9
V al ve S ta
6+
S tr om d ra in
S ta
7+
.4
S to rm d ra in
S ta
7+
.0
S to rm d ra in
S ta
8+
.4
V al ve S ta
8+
.6
Fi re h yd ra nt
S ta
8+
.8
V al ve
S ta
6+
.4
En d pa ra le ll lin es
S ta
8+
.6
B eg in p ar al el l l in es
S ta
6+
.0
M ar in a La te ra l
Existing ground
4+53.78 N=782807.05 E=2920185.55 Edge of paved road
5+88.40 N=782694.72 E=2920237.34 Existing 36" Storm drain pipe
6+70.49 N=782652.89 E=2920307.98 Valve Main
6+70.90 N=782650.74 E=2920307.19 Valve Paralell
6+80.44 N=782647.51 E=2920316.35 Valve Paralell to main
7+04.41 N=782638.52 E=2920338.83 Existing 36" storm drain pipe
8+80.60 N=782562.74 E=2920497.78 Fire hydrant Thrust block
8+76.46 N=782561.27 E=2920491.99 Valve Paralell line
9+90.22 N=782503.11 E=2920589.78 Overhead power
Gravel road
7+43.04 N=782622.25 E=2920373.87 Existing drain culvert
Winding road alignment
8+99.82 N=782552.51 E=2920514.05 Valve Main line
9+09.44 N=782546.46 E=2920521.61 Overhead power
8+66.65 N=782570.16 E=2920485.97 Begin paralell lines Thrust block
6+80.46 N=782649.98 E=2920317.81 End paralell lines Thrust block
Residential building
4460 44
4470 4470
6+88.01 N=782646.21 E=2920324.35 Marina Lateral Valve Thrust block
5+42.15 N=782719.59 E=2920198.30 Thrust blocks
6+80.20 N=782649.83 E=2920317.42
MATCH LIN
TA 5+04.67
PLAN
1" = 20'
PROFILE
Vertical scale exaggerated 10X for clarity
NOTES
1. See (60192) for Electrical pad description
2. See (60191) for Electrical demolition
3. See (60205) for Fiber
4. See (60192) for Electrical
5. See (60141) for Sewer
6. Thrust or Anchor block control at all bend and tee fittings and slope changes noted on drawings.
7. Fire hydrant locations to be field verified by COR.
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
ADMIN APPROVAL
E. LUJAN
E. LUJAN
R. BERNAL
A
LW
A
YS
T H
IN
K
S A
FE
TY
SHEET
D
C
B
A
D
C
B
A
B U
R
EA
U O
F R
EC
LA
M
A
TI
O N
U .S
D
EP
A R
TM
EN
T
O F
TH
E
IN
TE
R
IO
R
C A D
S
YS
TE
M
A ut oC A D
4.
2S
LM
S T
EC
H
C A D
F
IL
EN
A M
E
-5
-6
-R
D -1
.D W
G
LA
S T
S A V
ED
D A
TE
-1 1-
LA
S T
S A V
ED
B Y
A M
A R N
ER
R
IO
G R A N
D E
PR
O
JE
C T
EL
EP
H A N
T B U
TT
E
PO
W
ER
A
N D
S
TO
R A G
E D
IV
IS
IO
N
EL
EP
H A N
T B U
TT
E
R
ES
ER
V O
IR
R
EC
R
EA
TI
O
N A
R
EA
H
IS
TO
R
IC
D
IS
TR
IC
T U
TI
LI
TY
R
EP
LA
C
EM
EN
T
WATER - PLAN AND
PROFILE
HOSPITAL CANYON
STA. 5+05- 10+39
ALBUQUERQUE, NM
24-512-60157
A
TI
O N
STATION
10+39 11+00 12+00 13+00 14+00 15+00 15+33
S=0.06846
S=0.07942
S=0.31217
.3
EL. 4496.0
EL. 4500.8
EL. 4517.4
S ta
.8
V al ve m ai n
S ta
.2
V al ve p ar al el l l in e
S ta
.5
V al ve p ar al el l l in e to m ai n
S ta
.6
Pu m ph ou se b yp as s
S ta
Th ru st b lo ck
Existing ground
6" PVC water line from tanks
6" PVC from concrete tank Main supply alignment To pumphouse
Welcom Center Alignment
Existing Pumphouse
6" Pumphouse bypass line
Pumphouse pump bypass
3.11 89.78 power
