2-Orem Police Department Security Wall Construction Drawings.pdf
PDF 41 MB Posted
- Attached to
- Orem Police Department Security Wall - REBID
- Solicitation number
- 25-017
- Issued by
- Utah
About this file
This document consists of security wall construction drawings for the Orem Police Department in Utah. The project encompasses the installation of approximately 435 feet of precast concrete wall, two Wallace Foldsmart Gates, one Wallace Delta Automated Slide Gate, and associated utility improvements across approximately 23,865 square feet of asphalt and concrete work, including landscape and irrigation improvements. The drawings provide detailed specifications and site plans necessary for contractors to submit competitive bids for the security wall installation and site improvement project, with proposals due June 25, 2026.
The construction drawings serve as the technical reference documentation required for bid preparation and execution. These plans establish the specifications for materials, dimensions, gate types, utility locations, and site conditions that bidders must address in their proposals. The drawings support the rebid process for this project and are essential for ensuring consistent understanding of project requirements among all bidding contractors.
View the file
Other files
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
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:
POLICE DEPARTMENT SECURITY WALL
- CITY CENTER IMPROVEMENTS - 7/1/2026
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: SAMUEL CUESSY
DATE: July 2026
2000 NORTH
1600 NORTH
1200 NORTH
800 NORTH
400 NORTH
CENTER ST
400 SOUTH
800 SOUTH
1200 SOUTH
1600 SOUTH
2000 SOUTH
W
ES
T
W
ES
T
W
ES
T
W
ES
T
M
AI
N S
T
EA
ST
EA
ST
E
AS
T
GENERAL INFORMATION
PROJECT NUMBER: 25-017
SHEET
TITLENUMBER
TITLE SHEET1
GENERAL INFO AND LOCATION MAP2
DM01
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
SP01
GP01
DT01
PROJECT
AREA
CENTER STREET
GRADING PLAN SHEET 1
DESIGN ENGINEER SAMUEL CUESSY 229-7542
PROJECT MANAGER JOHN WIRTHLIN 229-7336
SEWER CHAD JOHNSON 229-7485
WATER QUINN FENTON 229-7546
STORM DRAIN RICK SABEY 229-7545
STREETS BILL PETERSON 229-7537
STREET LIGHTS JUSTIN GAINES 229-7527
SIGNS TRENT MALLINSON 229-7519
TRAFFIC CONTROL JOHN DORNY 229-7320
SWPPP RYAN CASPER 229-7573
CONTACTS
GENERAL NOTES
STATE STREET
TOP OF ASPHALTTA
SC01
SITE PLAN
DEMOLITION PLAN
SURVEY CONTROL
DETAILS A-D
ANGLE POINTAP
DT02 DETAILS E-H
DT05 DETAILS P-S
POLICE DEPARTMENT SECURITY WALL
- CITY CENTER IMPROVEMENTS -
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. ASPHALT COMPLETION DATE IS OCTOBER 15, 2026.
CONSTRUCTION COMPLETION DATE IS NOVEMBER 20, 2026.
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 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. THIS PROJECT HAS EXISTING UTILITIES THAT ARE NEAR THE LOCATIONS OF
THE NEW IMPROVEMENTS AND UTILITIES. 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.
7. 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.
8. 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.
9. WHENEVER FEASIBLY POSSIBLE THE CONTRACTOR IS REQUIRED TO HAVE
ALL ASPHALT JOINTS PLACED AT THE STRIPING LOCATIONS AND NOT IN
THE WHEEL PATH LOCATIONS.
10. CONTRACTOR CANNOT CLOSE PARKING LOT TO THROUGH TRAFFIC
DURING LARGE PUBLIC EVENTS. COORDINATE WITH PETE WOLFLEY
(8012297099) FOR COMPLETE SCHEDULE OF CITY EVENTS.
11. 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.
UT01 STORM AND WATER PLAN
EXISTING STRUCTURE
OR FACILITY
200 NORTH
UT02 POWER PLAN
GP02 GRADING PLAN SHEET 2
GP03 GRADING PLAN SHEET 3
DT06 DETAILS T-W
DT03 DETAILS I-L
DT04 DETAILS M-O
DT07 DETAILS X-Z
LP100-LI504 LANDSCAPING AND IRRIGATION PLANS
DA
TE
CO
M
M U
N
IT
Y
DE
VE
LO
PM
EN
T
DI
RE
CT
O R
CI
TY
E N
GI
N
EE
R
DA
TE
AP
PR
O
VE
D
AP
PR
O
VA
L
RE
CO
M
M
EN
DE
D
CP501 NAIL
4773.61
OREM JUSTICE COURT
97 E. CENTER STREET
OREM POLICE DEPARTMENT
95 E. CENTER STREET
CENTER STREET
CP502 NAIL
4774.05
C
IT
Y O
F O
R
EM
O R
EM
, U
T
N
O R
TH
S
TA
TE
S T
EN
G
IN
EE
R
IN
G D
IV
IS
IO
N
C O
M M
U N
IT
Y
D
EV
EL
O
PM
EN
T
DE
SC
RI
PT
IO
N
BY
RE
V
DA
TE
CH
EC
KE
D
DR
AW
N
DE
SI
GN
TL
N
SCSC
SU
RV
EY
C
O N
TR
O
L
PO
IN
T
LO
CA
TI
O
N
PO
LI
CE
D
EP
AR
TM
EN
T
SE
CU
RI
TY
W
AL
L
JU
LY
JU
LY
JU
LY
SC01
SCALE: 1" = 40' (11"x 17" SHEET SIZE)
Z:
\D
S_
EN
G\
EN
G_
PR
O
JE
CT
S\
\2 5-
7-
M
IS
C
PO
LI
CE
D
EP
AR
TM
EN
T
SE
CU
RI
TY
W
AL
L\
DE
SI
GN
\D W
G\
-0
S U
RV
EY
C O
N
TR
O L.
DW
G
PR
O
JE
CT
N U
M
BE
R:
5-
CO
M
M U
N
IT
Y
DE
VE
LO
PM
EN
T
DI
RE
CT
O R
CI
TY
E N
GI
N
EE
R
DA
TE
AP
PR
O
VE
D
AP
PR
O
VA
L
RE
CO
M
M
EN
DE
D
PRESERVE AND PROTECT
EXISTING WALL
PRESERVE AND PROTECT
EXISTING BUILDING AND
ENTRYWAY
PRESERVE AND PROTECT
EXISTING TREE
PRESERVE AND PROTECT
EXISTING TREES
PRESERVE AND PROTECT
EXISTING TREES
PRESERVE AND PROTECT
EXISTING SIDEWALK
PRESERVE AND PROTECT
EXISTING TRANSFORMER
PRESERVE AND PROTECT
EXISTING TRANSFORMER
SEE SHEET UT01 FOR STORM DEMOLITION DETAILS (TYP.)
SEE LANDSCAPING AND IRRIGATION SHEETS
FOR DEMOLITION DETAILS (TYP.)
SEE SHEET UP02 FOR
LIGHT POLE DEMOLITION (TYP.)
SEE SHEET UP01 FOR
FIRE HYDRANT DEMOLITION (TYP.)
REMOVE AND DISPOSE OF EXISTING HAM RADIO TOWER,
CHAINLINK FENCE, AND CONCRETE FLATWORK
PRESERVE AND PROTECT
EXISTING UTILITY MANHOLES
REMOVE AND DISPOSE OF
EXISTING GEOCACHE BOX
REMOVE AND DISPOSE OF EXISTING
LANDSCAPING CURBING
PRESERVE AND PROTECT
EXISTING BUILDING AND
ENTRYWAY
C
IT
Y O
F O
R
EM
O R
EM
, U
T
N
O R
TH
S
TA
TE
S T
EN
G
IN
EE
R
IN
G D
IV
IS
IO
N
C O
M M
U N
IT
Y
D
EV
EL
O
PM
EN
T
DE
SC
RI
PT
IO
N
BY
RE
V
DA
TE
CH
EC
KE
D
DR
AW
N
DE
SI
GN
TL
N
SCSC
DE
M
O
LI
TI
O
N P
LA
N
PO
LI
CE
D
EP
AR
TM
EN
T
SE
CU
RI
TY
W
AL
L
JU
LY
JU
LY
JU
LY
DM01
SCALE: 1" = 40' (11"x 17" SHEET SIZE)
Z:
\D
S_
EN
G\
EN
G_
PR
O
JE
CT
S\
\2 5-
7-
M
IS
C
PO
LI
CE
D
EP
AR
TM
EN
T
SE
CU
RI
TY
W
AL
L\
DE
SI
GN
\D W
G\
-0
D
EM
O P
LA
N
.D W
G
PR
O
JE
CT
N U
M
BE
R:
5-
LEGEND
ASPHALT DEMOLITION
CLEARING, GRUBBING, AND
DEMOLITION
CONCRETE DEMOLITION
ROCK LANDSCAPING DEMOLITION
REMOVE AND DISPOSE EXISTING TREE,
STUMP, AND ROOTS
CO
M
M U
N
IT
Y
DE
VE
LO
PM
EN
T
DI
RE
CT
O R
CI
TY
E N
GI
N
EE
R
DA
TE
AP
PR
O
VE
D
AP
PR
O
VA
L
RE
CO
M
M
EN
DE
D
D
AT
E C
O M
M U
N
IT
Y D
EV
EL
O
PM
EN
T
D
IR
EC
TO
R
C
IT
Y
EN
G
IN
EE
R
D
AT
E
AP
PR
O
VE
D
AP
PR
O
VA
L R
EC
O
M M
EN
D
ED
DA
TE
CO
M
M U
N
IT
Y
DE
VE
LO
PM
EN
T
DI
RE
CT
O R
CI
TY
E N
GI
N
EE
R
DA
TE
AP
PR
O
VE
D
AP
PR
O
VA
L
RE
CO
M
M
EN
DE
D
DA
TE
CO
M
M U
N
IT
Y
DE
VE
LO
PM
EN
T
DI
RE
CT
O R
CI
TY
E N
GI
N
EE
R
DA
TE
AP
PR
O
VE
D
AP
PR
O
VA
L
RE
CO
M
M
EN
DE
DS
S
S
FO
FO
FO
SS 6in SS 6in SS 6in
SS
SD 12in SD 12in
SD 12
in
SD
2i n
SD
2i n
SD 12in
SD 12in
SD 12in
SD
8i n
SD
8i n
SD
8i n
SD
8i n
SD
8i n
SD
8i n
SD
8i n
SD 24inSD 24inSD 24in SD 24in SD 24in
SD 30in SD 30in SD 30in SD 30in SD 30in
SD 30in SD 30in SD 30in SD 30in
SD 30in
SD 8in
SD 8in SD 8in SD 8in
S
S
SS
S S S
SD
SD
SD
SD
SD
W 6in W 6in
W 8i n
W 8i n
W in
W 6in
W
G in
G 2in
G 2in
G 2in
G 2in G 2in FO
FO FO FO FO FO FO FO
P
P P
P P
P P
P P
P P
P
P
FO FO FO
P P
P P P P P P P P
P P
P
P P
P
P P P
P
P
P P
FO FO FO FO FO FO
FO
FO
P P
P
P
FO
SD 8in
SD
in
S
NOTES:
1. CONTACT KIERSTEN WITH COMCAST AT 801-946-5931 TWO
WEEKS PRIOR TO ANY WORK THAT MY BE IN CONFLICT WITH A
COMCAST COMMUNICATION LINE AND REQUIRE RELOCATION.
2. CONTACT CODY COOK WITH ROCKY MOUNTAIN POWER AT
385-505-7119 TWO WEEKS PRIOR TO ANY WORK THAT MY BE IN
CONFLICT WITH A ROCKY MOUNTAIN POWER LINE AND
REQUIRE RELOCATION.
3. CONTACT VICTOR WITH UTOPIA AT 801-792-4019 TWO WEEKS
PRIOR TO ANY WORK THAT MY BE IN CONFLICT WITH A UTOPIA
FIBER LINE AND REQUIRE RELOCATION.
