B08_Attachment_2_BAND_266697_DRAWINGS_ADDENDUM_01_07APR2026_Stamped.pdf
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- 140P2026R0063
About this file
This document is a set of construction drawings for the Bandelier National Monument infrastructure project, prepared by the Department of Interior's National Park Service. The drawings depict comprehensive site utilities, roadway improvements, and facility modifications across multiple sheets, including detailed plans and profiles for entrance roads, utility systems, mechanical installations, and erosion control measures.
The project encompasses site utility infrastructure (water, sewer, gas, electrical, fiber-optic systems), roadway improvements along the entrance road with asphalt pavement rehabilitation, culvert repairs, erosion control with riprap and curtain walls, guardrail replacement, and tree protection measures for an existing 24-inch Ponderosa Pine tree. Key construction elements include waterline installations with gate valves and service laterals to support new facilities, sanitary sewer line replacements and manhole relocations, electrical primary distribution upgrades with pad-mounted transformers and switchgear, natural gas lateral extensions, and bridge/culvert rehabilitation with stone headwall repairs. The drawings specify protection of existing historical stone gutters, retaining walls, and architectural features throughout the construction area. Work is organized into multiple contract line items (CLINs) addressing distinct systems: main park water system, mesa housing and field operations center utilities, cellular network, rock excavation, roadway improvements, primary electrical inter-connections, Frijoles Canyon wastewater systems, natural gas laterals, fiber-optic infrastructure, and utility feature demolition. Construction requirements include coordination with existing utilities, adherence to historic preservation standards per specification 01 35 91, and phased utility corridor management to minimize site disturbance.
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1 REVISED BY ADDENDUM NO. 1
Digitally signed by Micah E.
Johnson
Date: 2026.04.07 12:39:04-06'00'
INDEX TO DRAWINGS
30 -MESA TOP COMFORT STATION
15 - ENTRANCE ROAD WATER TANK
10 - CANYON MECHANICAL BUILDING
08 - INSTRUMENTATION & CONTROLS
03 - VAULTS
02-SITE UTILITIES
01-GENERAL 02-SITE UTILITIES CONTINUES
02-ELECTRICAL
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04 - ROADWAY IMPROVEMENTS
REVISED BY ADDENDUM NO. 11
Digitally signed by Micah E. Johnson Date: 2026.04.07 12:34:32-06'00'
TWO FULL BUSINESS DAYS PRIOR TO WORK CALL 811. SEE nm811.org
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REVISED BY ADDENDUM NO. 11
Digitally signed by Micah E.
Date: 2026.04.07 12:36:51-06'00'
UEDUEDUED
UED
UED
UED
UED
UED
UED
UED
UEDUED
UED
UED
UED
UED
UEDUEDUEDUED
UFODUFOD
UFOD
UFOD
UFOD
UFOD
UFOD
UFOD
UFOD
UFODUFOD
UFOD
UFOD
UFOD
UFOD
UFODUFODUFOD
USFMDUSFMDUSFMD
USFMD
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USFMD
USFMD
USDD
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LOD
LOD
LOD
LOD
LOD
LOD LOD LOD LOD
LOD
LOD
LOD
LOD
LOD LOD LOD
LOD
LOD
LOD
LOD
LOD
LOD LOD LOD LOD
LOD
LOD
LOD
LOD
LOD LOD LOD
ENTRANCE ROAD
6'' W6'' W6'' W6'' W 6'' W
6'' W 6'' W
6'' W6'' W6'' W6'' W6'' W6'' W6'' W 6'' W
6'' W 6'' W
6'' W 6'' W 4'' G4'' G4'' G4'' G
4'' G 4'' G
4'' G 4'' G4'' G4'' G4'' G4'' G4'' G4'' G
4'' G 4'' G
4'' G 4'' G
4'' G
134+50 135+00 136+00 137+00 138+00 139+00 140+00 141+00 142+00 143+00 144+00 144+50
S=-7.66%
S=-0.01%
S=-7.99%
M
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A
4+
SH
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" C
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CLSM ENCASEMENT OF WATERLINE
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C
L
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: 6
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1'
PV
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TA
: 1
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A:
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C L
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: 6
7.
7'
.5 0°
V
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A:
+9 6'
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EL
: 6
3.
3'
.5 0°
V
ER
T
BE
N D
EXIST GROUND
AT ROAD CENTERLINE
NEW WATERLINE PROFILE
PV
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TA
: 1
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C
L
EL
: 6
9'
" S
TO
R
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ER
IN
V
EL
0.
AP
PR
O X)
KEYPLAN
BL 'ENRD' HISTORIC STONE
GUTTER
SHEET KEYNOTES
PROTECT HISTORIC STONE GUTTER IN PLACE. SEE NOTES
ON SHEET 00G003 AND SPECIFICATION SECTION 01 35 91.
INSTALL WATERLINE BELOW EXISTING CMP CULVERT WITH
18" MINIMUM VERTICAL CLEARANCE. NO JOINT IN THE
WATERLINE SHALL BE INSTALLED BELOW CROSSING OF CMP.
INSTALL OTHER UTILITIES (FC, NG, EC) ABOVE CMP CULVERT
WITH 2' MINIMUM COVER. SUPPORT EXISTING CMP.
INSTALL 6" GV WITH VALVE BOX PER DETAIL 1, SHEET 02C303.
NEW WATERLINE PARALLEL TO EXISTING FORCE MAIN
SEWER. WHERE 10-FT HORIZONTAL SEPARATION CANNOT BE
MAINTAINED FROM EDGE OF PIPE DUE TO OTHER UTILITIES,
ENCASE WATERLINE IN CLSM PER DETAIL 5, SHEET 02C300.
24" CMP
INV. EL 6236.98'
24" CMP
INV. EL 6232.25' WATERLINE CROSSING
BELOW CMP CULVERT 2
NEW GATE
VALVE
CLSM ENCASE4
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CLIN 0001 - MAIN PARK WATER SYSTEM: CONTINUES FROM STA
134+50 TO STA 144+50. FOR DETAILS SEE SPECIFICATION 01 27 00.
CLIN OPTION N - NATURAL GAS SYSTEM: CONTINUES FROM STA
134+50 TO STA 144+50. FOR DETAILS SEE SPECIFICATION 01 27 00.
REFER TO SHEET 04C105
FOR EROSION REPAIRS
REVISED BY ADDENDUM NO. 1
Date: 2026.04.07 12:37:30-06'00'
LOD
LOD
LODLODLOD
LODLOD
LO
D
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD LOD LOD
LOD
LOD
LOD LOD LOD
LO
D
LOD
LO
D
LO
D LOD
LOD
LOD LOD
LOD
LOD
LOD
LODLODLODLOD
LODLODLODLODLOD
LOD
LODLODLODLODLOD
USFMD
USFMDUSFMD
USFMD
USFMD
USFMD
USFMD
USFMD
USFMD
USFMDUSFMD
UCD
UCDUCDUCD
UCD
UCD
UCD
UCD
UCD
UCD
UCDUCDUCDUCDUCD
UCD
UCDUCDUCDUCDUCD
UCD
UWD
UWD
UWD
UWD
EMPTY MANHOLE
USSD
USSC
UWB
U
W B
U W
B
UWB
U W
B
UWB
UWB UWBU
W
B UWB UWB
U W
B U
W B
UEB
UEB
UEB
UEB
UEB
UEB
UEB
UEB
UEBUEB
UEB
UEB
U
EB
UEB
UEB
UEB
UEB
UEB
U
EB
UEB
UEB
U C
B UCB
UCB
UCB
UCB
UCB
UCB
UCB
UGB
UGB
U G
B
UGB
UGB
UEDUEDUED
UED
UED
UED
UEDUEDUED
UED
USSC
USSC
USSC USSC USSC
USSC
USSC
USSC USSC USSC
UFODUFODUFOD
UFOD
UFOD
UFOD
UFODUFOD
UFOD
USFMD
USFMD
USFMD
USFMD
USFMDUSFMD
USFMD
UFOB
UFOB
UFOB
UFOB
UFOB
UFOBUFOB
UFOBUFOB
UFOB
UFO
B
UWD
UWD
UWD
UWDUWDUWD
E C
SS
SS
SS
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SS
SS
SSSS
SSSS
SS
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WWW
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USSD
USSD
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SSD
USSD
USSD
UEB
UEB
UEB
UEB
UEB
UEB
UEB
UEB
UEBUEB
UEB
UEB
U
SD
D
UEB
ENTRANCE ROAD
ALCOVE HOUSE
STONEHOUSE ROAD
6'' W
6'' W 6'' W
6'' W
6'' W 6'' W6'' W6'' W
6'' W
6'' W6'' W6'' W6'' W6'' W6'' W6'' W6'' W6'' W6'' W6'' W
4'' G
4'' G
4'' G4'' G
4'' G 4'' G4'' G
4'' G4'' G
4' ' G
4'' G4'' G4'' G4'' G4'' G4'' G4'' G4'' G4'' G4'' G 4'' G
4'' G
1'' G
1' ' G
1'' G
1' ' G
X X X
X X
X X
X
X
XXXXXXXX
X
X X
X X
X X
XXXXX
XXX
X
X X
X X
X X
X X
X
X
X X X X X X X X X X X
154+25 155+00 156+00 157+00 158+00 159+00 160+00
CLSM ENCASEMENT OF WATERLINE
S=-7.54%
S=-0.01%
S=-3.40%
S=-7.38%
S=-6.12%
M
AT
C H
LI
N
E
ST
A
4+
SH
EE
T
C
6" WL, 4" NG
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C
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D
ST
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PV
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: 1
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C
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: 6
0.
