3-26-003 2027 Concrete Project Construction Plans - Signed.pdf
PDF 7 MB Posted
- Attached to
- 2027 Concrete Project
- Solicitation number
- 26-003 - 2027 Concrete Project
- Issued by
- Utah County, Utah
About this file
This document consists of construction plans for a concrete project in Orem, Utah, prepared by the City of Orem's Public Works Department. The project encompasses the replacement and installation of concrete infrastructure along 400 West from University Parkway to approximately 1386 South, totaling 535 lineal feet of sidewalk with bus pads and ADA-compliant ramps. The scope of work includes removal and replacement of existing concrete sidewalk, curb and gutter, drive approaches, and ADA ramps, along with associated asphalt work. The signed construction plans serve as the technical specifications and design documentation necessary for bidders to understand the project requirements and submit accurate cost estimates.
The engineer's estimate for the complete project ranges from $750,000 to $850,000. The construction plans include detailed drawings, cross-sections, and specifications that establish the standards and requirements for all concrete and related work. These plans are the binding technical documents that will govern the construction phase and ensure compliance with ADA accessibility standards and local engineering specifications. All bidders are expected to base their proposals on the information contained within these comprehensive construction plans and to adhere to the specifications outlined therein during project execution.
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Text version
DEVELOPMENT SERVICES
ENGINEERING DIVISION
56 NORTH STATE ST
OREM, UT 84057
CITY OF OREM
JULY 2026
CITY OF OREM, COMMUNITY DEVELOPMENT, ENGINEERING DIVISION
DRAWINGS FOR THE CONSTRUCTION OF:
2027 CONCRETE PROJECT
No. 11905685
ERICA V
ZAUGG
PR
OF
ES
S IONAL ENGI NEER
STATE OF UTAH
07/23/2026
PROJECT VICINITY MAP SYMBOLS DRAWING INDEX
LOCATION MAP
ABBREVIATIONS
CITY OF OREM
ENGINEERING DIVISION
COMMUNITY DEVELOPMENT
OREM, UT 84057
56 NORTH STATE ST
(801) 229-7107
APPROVAL CITY ENGINEER
APPROVAL COMMUNITY DEVELOPMENT DIRECTOR
DESIGN: DESIGNER NAME
DATE: JUNE 2026
2000 NORTH
1600 NORTH
1200 NORTH
800 NORTH
400 NORTH
CENTER ST
400 SOUTH
800 SOUTH
1200 SOUTH
1600 SOUTH
2000 SOUTH
W
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GENERAL INFORMATION
PROJECT NUMBER: 26-003
SHEET
TITLENUMBER
TITLE SHEET1
GENERAL INFO AND LOCATION MAP2
RW3
IRR IRRIGATION
OC ON CENTER
OUTSIDE DIAMETEROD
LIP OF GUTTER
NOT IN CONTRACT
NOT TO SCALE
NIC
NTS
LG
MH MANHOLE
SIDEWALK
TOP OF WALK
TOP OF CONCRETE
TELEPHONE
EOA EDGE OF ASPHALT
END VERTICAL CURVE
FIRE HYDRANT
INSIDE DIAMETER
G
ID
GAS
EVC
FL
FH
FLOW LINE
CONTROL POINT
DUCTILE IRON
END CURB RETURN
EL
ECR
EC END CURVE
ELEVATION
CP
CTV
DI
CABLE TV
TW
W
TYP
WATER
TYPICAL
SW
TC
T
ENGINEERING STATION
POINT OF TANGENCY
POINT ON CURVE
POINT OF INTERSECTION
POLYVINYL CHLORIDE
RIGHT OF WAY
STORM DRAIN
SANITARY SEWER
POINT OF CURVATURE
POLE, POWER
CURB & GUTTER
BEGIN VERTICAL CURVE
CORRUGATED METAL PIPE
CG
CONC
CI
CO
CMP
CAST IRON
CLEANOUT
CONCRETE
BVC
CB
BM BENCH MARK
CATCH BASIN
R/W
SS
SD
STA
PT
PVC
PRV
ASPHALT CONCRETE
BEGIN CURVE
BEGIN CURB RETURN
AC
.BCR
BC
P
POC
PI
PC
S S
EXISTING CATCH BASIN
EXISTING CLEANOUT
EXISTING MANHOLE
EXISTING PRESSURE REDUCER
EXISTING SUMP
EXISTING WATER METER
EXISTING FIRE HYDRANT
EXISTING WATER VALVE
NEW CATCH BASIN
NEW CLEANOUT
NEW MANHOLE
NEW PRESSURE REDUCER
NEW SUMP
NEW WATER METER
NEW FIRE HYDRANT
NEW WATER VALVE
NEW WATER CROSS
NEW WATER TEE
NEW WATER ELBOW
NEW WATER SLEEVE
NEW WATER REDUCER
NEW WATER PLUG
NEW STREETLIGHTEXISTING STREETLIGHT
EXISTING POLE
EXISTING POLE WITH ANCHOR
SECTION CORNER
CONTROL POINT
SIGN
CONIFEROUS TREE DECIDUOUS TREE
CURB, GUTTER & SIDEWALKCG&SW
ROAD CENTERLINERCL
PRESSURE REDUCING VALVE
EXISTING UTILITIES NEW UTILITIES
INVERT ELEVATIONINV
HDPE
REINFORCED CONCRETE PIPERCP
CL CENTERLINE
FO FIBER OPTIC
HIGH-DENSITY POLYETHYLENE
RW1
D1
PROJECT
AREA
400 NORTH
DESIGN ENGINEER ERICA ZAUGG 229-7549
PROJECT MANAGER JOHN WIRTHLIN 229-7336
SEWER RYAN JOHNSON 229-7481
WATER QUINN FENTON 229-7546
STORM DRAIN ANDY PETERSON 229-7109
STREETS BILL PETERSON 229-7537
STREET LIGHTS JUSTIN GAINES 229-7527
SIGNS TRENT MALLINSON 229-7519
TRAFFIC CONTROL ERICA ZAUGG 229-7549
SWPPP RYAN CASPER 229-7573
CONTACTS
GENERAL NOTES
E
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TOP OF ASPHALTTA
RW2
400 N SIDEWALK
400 N SIDEWALK
400 N SIDEWALK
DETAIL SHEET
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ANGLE POINTAP
D2 DETAIL SHEET
2027 CONCRETE PROJECT
1. THE CONTRACTOR IS TO READ AND UNDERSTAND THE M&P SPECIAL
CONDITIONS LOCATED IN THE SPECIFICATIONS. EACH LINE ITEM IS
COVERED IN DETAIL WITH EXTRA INFORMATION THAT MAY NOT BE FOUND
ON THE PLANS.