W 8in
W 8in
P
P P
P
P
P
P P
P
P
P
P
P
P
P P P P
P
P
P
P P P
P
P P P
P
P
P P P
P P
P P
P
P
P
EJB EJB
EJB
EJB
EJB
EJB
EJB
EJB
EJB
23.29' OF 12" SDR35 PVC PIPE @ 0.43%
9.88' OF 12" SDR35 PVC PIPE @ 1.49%
40.47' OF 12" SDR35 PVC PIPE @ 4.51%
24.74' OF 12" SDR35 PVC PIPE @ 0.50%
REMOVE AND DISPOSE OF EXISTING STORM BOX
CONNECT NEW PIPE TO EXISTING STRUTURE
ADJUST EXISTING STRUCTURE TO
FINISH GRADE, REPLACE GRATE
WITH SOLID LID, AND INSTALL
CONCRETE COLLAR (2)
ADJUST EXISTING STRUCTURE TO FINISH GRADE
AND INSTALL CONCRETE COLLAR
60" Ø STANDARD SUMP #01
RIM: 4773.78
SUMP: 4761.25
12" INV IN:4769.25 (W)
12" INV OUT:4770.78 (E)
60" Ø SDMH #01
RIM: 4773.38
SUMP: 4769.34
12" INV IN:4770.68 (W)
12" INV IN:4769.44 (E)
18" INV IN:4769.44 (N)
18" INV OUT:4769.34 (S)
STANDARD CATCH BASIN #01
RIM: 4772.87
SUMP: 4769.35
12" INV OUT:4770.35 (N)
STANDARD PRE-TREATMENT #04
RIM: 4773.25
SUMP: 4764.83
12" INV IN:4770.23 (S)
12" INV OUT:4768.83 (E)
12" INV OUT:4770.13 (W)
REMOVE AND DISPOSE OF EXISTING STORM BOX
NEW FIRE HYDRANT ASSEMBLY
60'' PRE-TREATMENT WITH DOUBLE SNOUT #01
RIM: 4772.90
SUMP: 4762.33
12" INV OUT:4770.33 (S)
12" INV OUT:4766.33 (W)
STANDARD PRE-TREATMENT #02
RIM: 4773.32
SUMP: 4766.91
12" INV OUT:4770.91 (SE)
60" Ø STANDARD SUMP #03
RIM: 4776.17
SUMP: 4765.17
12" INV IN:4770.76 (NW)
REMOVE AND DISPOSE OF 75 LF
OF EXISTING PIPE 12" RCP
60" Ø STANDARD SUMP #02
RIM: 4773.71
SUMP: 4760.71
12" INV IN:4768.71 (W)
STANDARD PRE-TREATMENT #01
RIM: 4773.14
SUMP: 4765.58
12" INV IN:4769.68 (SW)
12" INV OUT:4769.58 (E)
STANDARD PRE-TREATMENT #03
RIM: 4774.27
SUMP: 4766.45
8" INV IN:4770.55 (W)
12" INV OUT:4770.45 (S)
60" Ø STANDARD SUMP #04
RIM: 4773.85
SUMP: 4760.33
12" INV IN:4770.33 (N)
12" INV IN:4765.40 (E)
REMOVE AND DISPOSE OF EXISTING
FIRE HYDRANT AND WATER VALVE
8"X6" WATER TEE
REMOVE AND DISPOSE OF EXISTING
FIRE HYDRANT AND WATER VALVE
CONNECT NEW PIPE TO EXISTING PIPE
8"X6" WATER REDUCER
NEW FIRE HYDRANT ASSEMBLY
SEE DETAIL L SHEET DT07
CONNECT EXISTING PIPE TO NEW STRUCTURE
39.78' OF 12" SDR35 PVC PIPE @ 1.73%
23.71' OF 12" SDR35 PVC PIPE @ 0.51%
9.46' OF 12" SDR35 PVC PIPE @ 1.29%
46.73' OF 12" SDR35 PVC PIPE @ 1.99%
REMOVE AND DISPOSE OF 65 LF
OF EXISTING PIPE 12" RCP
ADJUST EXISTING STRUCTURE TO FINISH GRADE (2)
CONNECT EXISTING PIPE
TO NEW STRUCTURE (3)
Ex.
Ex.
Ex.
Ex.
SDMH WITH SOLID LID
RIM: 4774.36
SUMP: 4769.71
CONNECT EXISTING PIPE TO NEW STRUCTURE (2)
CONNECT EXISTING PIPE
TO NEW STRUCTURE (2)
SEE SHEET UP02 FOR STREETLIGHT
AND POWER DETAILS
INSTALL 8" 45° BEND
INSTALL 8" DI WATERLINE
INSTALL 8" 45° BEND (2)
INSTALL 8" SLEEVE
INSTALL 8" DI WATERLINE
INSTALL 8" 45° BEND
INSTALL 8" SLEEVE
Ex. Storm Structure
RIM: 4772.97
SUMP: 4768.20
18" INV IN:4768.44 (N)
30" INV IN:4768.51 (E)
12" INV IN:4768.30 (S)
12" INV IN:4768.50 (N)
30" INV OUT:4768.20 (W)
P P
P P
P P
P
P P
P P
SEE DETAIL J
SHEET DT03
SEE DETAIL I
SHEET DT03
SEE DETAIL Y
SHEET DT07
SEE DETAIL V
SHEET DT06
SEE DETAIL Q
SHEET DT05
C
IT
Y O
F O
R
EM
O R
EM
, U
T
N
O R
TH
S
TA
TE
S T
EN
G
IN
EE
R
IN
G D
IV
IS
IO
N
C O
M M
U N
IT
Y
D
EV
EL
O
PM
EN
T
DE
SC
RI
PT
IO
N
BY
RE
V
DA
TE
CH
EC
KE
D
DR
AW
N
DE
SI
GN
TL
N
SCSC
ST
O
RM
A
N D
W
AT
ER
P
LA
N
PO
LI
CE
D
EP
AR
TM
EN
T
SE
CU
RI
TY
W
AL
L
JU
LY
JU
LY
JU
LY
UT01
SCALE: 1" = 30' (11"x 17" SHEET SIZE)
Z:
\D
S_
EN
G\
EN
G_
PR
O
JE
CT
S\
\2 5-
7-
M
IS
C
PO
LI
CE
D
EP
AR
TM
EN
T
SE
CU
RI
TY
W
AL
L\
DE
SI
GN
\D W
G\
-0
S
TO
RM
IM
PR
O
VE
M
EN
TS
.D W
G
PR
O
JE
CT
N U
M
BE
R:
5-
CO
M
M U
N
IT
Y
DE
VE
LO
PM
EN
T
DI
RE
CT
O R
CI
TY
E N
GI
N
EE
R
DA
TE
AP
PR
O
VE
D
AP
PR
O
VA
L
RE
CO
M
M
EN
DE
D
DA
TE
CO
M
M U
N
IT
Y
DE
VE
LO
PM
EN
T
DI
RE
CT
O R
CI
TY
E N
GI
N
EE
R
DA
TE
AP
PR
O
VE
D
AP
PR
O
VA
L
RE
CO
M
M
EN
DE
D
DA
TE
CO
M
M U
N
IT
Y
DE
VE
LO
PM
EN
T
DI
RE
CT
O R
CI
TY
E N
GI
N
EE
R
DA
TE
AP
PR
O
VE
D
AP
PR
O
VA
L
RE
CO
M
M
EN
DE
D
D
AT
E C
O M
M U
N
IT
Y D
EV
EL
O
PM
EN
T
D
IR
EC
TO
R
C
IT
Y
EN
G
IN
EE
R
D
AT
E
AP
PR
O
VE
D
AP
PR
O
VA
L R
EC
O
M M
EN
D
ED
P
FO
FO
FO
SS 6in SS 6in
SD 12in SD 12in
SD 12
in
SD
2i n
SD
2i n
SD 12in
SD 12in
SD 12in
SD
8i n
SD
8i n
SD
8i n
SD
8i n
SD
8i n
SD
8i n
SD
8i n
SD 24inSD 24inSD 24in SD 24in SD 24in
SD 30in SD 30in SD 30in SD 30in SD 30in
SD 30in SD 30in SD 30in SD 30in
SD 8in
SD 8in SD 8in
SD 8in
S
S
SS
S S
SD
SD
SD
SD
SD
W 6in W 6in
W 8i n
W 8i n
W in
G 2in
G 2in
G 2in
G 2in G 2in FO
FO FO FO FO FO FO FO
FO FO FO
P
P P
P P
P P
P
P P
P
P
P
FO FO FO
P P
P P P P P P P P P
P P
P
P P
P
P P P
P
P
P P
FO FO FO FO FO FO FO
FO
FO
P P
P
P
T T T
FO
SD 8in
SD
in
P
P
P
P
P
P
P P
S
S
S
S
P
P
P
P
P
P
P P P P
P P
P P
P P
P
P
P
P
P P P
P
P P
P P
P
P
P P P
NOTES:
1. ALL POWER PEDESTALS WILL HAVE A
DEDICATED 20 AMP CIRCUIT
2. CONTACT KIERSTEN WITH COMCAST AT
801-946-5931 ONE WEEK PRIOR TO ANY
WORK THAT MY BE IN CONFLICT WITH A
COMCAST FIBER LINE AND REQUIRE
RELOCATION.
3. CONTACT CODY COOK WITH ROCKY
MOUNTAIN POWER AT 385-505-7119 ONE
WEEK PRIOR TO ANY WORK THAT MY BE IN
CONFLICT WITH A ROCKY MOUNTAIN POWER
LINE AND REQUIRE RELOCATION.
4. CONTACT VICTOR WITH UTOPIA AT
801-792-4019 ONE WEEK PRIOR TO ANY
WORK THAT MY BE IN CONFLICT WITH A
UTOPIA FIBER LINE AND REQUIRE
RELOCATION.
W 8in
W 8in
P
P
P
P
P
P P P
P P
P
P
P
EJB
18"X18" WALL MOUNTED LOW VOLTAGE JUNCTION BOX
EXACT LOCATION TO BE DETERMINED
DIRECT BURY POWER PEDESTAL
3" BEHIND TOP BACK OF CURB
OVERHEAD MAN GATE LIGHTS
STUB AND CAP 1" CONDUIT FOR FUTURE WALL
MOUNTED SECURITY CAMERA (BY OTHERS)
OVERHEAD MAN GATE LIGHTS
REMOVE AND SALVAGE EXISTING STREET LIGHT (TO CITY)
AND DISPOSE OF EXISTING BASE. INSTALL NEW STREET
LIGHT TO NEW LOCATION
2" PVC POWER CONDUIT (2)
2" LOW VOLTAGE PVC CONDUIT
3'X2' CONCRETE POLYMER BOX
18"X20" CONCRETE
POLYMER BOX
3'X2' CONCRETE POLYMER BOX
BD DIRECT BURIAL
INDUCTION LOOP 20'X6' (TYP.)