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PV
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TA
: 1
+4
C
L
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: 6
1.
1'
PV
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TA
: 1
+5
C
L
EL
: 6
8.
2'
PV
I S
TA
: 1
+1
C
L
EL
: 6
8.
8'
PV
I S
TA
: 1
+0
C
L
EL
: 6
3.
5'
EXIST GROUND
AT ROAD CENTERLINE
NEW WATERLINE
PROFILE
ST
A:
+5 8'
C L
EL
: 6
7.
5'
.5 0°
V
ER
T
BE
N D
ST
A:
+7 2'
C L
EL
: 6
1.
1'
.5 0°
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TO
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KN
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N
KEYPLAN
BL 'ENRD' 24" CMP
INV EL 6053.12'
PIPE IS COVERED
24" CMP APPROX
LINE ONLY
HISTORIC STONE GUTTER
SHEET KEYNOTES
PROTECT HISTORIC STONE GUTTER IN PLACE. SEE NOTES
ON SHEET 00G003 AND SPECIFICATION SECTION 01 35 91.
INSTALL WATERLINE BELOW EXISTING CMP CULVERT WITH
18" MINIMUM VERTICAL CLEARANCE. NO JOINT IN THE
WATERLINE SHALL BE INSTALLED BELOW CROSSING OF CMP.
INSTALL OTHER UTILITIES (FC, NG, EC) ABOVE CMP CULVERT
WITH 2' MINIMUM COVER. SUPPORT EXISTING CMP.
NEW WATERLINE PARALLEL TO EXISTING FORCE MAIN
SEWER. WHERE 10-FT HORIZONTAL SEPARATION CANNOT BE
MAINTAINED FROM EDGE OF PIPE DUE TO OTHER UTILITIES,
ENCASE WATERLINE IN CLSM PER DETAIL 5, SHEET 02C300.
WATERLINE PARALLEL
TO SEWER 3WATERLINE CROSSING
BELOW CMP CULVERT 2
24" CMP
INV EL 6080.94'
24" CMP
INV EL 6084.63'
WATERLINES TO
ABANDON, TYP
CLSM ENCASE3
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CLIN 0001 - MAIN PARK WATER SYSTEM: CONTINUES FROM STA
154+25 TO STA 159+54. FOR DETAILS SEE SPECIFICATION 01 27 00.
CLIN OPTION N - NATURAL GAS SYSTEM: CONTINUES FROM STA
154+25 TO STA 159+54. FOR DETAILS SEE SPECIFICATION 01 27 00.
REFER TO SHEET 04C104
FOR CULVERT REPAIRS
REVISED BY ADDENDUM NO. 1
Date: 2026.04.07 12:38:02-06'00'
LOD
LOD
LOD
LO
D
LOD
LOD
LOD
LOD
LO
D
LOD
LOD
LO
DLOD
LODLOD
LO
D
LOD
LOD
LODLODLOD
LOD
USSD
USSD
USSD
USSD
USSD
USSD
USSDUSSDUSSD
USSD
USSD
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D U
SS
D
U
SS
D
USSD
USSD
USSD
USSD
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UW
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UWD
UWD
UWD
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UWD
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USSC
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UWBUWBUWB
UWBUWB
UW
B
UWB
UEB
UEB
UEB
UEB
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UEB
U
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UEBUEBUEBUEB
UEB
UEB
U C
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UCB
UCB
UGB
U
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SS
SS
SS
SS
SS
EW
E
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SS
AC
AC
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UWD
UWD
UWD
U W
D
U W
D
U W
D
U
SD
D
ALCOVE HOUSE
SS
SS
SS
W
W
6' ' W
6'' W 6'' W 6'' W 6'' W
6'' W
6'' W
6'' W
6'' W
6'' W 1'' G
X
X
X X X X X X X X X X X X X
X
X
X
X X
X X
X X
X X
X X
X
X
X
X
X
X
X
X
X X
X X
X X
X
X
60626060
-0+10 0+00 1+00 2+00 3+00 4+00 5+00 5+70
SS CLEANOUT
CONNECT NEW 4" SS GRAVITY
LINE TO NEW CLEANOUT
EXIST BRIDGE GIRDER
OHWM
R
IM
E
LE
V=
5.
FC
-M
H -A
8" P
VC
IN
V
IN
(W
1.
8"
P
VC
IN
V
IN
(N
W
1.
8"
P
VC
IN
V
O U
T (S
E)
1.
'R
IM
E
LE
V=
4.
EX
IS
T C
LE
AN
O U
T
8'' SS4'' SS, 2'' EC
8" PVC, S=0.60%,
L= 112.29 FT.
SANITARY SEWER
PVC TO STEEL FLG COUPLING
INVERT EL: 6063.52'
STA 3+75
MINIMUM SANITARY SEWER SLOPE = 1.05%
(1/8" DROP PER 12")
SANITARY SEWER
PVC TO STEEL FLG COUPLING
INVERT EL: 6064.18'
STA 3+12
4'' STD STEEL L= 63.0 FT
4'' PVC, S= 0.73%
L= 42.3 FT
SS CLEANOUT
SS CLEANOUT
SS CLEANOUT
EX
IS
T W
AT
ER
LI
N
E D
IA
U
N
KN
O W
N
TO
P U
N
KN
O W
N
N
EW
W
AT
ER
LI
N E
6" P
VC
TO
P
AP
PR
O X.
R
IM
E
LE
V=
5.
FC
-M
H -A
4" P
VC
IN
V
IN
(W
3.
6"
P
VC
IN
V
IN
(N
M
AT
C
H E
XI
ST
E
LE
V 8"
P
VC
IN
V
O U
T (E
2.
