2-2026 Sewer Rehab Project Construction Drawings.pdf

PDF 7 MB Posted Mar 6, 2026

Attached to: 2026 Sewer Replacement Project
Solicitation number: 25-041
Issued by: Utah

About this file

Written by GovTribe AI · Mar 5, 2026

This document comprises construction drawings for the City of Orem, Utah's 2026 Sewer Replacement Project (Project Number 25-041), prepared by design engineer Samuel Cuessy in March 2026. The project encompasses the installation of sixteen 60-inch sanitary sewer manholes, 3,180 linear feet of 8-inch SDR35 PVC sanitary sewer pipe, 1,555 linear feet of 8-inch ductile iron water pipe, and 5,640 square yards of roadway reconstruction with 4-inch asphalt (PG 58-28), along with associated improvements including curb, gutter, sidewalk restoration, fire hydrant installations, and water valve replacements. The work extends across multiple street segments within Orem including 450 East, 550 East, 630 North, 800 West, Atlantis Drive, Main Street, and Crest Drive, with a construction completion date of September 12, 2026. The nine construction drawing sheets provide detailed plans, elevations, and specifications for sewer lateral reconnections, utility coordination, and surface restoration requirements across the project areas.

The contractor is responsible for survey staking, potholing and locating all existing utilities, developing and implementing a Storm Water Pollution Prevention Plan (SWPPP) for city approval, and maintaining driveway access to all properties during construction. Key coordination requirements include notifications to the Utah Transit Authority regarding bus routes, Enbridge Gas for any line conflicts requiring relocation, and the Orem City Sign Shop for street sign removal and relocation. The contractor must repair all damage to asphalt, curb, gutter, sidewalk, sprinklers, and landscaping, raise all manhole covers and water valves with concrete collars to match new asphalt surface elevation, and maintain asphalt joints at striping locations rather than wheel paths. Bypass pumping may be required depending on groundwater conditions encountered in the field, with no price adjustment permitted. Contact information for project managers overseeing sewer, water, storm drain, streets, street lights, signs, traffic control, and SWPPP implementation is provided throughout the drawings.

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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: MARCH 2026

2000 NORTH

1600 NORTH

1200 NORTH

800 NORTH

400 NORTH

CENTER ST

400 SOUTH

800 SOUTH

1200 SOUTH

1600 SOUTH

2000 SOUTH

N S

GENERAL INFORMATION

PROJECT NUMBER: 25-041

SHEET

IRR IRRIGATION

OC ON CENTER

OUTSIDE DIAMETEROD

LIP OF GUTTER

NOT IN CONTRACT

NOT TO SCALE

NIC

NTS

MH MANHOLE

SIDEWALK

TOP OF WALK

TOP OF CONCRETE

TELEPHONE

EOA EDGE OF ASPHALT

END VERTICAL CURVE

FIRE HYDRANT

INSIDE DIAMETER

GAS

EVC

FLOW LINE

CONTROL POINT

DUCTILE IRON

END CURB RETURN

ECR

EC END CURVE

ELEVATION

CTV

CABLE TV

TYP

WATER

TYPICAL

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

CONC

CMP

CAST IRON

CLEANOUT

CONCRETE

BVC

BM BENCH MARK

CATCH BASIN

R/W

STA

PVC

PRV

ASPHALT CONCRETE

BEGIN CURVE

BEGIN CURB RETURN

.BCR

POC

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

400 SOUTH

CONTACTS

GENERAL NOTES

TOP OF ASPHALTTA

ANGLE POINTAP

2026 SEWER REPLACEMENT

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.

CONSTRUCTION COMPLETION DATE IS SEPTEMBER 12, 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.

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) 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.

8) 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.

9) 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.

10) WHENEVER FEASIBLY POSSIBLE THE CONTRACTOR IS REQUIRED TO HAVE

ALL ASPHALT JOINTS PLACED AT THE STRIPING LOCATIONS AND NOT IN THE

WHEEL PATH LOCATIONS.

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.