18"X20" CONCRETE POLYMER BOX
EXISTING ELECTRICAL ROOM
1" PVC LOW VOLTAGE CONDUIT
STUB AND CAP FOR GATE CONTROL
1" PVC LOW VOLTAGE CONDUIT
4" PVC FUTURE HIGH VOLTAGE CONDUIT, CAPPED
2" PVC LOW VOLTAGE CONDUIT
1" PVC LOW VOLTAGE CONDUIT
1" PVC LOW VOLTAGE CONDUIT
DIRECT BURY POWER PEDESTAL
3" BEHIND TOP BACK OF CURB
DIRECT BURY POWER PEDESTAL
3" BEHIND TOP BACK OF CURB
DIRECT BURY POWER PEDESTAL (4)
2" PVC POWER CONDUIT
1" PVC POWER CONDUIT AND
1" PVC LOW VOLTAGE CONDUIT (3)
DIRECT BURY POWER PEDESTAL
3" BEHIND TOP BACK OF CURB
4" EMPTY SLEEVES (2), CAPPED
4" EMPTY CONDUIT (2), CAPPED
STUB IN FUTURE HIGH VOLTAGE
CONDUIT UP WALL AND CAP FOR
FUTURE USE
TIE INTO EXISTING POWER AS REQUIRED
TO SUPPLY ELECTRICAL SITE IMRPOVEMENTS
STUB AND CAP 1" CONDUIT FOR FUTURE
WALL MOUNTED RFID READER
STUB AND CAP 1" CONDUIT FOR
FUTURE FOB READER (BY OTHERS)
STUB AND CAP 1" CONDUIT FOR FUTURE
WALL MOUNTED RFID READER
STUB AND CAP 1" CONDUIT
FOR FUTURE WALL MOUNTED
FOB READER (BY OTHERS)
REMOVE AND SALVAGE EXISTING STREET LIGHT (TO CITY)
AND DISPOSE OF EXISTING BASE. INSTALL NEW STREET
LIGHT TO NEW LOCATION
1" PVC LOW VOLTAGE CONDUIT
STUB AND CAP FOR GATE CONTROL
STUB AND CAP 1" CONDUIT FOR FUTURE WALL
MOUNTED SECURITY CAMERA (BY OTHERS)
EJB
EJB
EJB
STUB AND CAP 1" CONDUIT
FOR FUTURE WALL MOUNTED
FOB READER FOR VEHICLE
GATE (BY OTHERS)
STUB AND CAP 1" CONDUIT (2)
FOR FUTURE WALL MOUNTED
FOB READER FOR MAN GATE
AND VEHICLE GATE (BY OTHERS)
EJB
EJB
EJB
EJB
REMOVE AND RELOCATE EXISTING STREET LIGHT
FACE STREET LIGHT TO SOUTH
1" PVC POWER CONDUIT (4)
18"X20" CONCRETE POLYMER BOX
1" PVC POWER CONDUIT (3)
1" PVC POWER CONDUIT (2)
18"X20" CONCRETE POLYMER BOX
1" PVC POWER CONDUIT
1" PVC POWER CONDUIT (3)
1" PVC POWER CONDUIT
1" PVC POWER CONDUIT
18"X20" CONCRETE POLYMER BOX
18"X20" CONCRETE POLYMER BOX
EJB
3'X2' CONCRETE
POLYMER BOX
P
P
P
P
P
P
P
P
4" EMPTY SLEEVES (2), CAPPED
1" PVC POWER CONDUIT (2)
SEE DETAIL S
SHEET DT04
SEE DETAIL U
SHEET DT05
C
IT
Y O
F O
R
EM
O R
EM
, U
T
N
O R
TH
S
TA
TE
S T
EN
G
IN
EE
R
IN
G D
IV
IS
IO
N
C O
M M
U N
IT
Y
D
EV
EL
O
PM
EN
T
DE
SC
RI
PT
IO
N
BY
RE
V
DA
TE
CH
EC
KE
D
DR
AW
N
DE
SI
GN
TL
N
SCSC
PO
W
ER
P
LA
N
PO
LI
CE
D
EP
AR
TM
EN
T
SE
CU
RI
TY
W
AL
L
JU
LY
JU
LY
JU
LY
UT02
SCALE: 1" = 30' (11"x 17" SHEET SIZE)
Z:
\D
S_
EN
G\
EN
G_
PR
O
JE
CT
S\
\2 5-
7-
M
IS
C
PO
LI
CE
D
EP
AR
TM
EN
T
SE
CU
RI
TY
W
AL
L\
DE
SI
GN
\D W
G\
-0
P O
W
ER
A N
D
FI
BE
R
IM
PR
O
VE
M
EN
TS
.D
W G
PR
O
JE
CT
N U
M
BE
R:
5-
LEGEND
POWER CONDUIT
LOW VOLTAGE CONDUIT
FUTURE HIGH VOLTAGE
CONDUIT
IRRIGATION CONDUIT
INDUCTION LOOP
CO
M
M U
N
IT
Y
DE
VE
LO
PM
EN
T
DI
RE
CT
O R
CI
TY
E N
GI
N
EE
R
DA
TE
AP
PR
O
VE
D
AP
PR
O
VA
L
RE
CO
M
M
EN
DE
D
DA
TE
CO
M
M U
N
IT
Y
DE
VE
LO
PM
EN
T
DI
RE
CT
O R
CI
TY
E N
GI
N
EE
R
DA
TE
AP
PR
O
VE
D
AP
PR
O
VA
L
RE
CO
M
M
EN
DE
D
DA
TE
CO
M
M U
N
IT
Y
DE
VE
LO
PM
EN
T
DI
RE
CT
O R
CI
TY
E N
GI
N
EE
R
DA
TE
AP
PR
O
VE
D
AP
PR
O
VA
L
RE
CO
M
M
EN
DE
D
D
AT
E C
O M
M U
N
IT
Y D
EV
EL
O
PM
EN
T
D
IR
EC
TO
R
C
IT
Y
EN
G
IN
EE
R
D
AT
E
AP
PR
O
VE
D
AP
PR
O
VA
L R
EC
O
M M
EN
D
ED
SS
in
SS
in
SS
in
SS
in
SS
in
SSSSSSSSSSSSSSSS
SD 12in SD 12in SD 12in
SD
5i n
SD
5i n
SD 24inSD 24inSD 24inSD 24inSD 24inSD 24inSD 24inSD 24inSD 24inSD 24inSD 24inSD 24in
S S
S S S
SD
W 6in
W 6in
W 6in
W 6in
W 6in
W 6in
W 6in
W 6in
W in
W W
W
P
PPPP
P P
TIE INTO EXISTING RMP
TRANSFORMER
TIE INTO EXISTING 6" CONDUIT
6" POWER CONDUIT
100 NORTH
OREM LIBRARY
C
IT
Y O
F O
R
EM
O R
EM
, U
T
N
O R
TH
S
TA
TE
S T
EN
G
IN
EE
R
IN
G D
IV
IS
IO
N
C O
M M
U N
IT
Y
D
EV
EL
O
PM
EN
T
DE
SC
RI
PT
IO
N
BY
RE
V
DA
TE
CH
EC
KE
D
DR
AW
N
DE
SI
GN
TL
N
SCSC
6" C
O N
DU
IT
N
EA
R O
RE
M
L
IB
RA
RY
PO
LI
CE
D
EP
AR
TM
EN
T
SE
CU
RI
TY
W
AL
L
JU
LY
JU
LY
JU
LY
UT03
SCALE: 1" = 30' (11"x 17" SHEET SIZE)
Z:
\D
S_
EN
G\
EN
G_
PR
O
JE
CT
S\
\2 5-
7-
M
IS
C
PO
LI
CE
D
EP
AR
TM
EN
T
SE
CU
RI
TY
W
AL
L\
DE
SI
GN
\D W
G\
-0
P O
W
ER
A N
D
FI
BE
R
IM
PR
O
VE
M
EN
TS
.D
W G
PR
O
JE
CT
N U
M
BE
R:
5-
LEGEND
6" POWER CONDUIT
CO
M
M U
N
IT
Y
DE
VE
LO
PM
EN
T
DI
RE
CT
O R
CI
TY
E N
GI
N
EE
R
DA
TE
AP
PR
O
VE
D
AP
PR
O
VA
L
RE
CO
M
M
EN
DE
D
D
AT
E C
O M
M U
N
IT
Y D
EV
EL
O
PM
EN
T
D
IR
EC
TO
R
C
IT
Y
EN
G
IN
EE
R
D
AT
E
AP
PR
O
VE
D
AP
PR
O
VA
L R
EC
O
M M
EN
D
ED
DA
TE
CO
M
M U
N
IT
Y
DE
VE
LO
PM
EN
T
DI
RE
CT
O R
CI
TY
E N
GI
N
EE
R
DA
TE
AP
PR
O
VE
D
AP
PR
O
VA
L
RE
CO
M
M
EN
DE
D
DA
TE
CO
M
M U
N
IT
Y
DE
VE
LO
PM
EN
T
DI
RE
CT
O R
CI
TY
E N
GI
N
EE
R
DA
TE
AP
PR
O
VE
D
AP
PR
O
VA
L
RE
CO
M
M
EN
DE
D
P
SD 12in
SD
2i n
SD
2i n
SD
12in
SD
12in
SD
18in
SD
18in
SD 8in
W 8i n
W 8i n
W in
FO
FO
FO
P P P P
P P
P P P P P P
P
P P
FO
FO
LG, GRADE BREAK
4774.90
LG
4773.33
LG
4773.28
GRADE BREAK
4774.47
EXISTING BLDG ENTRANCE
4774.56
EXISTING BLDG ENTRANCE
4774.57
EXISTING BLDG ENTRANCE
4774.48
LG
4773.16
LG
4773.36
LG
4773.82
LG
4773.94
LG
4774.04
LG
4773.46
EDGE OF SW
4774.47
S
S
4773.10
LG
4773.95
LG
4773.16
LG
4773.28
LG
4772.93
EDGE OF SW/ASPHALT
4774.47
4772.95
TBC, GRADE BREAK
4775.40
TBC
4774.45
LG
4773.24
2.5' RADIUS (4)
6' RADIUS
4' RADIUS
3' RADIUS
4.5' RADIUS4.5' RADIUS
3' RADIUS
PRECAST POST
4773.69
MATCH EXISTING
MATCH EXISTING
MATCH EXISTING
CONCRETE FLATWORK AROUND
BUILDING TO BE FLUSH WITH
ASPHALT (TYP.)