14+49.29 N=782211.93 E=2920931.48 Valve Paralell line
14+47.80 N=782214.64 E=2920934.99 Valve Main
14+87.83 N=782176.15 E=2920945.99 Overhead power
14+04.75 N=782255.50 E=2920921.45 Thrust blocks
14+59.68 N=782203.22 E=2920938.26 Pumphouse bypass Thrust block
14+52.35 N=782210.12 E=2920935.79 Thrust block
14+52.51 N=782209.56 E=2920934.36 Valve Paralell line to main
14+52.35 N=782210.12 E=2920935.79 Thrust block
14+70.26 N=782192.90 E=2920940.65 Valve
CH
L
ST
1" = 20'
PROFILE
Vertical scale exaggerated 10X for clarity
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
ADMIN APPROVAL
E. LUJAN
E. LUJAN
R. BERNAL
A
LW
A
YS
T H
IN
K
S A
FE
TY
SHEET
D
C
B
A
D
C
B
A
B U
R
EA
U O
F R
EC
LA
M
A
TI
O N
U .S
D
EP
A R
TM
EN
T
O F
TH
E
IN
TE
R
IO
R
C A D
S
YS
TE
M
A ut oC A D
4.
2S
LM
S T
EC
H
C A D
F
IL
EN
A M
E
-5
-6
-R
D -1
.D W
G
LA
S T
S A V
ED
D A
TE
-1 1-
LA
S T
S A V
ED
B Y
A M
A R N
ER
R
IO
G R A N
D E
PR
O
JE
C T
EL
EP
H A N
T B U
TT
E
PO
W
ER
A
N D
S
TO
R A G
E D
IV
IS
IO
N
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EP
H A N
T B U
TT
E
R
ES
ER
V O
IR
R
EC
R
EA
TI
O
N A
R
EA
H
IS
TO
R
IC
D
IS
TR
IC
T U
TI
LI
TY
R
EP
LA
C
EM
EN
T
WATER - PLAN AND
PROFILE
HOSPITAL CANYON
STA. 10+39 - 15+33
ALBUQUERQUE, NM
24-512-60158
NOTES
1. See (60192) for Electrical pad description
2. See (60191) for Electrical demolition
3. See (60205) for Fiber
4. See (60192) for Electrical
5. See (60141) for Sewer
6. Thrust or Anchor block control at all bend and tee fittings and slope changes noted on drawings.
A
TI
O N
STATION
16+00 17+00 17+80
EL
EV
A
TI
O N
STATION
17+80 18+00 19+00 20+00 21+00 21+27
S=-0.32200
S=-0.25000
S=-0.16000
S=-0.30000
S=-0.04389
EL. 4627.1
EL. 4582.0
EL. 4562.0
EL. 4546.0
EL. 4534.0
EL. 4530.8
S ta
.4
Fi re h yd ra nt
S ta
.1
V al ve
S ta
.5
W ar eh ou se la te ra l
S ta
Th ru st b lo ck
Existing ground
Existing ground
6" PVC tank outlet to Hostipal Canyon alignment
Hilltop Housing alignment
Warehouse lateral field route to existing
6" PVC
NMDOT Permit Required to cross State Highway
20+00.06 N=781477.80 E=2920394.83 Fire hydrant Thrust block
20+29.86 N=781502.39 E=2920387.65 Valve
19+90.22 N=781470.25 E=2920401.14 Warehouse lateral Thrust block
19+81.22 N=781464.39 E=2920406.73 Thrust block
Existing Steel Water Tanks
20+18.36 N=781491.83 E=2920383.09
ATC
H LI
NE
21+34.68
PLAN
1" = 20'
PROFILE
Vertical scale exaggerated 10X for clarity
NOTES
1. See (60192) for Electrical pad description
2. See (60191) for Electrical demolition
3. See (60205) for Fiber
4. See (60192) for Electrical
5. See (60141) for Sewer
6. Thrust or Anchor block control at all bend and tee fittings and slope changes noted on drawings.
7. Fire hydrant locations to be field verified by COR.
6. The contractor shall obtain all necessary NMDOT permits required to complete the project where alignments transect NMDOT right-of-way.