2. UNDERGROUND UTILITIES ARE APPROXIMATE. THE CONTRACTOR IS
RESPONSIBLE TO POTHOLE, LOCATE AND PROTECT ALL EXISTING UTILITIES.
THE CONTRACTOR IS RESPONSIBLE TO POTHOLE EXISTING UTILITIES TO
VERIFY ELEVATION AND LOCATION.
3. THE CONSTRUCTION SURVEY STAKING IS TO BE PROVIDED BY THE
CONTRACTOR. ALL SURVEY ACTIVITIES SHALL BE PERFORMED WITHIN THE
CITY'S “OREM97” SURVEY DATUM, UNLESS OTHERWISE NOTED.
4. THE CONTRACTOR IS REQ'D TO DEVELOP AND IMPLEMENT A STORM
WATER POLLUTION PREVENTION PLAN (SWPPP) ACCORDING TO
SPECIFICATION 01 57 00 BEFORE CONSTRUCTION BEGINS. THE SWPPP IS
TO BE SUBMITTED TO THE CITY OF OREM DEVELOPMENT SERVICES FOR
APPROVAL.
5. CONTACT TRENT MALLINSON (229-7519 OREM CITY SIGN SHOP) TO
COORDINATE OREM CITY STREET SIGN REMOVAL AND RELOCATION. THE
CITY WILL BE RESPONSIBLE TO MOVE ANY AND ALL OREM CITY SIGNS. THE
SIGN SHOP HOURS ARE 7:00 AM TO 3:30 PM. NOTIFICATION FOR
RELOCATION OR REMOVAL WILL NEED TO BE BY 9:00 AM TO INSURE
REMOVAL OR RELOCATION BY 3:30 PM.
6. THROUGHOUT CONSTRUCTION THE CONTRACTOR IS REQUIRED TO NOTIFY
AND COORDINATE WITH THE UTAH TRANSIT AUTHORITY (UTA)
CONCERNING BUS ROUTES, BUS STOPS, AND UTA ROUTE SIGNS.
7. ROADWAY RECONSTRUCTION / TRENCH PATCH REQUIREMENTS:
5" HMA PG 64-34 ASPHALT W/ 1/2" MAX. AGGREGATE & 8" UNTREATED
BASE COURSE
8. IMPORTED PIPE BEDDING IS REQ'D. IF EXCAVATED MATERIAL IS FOUND TO
BE SUITABLE FOR BEDDING, THE CITY WILL ASK THE CONTRACTOR FOR A
CREDIT.
9. HIGH GROUNDWATER CONDITIONS MAY EXIST. THE CONTRACTOR
SHOULD PLAN ON MINIMAL TRENCH DEWATERING. IF MAJOR
GROUNDWATER IS ENCOUNTERED AND WELL POINTS ARE REQUIRED,
THEN WELL POINTS WILL BE ADDRESSED WITH A CHANGE ORDER.
10. THIS PROJECT HAS EXISTING UTILITIES THAT ARE NEAR THE LOCATIONS OF
THE NEW SUMP AND STORM DRAIN LINES. IT MAY BECOME NECESSARY TO
MAKE FIELD ADJUSTMENTS TO THE EXACT GRADE OF THE LINES TO AVOID
EXISTING UTILITIES. THE CONTRACTOR SHALL MAKE ADJUSTMENTS WITH
THE PROJECT MANAGER AND ENGINEER. NO PRICE ADJUSTMENT SHALL BE
MADE FOR INCIDENTAL CHANGES.
11. THE CONTRACTOR IS REQ'D TO MAINTAIN DRIVEWAY PARKING ACCESS TO
ALL APARTMENT BUILDINGS, BUSINESSES, HOMES, ETC. DURING
CONSTRUCTION. STEEL PLATES ARE REQ'D WHILE THE NEW CONCRETE
CURES FOR THE CURB, GUTTER, AND SIDEWALK FOR ANY DRIVEWAY
ENTRANCES AFFECTED.
12. THE LINE ITEM FOR GRANULAR BORROW IS ONLY TO BE USED AT THE
DISCRETION OF THE PROJECT MANAGER FOR UNFORESEEN ISSUES WITH
EXISTING BASE OR SUBGRADE.
13. THE CONTRACTOR IS RESPONSIBLE TO SURVEY AND LOCATE ALL MANHOLE
COVERS AND WATER VALVES IF NEEDED DURING PAVING. ALL MANHOLES
AND WATER VALVES ARE TO BE RAISED BY THE CONTRACTOR WITH
CONCRETE COLLARS TO BE FLUSH WITH THE NEW ASPHALT SURFACE.
14. WHENEVER FEASIBLY POSSIBLE THE CONTRACTOR IS REQUIRED TO HAVE
ALL ASPHALT JOINTS PLACED AT THE STRIPING LOCATIONS AND NOT IN
THE WHEEL PATH LOCATIONS.
15. ALL SECTIONS CORNERS MUST BE PROTECTED DURING THE
CONSTRUCTION PROCESS. ANY DAMAGED OR DISTURBED SECTION
CORNERS MUST BE RE-SURVEYED AT THE CONTRACTORS EXPENSE AND
VERIFIED WITH THE CITY SURVEYOR.
16. ROAD CLOSURES WILL ONLY BE ALLOWED WITH APPROVAL FROM THE CITY
ENGINEER. FOR ANY ROAD CLOSURES CONTRACTOR MUST NOTIFY PUBLIC
SAFETY, WASTE MANAGEMENT, POST OFFICE, ANY SCHOOL DISTRICTS
AFFECTED, AND UTA.