4773.00
LG
4773.60
TBC, GRADE BREAK
4774.07
LG, GRADE BREAK
4773.69
TBC, GRADE BREAK
4774.56
TBC, GRADE BREAK
4773.90
TBC, GRADE BREAK
4773.46
TBC, GRADE BREAK
4773.30
TBC, PT
4773.79
4773.38
TBC
4773.47
EXISTING BLDG ENTRANCE
4774.47
EXISTING BLDG ENTRANCE
4774.59
EXISTING BLDG ENTRANCE
4774.57
EDGE OF SW AND CONCRETE
4774.17
EDGE OF SW
4773.98
EDGE OF SW
4773.88
EDGE OF CONCRETE
4774.59
EDGE OF CONCRETE
4773.94
EDGE OF CONCRETE
4774.59
EDGE OF CONCRETE
4774.26
LG, PC
4773.41
PT
4774.20 PT
4774.77
PT
4774.78
PT
4774.22
PT
4774.23
PT
4774.80
LG, PC
4774.06
TBC, PC
4774.64
TBC, PT
4774.63
LG, PT
4774.04
LG, PC
4774.02
LG, PT
4774.01
TBC, PT
4774.59
TBC, PC
4774.60
LG, PC
4772.95
LG, PT
4772.85
LG, PC
4772.96
LG, PT
4772.96 LG, PC
4772.88 LG, PT
4772.89
TBC, GRADE BREAK
4775.23
LG, GRADE BREAK
4774.85
LIP SD INLET
4773.42
LP SD INLET
4772.86
RIM
4773.24
RIM
4772.88
PRECAST POST
4774.59
PRECAST POST
4774.59
PRECAST POST
4774.00
PRECAST POST
4774.00
PRECAST POST
4773.77
PRECAST POST
4773.75
PRECAST POST
4773.70
PRECAST POST
4773.70
PRECAST POST
4773.85
PRECAST POST
4774.06
PRECAST POST
4775.38
PRECAST POST
4773.85
TBC, PC
4773.38
TBC, PT
4773.39
TBC
4774.19TBC
4773.51
TBC, PT
4773.53
TBC, PC
4773.53
TBC
4773.28TBC
4773.74
TBC
4773.16
TBC
4773.82
TBC, PT
4773.36
TBC, PC
4773.53
LG
4773.61
SW, PT
4773.91
TBC, GRADE BREAK
4773.86
TBC, GRADE BREAK
4773.33
TBC, GRADE BREAK
4773.28
TBC, GRADE BREAK
4773.75
TBC
4773.94
TBC
4774.20
TBC
4774.52
TBC
4774.04
LG, GRADE BREAK
4772.92
LG, GRADE BREAK
4773.09
LG, GRADE BREAK
4773.53
LG, GRADE BREAK
4774.18
LG, GRADE BREAK
4774.62
TBC, GRADE BREAK
4775.00
4774.84 EDGE OF CONCRETE
4776.49
EDGE OF CONCETE, GRADE BREAK
4776.16
RIM
4774.36
C
IT
Y O
F O
R
EM
O R
EM
, U
T
N
O R
TH
S
TA
TE
S T
EN
G
IN
EE
R
IN
G D
IV
IS
IO
N
C O
M M
U N
IT
Y
D
EV
EL
O
PM
EN
T
DE
SC
RI
PT
IO
N
BY
RE
V
DA
TE
CH
EC
KE
D
DR
AW
N
DE
SI
GN
TL
N
SCSC
GR
AD
IN
G
PL
AN
S
HE
ET
PO
LI
CE
D
EP
AR
TM
EN
T
SE
CU
RI
TY
W
AL
L
JU
LY
JU
LY
JU
LY
GP01
SCALE: 1" = 20' (11"x 17" SHEET SIZE)
Z:
\D
S_
EN
G\
EN
G_
PR
O
JE
CT
S\
\2 5-
7-
M
IS
C
PO
LI
CE
D
EP
AR
TM
EN
T
SE
CU
RI
TY
W
AL
L\
DE
SI
GN
\D W
G\
-0
F
IN
IS
H
GR
AD
E V3
.D W
G
PR
O
JE
CT
N U
M
BE
R:
5-
MATCHLINE SHEET GP02
MATCHLINE SHEET GP01
CO
M
M U
N
IT
Y
DE
VE
LO
PM
EN
T
DI
RE
CT
O R
CI
TY
E N
GI
N
EE
R
DA
TE
AP
PR
O
VE
D
AP
PR
O
VA
L
RE
CO
M
M
EN
DE
D
D
AT
E C
O M
M U
N
IT
Y D
EV
EL
O
PM
EN
T
D
IR
EC
TO
R
C
IT
Y
EN
G
IN
EE
R
D
AT
E
AP
PR
O
VE
D
AP
PR
O
VA
L R
EC
O
M M
EN
D
ED
DA
TE
CO
M
M U
N
IT
Y
DE
VE
LO
PM
EN
T
DI
RE
CT
O R
CI
TY
E N
GI
N
EE
R
DA
TE
AP
PR
O
VE
D
AP
PR
O
VA
L
RE
CO
M
M
EN
DE
D
DA
TE
CO
M
M U
N
IT
Y
DE
VE
LO
PM
EN
T
DI
RE
CT
O R
CI
TY
E N
GI
N
EE
R
DA
TE
AP
PR
O
VE
D
AP
PR
O
VA
L
RE
CO
M
M
EN
DE
D
FO
FOFO
SD 12in
SD
2i n
SD
2i n
SD 12in
SD 12in
SD
18in
SD
8i n
SD
8i n
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
FO FO FO FO FO FO
FO
FO
P P
P
P
P
P
P P
PP
FO FO
FO
FO
LG, GRADE BREAK
4774.90
GRADE BREAK
4774.47EXISTING BLDG ENTRANCE
4774.57
LG
4773.94
LG
4774.04
EDGE OF SW
4774.47
LG, PT
4773.43
LG, PT
4773.09
PT
4773.40
PT
4773.50
PT
4774.81
7' RADIUS
S S
LG
4773.10
LG
4773.06
LG
4772.93
LG
4772.91
LG
4774.11
LG
4773.92
LG
4774.33
LG
4774.31
LG
4773.99
EDGE OF SW/ASPHALT
4774.47
LG
4772.95
LG
4773.06
TBC
4774.48
SD INLET
4773.25
2.5' RADIUS (4)
PRECAST POST
4773.39
PRECAST POST
4773.85
PRECAST POST
4773.85
PRECAST POST
4773.69
TBC, PC
4773.47
TBC, PT
4773.77
TBC, PC
4773.87
GRADE LANDSCAPING
AREA TO SD INLET
SW, PC
4774.00
SW, PC
4773.84
LIP SD INLET
4773.14
TIE INTO
EXISTING
TIE INTO
EXISTING
2' RADIUS (2)
5' RADIUS
IN SW (5)
TBC
4772.93
LG
4773.53
LG
4773.70
TBC
4774.08
TBC
4773.98
TBC
4773.59
TBC
4773.56
TBC, PC
4773.92
TBC, PC PT
4773.90
TBC, PT
4773.86
TBC, PC
4773.83
TBC, PT
4773.79
TBC
4773.38
TBC
4773.75
TBC
4773.47
TBC
4773.10
TBC
4773.06
TBC
4773.10
EXISTING BLDG ENTRANCE
4774.47
EXISTING BLDG ENTRANCE
4774.57
EDGE OF SW AND CONCRETE
4774.17
LG, PC
4773.41
LG, PT
4773.00
PT
4774.19
PT
4774.20 PT
4774.77
PT
4774.78
PT
4774.22
PT
4774.23
PT
4774.80
PT
4774.24
PT
4774.35
TBC, GRADE BREAK
4775.23
LG, GRADE BREAK
4774.85
SD LIP INLET
4772.87
RIM
4773.78
PRECAST POST
4775.38
PRECAST POST
4774.49
PRECAST POST
4773.76
PRECAST POST
4773.85
PRECAST POST
4773.85
RIM
4773.71
TBC, PT
4773.00
TBC
4774.33
TBC
4774.37
TBC
4774.29
TBC
4774.29
TBC, PT
4774.34
TBC, PC
4774.73
SW, PT
4773.91
SW, PT
4773.89
SW, PC
4773.89
SW, PT
4773.85
SW, PT
4773.90
SW, PC
4773.90
SW, PC
4773.90
SW, PT
4773.90
LIP SD INLET
4773.38
EDGE OF SW, PT
TBC
4774.20
TBC
4774.52
TBC
4774.04
LG, GRADE BREAK
4774.18
LG, GRADE BREAK
4774.62
LG, GRADE BREAK
4774.46
TBC, GRADE BREAK
4775.00
TBC, GRADE BREAK
4774.84
EDGE OF CONCCRETE
4774.35
EDGE OF CONCCRETE
4774.68 EDGE OF CONCCRETE
4775.30
EDGE OF CONCCRETE
4775.15
EDGE OF CONCCRETE
4774.83
EDGE OF CONCRETE
4775.84
EDGE OF CONCRETE
4776.06
EDGE OF CONCRETE
4776.52
EDGE OF CONCRETE
4776.49
1' RADIUS
LG
4776.27
LG
4776.24
LG
4775.23
LG
4775.32
LG
4775.38
LG
4774.70
EDGE OF CONCETE, GRADE BREAK
4774.50
EDGE OF CONCETE, GRADE BREAK
4774.82
EDGE OF CONCETE, GRADE BREAK
4774.97
EDGE OF CONCETE, GRADE BREAK
4775.51
EDGE OF CONCETE, GRADE BREAK
4776.16
EDGE OF CONCETE, GRADE BREAK
4776.19
EDGE OF CONCETE, GRADE BREAK
4775.73
RIM
4774.36
CURB CUT (3)
C
IT
Y O
F O
R
EM
O R
EM
, U
T
N
O R
TH
S
TA
TE
S T
EN
G
IN
EE
R
IN
G D
IV
IS
IO
N
C O
M M
U N
IT
Y
D
EV
EL
O
PM
EN
T
DE
SC
RI
PT
IO
N
BY
RE
V
DA
TE
CH
EC
KE
D
DR
AW
N
DE
SI
GN
TL
N
SCSC
GR
AD
IN
G
PL
AN
S
HE
ET
PO
LI
CE
D
EP
AR
TM
EN
T
SE
CU
RI
TY
W
AL
L
JU
LY
JU
LY
JU
LY
GP02
SCALE: 1" = 20' (11"x 17" SHEET SIZE)
Z:
\D
S_
EN
G\
EN
G_
PR
O
JE
CT
S\
\2 5-
7-
M
IS
C
PO
LI
CE
D
EP
AR
TM
EN
T
SE
CU
RI
TY
W
AL
L\
DE
SI
GN
\D W
G\
-0
F
IN
IS
H
GR
AD
E V3
.D W
G
PR
O
JE
CT
N U
M
BE
R:
5-
MATCHLINE SHEET GP01
M
AT
C H
LI
N
E
SH
EE
T
G P0
MATCHLINE SHEET GP02
M
AT
C H
LI
N
E
SH
EE
T
G P0
CO
M
M U
N
IT
Y
DE
VE
LO
PM
EN
T
DI
RE
CT
O R
CI
TY
E N
GI
N
EE
R
DA
TE
AP
PR
O
VE
D
AP
PR
O
VA
L
RE
CO
M
M
EN
DE
D
D
AT
E C
O M
M U
N
IT
Y D
EV
EL
O
PM
EN
T
D
IR
EC
TO
R
C
IT
Y
EN
G
IN
EE
R
D
AT
E
AP
PR
O
VE
D
AP
PR
O
VA
L R
EC
O
M M
EN
D
ED
DA
TE
CO
M
M U
N
IT
Y
DE
VE
LO
PM
EN
T
DI
RE
CT
O R
CI
TY
E N
GI
N
EE
R
DA
TE
AP
PR
O
VE
D
AP
PR
O
VA
L
RE
CO
M
M
EN
DE
D
DA
TE
CO
M
M U
N
IT
Y
DE
VE
LO
PM
EN
T
DI
RE
CT
O R
CI
TY
E N
GI
N
EE
R
DA
TE
AP
PR
O
VE
D
AP
PR
O
VA
L
RE
CO
M
M
EN
DE
D
FO
FOFO
P
P
SS 6in
SS
in
SS 6in SS 6in SS 6in SS 6in
SS
in
SS
in
SS
in
SS
in
SS
in
SS
in
SS
in
SS
in
SD 12in SD 12in
SD 12in
SD 12in SD 12in
SD
15in
SD
15in
SD
15in
SD
15in
SD
15in
SD
15in
SD
15in
SD
18in
SD
8i n
SD
8i n
W 6in W 6in W 6in W 6in
W 8in
W 8in
W 8in
W 8in
W 8in
W 8in
W 4in
G in G in
G in G in
G in
G 2in G 2in
G 2in G 2in
G in G in
G 2in G 2in
P
PP
P
P P
P P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P P
FO
EXISTING BLDG ENTRANCE
4774.56
EXISTING BLDG ENTRANCE
4774.48
LG
4773.82
LG
4773.94
LG
4774.04
LG, PC
4773.25
5' RADIUS
7' RADIUS
5' RADIUS
S
LG,PT
4773.29
TBC, PT
4773.30
TBC, PC
4773.38
PRECAST POST
4773.85
GRADE LANDSCAPING
AREA TO SD INLET
TIE INTO
EXISTING
2' RADIUS (2)
EDGE OF SW
4773.73
EDGE OF SW
4774.31
5' RADIUS
IN SW (5)
10' RADIUS (2)
TIE INTO
EXISTING
CONCRETE FLATWORK AROUND
BUILDING TO BE FLUSH WITH
ASPHALT (TYP.)