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
ADMIN APPROVAL
E. LUJAN
E. LUJAN
R. BERNAL
A
LW
A
YS
T H
IN
K
S A
FE
TY
SHEET
D
C
B
A
D
C
B
A
B U
R
EA
U O
F R
EC
LA
M
A
TI
O N
U .S
D
EP
A R
TM
EN
T
O F
TH
E
IN
TE
R
IO
R
C A D
S
YS
TE
M
A ut oC A D
4.
2S
LM
S T
EC
H
C A D
F
IL
EN
A M
E
-5
-6
-R
D -1
.D W
G
LA
S T
S A V
ED
D A
TE
-1 1-
LA
S T
S A V
ED
B Y
A M
A R N
ER
R
IO
G R A N
D E
PR
O
JE
C T
EL
EP
H A N
T B U
TT
E
PO
W
ER
A
N D
S
TO
R A G
E D
IV
IS
IO
N
EL
EP
H A N
T B U
TT
E
R
ES
ER
V O
IR
R
EC
R
EA
TI
O
N A
R
EA
H
IS
TO
R
IC
D
IS
TR
IC
T U
TI
LI
TY
R
EP
LA
C
EM
EN
T
WATER - PLAN AND
PROFILE
HOSPITAL CANYON LOOP
STA. 16+00 - 21+27
ALBUQUERQUE, NM
24-512-60159
A
TI
O N
STATION
21+27 22+00 23+00 24+00 25+00 26+00 26+43
S=-0.08497
.1
EL. 4480.8
EL. 4523.17
EL. 4479.52
Existing ground
6" PVC Hospital Canyon alignment
Edge of road
25+93.17 N=782053.63 E=2920366.61
MATCH LINE STA 21+31.03
C H
L
6+
.4
1" = 20'
PROFILE
Vertical scale exaggerated 10X for clarity
NOTES
1. See (60192) for Electrical pad description
2. See (60191) for Electrical demolition
3. See (60205) for Fiber
4. See (60192) for Electrical
5. See (60141) for Sewer
6. Thrust or Anchor block control at all bend and tee fittings and slope changes noted on drawings.
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
ADMIN APPROVAL
E.LUJAN
E. LUJAN
R. BERNAL
A
LW
A
YS
T H
IN
K
S A
FE
TY
SHEET
D
C
B
A
D
C
B
A
B U
R
EA
U O
F R
EC
LA
M
A
TI
O N
U .S
D
EP
A R
TM
EN
T
O F
TH
E
IN
TE
R
IO
R
C A D
S
YS
TE
M
A ut oC A D
4.
2S
LM
S T
EC
H
C A D
F
IL
EN
A M
E
-5
-6
-R
D -1
.D W
G
LA
S T
S A V
ED
D A
TE
-1 1-
LA
S T
S A V
ED
B Y
A M
A R N
ER
R
IO
G R A N
D E
PR
O
JE
C T
EL
EP
H A N
T B U
TT
E
PO
W
ER
A
N D
S
TO
R A G
E D
IV
IS
IO
N
EL
EP
H A N
T B U
TT
E
R
ES
ER
V O
IR
R
EC
R
EA
TI
O
N A
R
EA
H
IS
TO
R
IC
D
IS
TR
IC
T U
TI
LI
TY
R
EP
LA
C
EM
EN
T
WATER - PLAN AND
PROFILE
HOSPITAL CANYON LOOP
STA. 21+27 - 26+43
ALBUQUERQUE, NM
24-512-60160
A
TI
O N
STATION
26+43 27+00 28+00 29+00 30+00 31+00 31+77
S=-0.06869
S=-0.11962
S=-0.03014 S=-0.01513
S=-0.02576 S=0.00000
.1
.1
.1
.1
.1
.1
EL. 4476.7
EL. 4467.1
EL. 4464.7 EL. 4462.6
EL. 4460.0 EL. 4460.0
S ta
.8
V al ve
S ta
.8
V al ve H os pi ta l C an yo n to
M ai n
Existing ground
E s
Winding road alignment
Residential building
28+83.30 N=782298.36 E=2920402.12 Overhead power
29+75.91 N=782390.19 E=2920411.39 Overhead power
Field route water lines to buildings match downstream pipe
31+61.84 N=782556.90 E=2920478.29 Valve Hospital Canyon alignment
31+74.83 N=782568.25 E=2920484.69 Valve Hospital Canyon alignment to Main
26+91.77 N=782137.30 E=2920314.45 Thrust block
27+66.55 N=782185.71 E=2920371.44 Thrust block
30+50.20 N=782464.35 E=2920415.85
C H
L
6+
.4
1" = 20'