12) 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

800 WEST ATLANTIS DRIVE

ATLANTIS DRIVE

700 NORTH

PROJECT

AREAS

450 EAST 550 EAST

400 NORTH

CREST DRIVE

1200 NORTH

TITLENUMBER

TITLE SHEET1

INDEX2

SS1

450 EAST STA. 00+00 TO 05+06

630 NORTH STA. 50+00 TO 53+20

800 WEST STA. 10+00 TO 15+74

ATLANTIS DR STA. 53+20 TO 58+14

450 EAST STA. 05+60 TO 7+46

550 EAST STA. 60+00 TO 64+45

MAIN STREET STA. 80+00 TO 84+00

CREST DRIVE STA. 00+00 TO 02+00

CREST DRIVE STA. 02+00 TO 7+46

SS2

SS3

SS4

SS5

SS6

SS7

SS8

SS9

DESIGN ENGINEER SAMUEL CUESSY 229-7542

PROJECT MANAGER TOM NISSON 229-7331

SEWER RYAN JOHNSON 229-7481

WATER QUINN FENTON 229-7546

STORM DRAIN RICK SABEY 229-7545

STREETS BILL PETERSON 229-7537

STREET LIGHTS SHAUN BRIDGES 229-7584

SIGNS TRENT MALLINSON 229-7519

TRAFFIC CONTROL JOHN DORNY 229-7320

SWPPP RYAN CASPER 229-7573

1200 SOUTH

N S

MAIN STREET

60" Ø SS MANHOLE #02

STATION: 53+67.66

OFFSET: 0.000

N N

SS LATERAL RECONNECT

REMOVE AND DISPOSE OF

EXISTING SS MANHOLE

5° B

8" 22.5° BEND

8" MJ X 6" FL TEE

ABANDON EXISTING

WATER VALVE

INSTALL NEW FIRE

HYDRANT ASSEMBLY

-2 .9

-3

-3 .2

-2

-2 .7

-3

-2 .9

-3

ABANDON EXISTING

FIRE HYDRANT

8" GATE VALVE

-0 .8

-1

SSSS

W in

W 4in W 4in W 4in W 4in W 4in

2i n

/4 in

W 3/4in

P P

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 G G

G G

W 8in

W 8in W 8in W 8in W 8in W 8in W 8in

W in

630 NORTH

351.13' OF 8" SDR35 PVC @ 0.40%

60" Ø SS MANHOLE #01

STATION: 50+16.53

OFFSET: 0.000

CONNECT EXISTING PIPE

TO NEW STRUCTURE (2)

N N

REMOVE AND DISPOSE OF

EXISTING SS MANHOLE

NOTES

1. CONTRACTOR TO FIELD VERIFY SEWER LATERAL SIZE AND MATERIAL.

2. SEWER LATERAL RECONNECTS REQUIRE STAINLESS STEEL FERNCO SHEAR RINGS OR APPROVED EQUIVALENT TO CONNECT

NEW PIPE TO EXISTING PIPE.

3. CONTRACTOR REQUIRED TO REPAIR ALL DAMAGE TO ASPHALT, CURB, GUTTER, SIDEWALK, SPRINKLERS, AND LANDSCAPING.

4. BYPASS PUMPING MAY OR MAY NOT BE REQUIRED. 630 NORTH SEWER HAS VERY LITTLE FLOW. EXACT FLOW

DATA AND ALL EQUIPMENT NEEDED FOR BYPASS PUMPING WILL BE DETERMINED IN THE FIELD BY THE

CONTRACTOR. NO PRICE ADJUSTMENT SHALL BE MADE.

5.ASPHLAT PAVING JOINTS NOT ALLOWED IN VEHICLE WHEEL PATHS.

6.CONTACT MANNY TORRES WITH ENBRIDGE GAS AT 801-376-8798 TWO WEEKS PRIOR TO ANY WORK THAT MAY BE IN CONFLICT

WITH ENBRIDGE GAS'S LINES AND REQUIRE RELOCATION.

8" 45° BEND

INSTALL NEW 8"

DI WATERLINE

C E

CONNECT NEW WATERLINE

TO EXISTING WATERLINE

N N

CONNECT NEW 8" WATERLINE TO EXISTING

8" WATERLINE WITH 8" 45° BEND AND SLEEVE.