4774.00
LG
4773.53
LG
4773.70
TBC
4774.08
TBC
4773.98
TBC
4773.59
TBC, PT
4773.86
TBC, PT
4773.79
TBC
4773.38
TBC
4773.75
TBC
4773.06
EDGE OF CONC
4774.64
CORNER OF BUILDING
4774.35
CORNER OF BUILDING
4774.35
CORNER OF BUILDING
4774.35
EXISTING BLDG ENTRANCE
4774.47
EXISTING BLDG ENTRANCE
4774.57
EDGE OF CONCRETE
4773.99
EDGE OF CONCRETE
4773.98
LG, PC
4773.41
RIM
4773.78
PRECAST POST
4773.76
PRECAST POST
4773.85
PRECAST POST
4773.85
PRECAST POST
4773.99
PRECAST POST
4774.49
PRECAST POST
4774.65
TBC, PT
SW, PT
4773.91
SW, PT
4773.89
SW, PC
4773.89
SW, PT
4773.85
SW, PT
4773.90
SW, PC
4773.90
SW, PC
4773.90
SW, PT
4773.90
EDGE OF SW, PT
4773.65
EDGE OF SW, PC
4773.77
EDGE OF SW, PT
4773.71
EDGE OF SW, PC
4773.69
EDGE OF SW
4773.77
EDGE OF SW
4773.62
EDGE OF CONCRETE
4773.53
EDGE OF CONCRETE
4773.50
PRECAST POST
4773.56
PRECAST POST
4773.57
PRECAST POST
4773.78
EDGE OF CONCRETE
4774.55
EDGE OF CONCRETE
4774.64
TBC
4774.52
TBC
4774.04
1' RADIUS
RIM
4774.21
RIM
4773.69
C
IT
Y O
F O
R
EM
O R
EM
, U
T
N
O R
TH
S
TA
TE
S T
EN
G
IN
EE
R
IN
G D
IV
IS
IO
N
C O
M M
U N
IT
Y
D
EV
EL
O
PM
EN
T
DE
SC
RI
PT
IO
N
BY
RE
V
DA
TE
CH
EC
KE
D
DR
AW
N
DE
SI
GN
TL
N
SCSC
GR
AD
IN
G
PL
AN
S
HE
ET
PO
LI
CE
D
EP
AR
TM
EN
T
SE
CU
RI
TY
W
AL
L
JU
LY
JU
LY
JU
LY
GP03
SCALE: 1" = 20' (11"x 17" SHEET SIZE)
Z:
\D
S_
EN
G\
EN
G_
PR
O
JE
CT
S\
\2 5-
7-
M
IS
C
PO
LI
CE
D
EP
AR
TM
EN
T
SE
CU
RI
TY
W
AL
L\
DE
SI
GN
\D W
G\
-0
F
IN
IS
H
GR
AD
E V3
.D W
G
PR
O
JE
CT
N U
M
BE
R:
5-
M
AT
C H
LI
N
E
SH
EE
T
G P0
M
AT
C H
LI
N
E
SH
EE
T
G P0
CO
M
M U
N
IT
Y
DE
VE
LO
PM
EN
T
DI
RE
CT
O R
CI
TY
E N
GI
N
EE
R
DA
TE
AP
PR
O
VE
D
AP
PR
O
VA
L
RE
CO
M
M
EN
DE
D
D
AT
E C
O M
M U
N
IT
Y D
EV
EL
O
PM
EN
T
D
IR
EC
TO
R
C
IT
Y
EN
G
IN
EE
R
D
AT
E
AP
PR
O
VE
D
AP
PR
O
VA
L R
EC
O
M M
EN
D
ED
DA
TE
CO
M
M U
N
IT
Y
DE
VE
LO
PM
EN
T
DI
RE
CT
O R
CI
TY
E N
GI
N
EE
R
DA
TE
AP
PR
O
VE
D
AP
PR
O
VA
L
RE
CO
M
M
EN
DE
D
FO FO
FO FO FO FO FO FO FO FO FO FO
FO
FO
FO
FO FO
FO
FO
P
P
P
P
P
P P
P
P
P
SS 6in
SS 6in SS 6in
SS
in
SS
in
SS
in
SS
in
SS
in
SS
in
SS
in
SS
in
SS
in
SS
SD
2i n
SD
12in
SD 12in
SD
15in
SD
15in
SD
15in
SD
15in
SD
15in
SD
18in
SD
8i n
SD
18in
SD 24inSD 24in SD 24in SD 30in SD 30in SD 30in
SD 30in
SD 30in SD 30in SD 30in SD 30in
SD 8in
S
S
S
SS
S S S
SD
SD
SD
SD
SD
SD
SD
SDSD
SD
W 6in W 6in
W 8i n
W 8in
W 8in
W 8in
W 12in W 12in W 12in W 12in W 12in W 12in W 12in W 12in W 12in W 12in W 12in
W 6in
W 6in
W
G in G in
G in G in
G in G in
G in G 2in
G 2in
G in G in
G in G in
G in
G 2in
FO FO FO
FO
FO FO
FO
FO
FO FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
P
P P
P
P
P P P P P P P
P P P P P P P
P
P P P
P P
P
P
P
P P P P P P P
P P P P P P
P P P
P
P
P
P
P
P
P P
P
T T T T T T T T T T T T T T T
T T T T T T T T T T T T T T T
FO FO FO FO FO FO FO FO
FO
FO
FO
FO
COORDINATE WITH CITY OF OREM
EXACT SIZE AND LOCATION OF
LANDSCAPED AREA FOR FUTURE
MEMORIAL PLANTING AREA
SEE LANDSCAPING PLAN FOR DETAILS
180 LF OF 8' TALL 4' WIDE AMERISTAR MONTAGE
INDUSTRIAL MAGESTIC 4 RAIL WROUGHT IRON
FENCE WITH FLUSH CURB
60 LF OF 6' TALL
SIMTEK FENCE.
COLOR AND STYLE TBD
135 LF OF 2' SPILL CURB AND GUTTER
PRECAST CONCRETE COLUMN (TYP.)
LONG SPEED TABLE (2)
MEDIAN CROSSING (TYP.)
187 LF OF 2' SPILL CURB AND GUTTER
DOUBLE PANEL ADA RAMP
320 LF OF 8' TALL PRECAST CONCRETE WALL
8' TALL 26' WIDE WALLACE
FOLDSMART VEHICLE GATE
8' TALL 4' WIDE AMERISTAR MONTAGE
INDUSTRIAL GENESIS 4 RAIL WROUGHT IRON
MAN GATE OR APPROVED EQUIVALENT
8' TALL PRECAST CONCRETE WALL
65 LF OF 8' TALL PRECAST CONCRETE WALL
1' WIDE CROSSING
LINES (TYP.)
40 LF 6" MOW CURB
180 LF 6" MOW CURB
575 SF OF 4" CONCRETE FLATWORK
75 LF OF 2' SPILL CURB AND GUTTER
PARKING LOT STRIPING (TYP.)
18' X 10 ' PARKING STALLS (TYP.)
18' X 9' PARKING STALLS (5)
8' TALL 26' WIDE WALLACE
FOLDSMART VEHICLE GATE
MODIFIED ADA RAMP
25 LF 4' WIDE CROSS GUTTER
2390 SF OF 4" CONCRETE FLATWORK
25 LF OF 4' CROSS GUTTER
240 LF OF 2' STANDARD CURB AND GUTTER
20 LF OF 2' STANDARD CURB AND GUTTER
115 SF OF 6" CONCRETE FLATWORK
300 SF OF 4" CONCRETE FLATWORK
155 SF OF 6" CONCRETE FLATWORK
185 SF OF 6" CONCRETE FLATWORK
165 LF OF 2' STANDARD CURB AND GUTTER
65 LF OF 8' TALL PRECAST CONCRETE WALL
20 LF OF 2' STANDARD CURB AND GUTTER
6" BOLLARD
1.5' LANDSCAPE BUFFER
3' LANDSCAPE BUFFER
10 LF OF MOW CURB
225 SF OF 4" CONCRETE FLATWORK
75 SF OF 4" CONCRETE FLATWORK
80 LF OF 2' STANDARD CURB AND GUTTER
CURB CUT (3)
CUSTOM CONCRETE WALL PANEL
65'X18' FULL CANTILEVER SHADE STRUCTURE
52'X18' FULL CANTILEVER SHADE STRUCTURE
65'X18' FULL CANTILEVER SHADE STRUCTURE
6" BOLLARD
RUTGUARD TUFFTRACK GRASS
AND GRAVEL PAVER OR
APPROVED EQUIVALENT
MODIFIED ADA RAMP
MODIFIED ADA RAMP
MODIFIED ADA RAMP
TWO SIMTEK 6' TALL
4' WIDE DOUBLE DRIVE
GATES. COLOR AND STYLE TBD
LOCATION TBD ON SITE
8' TALL AMERISTAR MONTAGE INDUSTRIAL
MAGESTIC 4 RAIL WROUGHT IRON
MAN GATE OR APPROVED EQUIVALENT
8' TALL 20' WIDE WALLACE WROUGHT
IRON AUTOMATIC ROLL GATE
8' TALL 4' WIDE AMERISTAR MONTAGE
INDUSTRIAL MAGESTIC 4 RAIL WROUGHT IRON
MAN GATE OR APPROVED EQUIVALENT
6" BOLLARD (2)
6" BOLLARD
6" BOLLARD (2)
6" BOLLARD
6" BOLLARD (2)
6" BOLLARD (2)
6" BOLLARD
SEE DETAIL R
SHEET DT05 (TYP.)
SEE DETAIL F
SHEET DT02
SEE DETAIL N
SHEET DT04
SEE DETAIL M
SHEET DT04
SEE DETAIL A
SHEET DT01
SEE DETAIL O
SHEET DT04
SEE DETAIL D
SHEET DT01 (TYP.)
260 SF OF 4"
CONCRETE FLATWORK
80 LF OF 2' STANDARD CURB AND GUTTER
TRANSITION FROM STANDARD
TO SPILL CURB
TRANSITION FROM STANDARD
TO SPILL CURB
TRANSITION FROM STANDARD TO SPILL CURB
135 LF OF 2' SPILL CURB AND GUTTER
SEE DETAIL B
SHEET DT01
C
IT
Y O
F O
R
EM
O R
EM
, U
T
N
O R
TH
S
TA
TE
S T
EN
G
IN
EE
R
IN
G D
IV
IS
IO
N
C O
M M
U N
IT
Y
D
EV
EL
O
PM
EN
T
DE
SC
RI
PT
IO
N
BY
RE
V
DA
TE
CH
EC
KE
D
DR
AW
N
DE
SI
GN
TL
N
SCSC
SI
TE
P
LA
N
PO
LI
CE
D
EP
AR
TM
EN
T
SE
CU
RI
TY
W
AL
L
JU
LY
JU
LY
JU
LY
SP01
SCALE: 1" = 40' (11"x 17" SHEET SIZE)
Z:
\D
S_
EN
G\
EN
G_
PR
O
JE
CT
S\
\2 5-
7-
M
IS
C
PO
LI
CE
D
EP
AR
TM
EN
T
SE
CU
RI
TY
W
AL
L\
DE
SI
GN
\D W
G\
-0
D
ES
IG
N
P
LA
N R
EC
O
VE
RE
D.
DW
G
PR
O
JE
CT
N U
M
BE
R:
5-
LEGEND
3" ASPHALT (3
8" PG 58-28) OVER 6" UTBC
CONCRETE IMPROVEMENTS
RUTGUARD TUFFTRACK AND GRAVEL
PAVER OR APPROVED EQUIVALENT
LANDSCAPING. SEE LANDSCAPING PLANS
FOR DETAILS
CO
M
M U
N
IT
Y
DE
VE
LO
PM
EN
T
DI
RE
CT
O R
CI
TY
E N
GI
N
EE
R
DA
TE
AP
PR
O
VE
D
AP
PR
O
VA
L
RE
CO
M
M
EN
DE
D
D
AT
E C
O M
M U
N
IT
Y D
EV
EL
O
PM
EN
T
D
IR
EC
TO
R
C
IT
Y
EN
G
IN
EE
R
D
AT
E
AP
PR
O
VE
D
AP
PR
O
VA
L R
EC
O
M M
EN
D
ED
DA
TE
CO
M
M U
N
IT
Y
DE
VE
LO
PM
EN
T
DI
RE
CT
O R
CI
TY
E N
GI
N
EE
R
DA
TE
AP
PR
O
VE
D
AP
PR
O
VA
L
RE
CO
M
M
EN
DE
D
SS
in
SS
in
SS
in
SS
in
SS
in
SSSSSSSSSSSSSSSS
SD 12in SD 12in SD 12in
SD
15in
SD
15in
SD 24inSD 24inSD 24inSD 24inSD 24inSD 24inSD 24inSD 24inSD 24inSD 24inSD 24inSD 24in
S S
S S S
SD
W 6in
W 6in
W 6in
W 6in
W 6in
W 6in
W 6in
W 6in
W 8in
W W
W
PP
PPPP
P
P P
C
IT
Y O
F O
R
EM
O R
EM
, U
T
N
O R
TH
S
TA
TE
S T
EN
G
IN
EE
R
IN
G D
IV
IS
IO
N
C O
M M
U N
IT
Y
D
EV
EL
O
PM
EN
T
DE
SC
RI
PT
IO
N
BY
RE
V
DA
TE
CH
EC
KE
D
DR
AW
N
DE
SI
GN
TL
N
SCSC
6" C
O N
DU
IT
R
ES
TO
RA
TI
O
N
PO
LI
CE
D
EP
AR
TM
EN
T
SE
CU
RI
TY
W
AL
L
JU
LY
JU
LY
JU
LY
SP02
SCALE: 1" = 20' (11"x 17" SHEET SIZE)
Z:
\D
S_
EN
G\
EN
G_
PR
O
JE
CT
S\
\2 5-
7-
M
IS
C
PO
LI
CE
D
EP
AR
TM
EN
T
SE
CU
RI
TY
W
AL
L\
DE
SI
GN
\D W
G\
-0
D
ES
IG
N
P
LA
N R
EC
O
VE
RE
D.