PROFILE
Vertical scale exaggerated 10X for clarity
NOTES
1. See (60192) for Electrical pad description
2. See (60191) for Electrical demolition
3. See (60205) for Fiber
4. See (60192) for Electrical
5. See (60141) for Sewer
6. Thrust or Anchor block control at all bend and tee fittings and slope changes noted on drawings.
7. Water service connections to be installed in-kind to replace existing connections to buildings. Exact locations to be approved by COR.
8. Fire hydrant locations to be field verified by COR.
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
ADMIN APPROVAL
E. LUJAN
E. LUJAN
R. BERNAL
A
LW
A
YS
T H
IN
K
S A
FE
TY
SHEET
D
C
B
A
D
C
B
A
B U
R
EA
U O
F R
EC
LA
M
A
TI
O N
U .S
D
EP
A R
TM
EN
T
O F
TH
E
IN
TE
R
IO
R
C A D
S
YS
TE
M
A ut oC A D
4.
2S
LM
S T
EC
H
C A D
F
IL
EN
A M
E
-5
-6
-R
D -1
.D W
G
LA
S T
S A V
ED
D A
TE
-1 1-
LA
S T
S A V
ED
B Y
A M
A R N
ER
R
IO
G R A N
D E
PR
O
JE
C T
EL
EP
H A N
T B U
TT
E
PO
W
ER
A
N D
S
TO
R A G
E D
IV
IS
IO
N
EL
EP
H A N
T B U
TT
E
R
ES
ER
V O
IR
R
EC
R
EA
TI
O
N A
R
EA
H
IS
TO
R
IC
D
IS
TR
IC
T U
TI
LI
TY
R
EP
LA
C
EM
EN
T
WATER - PLAN AND
PROFILE
HOSPITAL CANYON LOOP
STA. 26+43 - 31+77
ALBUQUERQUE, NM
24-512-60161
A
TI
O N
STATION
32+00 33+00 34+00 34+60
EL
EV
A
TI
O N
STATION
34+60 35+00 36+00 37+00 37+32
S=-0.20774
S=-0.15841
S=-0.25850
S=-0.26250
S=-0.13333
.1
.8
.3
EL. 4626.0
EL. 4504.0
EL. 4512.4
EL. 4518.0
EL. 4576.0
EL. 4618.0
S ta
.7
V al ve
S ta
.6
V al ve
S ta
.5
V al ve
S ta
.1
Th ru st b lo ck
Existing ground Existing ground
37+82.96 N=782187 E=2921088 Valve
6" PVC water line from tanks
6" PVC From Pumphouse to tanks
6" PVC from Tanks Welcome Center Alignment
6" PVC from concrete tank Main supply alignment
To pumphouse
Welcome Center Alignment
Exising Pumphouse
Pumphouse bypass line
45104520
457045
32+06.78 N=781745.73 E=2920744.64 Valve From tanks
32+06.78 N=781747.66 E=2920742.15 Valve To tanks
36+33.61 N=782112.88 E=2920963.04 Valve From pumphouse
36+33.61 N=782110.95 E=2920965.54 Valve To Welcome Center Alignment
Pumphouse pump bypass
36+49.59 N=782125.38 E=2920972.56 Valve Tank bypass Thrust block
W V
37+66.57 N=782180.64 E=2921074.26 Valve
36+63.51 N=782136.45 E=2920981.16
CH
L
.7
1" = 20'