ABANDON EXISTING 4" WATER MAIN. PLUG

END WITH MJ CAP AND MEGALUGS.

Overhead Power and Fiber

54+00

15'

49+35 49+50 50+00 50+50 51+00 51+50 52+00 52+50 53+00 53+50 54+00 54+50 55+00

351.13' OF 8" SDR35 PVC @ 0.40%

Existing 3/4" Water Service Station ≈ 51+97.10

Existing 3/4" Water Service Station ≈ 50+77.53

Existing 3/4" Water Service Station ≈ 52+32.67

Existing 3/4" Water Service Station ≈ 53+28.04

Existing 3/4" Water Service Station ≈ 53+48.82

Existing 3/4" Water Service Station ≈ 53+75.04

Existing 3/4" Water Service Station ≈ 53+84.05

Existing 3/4" Water Service Station ≈ 54+72.54

Existing 3/4" Water Service Station ≈ 54+34.53

Existing 3/4" Gas Service Station ≈ 54+61.34

Existing 3/4" Gas Service Station ≈ 54+43.90

Existing 2" Gas Main Station ≈ 53+60.64

Existing 3/4" Gas Service Station ≈ 52+16.45

Existing Ground

REMOVE AND DISPOSE

EXISTING CONCRETE SEWER PIPE

REMOVE AND DISPOSE EXISTING

6" CONCRETE SEWER PIPE

SS LATERAL RECONNECT

SS LATERAL

RECONNECT

SS LATERAL RECONNECT

SS LATERAL

RECONNECT

SS LATERAL RECONNECT

INSTALL NEW 8" DI WATERLINE

" Ø

S S

H O

N : 5

: 4

V O

U T:

V O

U T:

" Ø

S S

H O

N : 5

: 4

V O

U T:

M U

O R

E N

O F

M , U

N G

M M

U N

SCALE: 1" = 40' (11"x 17" SHEET SIZE)

400 TL

SCSC

SS1

MATCHLINE STATION 54+25

MATCHLINE SHEET SS2

N O

N U

\2 5-

\D W

-0

.D W

LEGEND

4" THICK ASPHALT (3

8" PG 58-28)

-2.7% P

SSSS

SS SS

SSSS

SS SS

SSSS

4i n

R in

W 4in

W 4in W 4inW 4in W 4in W 4in

W 4in

W 3/4in

W 3/4in W

3/4in

SS 8in

G 2in

G 2in G 2in

G 2in

G G

W 4in

W 8in

W 8in W 8in W 8in W 8in

W 8in

N O

ATLANTIS DR

379.61' OF 8" SDR35 PVC @ 0.45%

59.50' OF 8" SDR35 PVC @ 2.72%-0.7%

-1.7%

-0.8%

-1 .8

-1.0% -1 .9

-1 .9

60" Ø SS MANHOLE #03

STATION: 57+47.27

OFFSET: 0.000

60" Ø SS MANHOLE #04

STATION: 58+06.77

OFFSET: 0.000

N N

CONNECT EXISTING PIPE

TO NEW STRUCTURE (2)

CONNECT EXISTING PIPE

TO NEW STRUCTURE

REMOVE AND DISPOSE OF

EXISTING SS MANHOLE

NOTES

1.CONTRACTOR TO FIELD VERIFY SEWER LATERAL SIZE AND MATERIAL.

2.SEWER LATERAL RECONNECTS REQUIRE STAINLESS STEEL FERNCO SHEAR RINGS OR APPROVED EQUIVALENT TO

CONNECT NEW PIPE TO EXISTING PIPE.

3.CONTRACTOR REQUIRED TO REPAIR ALL DAMAGE TO ASPHALT, CURB, GUTTER, SIDEWALK, SPRINKLERS, AND LANDSCAPING.

