13-Addendum 2 Plan Sheets 3-2 11-8 11-9.pdf
PDF 2 MB Posted
- Attached to
- 19th Avenue Reconstruction Project State and local contract opportunity
- Solicitation number
- IFB 25-009-PW
- Issued by
- Sandoval County, New Mexico
About this file
These engineering design drawings detail the 19th Avenue NE Road Reconstruction project for the City of Rio Rancho, New Mexico, prepared by Huitt-Zollars, Inc. in May 2025. The project involves comprehensive roadway improvements including paving, storm drainage infrastructure, utility relocation, and associated civil engineering work along 19th Avenue. Key construction elements include building new storm drain laterals, installing storm drain inlets, constructing curb and gutter, creating sidewalks, implementing ADA ramps, and performing roadway grading and pavement work. The design documents show detailed plan and profile views of proposed improvements, with specific focus on road geometry, drainage infrastructure, and utility coordination.
The project appears to be part of a phased infrastructure improvement plan, with references to future phase developments including planned channel and pond construction. The engineering drawings indicate multiple utility relocations and protections, including gas lines, fiber optic cables, electrical lines, and water lines. Construction notes emphasize the contractor's responsibility to verify existing utility locations, maintain existing utilities during construction, and follow specific technical standards for installation and integration of new infrastructure elements. The project seems to be funded through municipal infrastructure budgeting, with precise engineering specifications designed to ensure comprehensive and compliant road reconstruction in the Rio Rancho area.
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Text version
s
X X
X X
X
X
X
X X X X
12+00
13+00
13+26
+0
+0
+0
+0
+0
+0
+0
+8
G
AS
G
AS
G
ASG
AS
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AS
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AS
GASGASGASGASGASGASGASGASGASGASGAS
GAS
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X X
X X
X
X
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X X X X
STA. 14+33.11
-23.25' L
MATCH EXIST CURB
STA. 14+33.11
23.62' R
MATCH EXIST CURB
13+00 14+00 15+00 16+00
3.31%
-4.36%
-2.39%
-4.06%
4.80%
-4.67%
-2.39%
-4.06%
90.00' VC
FL RT
PVI STA = 13+65.00
PVI ELEV = 5580.06
K = 9.51
PV
C
S
TA
3+
.0
EL
EV
7.
PV
T
ST
A
+1 0.
EL
EV
7.
H.P. STA = 13+65.61
H.P. ELV 5579.00
C L
.5
C L
.1
C L
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C L
.1
C L
.6
C L
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C L
.2
.4
C L
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C L
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C L
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C L
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C L
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C L
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C L
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C L
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C L
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C L
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C L
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.1
C L
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C L
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.1
C L
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.6
R T
.5
R T
.1
R T
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R T
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R T
.6
R T
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R T
.4
R T
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R T
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R T
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R T
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R T
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R T
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R T
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R T
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R T
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R T
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R T
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R T
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LT
9.
LT
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LT
9.
LT
9.
LT
8.
LT
8.
LT
8.
LT
8.
LT
8.
LT
8.
LT
8.
LT
7.
LT
7.
LT
6.
LT
6.
LT
5.
LT
4.
LT
4.
LT
3.
LT
3.
LT
2.
90.00' VC
FL LT
PVI STA = 13+65.00
PVI ELEV = 5579.85
K = 11.74
PV
C
S
TA
3+
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EL
EV
8.
PV
T
ST
A
+1 0.
EL
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7.
H.P. STA = 13+58.81
H.P. ELV 5579.00
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AD
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BR
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K
ST
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+0
9.
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7.
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PVI STA:13+65.00
PVI ELEV:5580.54
K:9.24
LVC:90.00
BV
C
S:
3+
.0
BV
C
E:
8.
EV
C
S:
4+
.0
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8.
CONSTRUCT 8" STD CURB & GUTTER PER CORR STD
DWG CG-01 & DETAIL B ON SHEET 2 - 5.
CONSTRUCT CROWN TRANSITION PER DETAIL C,
SHEET 2 - 5.
CONSTRUCT CONCRETE CUT-OFF WALL PER CORR
STD DWG CG-01 & DETAIL B SHEET 2 - 5.