EXISTING STRUCTURE
OR FACILITY
DM1 DEMOLITION SHEET
SC1 SURVEY CONTROL
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D3 DETAIL SHEET
GIS 1-6 STREETS GIS SHEETS
CP1
Northing: 28293.2840 Easting: 119078.6150 Elevation: 4836.81
CP2
Northing: 28226.2850 Easting: 117703.0410 Elevation: 4832.05
400 NORTH
E
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350 NORTH
300 NORTH
440 NORTH
500 NORTH
470 NORTH
435 NORTH
E
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EXISTING COUNTY SURVEY MONUMENT.
SURVEY MONUMENT EXCAVATION PERMIT REQUIRED.
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SCALE: 1" = 150' (11"x 17" SHEET SIZE)
TL
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932 E 400 N
SS
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SS
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SS
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SS 8in
SS 8in SS 8in SS 8in SS 8in SS 8in
SS
SS
IRR IRR
IRR IRR IRR IRR IRR IRR IRR IRR
W W in
W in
W 8in W 8in W 8in W 8in W 8in W 8in
PRESERVE AND PROTECT
EXISTING IRRIGATION DITCH
400 N
E
PRESERVE AND PROTECT
EXISTING FENCE
PRESERVE AND PROTECT
EXISTING FENCE
PRESERVE AND
PROTECT EXISTING
UTILITIES
0+
1+
2+
3+00
3+48
REMOVE EXISTING
BROKEN WALL
393 N 950 E
LEGEND
REMOVE AND DISPOSE OF
EXISTING ASPHALT (1859 SF)
REMOVE AND DISPOSE OF
EXISTING CONCRETE (276 SF)
CLEAR AND GRUB (5601 SF)
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1075 E 400 N1068 E 400 N
SS
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SSSS
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W 8in W 8in W 8in W 8in W 8in W 8in
G 2in G 2in G 2in G 2in G 2in G 2in
G in G in
SS 8in SS 8in SS 8in SS 8in SS 8in SS 8in
LEGEND
REMOVE AND DISPOSE OF
EXISTING ASPHALT (5663 SF)
REMOVE AND DISPOSE OF
EXISTING CONCRETE (537 SF)
CLEAR AND GRUB (1882 SF)
PRESERVE AND PROTECT TREE
REMOVE AND DISPOSE OF EXISTING TREE PRESERVE AND PROTECT
RETAINING WALL
PRESERVE AND PROTECT
ROSE BUSHES (TYP)
CLEAR AND GRUB AS
MINIMALLY AS POSSIBLE
ALONG GARDEN BED
CLEAR AND GRUB AS
MINIMALLY AS POSSIBLE
ALONG GARDEN BED
PRESERVE AND PROTECT TREE
PRESERVE AND
PROTECT ROSE
BUSHES (TYP)
400 N
2+
71100+00
101+00
102+00
REMOVE AND DISPOSE
OF EXISTING SUMP
E
395 N 1200 E
LEGEND
REMOVE AND DISPOSE OF
EXISTING ASPHALT (1872 SF)
CLEAR AND GRUB (5387 SF) SS 8in
SS
SS
SS
SS
W 8in W 8in W 8in W 8in W 8in W 8in
W in W in
W in
W 8in W 8in W 8in W 8in
IRR IRR IRR IRR IRR
G in G in
G in
G 2i n
G 2in G 2in G 2in
SS 8in SS 8in SS 8in SS 8in SS 8in SS 8in
IR
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Existing Tree Stump
PRESERVE AND PROTECT EXISTING IRRIGATION STRUCTURE
REMOVE EXISTING FIRE HYDRANT
REMOVE VALVE AND CAP LINE AT THE TEE
SALVAGE EXISTING SIGNS (2)SALVAGE EXISTING SIGNS (2)
PRESERVE AND PROTECT EXISTING 18" IRRIGATION LINE
PRESERVE AND PROTECT EXISTING 18" IRRIGATION LINE
PRESERVE AND PROTECT EXISTING 18" IRRIGATION LINE
400 N
E
0+
1+
202+00
203+00
IRR IRR
IR
R
IR
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PRESERVE AND PROTECT EXISTING UTAH COUNTY MONUMENT
CI
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SCALE: 1" = 40' (11"x 17" SHEET SIZE)
TL
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SS
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SS
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SS 8in
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SS 8in SS 8in SS 8in SS 8in SS 8in SS 8in
SS
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W in
SS
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SS 8in SS 8in
SS
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SS
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SS
SS
LEGEND
4" ASPHALT OVER 8" UTBC (3861 SF)
LANDSCAPE AND IRRIGATION
RESTORATION (552 SF)
GRAVEL (30 CY)
-2 .2
5%
-4 .3
-4 .7
-4 .3
TIE INTO EXISTING SIDEWALK
INSTALL 33.5 LF 6' DRIVE APPROACH
INSTALL 156 LF 6' CONCRETE CURB, GUTTER & SIDEWALK
INSTALL 150 SF CONCRETE FLATWORK
RELOCATE MAILBOX BEHIND NEW SIDEWALK
TIE INTO EXISTING GROUND
MAX 10% SLOPE
TIE INTO EXISTING ASPHALT
RELOCATE WATER METER BEHIND NEW SIDEWALK
INSTALL MODIFIED ADA RAMP
TIE INTO EXISTING GROUND
MAX 10% SLOPE
0+
1+
2+
3+00
3+48
Relocate Streetlight Behind New Sidewalk (By Others)
Relocate Street Sign Behind New Sidewalk (By Others)
INSTALL 30' LF 6' DRIVE APPROACH
INSTALL 10 LF 6' CONCRETE CURB, GUTTER & SIDEWALK
INSTALL 24 LF 6' CONCRETE CURB, GUTTER & SIDEWALK
TIE INTO EXISTING SIDEWALK
-4 .4
-4 .2
-4 .1
-4 .8
-2.8%
-1.7%
-2.5%
393 N 950 E
LIP OF GUTTER ALIGNMENT
400 N
E
-1+74 -1+50 -1+00 -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+503+57
SLOPE = -0.62%SLOPE = 0.52%
VP
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+4
8.