4'' PVC, S= 1.81%
L= 148.12 FT
4'' PVC, S= 0.93%
L= 20.3 FT
4'' PVC, S= 2.74%L= 56.63 FT
4'' PVC, S= 13.1%
L= 87.63 FT
COGO POINT TABLE
COGO POINT
DESCRIPTION
(1) 4" 22.50° BEND & (1) 4" 11.25° BEND
(1) 4" 22.50° BEND & (1) 4" 11.25° BEND
(1) 4" 22.50° BEND & (1) 4" 11.25° BEND
4" 22.50° BEND
(1) 4" 22.50° BEND & (1) 4" 11.25° BEND
4" 22.50° BEND
4" 22.50° BEND
(2) 4" 45° BEND
NORTHING
1738729.54
1738775.97
1738779.11
1738766.80
1738658.23
1738654.46
1738654.95
1738725.38
EASTING
1633876.87
1633926.80
1633946.25
1633973.17
1634073.90
1634089.73
1634092.76
1633851.11 KEYPLAN
COMFORT
STATION #1
VISITORS
CENTER
PROTECT EXISTING FOOTBRIDGE FRIJOLES
STREAM
PROTECT EXISTING WATERLINE TO REMAIN
REPLACE EXIST CLEANOUT
NEW SS CLEANOUT
CONSTRUCT NEW 1" WATERLINE
SERVICE LATERAL
DEMOLISH SANITARY
MANHOLE FC-MH-A7A
SANITARY MANHOLE
FC-MH-A7
SANITARY MANHOLE
FC-MH-A6
NEW SS
CLEANOUT
NEW SS CLEANOUT
REPLACE SANITARY SEWER
LINE AND MANHOLES, TYP. 2
SHARED SEWER AND
ELECTRICAL TRENCH.
SHARED UTILITY TRENCH CONTAINS SANITARY SEWER AND
ELECTRICAL CONDUIT. SEE DRAWING 02E134 FOR
ELECTRICAL
DEMOLISH SS MANHOLE FC-MH-A7A. REMOVE AND
REPLACE SS MANHOLES FC-MH-A7. REMOVE AND REPLACE
SS GRAVITY PIPELINES BETWEEN MANHOLES FC-MH-A6
AND FC-MH-A7. CONSTRUCT MANHOLES PER RIM AND
INVERT ELEVATIONS SHOWN ON PROFILE VIEW.
TRANSITION SEWER LINE MATERIAL BETWEEN PVC AND
STEEL PIPE 2 FT MIN. FROM BRIDGE ABUTMENT.
FIELD VERIFY EXIST CLEANOUT DIAMETER. IF GREATER
THAN 4-INCH, INSTALL ECCENTRIC REDUCER TO NEW
4-INCH DIAMETER UPSTREAM OF NEW CLEANOUT.
SEE SHEETS 02C200 - 02C207 FOR SS LATERAL
REPLACEMENTS.
CONSTRUCT NEW 1" WATERLINE SERVICE LATERAL PER
DETAIL 4, SHEET 02C301 FROM EXISTING DISTRIBUTION
LINE TO COMFORT STATION #1 VAULT (CURRENTLY OUT OF
SERVICE). DEMOLISH EXIST FIRE HYDRANT AND VALVE.
NEW SEWER LATERAL PARALLEL TO EXISTING WATERLINE.
ENCASE SEWER LATERAL IN CLSM PER DETAIL 5, SHEET
02C300.
PROTECT FRIJOLES STREAM IN PLACE. NO EQUIPMENT
PERMITTED WITHIN STREAM BANKS.
CONTRACTOR MAY RAISE OR LOWER AERIAL SEWER LINE
CROSSING UNDER BRIDGE UP TO +/-3" TO ACHIEVE PROPER
MINIMUM SLOPE. ENSURE INVERT IN (W) INTO MANHOLE
FC-MH-A7 IS MIN. 0.10' HIGHER THAN INVERT OUT (E).
SHEET KEYNOTES
CUT AND CAP EXIST SANITARY SEWER LINE.
TWO 45° BENDS
1/
/2
2:
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AY
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AN
D
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X C
-B
AN
D _2
D -E
G -M as te r X
C -B
AN
D
_W et la nd s- M as te r X
C -R
O
AD
W
AY
X C
-B
AN
D _P av em en t a nd L
O D
H at ch X
E- El ec tri ca l P ro po se d an d
Ex is tin g
M as te r
X C
-U
TI
LI
TY
S
IT
E
C
2_ D
8.
D W
G
FI
G U
ER
O
AJ
R
CLIN OPTION M - COTTONWOOD COMFORT STATION (BLDG #1)
UTILITY CONNECTIONS: GRAVITY SEWER FROM COMFORT
STATION TO MANHOLE MH-A6, INCLUDING CREEK CROSSING
SUSPENDED FROM BRIDGE AND EXTENDING ELECTRICAL AND
WATER UTILITIES SHOWN ON THIS DWG. SEE ALSO DWG 02S101.
FOR DETAILS SEE SPECIFICATION 01 27 00.
CLSM ENCASE 7
WATERLINE
CROSSING
NEW SS
CLEANOUT
REVISED BY ADDENDUM NO. 1
Digitally signed by Micah E.
Date: 2026.04.07 12:38:25-06'00'
UFOB UFOB UFOB UFOB UFOB UFOB UFOB UFOB UFOB UFOB UFOB
UFOB UFOB
UFOB
UFOB
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UFOB
UFOB
UFOB
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U
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U
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U
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U
EB
U
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U
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U
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U
EB
U
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UCB UCB UCB UCB UCB UCB UCB UCB UCB UCB UCB UCB
UCB
UCB
UCB
UCB
UCB
UCB
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UGB UGB UGB UGB UGB UGB UGB UGB UGB UGB UGB UGB UGB
UGB
UGB
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UGB
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UGB
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LOD
LO
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LOD
LOD LOD LOD LOD LOD LOD
LO
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LO
D
LO
D
LO
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LODLODLODLODLODLOD
LOD
FTLN - (1)
AGLN - (1)
AGLN - (2)
M
AT
CH
L
IN
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ST
A:
+4
5.
M
AT
CH
L
IN
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ST
A:
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5.
AH - (2)
M
AT
CH
L
IN
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ST
A:
+2
3.
M
AT
C H
L
IN
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ST
A:
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M
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CH
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M
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C H
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IN
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ST
A:
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HWY4 - (2)
M
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C H
L
IN
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A:
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M
AT
C H
L
IN
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ST
A:
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HWY4WL - (1
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1)
M
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C H
L
IN
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A:
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M
AT
C H
L
IN
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ST
A:
+2 4.
SB
CT
(1
MATCH LINE STA: 7+94.28
MATCH LINE STA: 7+94.28
PB
C
T
1)
CHRD - (1
CHRD - (2
MAT
CH LI
NE
ST
A:
7+
.79
M
AT
CH
L
IN
E
ST
A:
+2
8.
EN
RD
(1
ENRD - (2)
ENRD - (3)
ENRD - (4)
ENRD - (5)
ENRD - (6)
ENRD - (7)
ENRD - (8)
ENRD - (9)
ENRD - (10)
ENRD - (11)
ENRD - (12)
EN
RD
(1
3)
ENRD - (14)
ENRD - (15)
ENRD - (16)
ENRD - (17)
M
AT
C H
L
IN
E
ST
A:
+6 9.
M
AT
C H
L
IN
E
ST
A:
8+
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M
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C H
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IN
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ST
A:
7+
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M
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C H
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IN
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ST
A:
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M
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M
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C H
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A:
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M
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C H
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ST
A:
6+
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M
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A:
5+
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M
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MATC
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TA
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M
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A:
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M
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C H
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A:
+4
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C H
L
IN
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A:
+4
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M
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C H
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A:
+2
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M
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C H
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ST
A:
+4
5.
M
AT
C H
L
IN
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A:
+6 9.
M
AT
C H
L
IN
E
ST
A:
8+
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M
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C H
L
IN
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ST
A:
7+
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M
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C H
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E
ST
A:
7+
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M
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C H
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ST
A:
7+
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C H
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ST
A:
7+
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C H
L
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ST
A:
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M
AT
C H
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ST
A:
6+
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M
AT
C H
L
IN
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ST
A:
6+
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M
AT
CH
L
IN
E
ST
A:
5+
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M
AT
CH
L
IN
E
ST
A:
+4 6.
MATCH LI
NE STA: 1
+2
1.5
M
AT
C H
L
IN
E
ST
A:
+2
1.
M
AT
C H
L
IN
E
ST
A:
+4
6.
M
AT
C H
L
IN
E
ST
A:
+4
5.