NEATCUT EXISTING PAVEMENT PLUS 2 FOOT WIDE
MILL STRIP 1-1/2" DEPTH ON EXISTING PAVEMENT TO
STAGER PAVEMENT JOINT. DETAIL D, SHEET 2 - 5.
CONSTRUCT COLLECTOR STREET OPTION PER CORR
STD DWG PS-01; DETAIL A ON SHEET 2 - 5.
CONSTRUCT CURB RETURNS & VALLEY GUTTER PER
PER CORR STD DWG VG-01; DETAIL A ON SHEET 2 - 6 &
DETAIL C ON SHEET 2 - 5.
CONSTRUCT CONCRETE RUNDOWN DETAIL SEE
SHEET 2 - 7.
INSTALL 2 MAINTENANCE ACCESS GATES SEE DETAIL B
SHEET 2 - 6.
9 INSTALL MUTCD "SIDEWALK ENDS" SIGN R9-9.
10 REMOVE AND RESET STOP SIGN.
11 REMOVE AND REPLACE EXISTING CONCRETE VALLEY
GUTTER
12 CONSTRUCT 5' WIDE 4" PCC SIDEWALK PER CORR STD
DWGS TS-01 & DW-01.
13 CONSTRUCT ADA RAMP PER CORR STD DWG ADA-005.
SEE SHEET 4-3
14 CONSTRUCT RESIDENTIAL STREET OPTION 1 PER
CORR STD DWG PS-01; DETAIL A ON SHEET 2 - 5.
15 INSTALL 6" THICK 2"-4" ROCK, WITH FILTER FABRIC
FOR SLOPES 3% OR GREATER
16 CONTRACTOR TO COORDINATE WITH PROPERTY
OWNER TO RELOCATE FENCE/WALL AND LANDSCAPE
17 CONSTRUCT 4" MEDIAN PAVEMENT (COLORED AND
PATTERNED)
18 INSTALL CLASS A SEEDING ON ALL DISTURBED AREAS
19TH AVENUE
19TH AVENUE
SCALE: 1:20
EXISTING GRADE @ CL
00 20' 40'
SCALES: HORZ. 1" = 20'
VERT. 1" = 5'
SHEET:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
DATE:
DPW CHK:
D es ig ne d By
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12346 57
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HUITT-ZOLLARS, INC.
Consulting Engineers
DESIGN P.G.L @ CL
3 - 2
TH
A
VE
R
OA
DW
AY
P
LA
N
PR
OF
ILE
M
ATC
H
LIN
E STA: 16+00
PAVING CONSTRUCTION NOTES
77.05
BEGIN CURB RETURN
77.39
END CURB RETURN
RET.
STA. = 13+34.36, 23.04' RT
STA. = 13+10.53, 40.39' RT
FL ELEV.
L = 31.53' T = 31.53' R = 25.00'
RETURN FL
CURVE DATA
Δ = 072°15'37"77.32
77.59 78.04
78.48RET.
B
78.75
BEGIN CURB RETURN
78.01
END CURB RETURN
RET.
STA. = 13+09.34, 47.55' LT
STA. = 13+34.37, 22.60' LT
FL ELEV.
L = 39.25' T = 39.25' R = 25.00'
RETURN FL
CURVE DATA
Δ = 89°57'26"78.48
78.21 78.28
78.34RET.
A
NOTE:
CONTRACTOR SHALL FIELD VERIFY SURVEY INFORMATION AND
DATUM PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES.
NOTIFY ENGINEER IN WRITING OF ANY DISCREPANCY
TH
S T
R
EB
EC
C
A
LP
A
℄ OF CONSTRUCTION
2 - 2
FU
TU
R E
PH
AS
E
II
PO
N
D
A
FU
TU
R
E
PH
AS
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PO
N
D
B
FUTURE PHASE
CHANNEL
STORM DRAIN ALIGNMENT
SEE SHEET 11-8
10TH STREET ALIGNMENT
SEE SHEET 3 - 8
.5'
.5'
' B
K
- B
K
' R W
R25.