DW
G
PR
O
JE
CT
N U
M
BE
R:
5-
LEGEND
3" ASPHALT (3
8" PG 58-28) OVER 6" UTBC
CONCRETE IMPROVEMENTS
LANDSCAPING. SEE LANDSCAPING PLANS
FOR DETAILS
CO
M
M U
N
IT
Y
DE
VE
LO
PM
EN
T
DI
RE
CT
O R
CI
TY
E N
GI
N
EE
R
DA
TE
AP
PR
O
VE
D
AP
PR
O
VA
L
RE
CO
M
M
EN
DE
D
D
AT
E C
O M
M U
N
IT
Y D
EV
EL
O
PM
EN
T
D
IR
EC
TO
R
C
IT
Y
EN
G
IN
EE
R
D
AT
E
AP
PR
O
VE
D
AP
PR
O
VA
L R
EC
O
M M
EN
D
ED
DA
TE
CO
M
M U
N
IT
Y
DE
VE
LO
PM
EN
T
DI
RE
CT
O R
CI
TY
E N
GI
N
EE
R
DA
TE
AP
PR
O
VE
D
AP
PR
O
VA
L
RE
CO
M
M
EN
DE
D
FO
FO FO FO FO FO FO FO FO
FO
FO FO
FO
FO
P
SS 6in
SS 6in
SS 6in
SS 6in
SS 6in
SS 6in
SS
in
SS
in
SS
in
SS
SS
SD
15in
SD
15in
SD 24in
SD 24in
SD 24in
SD 30inSD 30inSD 30in
SD 30in SD 30in SD 30in SD 30in
SD 30in
S
S
S
SD
SD
SD
SD
SD
SD
W 12in
W 12in
W 12in
W 2in W 2in
W
W
W
W
W
W
W 6in
W 6in
W
P T T T T T T T T T T T
T T T T
T
T T T T T T T
FO FO FO FO FO FO FO FO
4" BOLLARD
CENTER STREET
ST
AT
E
ST
R
EE
T
C
IT
Y O
F O
R
EM
O R
EM
, U
T
N
O R
TH
S
TA
TE
S T
EN
G
IN
EE
R
IN
G D
IV
IS
IO
N
C O
M M
U N
IT
Y
D
EV
EL
O
PM
EN
T
DE
SC
RI
PT
IO
N
BY
RE
V
DA
TE
CH
EC
KE
D
DR
AW
N
DE
SI
GN
TL
N
SCSC
4" B
O
LL
AR
D
N
EA
R O
RE
M
C
IT
Y
CE
N
TE
R
PO
LI
CE
D
EP
AR
TM
EN
T
SE
CU
RI
TY
W
AL
L
JU
LY
JU
LY
JU
LY
SP03
SCALE: 1" = 20' (11"x 17" SHEET SIZE)
Z:
\D
S_
EN
G\
EN
G_
PR
O
JE
CT
S\
\2 5-
7-
M
IS
C
PO
LI
CE
D
EP
AR
TM
EN
T
SE
CU
RI
TY
W
AL
L\
DE
SI
GN
\D W
G\
-0
D
ES
IG
N
P
LA
N R
EC
O
VE
RE
D.
DW
G
PR
O
JE
CT
N U
M
BE
R:
5-
ADA RAMP
TYPICAL SECTION
TYPICAL SECTION W/ REVERSE
CURB & GUTTER
DRIVE APPROACH/LOW BACK CURB
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)
A
2' CURB & GUTTER
N.T.S.
2'
7"
4"
2"
2"
1'-6"
6"
2"
7"
2"
2'-0"
1'-6"
2"
6"
2"
7"
2'-0"
2"
1'-6"
2"
2'
1'-2"
4"
7"
6"
1"5"
1'-6"
6"
4" MIN. COMPACTED
UTBC REQ'D
4 - #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)
B
4' CONCRETE CROSS GUTTER
N.T.S.
4'-0"
9" 7"
3"
6" 12" TYP.
24" CONCRETE CURB &
GUTTER REQ'D
#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.
C
CONCRETE CURB, GUTTER & SIDEWALK
N.T.S.
VARIES
4"
3"
9"
2'-0"
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 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
4'-0" RAMP FROM THE BACK OF
SIDEWALK INCLUDING
DETECTABLE WARNING AND
TRACE AREA.
2% GRADE
6" SMOOTH AREA
AT 8.33%
GRADE
1'-6"
GUTTER AT 5% MAX
GRADE
DOME SPACING SHALL NOT
EXCEED 2.4" O.C AND SHALL
NOT BE LESS THAN 1.6" O.C
0.5" OR 50%
OF BOTTOM
0.9" MIN; 1.4" MAX
6"
CURB
WALL
DETECTABLE WARNINGS
RAISED TRUNCATED DOMES
A
A
MIN.
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
RADIUS WILL
VARY
FOR EACH RAMP
CURB
WALL
D
MODIFIED ADA RAMP
N.T.S.
5' FLARE MIN.
5' FLARE
0.2"
HEIGHT VARIES
6'-6"
7"
1-1/2" 6"
CI
TY
O F
O
RE
M
O
RE
M , U
T
N
O
RT
H
ST
AT
E
ST
EN
GI
N
EE
RI
N G
DI
VI
SI
O
N
CO
M M
U N
IT
Y
DE
VE
LO
PM
EN
T
DE
SC
RI
PT
IO
N
BY
RE
V
DA
TE
CH
EC
KE
D
DR
AW
N
DE
SI
GN
TL
N
SCSC
JU
LY
JU
LY
JU
LY
DT01
DE
TA
IL
S
A- D
PO
LI
CE
D
EP
AR
TM
EN
T
SE
CU
RI
TY
W
AL
L
PR
O
JE
CT
N U
M
BE
R:
5-
Z:
\D
S_
EN
G\
EN
G_
PR
O
JE
CT
S\
\2 5-
7-
M
IS
C
PO
LI
CE
D
EP
AR
TM
EN
T
SE
CU
RI
TY
W
AL
L\
DE
SI
GN
\D W
G\
-0
D
ET
AI
LS
.D W
G
DETECTABLE
WARNING
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
E
QUARTER-ROUND ADA RAMP
N.T.S.
NOTES:
1. COLOR OF ADA DETECTABLE WARNING STRIPS / TRUNCATED DOMES SHALL BE
YELLOW
VARIES
6"
24" CURB & GUTTER
6"
8.33% MAX (62")
6" FACE OF CURB
2% SLOPE(43")
DETECTABLE WARNING
A A
CURB
WALL
4" MIN. COMPACTED
UTBC REQ'D
24" ADA RAMP
CONCRETE CURB &
GUTTER
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.
TIE INTO EXISTING CURB
AND GUTTER
2%
F
MEDIAN CROSSING
N.T.S.
2% MAX SLOPE IN
ANY DIRECTION
6'-0"
6"
2'-6"
2'-0"
8'
6"
NOTES:
1. CONCRETE COLLARS SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 33 05 14 OF THE SPECIFICATIONS.
2. SURFACE/COVERS/LIDS STRUCTURES SHALL BE BURIED NO MORE THAN 10 CONTINUOUS CALENDAR DAYS.
3. KEEP LID 1/4" LOW WHEN LEVELING HARDWARE DURING COLLAR INSTALLATION.
4. 2 CONCRETE RISERS ARE ALLOWED (MAX. 12" OF CONCRETE) AND MAX. 3" OF METAL GRADE RINGS ALLOWED.
5. REVERSIBLE HARDWARE IS NOT ALLOWED.
6. IF CONCRETE COLLAR DEPTH IS LESS THAN 10" USE ASPHALT COLLARS. ASPHALT COLLARS WILL ONLY BE ALLOWED WITH PRIOR APPROVAL FROM
THE PROJECT MANAGER (MIN. 12" WIDE AND 6" THICK).
7. IF WATER VALVE IS INSTALLED AS PART OF NEW CONSTRUCTION INSTALL VALVE BOX ALIGNMENT RING. IF EXCAVATION ON EXISTING VALVE
EXTENDS DOWN TO TOP OF BOX IT IS ALSO REQUIRED.
EXISTING OR NEW
SURFACE/COVER/LID
STRUCTURE
GRADE RINGS
AS REQUIRED
EXISTING OR NEW
SURFACE STRUCTURE
NEW ROADWAY SURFACE
12" CONCRETE COLLAR
(MIN. 4000 PSI) W/ 1.5 LB/CY FIBERS
NEW ROADWAY SURFACE 12" CONCRETE COLLAR
(MIN. 4000 PSI) W/ 1.5
LB/CY FIBERS
LID
ADD VALVE BOX
SECTIONS AS NEEDED
EXISTING OR NEW
VALVE BOXVALVE BOX CENTERING AND
ALIGNMENT DEVICE (SEE NOTE 7)
CONCRETE SHALL
EXTEND TO
THE VALVE SLIDE
G
ADJUST STRUCTURES TO GRADE
N.T.S.
12"
12"(TYP.)
12"
DETAIL #3
DELICATE PIPE PVC, PLASTIC
OR HDPE
(STORM DRAIN AND SEWER)
DETAIL #1
DUCTILE IRON WRAPPED STEEL, PVC OR HDPE
(WATERLINE)
DETAIL #2
CONCRETE PIPE (STORM
DRAIN)
DETAIL #4
STEEL PIPE OR PVC LINES LESS
THAN 3" DIA.
NOTES:
1. ALL WATERLINE PIPE BEDDING SHALL BE SAND, MIN. 12" ABOVE TOP OF PIPE.
2. SAND IS ACCEPTABLE BEDDING FOR ALL FIBER OPTIC OR COMMUNICATIONS
CONDUITS.
3. FOR CONCRETE PIPE "W" SHALL NOT EXCEED 24" GREATER THAN THE DIAMETER OF
THE PIPE, "W" MUST ALLOW ENOUGH SPACE FOR COMPACTION EQUIPMENT
4. DETAIL #2 CONSISTS OF TYPE III BEDDING FOR CONCRETE PIPE.
5. SEE TRENCH DETAILS FOR INFORMATION ABOUT BACKFILL.
6. PIPE BEDDING TO BE COMPACTED BY VIBRATING OR CONSOLIDATING TO A MIN.
DENSITY OF 90% OF STANDARD PROCTOR MAX DENSITY (AASHTO-99.) PIPE BEDDING
TO MEET PIPE MANUFACTURE'S INSTALLATION SPECIFICATIONS. THE MORE
RESTRICTIVE STANDARD TO BE APPLIED.
7. LIFTS SHALL NOT EXCEED 12" IN THICKNESS.
8. PLASTIC POLYETHYLENE, CORRUGATED STEEL. LARGE DIAMETER WRAPPED STEEL
PIPE, VITRIFIED CLAY OR OTHER TYPES NOT LISTED.
H
PIPE ZONES
N.T.S.
12" MIN.
4"
MIN
W
12" MIN
O. D.
4" MIN
SANDO.D.
O.D.
4"
MIN
O.D.
12" MIN.
-3 4" GRANULAR
-3 4" GRANULAR
(SEE NOTE #6)
SAND
SAND
(SEE NOTE #6)
-2" MATERIAL (SEE NOTE #6)
-2" MATERIAL
4"
MIN
W
W
W
12" MIN.
CI
TY
O F
O
RE
M
O
RE
M , U
T
N
O
RT
H
ST
AT
E
ST
EN
GI
N
EE
RI
N G
DI
VI
SI
O
N
CO
M M
U N
IT
Y
DE
VE
LO
PM
EN
T
DE
SC
RI
PT
IO
N
BY
RE
V
DA
TE
CH
EC
KE
D
DR
AW
N
DE
SI
GN
TL
N
SCSC
JU
LY
JU
LY
JU
LY
DT02
DE
TA
IL
S
E- H
PO
LI
CE
D
EP
AR
TM
EN
T
SE
CU
RI
TY
W
AL
L
PR
O
JE
CT
N U
M
BE
R:
5-
Z:
\D
S_
EN
G\
EN
G_
PR
O
JE
CT
S\
\2 5-
7-
M
IS
C
PO
LI
CE
D
EP
AR
TM
EN
T
SE
CU
RI
TY
W
AL
L\
DE
SI
GN
\D W
G\
-0
D
ET
AI
LS
.D
1% MIN
2% MIN
A A B
CURB & GUTTER
SECTION A-A
CROSS GUTTER
SECTION B-B
NOTES:
1. MANHOLE BASE AND ALL SECTIONS SHALL
2. BE PRECAST TO CONFORM TO ASTM C478.
3. THE PRE-TREATMENT MANHOLE SHALL BE
4. CONSTRUCTED TO ENSURE WATER
5. TIGHTNESS.
6. ANY APPROVED EQUIVALENTS REQUIRE
7. CITY ENGINEER'S WRITTEN APPROVAL.
8. SNOUTS ARE ALLOWED. INSTALL AS PER
9. MANUFACTURERS RECOMMENDATIONS.
10. FOR OUTLET DIAMETER 21" AND LARGER,
11. DEPTH = 2.5 TIMES THE DIAMETER.
B
CROSS GUTTER INSTALLATIONS REQUIRE BICYCLE
SAFE HEAVY DUTY GRATED LID & RING (D&L C-2670 OR
EQUIVALENT). CURB FACED INLET GRATE
INSTALLATIONS REQUIRE BICYCLE SAFE HEAVY DUTY
GRATED LID & RING (D&L I-3517 OR EQUIVALENT).