4.BYPASS PUMPING MAY OR MAY NOT BE REQUIRED. ATLANTIS DR SEWER HAS VERY LITTLE FLOW. EXACT FLOW

DATA AND ALL EQUIPMENT NEEDED FOR BYPASS PUMPING WILL BE DETERMINED IN THE FIELD BY THE

CONTRACTOR. NO PRICE ADJUSTMENT SHALL BE MADE.

6.CONTACT MANNY TORRES WITH ENBRIDGE GAS AT 801-376-8798 TWO WEEKS PRIOR TO ANY WORK THAT MAY BE IN

CONFLICT WITH ENBRIDGE GAS'S LINES AND REQUIRE RELOCATION.

REMOVE AND DISPOSE OF

EXISTING SS MANHOLE

8" GATE VALVE

CONNECT NEW WATERLINE

TO EXISTING WATERLINE

INSTALL DROP MANHOLE SECTION

INSTALL NEW 8"

DI WATERLINE

ABANDON EXISTING 4" WATER MAIN.

PLUG WITH MJ CAPSS

O N

8" X 4" REDUCER

4" SLEEVE

53+00

0 56 +0

N N

8" 45° BEND

8" 22.5° BEND

8" 45° BEND (2)

C E

53+10 53+50 54+00 54+50 55+00 55+50 56+00 56+50 57+00 57+50 58+00 58+50

379.61' OF 8" SDR35 PVC @ 0.45%

Existing 3/4" Water Service Station ≈ 53+28.04

Existing 3/4" Water Service Station ≈ 53+48.82

Existing 3/4" Water Service Station ≈ 53+75.04

Existing 3/4" Water Service Station ≈ 53+84.05

Existing 3/4" Water Service Station ≈ 55+78.24

Existing 3/4" Water Service Station ≈ 54+72.54

Existing 3/4" Water Service Station ≈ 54+34.53

Existing 3/4" Water Service Station ≈ 56+21.53

Existing 3/4" Water Service Station ≈ 56+69.81

Existing 3/4" Water Service Station ≈ 57+24.65

Existing 3/4" Water Service Station ≈ 56+62.20

59.50' OF 8" SDR35 PVC @ 2.72%

Existing 3/4" Gas Service Station ≈ 57+04.26

Existing 3/4" Gas Service Station ≈ 56+00.88

Existing 3/4" Gas Service Station ≈ 55+91.59

Existing 3/4" Gas Service Station ≈ 54+61.34

Existing 3/4" Gas Service Station ≈ 54+43.90

Existing 2" Gas Main Station ≈ 53+60.64

Existing Ground

REMOVE AND DISPOSE EXISTING

6" CONCRETE SEWER PIPE

REMOVE AND DISPOSE EXISTING

6" CONCRETE SEWER PIPE

SS LATERAL RECONNECT

INSTALL NEW 8" DI WATERLINE

" Ø

S S

H O

N : 5

: 4

V O

U T:

V O

U T:

" Ø

S S

H O

N : 5

: 4

V O

U T:

" Ø

S S

H O

N : 5

: 4

V O

U T:

V O

U T:

M U

O R

E N

C H

E S

O N

O F

M , U

N G

M M

U N

SCALE: 1" = 40' (11"x 17" SHEET SIZE)

SCSC

SS2

. 5 3+

N U

\2 5-

\D W

-0

.D W

LEGEND

4" THICK ASPHALT ( 38" PG 58-28)

O R

52 47

PP PP

P P

SSSS

IRR 24in

4i n

W 12in W 12in W 12in W 12in W 12in W 12in W 12in

W 12in

6i n

W W W

W in W in

5i n

2i n

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 G

G in

800 WEST

264.53' OF 10" SDR35 PVC @ 0.33%

278.22' OF 10" SDR35 PVC @ 0.33%

60" Ø SS MANHOLE #05

STATION: 10+16.04

OFFSET: 0.000

60" Ø SS MANHOLE #06

STATION: 12+96.76

OFFSET: 0.000

60" Ø SS MANHOLE #07

STATION: 15+61.29

OFFSET: 0.000

CONNECT NEW STRUCTURE

TO EXISTING PIPE (3)

EXISTING SURVEY MONUMENT. CONTRACTOR

SHALL NOTIFY UTAH COUNTY SURVEYOR AND

APPLY FOR A "SURVEY MONUMENT EXCAVATION

PERMIT" AT LEAST 72 HOURS PRIOR TO

DISTURBING OR REMOVAL OF ANY MONUMENT.