LG
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VP
I =
+2
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8.
TIE INTO EXISTING SIDEWALK, CURB, AND GUTTER
TIE INTO EXISTING SIDEWALK, CURB, AND GUTTER
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SCALE: 1" = 40' (11"x 17" SHEET SIZE)
TL
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1075 E 400 N1068 E 400 N
SS
in
SS
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SS
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SS
in
SS
in
SS
in
SS
in
SS
in
SS
SSSS
SSSS
SS
SS
SS
SSSS
SSSS
SS
SS
W 8in
W in W in
W 8in W 8in W 8in W 8in W 8in W 8in W 8in W 8in
W in
W 8in W 8in
W in W in
SD 21in SD 21in
IRR
SD 21in SD 21in SD 21in SD 21in SD 21in
SD 21in SD 21in
G 2in G 2in G 2in G 2in G 2in G 2in G 2in G 2in G 2in G 2in G 2in G 2in G 2in
G in G in
G in G in
G in G in
SS 8in SS 8in SS 8in SS 8in SS 8in SS 8in SS 8in SS 8in
SS 8in SS 8in
LEGEND
4" ASPHALT OVER 8" UTBC
(5997 SF)
LANDSCAPE AND IRRIGATION
RESTORATION
(590 SF)
-5 .1
-5 .9
-2 .4
-3 .3
-4 .0
-3 .8
-3 .0
-2 .6
-2 .1
-3 .5
2+
71100+00
101+00
102+00
TIE INTO EXISTING SIDEWALK
INSTALL 13 LF DRIVE APPROACH
SEE DETAIL A SHEET D1
INSTALL 212 SF CONCRETE FLATWORK
TIE INTO EXISTING DRIVEWAY
TIE INTO EXISTING GROUND
MAX 10% SLOPE (TYP)
INSTALL 30 LF 6' CONCRETE CURB, GUTTER & SIDEWALK
INSTALL 98 SF CONCRETE FLATWORK
TIE INTO EXISTING DRIVEWAY
INSTALL 80 LF 6' CONCRETE CURB, GUTTER & SIDEWALK
INSTALL 65 LF 6' CONCRETE CURB, GUTTER & SIDEWALK
INSTALL 19 LF DRIVE APPROACH
SEE DETAIL A SHEET D1
RELOCATE MAILBOX BEHIND NEW SIDEWALK
TIE INTO EXISTING SIDEWALK
RELOCATE MAILBOX
BEHIND NEW SIDEWALK
PRESERVE AND PROTECT EXISTING TREE
400 N
E
E
E INSTALL 23 LF DRIVE APPROACH
PRESERVE AND PROTECT WATER METER. RELOCATE IF NECESSARY
PRESERVE AND PROTECT WATER METER. RELOCATE IF NECESSARY
NOTES:
1. PRESERVE AND PROTECT EXISTING LANDSCAPING AT 1075 E 400 N
2. CONTRACTOR TO SPECIFICALLY PRESERVE ROSE BUSHES
3. COORDINATE WITH OWNER 2 WEEKS PRIOR TO WORK SO OWNER CAN
SALVAGE EXISTING CONCRETE CURBING AND MASONRY LANDSCAPE BLOCKS
TEMPORARY CONSTRUCTION EASEMENT
TEMPORARY
CONSTRUCTION
EASEMENT
LIP OF GUTTER ALIGNMENT
48" Ø PRETREATMENT CATCH BASIN #1
STATION: 100+89.42
OFFSET: 0.000
RIM: 4833.85
SUMP: 4825.40
12" INV OUT:4829.40 (S)
S
60" Ø SUMP #1
STATION: 100+89.34
OFFSET: 13.085 R
RIM: 4834.38
SUMP: 4821.18
12" INV IN:4829.18 (N)
11.08' OF 12" SDR35 PVC PIPE @ 2.00%
PRESERVE AND PROTECT
EXISTING 2" STEEL GAS LINE.
TOP OF PIPE ELEVATION: 4831.6
98+63 99+00 99+50 100+00 100+50 101+00 101+50 102+00 102+50 102+71
SLOPE = -0.50% SLOPE = 0.50%
VP
I =
+3 1.
LG
E
LE
V
4.
VPI = 100+89.41
LG ELEV = 4833.85
VP
I =
+5 1.
LG
E
LE
V
4.
TIE INTO EXISTING SIDEWALK, CURB, AND GUTTER TIE INTO EXISTING SIDEWALK, CURB, AND GUTTER
PR
ET
R
EA
TM
EN
T C
AT
C
H B
AS
IN
ST
AT
IO
N
: 1
+8 9.
O
FF
SE
T:
.0
T R
IM
: 4
3.
SU
M P:
5.