PROFILE
Vertical scale exaggerated 10X for clarity
NOTES
1. See (60192) for Electrical pad description
2. See (60191) for Electrical demolition
3. See (60205) for Fiber
4. See (60192) for Electrical
5. See (60141) for Sewer
6. Thrust or Anchor block control at all bend and tee fittings and slope changes noted on drawings.
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
ADMIN APPROVAL
E. LUJAN
E. LUJAN
R. BERNAL
A
LW
A
YS
T H
IN
K
S A
FE
TY
SHEET
D
C
B
A
D
C
B
A
B U
R
EA
U O
F R
EC
LA
M
A
TI
O N
U .S
D
EP
A R
TM
EN
T
O F
TH
E
IN
TE
R
IO
R
C A D
S
YS
TE
M
A ut oC A D
4.
2S
LM
S T
EC
H
C A D
F
IL
EN
A M
E
-5
-6
-R
D -1
.D W
G
LA
S T
S A V
ED
D A
TE
-1 1-
LA
S T
S A V
ED
B Y
A M
A R N
ER
R
IO
G R A N
D E
PR
O
JE
C T
EL
EP
H A N
T B U
TT
E
PO
W
ER
A
N D
S
TO
R A G
E D
IV
IS
IO
N
EL
EP
H A N
T B U
TT
E
R
ES
ER
V O
IR
R
EC
R
EA
TI
O
N A
R
EA
H
IS
TO
R
IC
D
IS
TR
IC
T U
TI
LI
TY
R
EP
LA
C
EM
EN
T
WATER - PLAN AND
PROFILE
WELCOME CENTER
STA. 32+00 - 37+32
ALBUQUERQUE, NM
24-512-60163
A
TI
O N
STATION
37+32 38+00 39+00 40+00 41+00 42+00 43+0043+11
S=-0.08328
S=-0.06385
S=-0.11381
S=-0.08317
S=0.00000
.6
.3
.3
.9
EL. 4472.0
EL. 4480.0
EL. 4486.8
EL. 4504.0
S ta
.5
V al ve
S ta
.1
V al ve
S ta
.8
A pp ro x.
L od ge c on ne ct io n
S ta
.1
Fi re h yd ra nt
Existing ground
44+21.44 N=782090.23 E=2921557.30 Valve
41+78.88 N=782140.16 E=2921372.09 Field route to Lodge match existing 34" copper
42+51.18 N=782085.74 E=2921419.68 Fire hydrant Thrust block
37+86.63 N=782191.45 E=2921089.92 Valve
6" PVC water line from tanks
40+65.90 N=782224.70 E=2921297.20 Overhead power
4510Pumphouse
Pumphouse bypass
37+66.57 N=782180.64 E=2921074.26 Valve
37+83.14 N=782188.12 E=2921088.87 Thrust block
42+02.84 N=782121.36 E=2921386.96 Overhead power
44+30.53 N=782097.90 E=2921562.58 Winding Road ali4460
45004510
39+13.49 N=782279.20 E=2921171.29 Thrust block
39+89.59 N=782282.15 E=2921246.96 Thrust block
42+95.99 N=782051.78 E=2921448.92 Thrust block
38+29.32 N=782232.51 E=2921101.63
MATCH LINE STA 37+32.71
TC
H L
3+
1" = 20'
PROFILE
1" = 30' Vertical scale exaggerated 10X for clarity
NOTES
1. See (60192) for Electrical pad description
2. See (60191) for Electrical demolition
3. See (60205) for Fiber
4. See (60192) for Electrical
5. See (60141) for Sewer
6. Thrust or Anchor block control at all bend and tee fittings and slope changes noted on drawings.
7. Fire hydrant locations to be field verified by
COR.
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
ADMIN APPROVAL
E. LUJAN
E. LUJAN
R. BERNAL
A
LW
A
YS
T H
IN
K
S A
FE
TY
SHEET
D
C
B
A
D
C
B
A
B U
R
EA
U O
F R
EC
LA
M
A
TI
O N
U .S
D
EP
A R
TM
EN
T
O F
TH
E
IN
TE
R
IO
R
C A D
S
YS
TE
M
A ut oC A D
4.