M
AT
C H
L
IN
E
ST
A:
+2
0.
M
AT
C H
L
IN
E
ST
A:
+4
5.
CGRD - (
1)
M
AT
C H
L
IN
E
ST
A:
+2 4.
M
AT
C H
L
IN
E
ST
A:
+2 4.
SB
CT
(1
MATCH LINE STA: 7+94.28
MATCH LINE STA: 7+94.28
CHRD - (1
CHRD - (2
MAT
CH LI
NE
ST
A:
7+
.79
M
AT
CH
L
IN
E
ST
A:
+2
8.
KEYPLAN
NM HIGHWAY 4
EN
TR
AN
C
E R O
AD
2A
DUCT SECTION
NOT TO SCALE
2B
3A
DUCT SECTION
NOT TO SCALE
3B
SHEET KEYNOTES
GENERAL NOTES
1. 4x8x4 MANHOLE.
2. SEE CIVIL DRAWING 02C006 FOR UTILITY ROAD CROSSING
DETAILS.
3. NEW UTILITY POLE RISER, CONDUIT, AND SERVICE
CONDUCTORS PROVIDE BY ELECTRICAL UTILITY.
4. PAD MOUNT PRIMARY METERING CABINET. COORDINATE
WITH ELECTRICAL UTILITY FOR SPECIFIC SERVICE
REQUIREMENTS. PROVIDE FIBERGLASS GROUND SLEEVE.
5. PAD MOUNT PRIMARY SERVICE DISCONNECT SWITCH
COORDINATE WITH ELECTRICAL UTILITY FOR SPECIFIC
SERVICE REQUIREMENTS. PROVIDE FIBERGLASS GROUND
SLEEVE.
6. PROVIDE TWO 5-INCH CONDUITS AND CONDUCTORS
BETWEEN METERING CABINET AND SERVICE DISCONNECT
SWITCH. SEE DUCT SECTION 3.
7. PROVIDE TWO 5-INCH CONDUITS AND CONDUCTORS
BETWEEN SERVICE DISCONNECT SWITCH AND
ELECTRICAL MANHOLE. SEE DUCT SECTION 3.
8. DEMOLISH EXISTING THREE PHASE PRIMARY SERVICE
AND SINGLE PHASE SECONDARY SERVICE, POLES, AND
OVERHEAD CONDUCTORS AFTER NEW PRIMARY SERVICE
IS PROVIDED AND ACCEPTED BY CONTRACTING OFFICER.
9. DEMOLISH EXISTING CONDUCTORS WHERE INSTALLED IN
BELOW GRADE CONDUIT. BELOW GRADE CONDUIT TO BE
ABANDONED IN PLACE. ABANDON DIRECT BURIED
CONDUCTORS AND CONDUCTORS NOT REMOVABLE FROM
BELOW GRADE CONDUIT IN PLACE.
EMH-10
EMH-11
EMH-12
65A
DUCT SECTION
NOT TO SCALE
65B
66A
DUCT SECTION
NOT TO SCALE
66B
3B
3A
65A
65B
3A 3B
66B
66A
65B 65A
BUTTERFLY DIAGRAM
NOT TO SCALE
EMH-10
BUTTERFLY DIAGRAM
NOT TO SCALE
EMH-11
BUTTERFLY DIAGRAM
NOT TO SCALE
EMH-12
PMIS-10
PMMU-10
1. REFER TO CIVIL DRAWINGS FOR CONSTRUCTION
PHASING AND UTILITY CORRIDOR COORDINATION.
2. REFER TO GENERAL DRAWINGS FOR LEGENDS,
NOTES, AND ABBREVIATIONS.
9 8
02E506
02E506
TYP.
02E504
TYP.
02E503 ik ha n1 3/
2/
:1
PM
E1
_D
8.
D
W G
R
3A 3B
1 REVISED BY ADDENDUM NO. 1
DIGITALLY SIGNED: 04/07/2026
UTILITY OH DISTRIBUTION
CKT S-17
20A 1P
LT-ES
15KVA
7,620-120/240V
1 PHASE
PAD MOUNT
TO EXISTING
SWITCHGEAR PMIS-1
CONTINUED ON DWG 02E604
PT (3)
CT (3)
[5"C,3-#4/0 15KV, 1#1/0G 600V]
[5"C, PULLSTRING]
[5"C,3-#4/0 15KV, 1#1/0G 600V]
[5"C, PULLSTRING]
[5"C,3-#4/0 15KV, 1#1/0G 600V]
[5"C, PULLSTRING]
PRIMARY METER
PMMU-10
15KV, 3PH, 3W, 200A
14KAIC, NEMA 3R
SERVICE DISCONNECT
PMIS-10
15KV, 3PH, 3W, 200A
65KAIC, NEMA 3R
SWGR
PMIS-11
15KV, 3PH, 3W, 200A
14KAIC, NEMA 3R
40A 3P
SWGR
PMIS-12
15KV, 3PH, 3W,
200A
14KAIC, NEMA
3R
[5"C,3-#4/0 15KV, 1#6G 600V]
[5"C, PULLSTRING]
40A 3P
40A 3P
UTILITY FUSED CUTOUT
100A
NEW RISER POLE
EN
TR
AN
C
E
ST
AT
IO
N
PA
N
EL
0/
0V
LP-ES
[4"C,1-#2 15KV, 1-#6G 600V]
2[5"C, PULLSTRING]
[5"C,3-#4/0 15KV, 1#1/0G 600V]
[5"C, PULLSTRING]
NTS
PRIMARY DISTRIBUTION ONE-LINE DIAGRAM 1
TYP
100A
80A
SHEET KEYNOTES
GENERAL NOTES
1. REFER TO CIVIL DRAWINGS FOR CONSTRUCTION
PHASING AND UTILITY CORRIDOR COORDINATION.
2. REFER TO GENERAL DRAWINGS FOR LEGENDS, NOTES,
AND ABBREVIATIONS.
3. INFORMATION PRESENTED IS BASED ON AVAILABLE
RECORD DRAWINGS AND LIMITED, NON-INVASIVE FIELD
OBSERVATIONS. VERIFY DATA BY QUALIFIED
PERSONNEL.
4. INSTALLATION SHALL COMPLY WITH LANL ELECTRIC
UTILITY, LOS ALAMOS COUNTY ELECTRICAL
REQUIREMENTS, NATIONAL ELECTRICAL CODE (NFPA 70),
AND NATIONAL ELECTRICAL SAFETY CODE (IEEE C2).
1. PAD MOUNT PRIMARY METERING CABINET SHALL
BE PROVIDED IN ACCORDANCE WITH LAS ALAMOS
COUNTY ELECTRICAL UTILITY AND LANL
ELECTRICAL UTILITY REQUIREMENTS.
2. 200A, 15KV PAD-MOUNT THREE-PHASE
SECTIONALIZING CABINET WITH FUSED
LOAD-BREAK ELBOWS.
3. PAD MOUNT TRANSFORMERS SHALL INCLUDE
PRIMARY FUSES.
4. RE-FEED EXISTING LOW-VOLTAGE ELECTRICAL
EQUIPMENT.
5. RE-FEED EXISTING PAD-MOUNT TRANSFORMER.
6. PROVIDE KEY INTERLOCK ON SWITCH. KEY TO
MATCH NEW INTERLOCKS ON PMS-1 ON DRAWING
02E604 FOR MAIN-TIE-TIE MAIN CONFIGURATION.
7. FUTURE CONDUIT, FEEDERS, EQUIPMENT, AND
SERVICES IS NOT IN SCOPE.
8. CALCULATED SHORT CIRCUIT FAULT CURRENTS
SHOWN ARE BASED ON EQUIPMENT AND
CONDUCTORS SHOWN. CONTRACTOR TO PROVIDE
FINAL SHORT CIRCUIT FAULT CURRENT
CALCULATIONS PER SPECIFICATION 26 05 70.
9. SERVICE DUCT BANK, CONDUCTORS, CUTOUTS,
RISER, AND POLE PROVIDED BY LANL ELECTRICAL
UTILITY.