CONTRACTOR SHALL BE RESPONSIBLE FOR

ANY PERMIT FEES AND FOR ANY DAMAGE

CAUSED TO THE SURVEY MONUMENT.

CONNECT NEW STRUCTURE

TO EXISTING PIPE

N N

REMOVE AND DISPOSE OF

EXISTING SS MANHOLE

REMOVE AND DISPOSE OF

EXISTING SS MANHOLE

ABANDON EXISTING IRRIGATION PIPE

FILL ENDS WITH 1.5X DIAMETER

WITH CONCRETE

NOTES

1. CONTRACTOR TO FIELD VERIFY SEWER LATERAL SIZE AND MATERIAL.

2. SEWER LATERAL RECONNECTS REQUIRE STAINLESS STEEL FERNCO SHEAR RINGS OR APPROVED

3. EQUIVALENT TO CONNECT NEW PIPE TO EXISTING PIPE.

4. CONTRACTOR REQUIRED TO REPAIR ALL DAMAGE TO ASPHALT, CURB, GUTTER, SIDEWALK, SPRINKLERS, AND LANDSCAPING.

5. BYPASS PUMPING REQUIRED FOR 400 SOUTH. 400 SOUTH SEWER AVG FLOW: 0.25 MGD. 800 WEST SEWER HAS VERY LITTLE FLOW AND BYPASS PUMPING MAY OR MAY NOT BE REUIRED. ALL EQUIPMENT NEEDED FOR BYPASS PUMPING WILL BE DETERMINED IN THE FIELD BY THE CONTRACTOR. NO PRICE

ADJUSTMENT SHALL BE MADE.

6. ASPHALT PAVING JOINTS NOT ALLOWED IN VEHICLE WHEEL PATHS

7. CONTACT MANNY TORRES WITH ENBRIDGE GAS AT 801-376-8798 TWO WEEKS PRIOR TO ANY WORK THAT MAY

BE IN CONFLICT WITH ENBRIDGE GAS'S LINES AND REQUIRE RELOCATION.

ABANDON EXISTING IRRIGATION PIPE

FILL ENDS WITH 1.5X DIAMETER

WITH CONCRETE

PROTECT 16" WATERLINE IN PLACE.

BRACE IF NEEDED

Existing Aerial Fiber Line

10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50

278.22' OF 10" SDR35 PVC @ 0.33%

Existing 16" Water Main Station ≈ 10+36.19

Existing Fiber Line Station ≈ 10+48.96

Existing Power Line Station ≈ 10+51.30

Existing 3/4" Water Service Station ≈ 13+20.08

Existing 3/4" Water Service Station ≈ 12+25.11

Existing 3/4" Water Service Station ≈ 13+70.98

Existing 3/4" Gas Service Station ≈ 11+79.04

Existing 3/4" Gas Service Station ≈ 12+90.71

Existing 3/4" Gas Service Station ≈ 13+42.80

Existing 3/4" Gas Service Station ≈ 14+45.79

Existing 3/4" Gas Service Station ≈ 15+45.85

Existing 8" Water Main Station ≈ 14+65.58

264.53' OF 10" SDR35 PVC @ 0.33%

Existing 2" Fiber Line Station ≈ 11+84.99

Existing Ground

REMOVE AND DISPOSE EXISTING

10" CONCRETE SEWER PIPEREMOVE AND DISPOSE EXISTING

10" CONCRETE SEWER PIPE

SS LATERAL RECONNECT

ABANDON EXISTING IRRIGATION PIPE

FILL ENDS WITH 1.5X DIAMETER

WITH CONCRETE

" Ø

S S

H O

N : 1

: 4

" I

N V

" I N

V O

U T:

" Ø

S S

H O

N : 1

: 4

" I

N V

" I N

V O

U T:

" Ø

S S

H O

N : 1

: 4

" I

N V

" I N

" I

N V

O U

M U

O R

E N

O F

M , U

N G

M M

U N

SCALE: 1" = 40' (11"x 17" SHEET SIZE)

SCSC

SS3

T O

N U

\2 5-

\D W

-0

.D W

LEGEND

5" THICK ASPHALT (1

2" PG 58-28)

P P

W in W in

W in

W 4in W 4in W 4in W 4in W 4in W 4in W 4in W 4in W 4in W 4in

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 G

450 EAST

N O

325.60' OF 8" SDR35 PVC @ 0.50% 313.47' OF 8" SDR35 PVC @ 0.50%

60" Ø SS MANHOLE #09

STATION: 3+87.24

OFFSET: 0.000

60" Ø SS MANHOLE #08

STATION: 0+61.63

OFFSET: 0.000

N N

CONNECT EXISTING PIPE

TO NEW STRUCTURE (2)

REMOVE AND DISPOSE OF

EXISTING SS MANHOLE

REMOVE AND DISPOSE OF

EXISTING SS MANHOLE

NOTES

1.CONTRACTOR TO FIELD VERIFY SEWER LATERAL SIZE AND MATERIAL.

2.SEWER LATERAL RECONNECTS REQUIRE STAINLESS STEEL FERNCO SHEAR RINGS OR APPROVED EQUIVALENT TO CONNECT

NEW PIPE TO EXISTING PIPE.

3.CONTRACTOR REQUIRED TO REPAIR ALL DAMAGE TO ASPHALT, CURB, GUTTER, SIDEWALK, SPRINKLERS, AND LANDSCAPING.

4.BYPASS PUMPING MAY OR MAY NOT BE REQUIRED. 450 EAST SEWER HAS VERY LITTLE FLOW. EXACT FLOW

DATA AND ALL EQUIPMENT NEEDED FOR BYPASS PUMPING WILL BE DETERMINED IN THE FIELD BY THE

CONTRACTOR. NO PRICE ADJUSTMENT SHALL BE MADE.

5.ASPHALT PAVING JOINTS NOT ALLOWED IN VEHICLE WHEEL PATHS.

6.CONTACT MANNY TORRES WITH ENBRIDGE GAS AT 801-376-8798 TWO WEEKS PRIOR TO ANY WORK THAT MAY BE IN CONFLICT

WITH ENBRIDGE GAS'S LINES AND REQUIRE RELOCATION.

Existing Aerial Fiber Line

' 15

0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50

325.60' OF 8" SDR35 PVC @ 0.50%

313.47' OF 8" SDR35 PVC @ 0.50%

Existing 3/4" Water Service Station ≈ 2+35.11 Existing 3/4" Water Service

Station ≈ 3+22.50

Existing 3/4" Water Service Station ≈ 3+76.88

Existing 3/4" Water Service Station ≈ 4+76.24

Existing 12" Storm Pipe Station ≈ 0+73.67

Existing 3/4" Water Service Station ≈ 5+24.97

Existing 3/4" Gas Service Station ≈ 5+11.88

Existing 3/4" Gas Service Station ≈ 3+30.88

Existing 3/4" Gas Service Station ≈ 2+59.65

Existing 4" Gas Main Station ≈ 0+66.46

Existing 3/4" Gas Service Station ≈ 4+28.98

Existing Ground

REMOVE AND DISPOSE EXISTING

6" CONCRETE SEWER PIPE

REMOVE AND DISPOSE EXISTING

6" CONCRETE SEWER PIPE

SS LATERAL RECONNECT

" Ø

S S

H O

N : 3

+8 7.

T R

: 4

O U

" Ø

S S

H O

N : 0

+6 1.