12" MIN. SDR 35 PVC OR
APPROVED EQUIVALENT
STANDARD H-20
CONCRETE LID OR
APPROVED EQUIVALENT
RUBBER
BOOT
JOINT
MASTIC
(TYP.)
AREA UNDER BASE
TO BE COMPACTED
PRECAST BASE
SNOUT OR 90
DEGREE BEND
REQ'D
I
PRE-TREATMENT CATCH BASIN
N.T.S.
6" 7"
8" 5"
DIAMETER
OF
PIPE.
6"
MIN.
4'
2' MIN
SET TOP OF GRATE 1" BELOW
FLOW LINE OF GUTTER
SET TOP OF GRATE 1" BELOW
FLOW LINE OF CROSS GUTTER
TH
IS
P O
R
TI
O N
T O
B E
PE
R
FO
R
AT
ED
W
IT
H M
IN
. 1
1 4" Ø
H O
LE
S
" O
.C
SE
E
D
ET
AI
L
BE
LO
W
BA
C
KF
IL
L D
R
AI
N R
O C
K
A A B B
CURB & GUTTER
SECTION A-A CROSS GUTTER
SECTION B-B
PRETREATMENT CATCH BASIN
CROSS-SECTION
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' 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 OUTLET DIAMETER 21" AND LARGER, DEPTH = 2.5 TIMES THE DIAMETER
GEOTEXTILE FABRIC REQUIRED
UNDER AND AROUND DRAIN ROCK
UNLESS EXCEPTION IS GIVEN BY
STORM WATER COORDINATOR AND
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)
STANDARD CONCRETE LID
OR APPROVED EQUIVALENT
12" MIN. SDR 35 PVC OR APPROVED
EQUIVALENT (LENGTH VARIES)
CROSS GUTTER INSTALLATIONS REQUIRE
BICYCLE SAFE HEAVY DUTY GRATED LID & RING
(D&L C-2670 OR EQUIVALENT). CURB-FACED INLET
GRATE INSTALLATIONS REQUIRE BICYCLE SAFE
HEAVY DUTY GRATED LID & RING (D&L I-3517 OR
EQUIVALENT).
90° BEND OR
SNOUT REQ'D
2% MIN
1% MIN
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
ALTERNATIVE PERFORATED HOLE PATTERN FOR CMP
HOLE DIAMETER = 0.375". 12 GAUGE
CORRUGATED GALVANIZED STEEL
(TYP.)
J
PRE-TREATMENT CATCH BASIN & SUMP
N.T.S.
3'
8'
4'
9"
6"
5"
8"
7"
6"
5'5' MIN.
3' MIN
(TYP)
2' MIN
SET TOP OF GRATE
1" BELOW FLOW
LINE OF GUTTER
SET TOP OF GRATE
1" BELOW FLOW LINE
OF CROSS GUTTER
1 14" Ø
MIN.
48" (SEE NOTE 7)
1/2
DIAMETER
OF
PIPE.
6"
MIN.
COIL WIDTH
2.711"
1.75" CC TYP
9 AT 2.711" = 24.399"
2'
MIN
12"12"
NOTES:
1. LANDSCAPING ADJACENT TO CURB CUT IS TO BE INSTALLED 2" BELOW AND SLOPED AWAY FROM CURB CUT TO PREVENT
BLOCKAGE.
GUTTER FLOWLINE
LIP OF GUTTER
TOP BACK OF CURB
ROUND CURB CUT
OPENING (TYP.)
SLOPE CONCRETE
TOWARD LANDSCAPING
2' CURB AND
GUTTER SEE
STANDARD
DRAWING RW-1
K
MEDIAN CROSSING CURB CUT
N.T.S.
MEDIAN CROSSING 6"
CURB WALL
THRUST BLOCK (BEARING
AREA = 6 SQ. FEET)
TAPE
BACK OF WALK
LID
NEW 6" GATE VALVETRACER WIRE
THRUST BLOCK (BEARING
AREA = 6 SQ. FEET)
TEE CONNECTION TO MAIN
LINE & WRAP WITH MIN. 8 MIL
POLY WRAP (SEE AWWA C105)
FLANGE X FLANGE
CONNECTION
4" - 2" SCREENED DRAINROCK
9 CU. FEET STOP AND WASTE RESERVE
SLAG NOT PERMITTED
VALVE BOX
DO NOT POUR CONCRETE
AROUND WEEP HOLE
OF FIRE HYDRANT.
VALVE BOX CENTERING AND
ALIGNMENT DEVICE (SEE NOTE 6)
L
FIRE HYDRANT ASSEMBLY
N.T.S.
3" MIN - 6" MAX
6" MAX.
IN CUL DE SAC
25' 0"
18" MIN. - 24" MAX.
TO FLANGE
CI
TY
O F
O
RE
M
O
RE
M , U
T
N
O
RT
H
ST
AT
E
ST
EN
GI
N
EE
RI
N G
DI
VI
SI
O
N
CO
M M
U N
IT
Y
DE
VE
LO
PM
EN
T
DE
SC
RI
PT
IO
N
BY
RE
V
DA
TE
CH
EC
KE
D
DR
AW
N
DE
SI
GN
TL
N
SCSC
JU
LY
JU
LY
JU
LY
DT03
DE
TA
IL
S
I-L
PO
LI
CE
D
EP
AR
TM
EN
T
SE
CU
RI
TY
W
AL
L
PR
O
JE
CT
N U
M
BE
R:
5-
Z:
\D
S_
EN
G\
EN
G_
PR
O
JE
CT
S\
\2 5-
7-
M
IS
C
PO
LI
CE
D
EP
AR
TM
EN
T
SE
CU
RI
TY
W
AL
L\
DE
SI
GN
\D W
G\
-0
D
ET
AI
LS
.D
12" 12"12"
NOTES:
1. LANDSCAPING ADJACENT TO CURB CUT IS TO BE INSTALLED 2" BELOW AND SLOPED AWAY FROM CURB CUT TO PREVENT
BLOCKAGE.
GUTTER FLOWLINE
LIP OF GUTTER
TOP BACK OF CURB
ROUND CURB CUT
OPENING (TYP.)
SLOPE CONCRETE
TOWARD LANDSCAPING
2' CURB AND
GUTTER SEE
STANDARD
DRAWING RW-1
M
CURB CUT
N.T.S.
A A
B
B
PLAN
SECTION A-A
SECTION B-B
ELEV = X
ELEV = X + 4"
(CONTRACTION JOINT)
ELEV = Y + 4"
(CONTRACTION
JOINT)
ELEV = Y
EDGE OF TABLE TOP
EDGE OF TABLE TOP
7' 8' 7'
8" UTBC
8"
MAX. SLOPE 5%
MIN. 6'
DARK GRAY TINTED CONCRETE FLATWORK
12" #4 REBAR SPACED AT 12" O.C.
12" #4 REBAR SPACED AT 12" O.C.
N
SPEED TABLE
N.T.S.
8" UTBC
4" COMPACTED
ROADBASE REQ'D
6"
12"
O
MOW CURB
N.T.S.
NOTE:
1. TOP OF MOW CURB WILL BE FLUSH WITH ADJACENT SURFACE
CI
TY
O F
O
RE
M
O
RE
M , U
T
N
O
RT
H
ST
AT
E
ST
EN
GI
N
EE
RI
N G
DI
VI
SI
O
N
CO
M M
U N
IT
Y
DE
VE
LO
PM
EN
T
DE
SC
RI
PT
IO
N
BY
RE
V
DA
TE
CH
EC
KE
D
DR
AW
N
DE
SI
GN
TL
N
SCSC
JU
LY
JU
LY
JU
LY
DT04
DE
TA
IL
S
M -O
PO
LI
CE
D
EP
AR
TM
EN
T
SE
CU
RI
TY
W
AL
L
PR
O
JE
CT
N U
M
BE
R:
5-
Z:
\D
S_
EN
G\
EN
G_
PR
O
JE
CT
S\
\2 5-
7-
M
IS
C
PO
LI
CE
D
EP
AR
TM
EN
T
SE
CU
RI
TY
W
AL
L\
DE
SI
GN
\D W
G\
-0
D
ET
AI
LS
.D
NOTE:
1. WIRE IS TO BE SPLICED IN AT ALL CONNECTIONS AND COVERED OR COATED WITH
CORROSION PROTECTION USING EITHER GEL CAPS OR MASTIC PAD. INSTALLER TO WRAP
W/ PIPE WRAP TAPE UPON COMPLETION OF WIRE CONNECTION
SPLIT BOLT
CONNECTION
EXPOSED
GROUND WIRE
WIRE TAPED TO
TOP OF WATERLINE
TRACER
WIRE
14 GAUGE
TRACER WIRE
(MAIN LINE)
14 GAUGE
SPLIT BOLT
14 GAUGE
TRACER WIRE
(FH SERVICE,
TEE IN LINE,
OR METER)
FOR USE WITH
TEE, FIRE HYDRANT,
OR SERVICE
VALVE BOX
BOTTOM
VALVE BOX
TOP
TRACER
WIRE
18" PVC STABILIZER
REQ'D
SPLIT BOLT
CONNECTION
BARE 6" OF TRACER WIRE AND
WRAP TIGHTLY AROUND
SETTER. SECURE WITH PIPE
WRAP TAPE TO PROTECT ALL
BARE WIRE
TRACER WIRE DETAILS
N.T.S.
P
ROADWAY
SIDEWALK, CURB,
AND GUTTER
18" MIN
REMOVAL
NOTES:
1) HYDRANT IS TO BE REMOVED AT MINIMUM OF 18" BELOW
THE EXISTING SURFACE.
2) ABANDONED HYDRANT PIPE IS TO BE FILLED WITH
COMPACTED PEA GRAVEL, SAND, ETC.
BACK OF WALK
TRACER
WIRE
REMOVE AND DISPOSE EXISTING HYDRANT
N.T.S.
Q
SLOPE CONCRETE BASE
EXISTING SURFACE
CONCRETE FOOTING
6" DIA. STD. GLAV.STEEL PIPE FILLED W/ CONC.
INSTALL YELLOW PLASTIC COVER OVER BOLLARD.
MIN 0.188 WALL THK
CONCRETE CAP
R
6" STANDARD BOLLARD
N.T.S.
FINISH GRADE
NOTE:
1. INDUSTRIAL FIXTURE BASE THE SAME EXCEPT POLE
IS 25 FT STRAIGHT, 5" STEEL AND FUSED AT 10 AMPS
INSTALL WATERTIGHT INCLINE 30 AMP
FUSE HOLDER, FUSE AT 10 AMPS
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
8" x 8'-0" COPPER-CLAD
GROUND ROD. GROUND
POLE AND GREEN GROUND
WITH #10 BARE COPPER
2" PVC CONDUIT
AND CONDUCTORS
TO NEXT PULL BOX
AND POWER SOURCE
UNDISTURBED
NATIVE SOIL
LENGTH OF CONDUIT VARIES
4 #5 REBAR
ANCHOR BASE POLE
FOR 21' POLE
ANCHOR BOLTS
BY POLE SUPLIER
INSTALL 2 #10 AND 1 # 10
BARE COPPER GROUND UP POLE
TO LIGHT FIXTURE, GROUND
LIGHT FIXTURE
1" PVC
CONDUIT
#3 REBAR
AT 12" O.C.