" I N
V O
U T:
.4
(S
DA
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CO
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DE
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PM
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E N
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SC
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PT
IO
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BY
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V
DA
TE
CH
EC
KE
D
DR
AW
N
DE
SI
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SCALE: 1" = 40' (11"x 17" SHEET SIZE)
TL
N
EV
Z
EV
Z
JU
LY
JU
LY
JU
LY
RW2
N S
ID
EW
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.D
395 N 1200 E
LEGEND
4" ASPHALT OVER 8" UTBC (4386 SF)
GRAVEL (20 CY)
LANDSCAPE AND IRRIGATION RESTORATION
(207 SF)
60" Ø SUMP #2
STATION: 202+49.38
OFFSET: -4.657 L
RIM: 4834.95
SUMP: 4823.95
12" INV IN:4831.52 (NW)
48" Ø PRETREATMENT CATCH BASIN #2
STATION: 202+41.57
OFFSET: 0.000
RIM: 4834.70
SUMP: 4827.70
12" INV OUT:4831.70 (SE)
9.09' OF 12" SDR35 PVC PIPE @ 2.00%
SS 8in
SS
SS
SS
SS
W 8in W 8in W 8in W 8in W 8in W 8in
W in W in
W in
W 8in W 8in W 8in W 8in
IRR IRR IRR IRR IRR
G in G in
G in
G 2i n
G 2in G 2in G 2in
SS 8in SS 8in SS 8in SS 8in SS 8in SS 8in
WS
4836.42
WS
4834.57
IR
R
-4.3%
-2 .2
-4.0%
-4.2%
-5.2%
-3.9%
-1.3%
-3.8%
-4.4%-3 .8
-5 .9
%20 0+
1+
202+00
203+00
TIE INTO EXISTING GROUND
MAX 20% SLOPE
PRESERVE AND PROTECT EXISTING IRRIGATION STRUCTURE
INSTALL 21.5 LF 6' CONCRETE CURB, GUTTER & SIDEWALK
INSTALL 28 LF DRIVE APPROACH
INSTALL 48 LF 6' CONCRETE CURB, GUTTER & SIDEWALK
INSTALL MODIFIED ADA RAMP
SEE DETAIL C SHEET D1
INSTALL 8.5 LF 6' CONCRETE
CURB, GUTTER & SIDEWALK
INSTALL 39 LF DRIVE APPROACH
RELOCATE MAILBOX BEHIND SIDEWALK
PRESERVE AND PROTECT EXISTING 18" IRRIGATION PIPE
PRESERVE AND PROTECT
EXISTING 18" IRRIGATION PIPE
PRESERVE AND PROTECT COUNTY SURVEY MONUMENT
TEMPORARY CONSTRUCTION EASEMENT
S
IRR IRR
IR
R
IR
R
INSTALL 87.5 LF 6' CONCRETE CURB, GUTTER & SIDEWALK
SEE DETAIL B SHEET D1
PRESERVE AND PROTECT
EXISTING WATER METER. RELOCATE
BEHIND SIDEWALK IF NECESSARY
198+30 198+50 199+00 199+50 200+00 200+50 201+00 201+50 202+00 202+50 203+00 203+47
SLOPE = 0.50%
SLOPE = -0.80%
VP
I =
+3 8.
LG
E
LE
V
6.
VP
I =
+0 0.
LG
E
LE
V
4.
VPI = 202+41.57
LG ELEV = 4834.70 PR
ET
R
EA
TM
EN
T
C
AT
C H
B
AS
IN
ST
AT
IO
N : 2
+4
1.
O
FF
SE
T:
.0
T
R
IM
: 4
4.
SU
M
P:
7.
" I
N V
O U
T:
.7
(S
E)
TIE INTO EXISTING SIDEWALK, CURB, AND GUTTER
TIE INTO EXISTING SIDEWALK, CURB, AND GUTTER
DA
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CO
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DE
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LO
PM
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AP
PR
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SCALE: 1" = 40' (11"x 17" SHEET SIZE)
TL
N
EV
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EV
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JU
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JU
LY
JU
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.D
A
2' CURB & GUTTER
N.T.S.
6"
2"
7"
2"
2'-0"
1'-6"
2"
6"
2"
7"
2'-0"
2"
1'-6"
2"
2'
1'-2" 7"
6" 1"5"
1'-6"
TYPICAL SECTION
TYPICAL SECTION W/ REVERSE CURB & GUTTER
DRIVE APPROACH
6"
4" MIN.
COMPACTED
UTBC REQ'D (TYP.)
SUBBASE TO BE A MINIMUM OF 6" OF
A-1 GRADED MATERIAL. REMOVAL OF
EXISTING MATERIAL AS DETERMINED
BY CITY ENGINEER. (TYP)
2'
6" 71 2"
1'-6"
ADA RAMP
12"
B
5' CONCRETE CROSS GUTTER
N.T.S.
5'-0"
9" 7"
3"
6" 12" TYP.
4" MIN. COMPACTED
UTBC REQ'D
5 - #4 BARS @ 12" O.C. (TYP)
SUBBASE TO BE A MINIMUM OF 6" OF A-1 GRADED MATERIAL.
REMOVAL OF EXISTING MATERIAL AS DETERMINED BY CITY
ENGINEER. (TYP)
C
CONCRETE CURB, GUTTER & SIDEWALK
N.T.S.
VARIES
4"
3"
9"
2%
2'-0"
24" CONCRETE CURB &
GUTTER REQ'D. SEE RW-1.
#4 GRADE 60 REBAR
AT 24" O.C. 4" MIN. COMPACTED
UTBC REQ'D
SUBBASE TO BE A MINIMUM OF 6" OF A-1 GRADED
MATERIAL. REMOVAL OF EXISTING MATERIAL AS
DETERMINED BY CITY ENGINEER.
D
6" CURB, GUTTER & SIDEWALK DRIVE APPROACH
N.T.S.
2'-0"
2'-6" 2%
2%2%
1'-6"1'-6" WIDTH VARIES - SEE ROADWAY PLANS
4'-0"
6'-0"
6"
2'-0"
4"
2'-6" 2%
SIDEWALK
CURB
GUTTER
4" MIN. COMPACTED
UTBC REQ'D
24" LOW-BACK CONCRETE CURB
& GUTTER. SEE RW-1.
DOWELS REQ'D
12" #4 REBAR AT 24" O.C.
SUBBASE TO BE A MINIMUM OF 6" OF A-1 GRADATED
MATERIAL. REMOVAL OF EXISTING MATERIAL AS
DETERMINED BY CITY ENGINEER.
A
A
3"
9"
CI
TY
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TL
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.D
E
6' MONOLITHIC CURB, GUTTER, AND SIDEWALK CROSS SECTIONS
N.T.S.
6"
1-1/8"
7"
4"
6'
5"
1"
1'-6"4'
7"
1"
6"
6'
1'-5"2'-1"2'-6"
1-12" 6-12"
2"
SUBBASE TO BE A MINIMUM OF 6" OF A-1 GRADATED
MATERIAL. REMOVAL OF EXISTING MATERIAL AS
DETERMINED BY CITY ENGINEER. (TYP)
4" MIN. COMPACTED UTBC REQ'D (TYP.)
R = 3 4"
R = 3 4"
F
MODIFIED ADA RAMP
N.T.S.
2%
5' FLARE MIN.