CONTINUED ON
DRAWING 02E603
CONTINUED ON
DRAWING 02E603
MESA TOP AREA
40A 3P
40A 3P
40A 3P
SWGR
PMIS-13
15KV, 3PH, 3W,
200A
14KAIC, NEMA 3R
FU
TU
R E
FO
C
SO
LA
R P
V
AN
D E
V C
H
AR
G
ES
SP
AR
E
DP-1
LT-FOC
112.5KVA
13,200-208Y/120V, 3PHASE PAD
MOUNTED
[4"C,3-#2 15KV, 1-#6G]
EN
TR
AN
C
E R
O
AD
M O
TO
R
IZ
ED
G
AT
E
MG
100A
30A
[2"C, 2#8, 1#10G] [2"C, 3#2, 1#2G]
SES-ESSES-MG
[2"C, 2#8, 1#10G] [2"C, 3#2, 1#2G]
FI
EL
D O
PE
R
AT
IO
N S
C
EN
TE
R
(F O
C
0A
, 2
Y/
0V 3-
PH
AS
E, -W
IR
E
K 6
K
6SC: 734ASC: 734A 8 SC: 725A
SC: 721A
SC: 2,934A
SC
: 1
,3
A
SC
: 1
A
SC: 2,734A
SC: 713A
LP-1 LP-2
FI
EL
D O
PE
R
AT
IO
N S
C
EN
TE
R
(F O
C
5A
, 2
Y/
0V 3-
PH
AS
E, -W
IR
E
FI
EL
D O
PE
R
AT
IO
N S
C
EN
TE
R
(F O
C
5A
, 2
Y/
0V 3-
PH
AS
E, -W
IR
E
3/ 2/
:2
PM
X G
-B or de r_
BA
N
D
E6
_D
0.
D
W G
R
WORK SHOWN ON THIS DRAWING IS IN CLIN 0003 EXCEPT AS NOTED
WORK SHOWN WITHIN
THIS AREA IS IN CLIN
OPTION A
1 REVISED BY ADDENDUM NO. 1
ik ha n1
DIGITALLY SIGNED: 04/07/2026
USFMD
W
AT
ER
TA
NK
AR
EA
USFMD
USFMD
U
AC
AC
E
W
AT
ER
TA
NK
AR
EA
NO
U
TI
LI
TY
M
AP
S
HO
W
IN
G H
OW
W
AT
ER
C
ONN
EC
TS
T O M
AI
N
LI
NE
NO
U
TI
LI
TY
M
AP
S
HO
W
IN
G H
OW
W
AT
ER
C
ONN
EC
TS
T O M
AI
N
LI
NE
NO
U
TI
LI
TY
M
AP
S
HO
W
IN
G T
HI
S
AR
EA
EM
PT
Y M
AN
HO
LE
NO
U
TI
LI
TY
M
AP
S
HO
W
IN
G T
HI
S
AR
EA
NO
U
TI
LI
TY
M
AP
S
HO
W
IN
G T
HI
S
AR
EA
NO
U
TI
LI
TY
M
AP
S
HO
W
IN
G H
OW
W
AT
ER
C
ONN
EC
TS
T O M
AI
N
LI
NE
USFMD
U
AC
ACE
EAC
AC
AC
E
E
E
E
KEYPLAN
SEE SHEETS 04C401 AND 04C402 FOR
VISITORS CENTER SITE PLANS
M
ATC
H
LIN
E SEE SH
EET 04C
101 M
AT
C H
LI
N
E
SE
E
SH
EE
T
C
VISITOR CENTER LOT
STONEHOUSE RD
BANDELIER NATIONAL
MONUMENT VISITOR CENTER
EXISTING HISTORICAL
STONE GUTTER
PROTECT IN PLACE (TYP.)
PULVERIZE PAVEMENT
REMOVE & REPLACE
LEGEND
TRENCH PATCHING
NOTES
1. REFER TO SHEETS 04C301 TO 04C303 FOR
TYPICAL SECTIONS.
2. REFER TO SHEETS 04C501 TO 04C503 FOR
PAVEMENT MARKING DETAILS.
3. TIE IN AND PROVIDE A GRADUAL SMOOTH
VERTICAL TRANSITION AT ALL INTERSECTING
ROADS, DRIVEWAYS, PULLOUTS, AND
CAMPGROUND SLIPS. TAPER THE TRANSITION
OVER A MINIMUM HORIZONTAL DISTANCE OF
5'-0" WITH SLOPES AND GRADE BREAKS NOT TO
EXCEED 10%.
4. ADJUST ALL EXISTING MANHOLE LIDS, AND
VALVE COVERS TO MATCH THE FINISH GRADE
OF THE NEW ASPHALT PAVEMENT SURFACE
UNLESS THEY ARE TO BE ABANDONED AND/OR
REMOVED AS PER THE UTILITY PLANS.
5. HISTORIC STONE RETAINING WALLS ALONG
ROADS IN THE ENTIRETY OF THE PROJECT
AREA ARE TO BE PROTECTED BY PLACEMENT
OF PROTECTIVE VEHICULAR BARRIERS AND
STYROFOAM BACKING IN AREAS OF ACTIVE
CONSTRUCTION. REFER TO SPECIFICATION 01
35 91.
6. HISTORIC STONE GUTTER ALONG THE
ENTIRETY OF THE PROJECT AREA IS TO BE
PROTECTED IN AREAS OF ACTIVE
CONSTRUCTION. REFER TO SPECIFICATION 01
35 91.
REMOVE & REPLACE
D U
D
LE
YM
J
1/
/2
1:
P
M
X G
-B or de r_
BA
N
D X
C -L
AY
O
U T-
SH
EE
TS
X
C -B
AN
D
P R
O
FI
LE
S
X C
-B
AN
D _2
D -E
G -M as te r X
C -R
O
AD
W
AY
C
2_
D
8_ R
O
AD
W
AY
P
LA
N .D
W G
R
SEE SHEET 04C104 FOR
CULVERT REPAIR PLAN
REVISED BY ADDENDUM NO. 11
MSE ILM LSAJ
P R R
O E
EFE NIS GS NIO E N LA
EM X ICW OE
N
29711
James Mills 2026.04.07 10:12:48-06'00'
USFMD
USFMD
USFMD
USFMD
USFMD USFMD USFMD USFMD
USFMD
USFMD
USFMD
US
FM
D
US
FM
D
USFMD
X
W
AT
ER
TA
NK
AR
EA
EM
PT
Y M
AN
HO
LE
USFMD
U
AC
ACE
EAC
AC
AC
E
E
E
E
KEYPLAN
M
AT
C H
LI
N
E
SE
E
SH
EE
T
C
SCENIC OVERLOOK
PARKING LOT
(NO WORK)
23'x1' CROSSWALK
PAVEMENT MARKING
13'x1' STOP BAR
PAVEMENT MARKING
EXISTING HISTORICAL
STONE RETAINING WALL
PROTECT IN PLACE (TYP.)
EXISTING GUARDRAIL
PROTECT IN PLACE (TYP.)
PULVERIZE PAVEMENT
REMOVE & REPLACE
LEGEND
TRENCH PATCHING
NOTES
1. REFER TO SHEETS 04C301 TO 04C303 FOR
TYPICAL SECTIONS.
2. REFER TO SHEETS 04C501 TO 04C503 FOR
PAVEMENT MARKING DETAILS.
3. TIE IN AND PROVIDE A GRADUAL SMOOTH
VERTICAL TRANSITION AT ALL INTERSECTING
ROADS, DRIVEWAYS, PULLOUTS, AND
CAMPGROUND SLIPS. TAPER THE TRANSITION
OVER A MINIMUM HORIZONTAL DISTANCE OF
5'-0" WITH SLOPES AND GRADE BREAKS NOT TO
EXCEED 10%.