2S
LM
S T
EC
H
C A D
F
IL
EN
A M
E
-5
-6
-R
D -1
.D W
G
LA
S T
S A V
ED
D A
TE
-1 1-
LA
S T
S A V
ED
B Y
A M
A R N
ER
R
IO
G R A N
D E
PR
O
JE
C T
EL
EP
H A N
T B U
TT
E
PO
W
ER
A
N D
S
TO
R A G
E D
IV
IS
IO
N
EL
EP
H A N
T B U
TT
E
R
ES
ER
V O
IR
R
EC
R
EA
TI
O
N A
R
EA
H
IS
TO
R
IC
D
IS
TR
IC
T U
TI
LI
TY
R
EP
LA
C
EM
EN
T
WATER - PLAN AND
PROFILE
WELCOME CENTER
STA. 37+32 - 43+11
ALBUQUERQUE, NM
24-512-60164
A
TI
O N
STATION
43+11 44+00 45+00 46+00 47+00 48+00 48+61
S=0.00000 S=-0.03333
.8
.7
.7
EL. 4452.0EL. 4452.0
EL. 4456.0
S ta
.8
V al ve
EL. 4453.53
S ta
.4
V al ve
S ta
.5
S to rm d ra in
S ta
.3
H ill to p
H ou si ng al ig nm en t S ta
.2
R es ta ur an t
La te ra l
S ta
.1
V al ve
Existing ground
S ta
.9
V al ve a nd F ir e
H yd ra nt
S ta
.9
V al ve a nd F ir e
H yd ra nt
48+58.84 N=782244.26 E=2921879.05 Valve End Welcome alignment Begin Casitas alignment44+21.44
N=782090.23 E=2921557.30 Valve
Restaurant Lateral Field Route 2" PVC install water meter at building connection
42+49.91 N=782085.74 E=2921417.75 Fire hydrant
44+51.12 N=782113.27 E=2921575.06 Valve
47+99.53 N=782258.07 E=2921821.37 Existing storm drain
44+29.63 N=782096.00 E=2921563.11 Hilltop Housing alignment
44404450
446044704480
43+57.40 N=782046.90 E=2921510.14 Thrust block
46+68.88 N=782287.70 E=2921694.51 Thrust block
45+87.06 N=782236.97 E=2921630.31 Thrust block
44+35.20 N=782099.82 E=2921567.17 Restaurat Lateral Thrust block
48+47.93 N=782247.47 E=2921868.60
Fire Hydrant
CH
LI
+08
1" = 20'
PROFILE
Vertical scale exaggerated 10X for clarity
NOTES
1. See (60192) for Electrical pad description
2. See (60191) for Electrical demolition
3. See (60205) for Fiber
4. See (60192) for Electrical
5. See (60141) for Sewer
6. Thrust or Anchor block control at all bend and tee fittings and slope changes noted on drawings.
7. Meter and service connection locations to be field verified by COR.
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
ADMIN APPROVAL
E. LUJAN
E. LUJAN
R. BERNAL
Nemeth, Mark S P.E.
Padilla, Robert S P.E.
Supervisory Civil Engineer
A
LW
A
YS
T H
IN
K
S A
FE
TY
SHEET
D
C
B
A
D
C
B
A
B U
R
EA
U O
F R
EC
LA
M
A
TI
O N
U .S
D
EP
A R
TM
EN
T
O F
TH
E
IN
TE
R
IO
R
C A D
S
YS
TE
M
A ut oC A D
4.