00'
A
B
EXISTING EDGE
OF CHANNEL
DESIGN P.G.L @ FL LT/RT
15 15
NOTE:
DESIGN PROFILE GRADE SHOWN FROM STA:14+33.11 TO CHERRY
ROAD IS FOR VERIFYING SITE DISTANCES ONLY
NO CHANGE IN PROFILE GRADE
STA:14+33.11 TO CHERRY ROAD
AutoCAD SHX Text 07/07/25
AutoCAD SHX Text 17616
X X
X X
X
X
X
X
X
X
X
X
X
GASGASGASGAS
GAS
W W W W W
GAS
G
AS
G
AS
G
AS
G
AS
G
AS
G
AS
G
AS
W W
SD1
+0
+0
+0
11+00
12+00
+0
+0
+0
131.14' of 12" C900 WL @ 2.74%
GASGASGASGAS
GAS
SD CAP 1
STA. 11+12.44, 0.00
INSTALL 36" SD CAP
SD END CAP 2
STA. 12+08.12, 0.00
INSTALL 36" SD CAP
SD CAP 1
STA. 11+12.44, 0.00
INSTALL 36" SD CAP
SD CAP 1
STA. 11+12.44, 0.00
INSTALL 36" SD CAP
STA. 11+86.58
SD INV=66.67
SD TP=70.00
FG=73.90
BOC=73.40
44.74' of 12" C900 WL @ -0.03%
STA. 12+68.15
12.67' L
STA. 14+44.04
STA. 14+66.47STA. 12+76.99
12.64' L
AIR RELEASE VALVE
STA. 13+64.96
-12.51' L
11+00 12+00 12+50
E G
4.
E G
3.
E G
2.
E G
1.
E G
1.
E G
9.
E G
8.
E G
7.
E G
6.
E G
3.
E G
5.
E G
6.
E G
6.
E G
7.
INSTALL 36" SD CAP
STA 11+12.44
INV 5568.49
INSTALL 36" SD CAP
STA 12+08.12
INV 5566.09
STA 11+49.32
ELEV 5577.00 @ FL
STA 11+86.58
TP INV 5570.00
STA 11+86.58
BOC ELEV 5573.40
STA 11+94.27
ELEV 5573.00
BUILD 95.68 LF OF
36" SD @ 2.51%
Q= 86.74 cfs V= 12.27 ft/sec
11-8
UT
ILI
TY
P
LA
N
PR
OF
ILE
00 20' 40'
SCALES: HORZ. 1" = 20'
VERT. 1" = 5'
TH
S T
SD LATERAL 1
SCALE: 1:20
EXISTING GRADE @ ℄
SHEET:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
DATE:
DPW CHK:
D es ig ne d By
D es ig ne d Fo r:
N O
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(O R
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PROJECT NO.
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BY
12346 57
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7/ 7/
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PM,
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BEFORE YOU DIG CALL
811 OR 260-1990
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(5
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HUITT-ZOLLARS, INC.
Consulting Engineers
19TH AVENUE
FUTURE PHASE II
CHANNEL
FUTURE PHASE II
POND 1A
FUTURE PHASE II
POND 1B
FUTURE PHASE II
STORM DRAIN
199.7 LF
S=2.51%
FUTURE PHASE II
STORM DRAIN
EX. 4" GAS LINE
EX 4" GAS
CONCRETE
RUNDOWN
FUTURE OUTLET
STRUCTURE
INV=5570.00
FUTURE MANHOLE
INV=5565.00
2%
50' ROW
HGL
CONSTRUCTION NOTES
1. THE LOCATION OF EXISTING UTILITIES IS BASED ON RECORD
DRAWINGS, POTHOLE INFORMATION, ABOVE GROUND
FEATURES, AND DESCRIPTIONS PROVIDED BY THE CITY OF
RIO RANCHO.
2. CONTRACTOR SHALL VERIFY THE LOCATION (HORIZONTAL
AND VERTICAL) AND SIZE/DIAMETER OF ALL UTILITIES PRIOR
TO COMMENCING WORK. DAMAGE TO EXISTING UTILITIES
CAUSED BY CONTRACTOR'S ACTIONS SHALL BE REPAIRED AT
THE CONTRACTOR'S EXPENSE.
3. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING
AND SUPPORTING ALL EXISTING UTILITIES, INCLUDING
SERVICES, DURING CONSTRUCTION.