4. ADJUST ALL EXISTING MANHOLE LIDS, AND
VALVE COVERS TO MATCH THE FINISH GRADE
OF THE NEW ASPHALT PAVEMENT SURFACE
UNLESS THEY ARE TO BE ABANDONED AND/OR
REMOVED AS PER THE UTILITY PLANS.
5. HISTORIC STONE RETAINING WALLS ALONG
ROADS IN THE ENTIRETY OF THE PROJECT
AREA ARE TO BE PROTECTED BY PLACEMENT
OF PROTECTIVE VEHICULAR BARRIERS AND
STYROFOAM BACKING IN AREAS OF ACTIVE
CONSTRUCTION. REFER TO SPECIFICATION 01
35 91.
6. HISTORIC STONE GUTTER ALONG THE
ENTIRETY OF THE PROJECT AREA IS TO BE
PROTECTED IN AREAS OF ACTIVE
CONSTRUCTION. REFER TO SPECIFICATION 01
35 91.
CENTERLINE RUMBLE STRIP
START STA 115+94
CENTERLINE RUMBLE STRIP
END STA 127+82
D U
D
LE
YM
J
1/
/2
1:
P
M
X G
-B or de r_
BA
N
D X
C -L
AY
O
U T-
SH
EE
TS
X
C -B
AN
D
P R
O
FI
LE
S
X C
-B
AN
D _2
D -E
G -M as te r X
C -R
O
AD
W
AY
C
3_
D
8_ R
O
AD
W
AY
P
LA
N .D
W G
R
SEE SHEET 04C105 FOR
EROSION REPAIR PLAN
REVISED BY ADDENDUM NO. 11
MSE ILM LSAJ
P R R
O E
EFE NIS GS NIO E N LA
EM X ICW OE
N
29711
James Mills
10:13:08-06'00'
MATCH EXISTING
1'
SHLDR 10' TRAVEL LANE 10' TRAVEL LANE
MATCH EXISTING
1'
SHLDR2' 2'
EXISTING GRADE
VARIABLE SLOPE
EXISTING GRADE
VARIABLE SLOPE
LIMITS OF
CONSTRUCTION
LIMITS OF
CONSTRUCTION
CONCRETE CURB
PROTECT IN PLACECONCRETE CURB
PROTECT IN PLACE
RUMBLE STRIPS
STA. 115+94 TO 127+82
SEE DETAIL ON SHEET 04C504
EXISTING GRADE
VARIABLE SLOPE
EXISTING GRADE
VARIABLE SLOPE
STONE GUTTER
PROTECT IN PLACE
FOG SEAL (APPLIED TO
TOP OF ASPHALT LIFT)
TACK COAT (BETWEEN
ASPHALT LIFTS)
PRIME COAT (APPLIED PRIOR
TO FIRST ASPHALT LIFT
EXCAVATE 5" AND PLACE 5"
OF ASPHALT IN 2 EQUAL LIFTS
EXISTING HISTORICAL STONE GUTTER - PROTECT IN PLACE
NO SCALE
STA. 74+81 TO 78+03, RT
EXISTING CONCRETE CURB - PROTECT IN PLACE
NO SCALE
STA. 3+24 TO 4+28, RT
TYPICAL SECTION - ENTRANCE ROAD
NO SCALE
STA. 0+10 TO 168+20
STA. 80+66 TO 90+48, RTSTA. 3+41 TO 4+14, LT
STA. 138+60 TO 141+10, LT
STA. 147+30 TO 149+70, LT
STA. 156+35 TO 157+88, LT
STA. 104+36 TO 110+18, RT
STA. 110+80 TO 138+78, RT
STA. 111+27 TO 115+98, LT
STA. 140+99 TO 144+40, RT
STA. 145+40 TO 147+16, RT
STA. 149+31 TO 151+41, RT
STA. 152+95 TO 154+37, RT
STA. 154+94 TO 158+22, RT
STA. 159+68 TO 165+09, RT
STA. 165+39 TO 167+28, RT
EXISTING GRADE
VARIABLE SLOPE
EXISTING GUARDRAIL - PROTECT IN PLACE
NO SCALE
STA. 81+00 TO 88+83, RT
STA. 132+30 TO 134+95, LT
STA. 138+80 TO 141+00, RT
STA. 138+55 TO 141+15, LT
STA. 147+20 TO 149+30, RT
STA. 147+25 TO 149+75, LT
VA
R
IE
S
EXISTING HISTORICAL STONE RETAINING WALL - PROTECT IN PLACE
NO SCALE
STA. 115+98 TO 127+80, LT
EXISTING ASPHALT PAVEMENT DEPTH
VARIES FROM 4" TO 5"
EXISTING AGGREGATE BASE COURSE
DEPTH VARIES FROM 1" TO 6"
EXISTING GRADE
VARIABLE SLOPE
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REVISED BY ADDENDUM NO. 11
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REVISED BY ADDENDUM NO. 11
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James Mills
10:13:48-06'00'
W
AT
ER
TA
NK
AR
EA
EM
PT
Y M
AN
HO
LE
USFMD
U
AC
ACE
E
AC
AC
AC
E
E
E
E
USFMD USFMD USFMD USFMD USFMD USFMD USFMD USFMD USFMD
USFMD
70 60
0+00 0+50 1+00 1+25
0+
.0
PV
I
EL
3.
0+
.6
PV
I
EL
6.
L = 10'
0+
.0
PV
I
EL
4.
0+
.0
PV
C
EL
3.
0+
.0
PV
T
EL
5.
EXISTING GROUND
PROPOSED GRADE
EXISTING 24" CMP
EXCAVATED MATERIAL
COMPLYING WITH SECTION
31.23.23 FOR EARTHFILL
SHALL BE USED AS FILL AT
THE EROSION SITE
SALVAGE ANY LOOSE OR DETACHED
STONES AND MORTAR BACK IN-PLACE TO
RESTORE HEADWALL
-33.33%
0.00%
.3
3%
7.42%
EXISTING HISTORICAL STONE
GUTTER PROTECT IN PLACE
EXISTING 24" PONDEROSA
PINE TREE PROTECT IN PLACE
SEE SHEET 04C515 DETAIL A
DRIPLINE LIMITS
0+50
0 20 400-20-40
3:1 1.5 :1
6:1
EXISTING 24" CMP
GRAVEL SHOULDER
EXISTING EDGE
OF PAVEMENT
EXISTING GROUND
PROPOSED GRADE
EXISTING HISTORICAL
STONE HEADWALL
2.00%
KEYPLAN
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D _2
D -E
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C -R
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G ra di ng
C
4_ D
8_
C U
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ER
T R
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N
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G R
EXISTING HISTORICAL
STONE GUTTER
PROTECT IN PLACE (TYP.)
EXISTING 24" PONDEROSA PINE
TREE, PROTECT IN PLACE
SEE SHEET 04C515 DETAIL A SLOPE STAKE LIMITS (TYP.)
EXISTING HISTORICAL STONE HEADWALL
PROTECT IN PLACE AND REPAIR PER
SPECIFICATION 01 35 91 HISTORIC
PRESERVATION TREATMENT PROCEDURES
RIPRAP RUNDOWN
SEE DETAIL A
EXISTING STONE HEADWALL
PROTECT IN PLACE
VA
R
IA
BL
E
3:1
VA
R
IA
BL
E
NEW SHEET BY ADDENDUM NO. 11
NOTES:
1. THE NPS HAS COMPLETED SOME EXCAVATION OF THE
SITE TO LOCATE THE EXISTING STONE HEADWALL SINCE
THIS TOPOGRAPHY WAS SURVEYED. EXISTING
MATERIALS HAVE BEEN SHIFTED SLIGHTLY BUT THE
TOTAL EXCAVATION OF MATERIALS REQUIRED REMAINS
THE SAME.
2. PHOTOGRAPH THE EXISTING 24" PONDEROSA PINE TREE
AND THE HISTORICAL STONE HEADWALL AND STONE
GUTTER PRIOR TO CONSTRUCTION ACTIVITIES TO
PROVIDE A RECORD OF THE EXISTING CONDITIONS.