T R

: 4

O U

M U

O R

E N

O F

M , U

N G

M M

U N

SCALE: 1" = 40' (11"x 17" SHEET SIZE)

SCSC

SS4

. 0 0+

N U

\2 5-

\D W

-0

.D W

LEGEND

C H

5" THICK ASPHALT (12" PG 58-28)

W 6in W 6in W 6inW 4in W 4in W 4in

G 2in G 2in G 2in G 2in G 2in G 2in G 2in G 2in

G G

450 EAST

313.47' OF 8" SDR35 PVC @ 0.50%

60" Ø SS MANHOLE #10

STATION: 7+00.71

OFFSET: 0.000

N N

REMOVE AND DISPOSE OF

EXISTING SS MANHOLE

NOTES

1. CONTRACTOR TO FIELD VERIFY SEWER LATERAL SIZE AND MATERIAL.

2. SEWER LATERAL RECONNECTS REQUIRE STAINLESS STEEL FERNCO SHEAR RINGS OR APPROVED

EQUIVALENT TO CONNECT NEW PIPE TO EXISTING PIPE.

3. CONTRACTOR REQUIRED TO REPAIR ALL DAMAGE TO ASPHALT, CURB, GUTTER, SIDEWALK, SPRINKLERS, AND LANDSCAPING.

4. BYPASS PUMPING MAY OR MAY NOT BE REQUIRED. 450 EAST SEWER HAS VERY LITTLE FLOW. EXACT FLOW DATA AND ALL EQUIPMENT NEEDED FOR BYPASS PUMPING WILL BE DETERMINED IN THE FIELD BY THE

CONTRACTOR. NO PRICE ADJUSTMENT SHALL BE MADE.

5. ASPHALT PAVING JOINTS NOT ALLOWED IN VEHICLE WHEEL PATHS

6. CONTACT MANNY TORRES WITH ENBRIDGE GAS AT 801-376-8798 TWO WEEKS PRIOR TO ANY WORK THAT MAY

BE IN CONFLICT WITH ENBRIDGE GAS'S LINES AND REQUIRE RELOCATION.

' 15

4+60 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50

313.47' OF 8" SDR35 PVC @ 0.50%

Existing 3/4" Water Service Station ≈ 4+76.24

Existing 3/4" Water Service Station ≈ 5+24.97

Existing 3/4" Water Service Station ≈ 5+85.61

Existing 3/4" Water Service Station ≈ 6+64.26

Existing 3/4" Gas Service Station ≈ 5+11.88

Existing Ground

REMOVE AND DISPOSE EXISTING

6" CONCRETE SEWER PIPE

SS LATERAL RECONNECT

" Ø

S S

H O

N : 7

+0 0.

T R

: 4

O U

M U

O R

E N

O F

M , U

N G

M M

U N

SCALE: 1" = 40' (11"x 17" SHEET SIZE)

SCSC

SS5

. 0 5+

N U

\2 5-

\D W

-0

.D W

C H

P P

SS 6in SS 6in SS 6in SS 6in

inSS SS

W 6in

W in

W 6in W 6in W 6in W 6in

W in W in

W 4in W 4in W 4in W 4in W 4in

FO FO FO

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 G

G in G in

G in in in in in

550 EAST

N O

335.84' OF 8" SDR35 PVC @ 0.35%

60" Ø SS MANHOLE #11

STATION: 60+55.46

OFFSET: 0.000

60" Ø SS MANHOLE #12

STATION: 63+91.30

OFFSET: 0.000

N N

CONNECT EXISTING PIPE

TO NEW STRUCTURE (3)

REMOVE AND DISPOSE OF

EXISTING SS MANHOLE

REMOVE AND DISPOSE OF

EXISTING SS MANHOLE

REMOVE AND REPLACE

EXISTING IRRIGATION PIPE

NOTES

1. CONTRACTOR TO FIELD VERIFY SEWER LATERAL SIZE AND MATERIAL.

2. SEWER LATERAL RECONNECTS REQUIRE STAINLESS STEEL FERNCO SHEAR RINGS OR APPROVED

EQUIVALENT TO CONNECT NEW PIPE TO EXISTING PIPE.

3. CONTRACTOR REQUIRED TO REPAIR ALL DAMAGE TO ASPHALT, CURB, GUTTER, SIDEWALK, SPRINKLERS, AND LANDSCAPING.

4. BYPASS PUMPING MAY OR MAY NOT BE REQUIRED. 550 EAST SEWER HAS VERY LITTLE FLOW. EXACT FLOW DATA AND ALL EQUIPMENT NEEDED FOR BYPASS PUMPING WILL BE DETERMINED IN THE FIELD BY THE

CONTRACTOR. NO PRICE ADJUSTMENT SHALL BE MADE.