4. RIM ELEVATION PROVIDED FOR CURB DROP INLETS (CDI) IS
AT FLOWLINE OF CURB.
5. AT UTILITY CROSSINGS, WHERE LESS THAN 18" OF VERTICAL
SEPARATION FROM STORM DRAIN PIPING OR STRUCTURES IS
PROPOSED, LEAN FILL CONSTRUCTION (PER SECTION 207 OF
THE STANDARD SPECIFICATIONS) SHALL BE USED TO
PROTECT THE WATER OR SEWER LINE. LEAN FILL SHALL
EXTEND A PERPENDICULAR DISTANCE OF 5 FEET ON EACH
SDE OF THE STORM PIPE OR STRUCTURE.
6. INLETS PER DETAILS SHEET 11-10.
7. JOINT RESTRAINTS PER TABLE ON SHEET 11-10.
AutoCAD SHX Text 07/07/25
V
V FH
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G
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AS
G
AS
G
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FO
FO
FO
FO
W W W W W W
W W
W W
W
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SD
SD
SD
SD
SD
SD
SD2
SD3
9.
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C
W
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6%
G
AS
G
AS
G
AS
G
AS
FO
FO
FO
FO
TO
P EL=5565.11'
36" C M
C
TO
P EL=5565.22'
36" C M
C
TO
P EL=5565.16'
36" C M
C
SD INLET 1
STA. 10+79.57, 0.00 R
INSTALL 1-TYPE A SD INLET
STA. 10+51.62, 3.97 R
INSTALL 30" FLARED END SECTION
INV=5560.50
SD INLET 2
STA. 11+25.47, 0.00 L
INSTALL 1-TYPE A SD INLET
40.76' of 10" C900 WL @ 0.00%
12.45' of 10" C900 WL @ 0.22%
11+00 11+50
E G
9.
E G
8.
E G
2.
E G
7.
E G
7.
E G
7.
E G
7.
E G
2.
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2.
IN
V
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IN
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IN
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7.
SD
IN
LE
T
ST
A.
1+
.4
STA 11+17.39
TP 5560.50
STA 11+14.36
ELEV 5562.39
BUILD 29.55 LF OF
30" SD @ 1.69%
Q=10.80 cfs V= 2.20 ft/sec
BUILD 45.90 LF OF
24" SD @ 3.27%
Q= 4.9 cfs V= 1.56 ft/sec
11+00 12+00
E G
3.
E G
1.
E G
9.
E G
3.
E G
3.
E G
4.
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4.
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IN
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3.
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IN
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T
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IN
V
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FL
3.
SD
IN
LE
T
ST
A.
1+
.1
BOTTOM OF CHANNEL
STA 10+28.24
ELEV 5558.78
STA 11+04.90
ELEV 5560.90
EX 8" SAS
STA 10+90.49
INV= 5554.87
STA 11+07.95
TP 5558.20
BUILD 24.21 LF OF
24" SD @ 7.10%
Q= 21.1 cfs V= 6.72 ft/sec
BUILD 43.27 LF OF
18" SD @ 1.89%
Q= 12.7 cfs V= 7.19 ft/sec
X X
X
XX
XXX
X
X
FO
FO
FO FO
GAS GAS GAS
G
AS
G
AS
G
AS
G
AS
FO FOE
E
E E
E
FO
FO
FO
FO
TVT
W W
W W
W
WWWW
SSSSSS
S S
S S
E E
E E
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FOFOFO
FO
FO
FO
SD4 SD5
FO
FO
FO FO
GAS GAS GAS
G
AS
G
AS
G
AS
G
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FO FOE
E
E E
E
FO
FO
FO
FO
SS
STA. 10+48.64, 0.02 L
INSTALL 24" FLARED END SECTION
INV=5560.50
SD INLET 3
STA. 10+72.85, 0.00 L
INSTALL 1-TYPE "A" SD INLET
SD INLET 4
STA. 11+16.12, 0.00 R
INSTALL 1-TYPE A SD INLET
4.