HEIGHT VARIES
6'-6"
7"
1-1/2"
DETECTABLE WARNINGS
RAISED TRUNCATED DOMES
A
A
SECTION A-A
THROUGH RAMP
SUBBASE TO BE A MINIMUM OF 6" OF A-1
GRADATED MATERIAL. REMOVAL OF EXISTING
MATERIAL AS DETERMINED BY CITY ENGINEER.
4" MIN. COMPACTED UTBC REQ'D
8.33% MAXIMUM
SLOPE IN THE
FLARES
CURB WALL 6"
8.33% MAXIMUM
SLOPE IN THE
FLARES
6" CURB
WALL
4'-0" RAMP FROM THE BACK OF
THE SIDEWALK INCLUDING
DETECTABLE WARNING AND
TRACE AREA. 2% GRADE
6" SMOOTH
AREA AT
8.33%
GRADE
1'-6"
GUTTER AT
5% MAX.
GRADE
0.2"
0.5" OR 50%
OF BOTTOM
0.9" MIN.
1.4" MAX.
RADIUS WILL VARY
FOR EACH RAMP
5' FLARE MIN.
TRUNCATED DOMES (SEE NOTE 12)
NOTES:
1. THIS IS ONLY A GENERAL DETAIL OF A MODIFIED ADA RAMP. EVERY MODIFIED RAMP MUST BE
ADJUSTED ACCORDINGLY TO FIT TO THE CORNER ON WHICH IT IS INSTALLED.
2. ANY MODIFICATIONS TO THIS STANDARD MUST BE APPROVED BY THE PROJECT ENGINEER.
3. THE FLARES SHALL NOT EXCEED 8.33% GRADE.
4. THE MINIMUM DISTANCE FROM THE BACK OF CURBWALL TO THE FLOW LINE OF THE GUTTER
SHALL BE 6'-6" THROUGH THE RAMP.
5. THE RAMP SHALL NOT EXCEED A 2% GRADE.
6. WITH THE EXCEPTION OF THE DETECTABLE WARNING AREA, ALL CONCRETE SURFACES ON
THE RAMP AND FLARES SHALL BE BROOMED ROUGH.
7. THE RAMP & FLARES SHALL BE VISUALLY CONTRASTING.
8. A 7" CONCRETE THICKNESS SHALL BE REQUIRED ON THE RADIUS.
9. A 4" CONCRETE THICKNESS SHALL BE REQUIRED IN THE WALKWAY OUTSIDE OF THE RADIUS.
10. CURB WALL CAN BE POURED MONOLITHIC WITH THE RAMP.
11. COLOR OF ADA DETECTABLE WARNING STRIPS / TRUNCATED DOMES SHALL BE YELLOW.
12. TRUNCATED DOMES ON UDOT STREET FRONTAGES ARE REQUIRED TO BE BOLT DOWN TILES.
G
QUARTER-ROUND ADA RAMP
N.T.S.
DETECTABLE
WARNING
VARIES
6"
24" CURB & GUTTER
6"
8.33% MAX (62") 2% SLOPE (43")
6" FACE OF CURB
SUBBASE TO BE A MINIMUM OF 6" OF A-1 GRADATED
MATERIAL. REMOVAL OF EXISTING MATERIAL AS
DETERMINED BY CITY ENGINEER.
4" MIN. COMPACTED UTBC REQ'D
AA
TRUNCATED DOMES (SEE NOTE 2)
A A 2%
NOTES:
1. THIS IS ONLY A GENERAL DETAIL OF A MODIFIED ADA RAMP. EVERY MODIFIED RAMP MUST BE ADJUSTED
ACCORDINGLY TO FIT TO THE CORNER ON WHICH IT IS INSTALLED.
2. ANY MODIFICATIONS TO THIS STANDARD MUST BE APPROVED BY THE PROJECT ENGINEER.
3. THE FLARES SHALL NOT EXCEED 8.33% GRADE.
4. THE MINIMUM DISTANCE FROM THE BACK OF CURBWALL TO THE FLOW LINE OF THE GUTTER SHALL BE
6'-6" THROUGH THE RAMP.
5. THE RAMP SHALL NOT EXCEED A 2% GRADE.
6. WITH THE EXCEPTION OF THE DETECTABLE WARNING AREA, ALL CONCRETE SURFACES ON THE RAMP
AND FLARES SHALL BE BROOMED ROUGH.
7. THE RAMP & FLARES SHALL BE VISUALLY CONTRASTING.
8. A 7" CONCRETE THICKNESS SHALL BE REQUIRED ON THE RAMP AND FLARES.
9. A 4" CONCRETE THICKNESS SHALL BE REQUIRED IN THE WALKWAY OUTSIDE OF THE RADIUS.
10. TRUNCATED DOMES ON UDOT STREET FRONTAGES ARE REQUIRED TO BE BOLT DOWN TILES.
DETECTABLE WARNINGS
RAISED TRUNCATED DOMES
6"
0.2"
0.5" OR 50%
OF BOTTOM
0.9" MIN.
1.4" MAX.
HEIGHT VARIES
6'-6"
7"
1-1/2"
SUBBASE TO BE A MINIMUM OF 6" OF A-1
GRADATED MATERIAL. REMOVAL OF EXISTING
MATERIAL AS DETERMINED BY CITY ENGINEER.
4" MIN. COMPACTED UTBC REQ'D
6" CURB
WALL
4'-0" RAMP FROM THE BACK OF
THE SIDEWALK INCLUDING
DETECTABLE WARNING AND
TRACE AREA. 2% GRADE
6" SMOOTH
AREA AT
8.33%
GRADE
1'-6"
GUTTER AT
5% MAX.
GRADE
SECTION A-A
THROUGH RAMP
5' FLARE MIN.
5' FLARE MIN.
4' RAMP
8.33% MAXIMUM
SLOPE IN THE
FLARES
8.33% MAXIMUM
SLOPE IN THE
FLARES AND
THE
DETECTABLE
WARNING AREA
OPTIONAL CURB WALL
TRUNCATED DOMES (SEE NOTE 10)
H
STRAIGHT ADA RAMP
N.T.S.
CI
TY
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O
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EC
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JU
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3-
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.D
I
RESIDENTIAL/TRAIL STREET LIGHTING
N.T.S.