3. EARTHFILL REMOVED FROM EXCAVATING THIS SITE MAY
BE USED AS FILL AT THE EROSION REPAIR SITE AS
NOTED ON SHEET 04C105.
4. PROVIDE A MINIMUM 2-FOOT GRAVEL SHOULDER AT A 6:1
SLOPE ALONG THE EDGE OF THE PAVED ROAD AND
GRADE TO MEET THE TOP OF THE STONE HEADWALL
AND THE CULVERT INVERT. USE BASE COURSE
MATERIAL AS PER SPECIFICATION SECTION 32 11 23
AGGREGATE BASE COURSE.
5. REVEGETATION OF THE SITE WILL BE DONE BY NPS.
6. INSTALL BIODEGRADABLE EROSION CONTROL MATS ON
ALL DISTURBED AREAS WHERE SLOPES ARE 3:1 AND
STEEPER AS PER SPECIFICATION SECTION 32 91 13 SOIL
PREPARATION.
EXISTING EDGE OF PAVED
ROAD PROTECT IN PLACE
2' WIDE GRAVEL
SHOULDER
20.0'
3:1
CULVERT SECTION
DRIPLINE SEE
SHEET 04C515
A 04C104
04C104
A
REMOVE VEGETATION AS NEEDED
RIP RAP RUNDOWN DETAIL
EXISTING GROUND
CUT SLOPE, VARIABLE
PROFILE GRADE LINE
18" MIN.6"CUT SLOPE,
VARIABLE
CLASS 2 RIPRAP
6'
EXCAVATE MATERIAL,
SEE NOTE 3
CLASS 1 NONWOVEN
GEOTEXTILE FABRIC 3'
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James Mills
10:14:06-06'00'
USFMD
USFMD USFMD USFMD USFMD USFMD USFMD
STA = 3+79.48
OFF = 0.00
STA = 3+59.48
OFF = 0.00
STA = 3+11.00
OFF = 0.00
W
AT
ER
TA
NK
AR
EA
EM
PT
Y M
AN
HO
LE
U
AC
ACE
E
AC
AC
AC
E
E
E
E
3+00 3+50 4+00
STA 3+13.32
EL 6204.096
STA 3+59.48
EL 6214.855
STA 3+79.48
EL 6216.916
10.31%
.00
16.73%
PROPOSED GRADE
EXISTING GROUND
PROPOSED CURTAIN
WALL (TYP.) SEE DETAIL D
FILL MATERIAL
SEE NOTE 2
STA 3+09.32
EL 6204.037
EXISTING HISTORICAL STONE
GUTTER PROTECT IN PLACE
MATCH EXISTING
STA 3+54.78
EL 6214.493
7.70%
LINE DATA
No.
L (FT.)
1.56
41.99
24.70
20.52
BEARING
S85° 42'E
S05° 18'E
S37° 02'E
S20° 43'E
END POINT (N,E)
1636416.77,1736509.46
1636425.69,1736502.11
1636429.57,1736460.29
1636444.45,1736440.58
END POINT (N,E)
1636418.33,1736509.35
1636429.57,1736460.29
1636444.45,1736440.58
1636451.71,1736421.38
CURVE DATA
No.
R (FT.)
8.00 r
080°23'50"
T (FT.)
6.76
L (FT.)
11.23
3+57
0 20 400-20-40
1.0'
EXISTING EDGE
OF PAVEMENT
EXISTING GROUND
PROPOSED GRADE
RIPRAP RUNDOWN GUARDRAIL POST
GRANULAR FILL MATERIAL,
SEE NOTE 2
SLOPE VARIES
KEYPLANNOTES
1. REPLACE DAMAGED OR MISSING GUARDRAIL BLOCKOUTS AS DIRECTED BY THE CO, NOT TO
EXCEED 5 BLOCKOUTS. SEE SHEET 04C514 FOR DETAILS.
2. EARTHFILL EXCAVATED FROM THE CULVERT REHABILITATION AREA MAY BE USED AS FILL
AT THIS LOCATION EXCEPT WITHIN THE INFLUENCE AREA OF THE ROADWAY. PROVIDE
GRANULAR FILL FOR THE ROADWAY INFLUENCE AREA AND WHERE THE GUARDRAIL POSTS
ARE BEING INSTALLED IN ACCORDANCE WITH SECTION 31.23.23. SEE SHEET 04C104 FOR
ADDITIONAL DETAILS.
3. REPLACE TWO GUARDRAIL POSTS WITH NEW WOOD POSTS MATCHING THE EXISTING
POSTS. EXISTING W-BEAM RAIL SECTIONS SHALL BE REMOVED AND REPLACED AS NEEDED
TO INSTALL THE COMPACTED FILL AND INSTALL THE TWO POSTS. INSTALL NEW HARDWARE
MATCHING THE EXISTING HARDWARE. SEE SHEET 04C514
6. INSTALL BIODEGRADABLE EROSION CONTROL MATS ON ALL DISTURBED AREAS WHERE
SLOPES ARE 3:1 AND STEEPER AS PER SPECIFICATION SECTION 32 91 13 SOIL PREPARATION
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C
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EXISTING HISTORICAL
STONE GUTTER
PROTECT IN PLACE (TYP.)
EXISTING GUARDRAIL
PROTECT IN PLACE, SEE NOTE 1
REPLACE TWO GUARDRAIL
POSTS WITHIN THE ERODED
AREA, SEE SHEET 04C514
CONCRETE CHANNEL, SEE DETAIL B
RIP RAP RUNDOWN DETAIL
FILL ERODED AREA AND PLACE
RIPRAP, SEE DETAIL A
EXISTING GROUND
FILL SLOPE, VARIABLE
PROFILE GRADE LINE
18" MIN.6"
FILL SLOPE, VARIABLE
CLASS 2 RIPRAP
CONCRETE CHANNEL DETAIL
6'
FILL MATERIAL, SEE NOTE 2
CONCRETE CHANNEL
WIDENING, SEE DETAIL C
4" CONCRETE
4" BEDDING MATERIAL
FILL SLOPE,
VARIABLE, 3:1 MAXCONCRETE CURB (TYP.)
SEE 04C511 DETAIL C
3'
5"
PROFILE GRADE LINE
EXISTING GROUND
CONCRETE CHANNEL WIDENING DETAIL
WIDEN CONCRETE DITCH TO
MATCH EXISTING HISTORICAL
STONE GUTTER
TAPER CURB HEIGHT
TO MATCH EXISTING
CONCRETE CURB
CHANNEL BASELINE/FLOWLINE
1.5'
CLASS 1 NONWOVEN
GEOTEXTILE FABRIC
CURTAIN WALL DETAILS
CONCRETE
CHANNEL
4 " PREFORMED
JOINT FILLER
B B
A
A
SECTION A-A
CURTAIN WALL
2'
4" CONCRETE
4" BEDDING MATERIAL
4 " PREFORMED JOINT FILLER
6"
5' 1' 1'
5"
19"
SECTION B-B
TAPER 5'
FL
O
W
CONCRETE
CURB
NEW SHEET BY ADDENDUM NO. 11
MATCH EXISTING
STA 3+79.48
CHANNEL BASELINE/FLOWLINE
SLOPE STAKE LIMITS
04C105
A
GUARDRAIL SECTIONA
04C105
3'
CURB
MONOLITHIC
WITH WALL
MSE ILM LSAJ
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A
SYMMETRICAL
ABOUT ℄
GUARDRAIL BOLT AND
RECESS NUT
STANDARD HOLE ARRANGEMENT
POST AND BLOCKOUT DETAIL
TYPICAL GUARDRAIL
CROSS SECTION
POST SPACING
STANDARD POST SECTION
SHEET
THICKNESS
" T
O E
D G
E O
F
PA
VE
M
EN
T
O R
G R
O U
N D
L
IN
E
L
VARIABLEFILL SLOPE
L THREAD LENGTH
6'-0"
1 4"
4"
32"
16"
8" GUARDRAIL BOLT
8" RECESS NUT
16"11
4"
11 8"
32"
16"
7" (T
YP
31 4"
8"
8"(TYP.)