' o f 1 2"
C
W
L
-0 .4
8%
11-9
UT
ILI
TY
P
LA
N
PR
OF
ILE
00 20' 40'
SCALES: HORZ. 1" = 20'
VERT. 1" = 5'
SD LATERAL 2
SCALE: 1:20
EXISTING GRADE @ ℄
SHEET:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
DATE:
DPW CHK:
D es ig ne d By
D es ig ne d Fo r:
N O
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PROJECT NO.
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12346 57
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7/ 7/
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PM,
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TWO WORKING DAYS
BEFORE YOU DIG CALL
811 OR 260-1990
C
IT
Y O
F R
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R
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RJD
R316418.01
MAY 2025
R io
R an ch o
D riv e N
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R io
R an ch o, N ew
M ex ic o
Ph on e
(5
) 8
-5
(5
) 8
-3
HUITT-ZOLLARS, INC.
Consulting Engineers
TH
A
VE
N U
E
SD LATERAL 3
SCALE: 1:20
EXISTING GRADE @ ℄
19TH
AVEN
U E
17TH AVENUE
REBECCA
LOOP
SEE SHEET 2 - 9 FOR
GRADING DETAIL
SEE SHEET 2 - 9 FOR
GRADING DETAIL
FUTURE PHASE II
CHANNEL
EX GAS
SPARKLIGHT
FIBER OPTIC
ELECTRICAL LINE
EX 10" WL
EX 3-36" CMP
FUTURE PHASE II
CHANNEL
ELECTRICAL LINE
SPARKLIGHT
FIBER OPTIC
LUMEN
FIBER OPTIC
SPARKLIGHT
FIBER OPTIC
ELECTRICAL LINE
EX GAS
PROTECT EX GAS LINE
FUTURE 60" SD
FUTURE
BEEHIVE GRATE INLET
FUTURE
48" SD
FUTURE 36" SD
FUTURE 8' DIA MH
FUTURE 36" SD
FUTURE
BEEHIVE GRATE INLET
ROW
ROW
ROW
ROW
ROW
EXISTING EDGE
OF CHANNEL
EXISTING EDGE
OF CHANNEL
13' ROADWAY WINDING EASEMENT
13' ROADWAY WINDING EASEMENT
FUTURE 36" SD
FUTURE 8' DIA MH
FUTURE 24" SD
12" WL
HGL
1.5 ' C
LE
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CE
1.5 ' C
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CONSTRUCTION NOTES
1. THE LOCATION OF EXISTING UTILITIES IS BASED ON RECORD
DRAWINGS, POTHOLE INFORMATION, ABOVE GROUND
FEATURES, AND DESCRIPTIONS PROVIDED BY THE CITY OF
RIO RANCHO.
2. CONTRACTOR SHALL VERIFY THE LOCATION (HORIZONTAL
AND VERTICAL) AND SIZE/DIAMETER OF ALL UTILITIES PRIOR
TO COMMENCING WORK. DAMAGE TO EXISTING UTILITIES
CAUSED BY CONTRACTOR'S ACTIONS SHALL BE REPAIRED AT
THE CONTRACTOR'S EXPENSE.
3. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING
AND SUPPORTING ALL EXISTING UTILITIES, INCLUDING
SERVICES, DURING CONSTRUCTION.
4. RIM ELEVATION PROVIDED FOR CURB DROP INLETS (CDI) IS
AT FLOWLINE OF CURB.
5. AT UTILITY CROSSINGS, WHERE LESS THAN 18" OF VERTICAL
SEPARATION FROM STORM DRAIN PIPING OR STRUCTURES IS
PROPOSED, LEAN FILL CONSTRUCTION (PER SECTION 207 OF
THE STANDARD SPECIFICATIONS) SHALL BE USED TO
PROTECT THE WATER OR SEWER LINE. LEAN FILL SHALL
EXTEND A PERPENDICULAR DISTANCE OF 5 FEET ON EACH
SDE OF THE STORM PIPE OR STRUCTURE.
6. INLETS PER DETAILS SHEET 11-10.
7. JOINT RESTRAINTS PER TABLE ON SHEET 11-10.
AutoCAD SHX Text D
AutoCAD SHX Text Y
AutoCAD SHX Text H
AutoCAD SHX Text 07/07/25
File details come from the government source that posted it. Updated .