CONCRETE
PER SPEC
INSTALL JUNCTION BOX 3' TO
10' AWAY FROM POWER
SOURCE.
GROUND POLE TO GROUND
WIRE TO GROUND ROD,
#10 BARE COPPER
90°
180°
0°
270°
Ø 15"
BOLT CIRCLE
PLAN VIEW
NYC 20"
Ø 3/4"
HOT DIP GALVANIZED
L-TYPE ANCHOR BOLTS
(4 PER POST)
CORRIDOR STREET LIGHTING W/ CONCRETE BASE
N.T.S.
S
2'-0"
6'-0"
CI
TY
O F
O
RE
M
O
RE
M , U
T
N
O
RT
H
ST
AT
E
ST
EN
GI
N
EE
RI
N G
DI
VI
SI
O
N
CO
M M
U N
IT
Y
DE
VE
LO
PM
EN
T
DE
SC
RI
PT
IO
N
BY
RE
V
DA
TE
CH
EC
KE
D
DR
AW
N
DE
SI
GN
TL
N
SCSC
JU
LY
JU
LY
JU
LY
DT05
DE
TA
IL
S
P- S
PO
LI
CE
D
EP
AR
TM
EN
T
SE
CU
RI
TY
W
AL
L
PR
O
JE
CT
N U
M
BE
R:
5-
Z:
\D
S_
EN
G\
EN
G_
PR
O
JE
CT
S\
\2 5-
7-
M
IS
C
PO
LI
CE
D
EP
AR
TM
EN
T
SE
CU
RI
TY
W
AL
L\
DE
SI
GN
\D W
G\
-0
D
ET
AI
LS
.D
NOTE:
1. CUT ASPHALT T-PATCH TO WIDTH OF TRENCH, CONSTRUCT PIPELINE & RESTORE SUB-SURFACE. THEN CUT ASPHALT 12" WIDER THAN THE TRENCH ON EACH SIDE. REMOVE ASPHALT & FINISH RESTORATION. IF
TRENCH WALLS COLLAPSE OR WIDEN CUT 12" FROM THAT NEW FINAL WIDTH
BACKFILL IN ROADWAYS OR PARKING AREAS BACKFILL FOR OUTSIDE OF ROADWAYS OR PARKING AREAS
GRADATION
NON-LOAD
NON-LOAD
LOAD
ROADWAY
D
C
B
A
TOP SOIL
REUSE
SPOILS
BACKFILL
UTBC/
SUBBASE
ZONE
TYPE
90%
90%
95%
95%
-6"
-6"
-6"
-3/4"(UTBC)
-3" (SUBBASE)
NOT
SPECIFIED
NOT
SPECIFIED
MAX 12"
MAX 12"
COMPACTION
BACK FILL MATERIAL
LIFT THICKNESS
AASHTO T-180
AASHTO T-180
TEST
2. LONGITUDINAL EDGE OF A ROADWAY PATCH SHALL BE CUT TO THE NEAREST SEAM OR ROAD
STRIPING (AND/OR OUT OF THE WHEEL-PATH OF VEHICLES
3. NEW TRENCHES WITHIN 10 FT OF ONE ANOTHER SHALL BE COMBINED INTO A SINGLE PATCH
4. PATCHES EXTENDING MORE THAN 3 4 OF A ROADWAYS WIDTH SHALL BE EXTENDED TO THE FULL
WIDTH OF THE ROAD (GUTTER TO GUTTER). WHEN TRENCHING IS WITHIN 24" OF A CURB AND GUTTER THE REMOVAL OF THE SURFACE LAYERS MUST BE EXTENDED ALL THE WAY TO THE LIP OF GUTTER
SLOPE AS REQUIRED
UTBC AND SUBBASE
WHERE APPLICABLE
AT SPECIFIED THICKNESS
ASPHALT
(MIN. 4" THICK)
SEE NOTE 7
SLOPE AS
REQUIRED
5. PLACE ASPHALT CONCRETE IN LIFTS NO GREATER THAN 3", OR LESS THAN 2"
6. T-PATCH REQUIRED FOR ALL FINAL ASPHALT PAVEMENT RESTORATION
7. ASPHALT THICKNESS WILL MATCH THE EXISTING ASPHALT THICKNESS PLUS 1", WITH A MINIMUM OF
4". IF EXISTING ASPHALT THICKNESS IS 6" OR GREATER, THEN THE ASPHALT PATCH WILL MATCH THE
EXISTING THICKNESS.
8. LIMIT LENGTH OF OPEN TRENCHES TO 200 LINEAL FEET DAY OR NIGHT
T
TRENCH DETAILS
N.T.S.
ZONE A
ZONE B
ZONE D
ZONE C12"12"
SEE M-4 PIPE ZONES SEE M-4 PIPE ZONES
FLOW
WALK
STREET
PLAN VIEW
SECTION A-A
NOTE:
1. REBAR #4 BARS SPACED A MAX 14" O.C. HORIZ. AND
VERT. 14" OVER LAP ON REBAR REQUIRED.
A A
CROSS GUTTER INSTALLATIONS REQUIRE BICYCLE SAFE HEAVY DUTY
(D&L C-2670 OR EQUIVALENT). CURB FACED INLET GRATE INSTALLATIONS
REQUIRE BICYCLE SAFE HEAVY DUTY GRATED LID & RING (D&L I-3517 OR
APPROVED EQUIVALENT)
SHALL BE USED W/ ADJUSTABLE CURB BOX. SEE PRE-TREATMENT CATCH
BASIN & SUMP DRAWING FOR CROSS SECTIONS.
STANDARD CATCH BASIN
N.T.S.
V
4'-0" 3'-0"
5" (TYP.)
2'-0"
5" (TYP.)
6"
1'-0"
FINISH GRADE
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 #: MPL3 P40S 40K MVOLT TG3 QSM GN PR7
PLLL L30
7. ARM ADAPTER PART #: BHDF QSM GN
8. ROADWAY ARM PART #: OVC 45IN 1A TN GN
9. POLE PART #: NYS 21 FTB 20D EO8 GN
INSTALL WATERTIGHT INCLINE 30 AMP
FUSE HOLDER, FUSE AT 10 AMPS
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
INSTALL JUNCTION BOX 3' TO
10' AWAY FROM POWER
SOURCE.
5/8" x 8'-0" COPPER-CLAD
GROUND ROD. GROUND
POLE AND GREEN GROUND
WITH #10 BARE COPPER
2" PVC CONDUIT
AND CONDUCTORS
TO NEXT PULL BOX
AND POWER SOURCE
UNDISTURBED
NATIVE SOIL
LENGTH OF
CONDUIT
VARIES
LEAVE CONCRETE 3-4" BELOW FINISH GRADE,
FILL IN WITH NATIVE SOIL
INSTALL 2 #10 AND 1 #10 B.C. GROUND
UP POLE TO LIGHT FIXTURE. GROUND LIGHT FIXTURE
WITH #10 B.C.
FILL VOID WITH
CONCRETE
ANCHOR BASE POLE
FOR 21' POLE
BOLT POLE TO FOUNDATION.
GROUND POLE TO GROUND
WIRE TO GROUND ROD, #10
BARE COPPER
1" PVC
CONDUIT
180°
90°
0°
270°
Ø 15"
BOLT CIRCLE
PLAN VIEW
CORRIDOR STREET LIGHTING
N.T.S.
U
6" DIA.
2'-0"
6'-0"
12" DIA. MIN.
3" MIN.
CI
TY
O F
O
RE
M
O
RE
M , U
T
N
O
RT
H
ST
AT
E
ST
EN
GI
N
EE
RI
N G
DI
VI
SI
O
N
CO
M M
U N
IT
Y
DE
VE
LO
PM
EN
T
DE
SC
RI
PT
IO
N
BY
RE
V
DA
TE
CH
EC
KE
D
DR
AW
N
DE
SI
GN
TL
N
SCSC
JU
LY
JU
LY
JU
LY
DT06
DE
TA
IL
S
T- W
PO
LI
CE
D
EP
AR
TM
EN
T
SE
CU
RI
TY
W
AL
L
PR
O
JE
CT
N U
M
BE
R:
5-
Z:
\D
S_
EN
G\
EN
G_
PR
O
JE
CT
S\
\2 5-
7-
M
IS
C
PO
LI
CE
D
EP
AR
TM
EN
T
SE
CU
RI
TY
W
AL
L\
DE
SI
GN
\D W
G\
-0
D
ET
AI
LS
.D
INSTALL STRUCTURAL
ENGINEERED FILL IN
EXCAVATED SOFT SPOT
ROADBASE
HMA
SOFT SPOT REPAIR - GRANULAR BORROW
INSTALL 12" ROADBASE
INSTALL 5" HMA (1
2" PG 64-34)
5"
12"
MOISTURE CONDITION
AND COMPACT DISTURBED
SUBGRADE
SOFT SPOT REPAIR - POST ASPHALT
REMOVE & DISPOSE OF
A MINIMUM OF 2' OF SUBGRADE
IN SOFT SPOT AREAS OR AS
APPROVED BY THE
CONSTRUCTION ENGINEER
RECONSTRUCTION SECTION
REMOVE & DISPOSE OF
A MINIMUM OF 17" OF EXISTING
PAVEMENT SECTION OR
AS APPROVED BY THE
CONSTRUCTION ENGINEER
X
SOFT SPOT REPAIR
N.T.S.
2.9
5.3
5.3
5.4
5.4
10.0
2.0
3.7
4.8
5.5
7.5
9.0
2.75
4.9
6.4
7.4
10.0
14.0
4.0
7.1
9.3
11.8
14.6
18.0
7.5
13.2
17.3
20.0
27.0
33.0
5.3
9.4
12.3
14.2
19.3
24.0
8"
10"
12"
14"
16"
1502.02.02.02.03.42.4
6"
--AABC, G, H D, E, F
4"
WATER
DESIGN PSI
REDUCER ONE
SIZE
REDUCTION
22.5° & 11.25°
ELBOW BEND
30° ELBOW
BENDS
45° ELBOW
BENDS
90° ELBOW &
CROSSES
IN LINE VAVLE,
TEE OR END
PLUG
PIPE SIZE
(INCHES)
WATERLINE THRUST BLOCK BEARING AREA (SQ. FEET)
DIRECT BEARING THRUST BLOCKS
THE AREA OF BEARING
PER THRUST BLOCK TO
EQUAL THE FULL AREA
SPECIFIED FOR THE
LARGEST PIPE
THE AREA OF
BEARING PER
THRUST BLOCK TO
EQUAL 12 THE AREA
SPECIFIED FOR THE
LARGEST PIPE
SEE NOTE 4
Z
THRUST BLOCK SIZES
N.T.S.
SECTION THROUGH MANHOLE
NOTE:
1. PRECAST MANHOLE CONE AND SECTIONS TO MEET AASHTO
HS-20 LOADING SPECIFICATION
4% M
IN.
4% M
IN
TROUGH REQ'D
PRECAST MANHOLE CONE
AND SECTIONS REQ'D
D&L A-1180 SOLID MANHOLE COVER AND
FRAME OR APPROVED EQUIVALENT REQ'D
LID TO READ "STORM DRAIN"
USE CONE IF GRADE PERMITS
USE FLAT LID IF REQUIRED BY GRADE
REVERSIBLE HARDWARE
NOT ALLOWED
Y
48" - 72" PRECAST STORM DRAIN MANHOLE
N.T.S.
48" - 72"
VA
R
IE
S
4" BOLLARD
N.T.S.
AA
2' 10 58"
4"
3' MIN.
2' 5 38"
1 18"
A
A
SECTION A-A
8" WALL
4 12" DIAMETER
5 78" DIAMETER
ADDITIONAL MATERIAL WILL NEED TO BE WELDED
ONTO CITY PROVIDED BOLLARDS
NOTES:
1. STAINLESS STEEL BOLLARDS WILL BE PROVIDED BY CITY
2. CITY PROVIDED BOLLARDS MUST BE ADJUSTED TO MEET
DETAIL REQUIREMENTS
1'
6" MIN.
EXISTING CONCRETE
CI
TY
O F
O
RE
M
O
RE
M , U
T
N
O
RT
H
ST
AT
E
ST
EN
GI
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it. Updated .