6"
(TYP.)
TY
P.
) 6" (T
YP.)
8" (TYP.)
" 15 16"
32"
16"
16"
4"
2" 10" 18" 25"
8" MINIMUM
4" MINIMUM
4" MINIMUM
4" MINIMUM
4" MINIMUM
9 16
6' -0
16"
NOTES:
1. DIMENSIONAL TOLERANCES NOT SHOWN OR IMPLIED ARE
INTENDED TO BE THOSE CONSISTENT WITH THE PROPER
FUNCTIONING OF THE PART, INCLUDING ITS APPEARANCE,
AND ACCEPTED MANUFACTURING PRACTICES.
2. CORED HOLES ARE FOR GUARDRAIL TERMINAL SECTION AND
ARE DIMENSIONED TO MATCH EXISTING POSTS MEASURED AT
BANDELIER NATIONAL MONUMENT.
3. REMOVE AND REINSTALL W-BEAM RAIL SECTIONS AS NEEDED
TO REPLACE TWO MISSING TERMINAL SECTION WOOD POSTS.
PROVIDE AND INSTALL MISSING AND DAMAGED WOOD
BLOCKOUTS AND HARDWARE. MATCH EXISTING GUARDRAIL
HEIGHTS AT THE TWO POSTS BEING REPLACED.
4. PROVIDE WOOD GUARDRAIL POSTS MATCHING EXISTING AND
CONFORMING TO TF13 "GUIDE TO STANDARDIZED ROADSIDE
HARDWARE" AND AASHTO M 168. TREAT ACCORDING TO
AASHTO M 133. INSTALL BY EITHER DRILLING OR DRIVING
THROUGH THE COMPACTED FILL MATERIAL.
4" DIA. HOLE
THREAD NOT TO
EXTEND BEYOND
NUT BY MORE THAN 12"
4" PLAIN ROUND WASHER.
ALL POSTS EXCEPT THOSE
ON TERMINAL SYSTEMS
POST AND BLOCKOUT
8" RECESS NUT
W BEAM RAIL
8" X 18"
GUARDRAIL BOLT
8" 8"
7"
2" 41 4" 41
4"
32" X 11
8" SPLICE BOLT SLOT.
8 REQUIRED, EACH END OF RAIL
4" X 21
2" POST BOLT SLOT AT 6'-3"
SPACING, CENTER TO CENTER
8" X 11
4" GUARDRAIL SPLICE
BOLTS AND NUTS (8 PER SPLICE)
POST SPACING 6'-3"
LAP IN DIRECTION OF TRAFFIC
TRAFFIC
8" X 18" GUARDRAIL POST BOLT
EDGE OF PAVEMENT OR GROUND LINE
AT FACE OF RAIL AS APPLICABLE
1"
TOE NAIL WITH ONE 16D
GALVANIZED NAIL ON
EACH SIDE OF BLOCKOUT
HINGE LINE OF FORESLOPE
VARIABLE SLOPE BUT NOT
STEEPER THAN FILL SLOPE
SUBGRADE SHOULDER.
WIDENING REQUIRED FOR APPROACH
AND DEPARTURE TERMINAL SYSTEMS
EDGE OF PAVEMENT OF
GROUNDLINE AT FACE OF RAIL
AGGREGATE BASE OR AS
SHOWN ON TYPICAL SECTION
MATCH EXISTING,
1'-0" MINIMUM
2' -4
4' -8
3.5" CORED HOLE (TYP.)
SEE NOTE 2
4" DIA. HOLES (TYP.)
POST LENGTH STAMP
2" HIGH AND 14" DEEP
1" DIA. X 116" DEEP
RECESS BOTH SIDES
SPLICE BOLT SLOTS
NEUTRAL AXIS
SPLICE BOLT
SLOTS
32"
RAIL ELEVATION
W BEAM RAIL
SECTION A-A
POST BOLT ASSEMBLY
3' -4
NEW SHEET BY ADDENDUM NO. 11
10:1 OR FLATTER SLOPE
MSE ILM LSAJ
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James Mills
10:14:45-06'00'
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TREE PROTECTION ZONE
EXTENDS FROM DRIPLINE
TO DRIPLINE
8' -0
" W O
O D
B O
AR
D
S
EXISTING PONDEROSA PINE
TREE TO BE PROTECTED
DURING CONSTRUCTION
PROVIDE A RING OF 8-FOOT LONG 2-INCH X 6-INCH
WOOD BOARDS LOOSELY BANDED ONTO THE TREE WITH
3 STEEL BANDS. EXTEND BOARDS DOWN TO PROTECT
TRUNK AFTER EXCAVATION TO MEET NEW GRADE
NOTES:
1. PHOTOGRAPH THE TREE ON ALL SIDES TO RECORD THE
EXISTING CONDITION.
2. THE CONTRACTOR SHALL PROTECT THE TREE BY
INSTALLING A RING OF WOOD BOARDS AND ORANGE
SAFETY FENCE AROUND THE TRUNK PRIOR TO
CONSTRUCTION ACTIVITIES.
3. HAND DIG IN AREAS TO BE EXCAVATED WITHIN THE TREE
PROTECTION ZONE UNLESS OTHERWISE APPROVED BY THE
CONTRACTING OFFICER. A VACUUM TRUCK MAY BE USED TO
REMOVE MATERIAL IN LIEU OF HAND DIGGING.
4. EXTEND TREE PROTECTION DOWNWARD AS THE
EXCAVATION PROGRESSES.
5. CONTINUE EXCAVATING DOWN ON ALL SIDES OF THE TREE,
IN APPROXIMATELY EVEN GRADES, AS PER THE PLANS.
6. THE CONTRACTOR SHALL NOTIFY THE CONTRACTING
OFFICER IF TREE ROOTS 2" OR GREATER ARE
ENCOUNTERED AND WAIT FOR DIRECTION BEFORE
CONTINUING TO EXCAVATE.
7. IMMEDIATELY HALT CONSTRUCTION IF IT APPEARS THE
STABILITY OF THE TREE IS IN DANGER AND NOTIFY THE
CONTRACTING OFFICER FOR DIRECTION.
8. COORDINATE TREE PROTECTION DETAILS WITH THE
CONTRACTING OFFICER.
NEW SHEET BY ADDENDUM NO. 11
PROVIDE AND INSTALL HEAVY-DUTY
ORANGE PLASTIC MESH FENCING FABRIC
BY FASTENING TO THE WOOD BOARDS
4' -0
" M
IN
P
LA
ST
IC
FE
N
C
IN
G
HAND DIG WITHIN TREE
PROTECTION ZONE
MSE ILM LSAJ
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29711
James Mills
10:15:02-06'00'
| BAND 266697 Addendum 01 Drawings |
| 00G001 COVER SHEET |
| 00G002 INDEX TO DRAWINGS |
| 00G003 GENERAL NOTES |
| 02C031 BL ENTRANCE ROAD STA 134+50 TO 144+50 PLAN AND PROFILE |
| 02C033 BL ENTRANCE ROAD STA 154+25 TO 159+54 PLAN AND PROFILE |
| 02C052 COTTONWOOD (BLDG 1) COMFORT STATION SEWER PLAN AND PROFILE |
| 02E102 PRIMARY DISTRIBUTION HWY 4 CROSSING 2 |
| 02E602 MESA TOP PRIMARY DISTRIBUTION ONE-LINE DIAGRAM 1 |
| 04C102 ROADWAY PLAN |
| 04C103 ROADWAY PLAN |
| 04C302 ENTRANCE ROAD TYPICAL SECTION |
| 04C511 CONCRETE WHEELSTOP AND CONCRETE CURB DETAIL |
| 04C104 CULVERT REPAIR PLAN |
| 04C105 EROSION REPAIR PLAN |
| 04C514 GUARDRAIL DETAILS |
| 04C515 TREE PROTECTION DETAIL |
File details come from the government source that posted it. Updated .