2S
LM
S T
EC
H
C A D
F
IL
EN
A M
E
-5
-6
-R
D -1
.D W
G
LA
S T
S A V
ED
D A
TE
-0 3-
LA
S T
S A V
ED
B Y
A M
A R N
ER
R
IO
G R A N
D E
PR
O
JE
C T
EL
EP
H A N
T B U
TT
E
PO
W
ER
A
N D
S
TO
R A G
E D
IV
IS
IO
N
EL
EP
H A N
T B U
TT
E
R
ES
ER
V O
IR
R
EC
R
EA
TI
O
N A
R
EA
H
IS
TO
R
IC
D
IS
TR
IC
T U
TI
LI
TY
R
EP
LA
C
EM
EN
T
WATER - PLAN AND
PROFILE
WELCOME CENTER
STA. 43+11 - 48+61
ALBUQUERQUE, NM
24-512-60165
2023-12-01
R
EV
N O dd ed F ir e
H yd ra nt t o
W el co m e C en te r
A lig nm en t
A
TI
O N
STATION
49+00 50+00 51+00 52+00 53+00 53+76
S=-0.00231
EL. 4452.0
Existing ground
EL. 4450.90
49+00 N=782244.26 E=2921879.05 End Welcome Center alignment Begin Casitas alignment
Fiber optic line, see note 3
Sewer line, see note 5
Existing buried electric line, See specificdations regarding preservation
Burried parallel electric & Fiber optic lines, see notes 3 & 4
Existing overhead electrical line to be removed, see note 2
Casita typ.
48+47.93 N=782246.66 E=2921868.41
TC
H L
3+
.0
NOTES
1. See (60192) for Electrical pad description
2. See (60191) for Electrical demolition
3. See (60205) for Fiber
4. See (60192) for Electrical
5. See (60141) for Sewer
6. Thrust or Anchor block control at all bend and tee fittings and slope changes noted on drawings.
7. Water service connections to be installed in-kind to replace existing connections to buildings. Exact locations to be approved by COR.
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
ADMIN APPROVAL
E. LUJAN
E. LUJAN
R. BERNAL
Nemeth, Mark S P.E.
Padilla, Robert S P.E.
Supervisory Civil Engineer
A
LW
A
YS
T H
IN
K
S A
FE
TY
SHEET
D
C
B
A
D
C
B
A
B U
R
EA
U O
F R
EC
LA
M
A
TI
O N
U .S
D
EP
A R
TM
EN
T
O F
TH
E
IN
TE
R
IO
R
C A D
S
YS
TE
M
A ut oC A D
4.
2S
LM
S T
EC
H
C A D
F
IL
EN
A M
E
-5
-6
-R
D -1
.D W
G
LA
S T
S A V
ED
D A
TE
-0 3-
LA
S T
S A V
ED
B Y
EL
U
JA
N
R
IO
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WATER - PLAN AND
PROFILE
CASITAS
STA. 49+00 - 53+76
ALBUQUERQUE, NM
24-512-60166
2023-12-01
PLAN
1" = 20'
PROFILE
Vertical scale exaggerated 10X for clarity
R
EV
N O ed F ir e
H yd ra nt t o
W el co m e C en te r
A lig nm en
A
TI
O N
STATION
53+76 54+00 55+00 56+00 57+00 57+65
.7
EL. 4450.0EL. 4450.88
S ta
.1
V al ve a nd m et er
Existing ground
S ta
.5
V al ve a nd F ir e
H yd ra nt
58+00 N=781537.33 E=2922330.40 End Casitas alignment begin RV park alignment
57+62.11 N=781539.90 E=2922329.92 Valve Water meter
55+37.84 N=781760.45 E=2922289.27 Thrust block
Fiber optic line, see note 3
Sewer line, see note 5
Existing buried electric line, See specificdations regarding preservation
Existing overhead electrical line to be removed, see note 2
Casita typ.
54+05.54 N=781869.46 E=2922214.29
CH
L
1" = 20'
PROFILE
Vertical scale exaggerated 10X for clarity
NOTES
1. See (60192) for Electrical pad description
2. See (60191) for Electrical demolition
3. See (60205) for Fiber
4. See (60192) for Electrical
5. See (60141) for Sewer
6. Thrust or Anchor block control at all bend and tee fittings and slope changes noted on drawings.
7. Water service connections to be installed in-kind to replace existing connections to buildings. Exact locations to be approved by COR.
8. Meter location to be field verified by COR.
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
ADMIN APPROVAL
E. LUJAN
E. LUJAN
R. BERNAL
Nemeth,…
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