12" DIA. HOLE
6"
FINISH
GRADE
4'-0"
INSTALL WATERTIGHT INLINE 30 AMP
FUSE HOLDER, FUSE AT 10 AMPS
2" PVC CONDUIT
AND CONDUCTORS
TO POWER SOURCE
8" x 8'-0" COPPER-CLAD
GROUND ROD. GROUND
POLE AND GREEN GROUND
WITH #10 BARE COPPER
UNDISTURBED
NATIVE SOIL
1" PVC
CONDUIT
FILL VOID
WITH
CONCRETE
HOLOPHANE "SALEM" STYLE POLE WITH 13" BASE DIAMETER
2 1/2"
POLE CUTOUT
FOR CLARITY
INSTALL 2 BLACK #10 AND 1 GREEN #10 GROUND UP POLE TO
LIGHT FIXTURE. GROUND LIGHT FIXTURE WITH #10
INSTALL 4 WIRE TAP OR APPROVED EQUIVALENT
GROUND #10 NEUTRAL AND GREEN GROUND TO POLE
GREEN GROUND LOOP IN AND OUT OF POLE BASE
12"
BASE PLATE
14" DIAMETER
BOLT CIRCLE
13" SQ.
BASE COVER
PLAN VIEW
PROFILE VIEW
NOTES:
1. USE THE IN-LINE FUSE HOLDER APPROVED BY CITY.
2. USE SINGLE CONDUCTOR COPPER CABLE NO. 10 AWG TYPE THWN, THW, OR THHW, FOR ALL CONDUCTORS.
3. FURNISH POWER SOURCE AND INSTALL AS SHOWN.
4. USE NO. 10 AWG SOLID BARE COPPER GROUND WIRE.
5. WHEN LIGHTS ARE CONNECTED IN SERIES INSTALL JUNCTION BOX NEXT TO EACH LIGHT POLE BASE.
6. FIXTURE PART #: WAE3 P30 40K MVOLT MS GL3 GN SBR TGL PR7 AO PCLL L25.
7. POLE PART #: SMA 16 F5J 13S C03 GN.
8. BASE PART #: RICHMAR JHB48 SALEM POLE BASE OR APPROVED EQUIVALENT.
PULL BOX, CARSON 1419-12-4B-GRN OR APPROVED
EQUIVALENT WITH LOGO "STREET LIGHTING" QUAZITE
#PG1324-BA12 WITH #PG124HA00 COVER, OR APPROVED
EQUIVALENT WITH LOGO "STREET LIGHTING" REQUIRED
WHEN PLACE IN CONCRETE
DO NOT FILL
BASE TUBE
WITH
CONCRETE
LEAVE CONCRETE
3-4" BELOW FINISH
GRADE, FILL IN
WITH NATIVE SOIL
J
3/4" & 1" SERVICE LINE INSTALLATION
N.T.S.
NOTES:
1. MIN. COVER ON SERVICE LINE IS 42".
2. FOR INSTALLATIONS WITH CONTINUOUS TRAFFIC FLOW ON METER LID, A STANDARD MANHOLE SECTION CONE WITH 36" MIN. HEIGHT
REINFORCED CONCRETE WITH STANDARD 30" MANHOLE RING AND COVER SHALL BE USED AS APPROVED BY WATER SECTION
PERSONNEL.
3. TRACER WIRE SHALL BE 14 GAUGE SOLID INSULATED COPPER WIRE ATTACHED TO TOP OF PIPE.
4. WIRE IS TO BE SPLICED IN AT ALL SERVICE CONNECTIONS TO THE MAIN AND COVERED OR COATED WITH CORROSION PROTECTION SUCH
AS GEL CAPS OR MASTIC PAD.
5. MULTIPLE SETTERS IN A BOX SHALL BE TAGGED FOR ADDRESS IDENTIFICATION.
6. IF A SERVICE IS NOT INSTALLED IN A STRAIGHT ALIGNMENT IT MUST BE COPPER.
7. IF USING POLY, INSERTS ARE REQUIRED AT THE COMPRESSION FITTING.
8. ALL BRASS FITTINGS MUST BE LEAD-FREE.
9. ALL TREES, SHRUBS, AND DEEP ROOTED VEGETATION MUST BE A MINIMUM OF 36" HORIZONTAL AND 10' VERTICAL FROM EDGE OF METER
CAN.
10. ALL COMMERCIAL IRRIGATION SYSTEMS MUST BE PROTECTED BY A REDUCED PRESSURE ZONE (RPZ) BACKFLOW ASSEMBLY. (SEE W-23)
11. RESIDENTIAL IRRIGATION SYSTEMS SHALL BE PROTECTED AGAINST BACKFLOW BY AN ATMOSPHERIC VACUUM BREAKER OR A PRESSURE
VACUUM BREAKER ASSEMBLY INSTALLED TO THE MANUFACTURERS GUIDELINES OR A REDUCED PRESSURE PRINCIPAL BACKFLOW
PREVENTION ASSEMBLY. (SEE W-23)
12. PROVIDE 4' MIN. TRENCH WIDTH FOR TAPPING OF WATER SERVICES.
36" MIN. DISTANCE
BETWEEN CAN AND
STOP & WASTE
WHITE METER BOX: 21" DIA. 36" MIN. HEIGHT
CORRUGATED PVC OR ADS INSTALLED
WITH STANDARD 21" CAST IRON RING
AND LID ASSEMBLY WITH LOCKING NUT
LID TO BE D&L SUPPLY MODEL
L2244-F1, L2240-01, OR APPROVED
EQUIVALENT
LID TO BE FLUSH WITH
FINISHED LANDSCAPING
a. DUAL CHECK VALVE
SHALL CONFORM TO
AMERICAN SOCIETY OF
SANITARY ENGINEERS
Std. 1024.
b. FORD HCCA
"SERVICEABLE IN LINE"
OR APPROVED
EQUIVALENT.
c. INSTALLATION FOR
NEWLY CONSTRUCTED
BUILDINGS ONLY.
4" PVC 18"
LONG
STABILIZER
REQ'D
3' OF EXCESS WIRE SHALL BE
LEFT IN THE TOP OF ALL
METER CANS TO PROVIDE
FOR LOCATOR CONNECTION
TRACER WIRE TO BE USED WITH POLYETHYLENE TUBING
TAP @ 30° (MAXIMUM) SEE W-10
COMPRESSION JOINT W/ INSERT
TYPE "K" 3 4" OR 1" COPPER TUBING
OR BLUE HDPE CTS 200PSI, SDR-9
WITH INSERTS
6" NOTCH
COMPRESSION
JOINT W/
INSERT
SIZE AS DETERMINED BY
BUILDING DEPARTMENT
4" MINUS GRAVEL
ENVELOPE 4 CU. FT BELOW
CORPORATION STOP IRON PIPE THREAD ONLY. NO CC
TAPER THREAD. FORD 1" FB1100-4-Q-NL OR APPROVED
EQUAL.
DIRECT TAP REQUIRED DUCTILE IRON
PIPE. TAPPING SADDLE REQUIRED FOR
PVC PIPE. SEE W-10.
K
PRE-TREATMENT CATCH BASIN & SUMP
N.T.S.
THIS PORTION TO BE
PERFORATED WITH MIN.
4" Ø HOLES 12" O.C. (SEE
DETAIL BELOW)
BA
C
KF
IL
L D
R
AI
N R
O C
K
C.M.P. OR CONCRETE SUMP
CROSS-SECTION
3'
4'
5' MIN.
NOTES:
1. MANHOLE BASE AND ALL SECTIONS SHALL BE PRECAST TO CONFORM TO ASTM C478.
2. THE SUMP SHALL BE 5' GALVANIZED 12 GA. OR CONCRETE.
3. THE PRE-TREATMENT MANHOLE SHALL BE CONSTRUCTED TO ENSURE WATER
TIGHTNESS.
4. THE SUMP SHALL BE LOCATED 5' MINIMUM OFFSET FROM MANHOLE PERPENDICULAR
TO GUTTER ALIGNMENT.
5. THE SUMP LID SHALL NOT BE LOCATED IN THE SIDEWALK SECTION.
6. ANY APPROVED EQUIVALENTS REQUIRE CITY ENGINEER'S WRITTEN APPROVAL.
7. FOR PRE-TREATMENT OUTLET DIAMETER PIPE 21" AND LARGER, DEPTH = 2.5 TIMES
THE DIAMETER. DEPTH IS DISTANCE BELOW THE OUTLET FLOW LINE AND THE
BOTTOM OF THE PRE-TREATMENT STRUCTURE.
8. INFRA-RISER, WHIRLYGIG, GRADE RINGS, OR APPROVED EQUIVALENT REQ'D TO MAKE
LID FLUSH W/ FINAL SURFACE. (NO SHIMS ALLOWED)
1 14" Ø
MIN.
2% MIN
1% MIN
48" (SEE NOTE 7)
DIAMETER
OF PIPE.
6" MIN.
COIL WIDTH
2.711" CC TYP.
1.75" CC TYP.
9 AT 2.711" = 24.399"
ALTERNATIVE PERFORATED HOLE PATTERN FOR CMP
PERFORATED PATTERN MIN. 1
1/4"
3' MIN.
(TYP)
NON-WOVEN GEOTEXTILE
FABRIC REQUIRED BETWEEN
DRAIN ROCK AND SIDEWALLS
UNLESS EXCEPTION IS GIVEN
BY STORM WATER
COORDINATOR OR PROJECT
ENGINEER
1.5" TO 2" WASHED AND CLEANED DRAIN ROCK OR
APPROVED EQUIVALENT UNDER AND AROUND SUMP (SLAG
NOT ALLOWED)
OUTLET SIZE,
FLOW LINE, &
GRADE TO BE
HYDRAULICALLY
ENGINEERED
HEAVY DUTY SOLID LID & RING TO READ
"STORM DRAIN" (D&L A-1180 OR APPROVED
EQUIVALENT)
12" MIN. SDR 35 PVC OR APPROVED EQUIVALENT (LENGTH
VARIES)
CROSS GUTTERS REQUIRE BICYCLE SAFE HEAVY DUTY
GRATED LID & RING (D&L C-2670 OR EQUIVALENT).
CURB-FACED INLET GRATES REQUIRE BICYCLE SAFE
HEAVY DUTY GRATED LID & RING (D&L I-3517 OR
EQUIVALENT). (SEE SD-02)
SNOUT OR 90° BEND
REQ'D
RUBBER
BOOT
JOINT MASTIC (TYP.)
STANDARD H-20 CONCRETE LID OR APPROVED
EQUIVALENT
AREA UNDER
BASE TO BE
COMPACTED
PRECAST
BASE
ALTERNATIVE PERFORATED
HOLE PATTERN FOR CMP
(SEE DETAIL BELOW)
AT
BOTTOM
OF CONE
INSIDE
OF
MANHOLE
HOLE DIAMETER = 0.375". 12 GAUGE
CORRUGATED GALVANIZED STEEL
(TYP.)
5'
2' MIN.
STANDARD H-20 CONCRETE LID OR APPROVED
EQUIVALENT
SEE NOTE 8
SEE NOTE 8
12" MIN. TO 18" MAX.
12" MIN. TO
18" MAX.
PRE-TREATMENT CATCH BASIN
CROSS-SECTION
8'
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.2% MIN
.4% MIN
.14% MIN
1% MIN
Grade concrete to existing sump
.7% MIN
50'
Grade concrete to existing inlet
10' 170 SF 130 SF
.5% MIN
ERICA9680
Note
.3% MIN
| Sheets and Views |
| 26-003 Title Index - Title |
| 26-003 Title Index - Index |
| 26-003 2027 Concrete Project Basemap - SC1 |
| 26-003 2027 Concrete Project Basemap - DM1 |
| RW1 |
| RW2 |
| RW3 |
| 26-003 2027 Concrete Project Basemap - D1 |
| 26-003 2027 Concrete Project Basemap - D2 |
| 26-003 2027 Concrete Project Basemap - D3 |
File details come from the government source that posted it. Updated .