5. ASPHALT PAVING JOINTS NOT ALLOWED IN VEHICLE WHEEL PATHS.

6. CONTACT MANNY TORRES WITH ENBRIDGE GAS AT 801-376-8798 TWO WEEKS PRIOR TO ANY WORK THAT MAY

BE IN CONFLICT WITH ENBRIDGE GAS'S LINES AND REQUIRE RELOCATION.

' 15

60+00 60+50 61+00 61+50 62+00 62+50 63+00 63+50 64+00 64+50 65+00 65+50

335.84' OF 8" SDR35 PVC @ 0.35%

Existing 3/4" Water Service Station ≈ 60+89.72

Existing 3/4" Water Service Station ≈ 61+82.52

Exisitng 18" Irrigation Pipe Station ≈ 61+97.65

Existing 6" Water Main Station ≈ 63+65.95

Existing 3/4" Gas Service Station ≈ 60+87.48

Existing 3/4" Gas Service Station ≈ 61+02.82

Existing 3/4" Gas Service Station ≈ 62+94.86

Existing 12" Storm Pipe Station ≈ 63+60.65

Existing Ground

REMOVE AND DISPOSE EXISTING

8" CONCRETE SEWER PIPE

SS LATERAL RECONNECT

" Ø

S S

H O

N : 6

: 4

V O

U T:

" Ø

S S

H O

N : 6

: 4

V O

U T:

M U

O R

E N

O F

M , U

N G

M M

U N

SCALE: 1" = 40' (11"x 17" SHEET SIZE)

SCSC

SS6

. 6 0+

N U

\2 5-

\D W

-0

.D W

LEGEND

N E

C O

7 47

SS 8in SS 8in SS 8in SS 8in SS 8in

5i n

SSSS

SD 15in SD 15in SD 15in SD 15in SD 15in SD 15in SD 15in SD 15in

4i n

SD 24in SD 24in

SSSD

W 8in W 8in W 8in W 8in W 8in W 8in W 8in W 8in W 8in W 8in

W 12in

6i n

FO FO FO FO FO FO FO FO FO FO FO FO FO

G in G in

G in

G 2in

G in

G 12in G 12in G 12in G 12in G 12in G 12in G 12in G 12in G 12in G 12in G 12in G 12in G 12in

G 2in G 2in G 2in G 2in G 2in G 2in G 2in G 2in G 2in G 2in G 2in

G G

S O

MAIN STREET

334.62' OF 8" SDR35 PVC @ 0.37%

60" Ø Ex. SS Manhole #1

STATION: 80+40.48

OFFSET: 0.000

60" Ø SS Manhole #13

STATION: 83+75.10

OFFSET: 0.000

N N

CONNECT NEW PIPE TO

EXISTING STRUCTURE

REMOVE AND DISPOSE OF

EXISTING SS MANHOLE

CONNECT NEW STRUCTURE

TO EXISTING PIPE

REMOVE AND DISPOSE OF

EXISTING SS MANHOLEABANDON EXISTING IRRIGATION PIPE

FILL ENDS WITH 1.5X DIAMETER

WITH CONCRETE

NOTES

1. CONTRACTOR TO FIELD VERIFY SEWER LATERAL SIZE AND MATERIAL.

2. SEWER LATERAL RECONNECTS REQUIRE STAINLESS STEEL FERNCO SHEAR RINGS OR

APPROVED EQUIVALENT TO CONNECT NEW PIPE TO EXISTING PIPE.

3. CONTRACTOR REQUIRED TO REPAIR ALL DAMAGE TO ASPHALT, CURB, GUTTER, SIDEWALK, SPRINKLERS, AND LANDSCAPING.

4. BYPASS PUMPING MAY OR MAY NOT BE REQUIRED. MAIN STREET SEWER HAS VERY LITTLE FLOW. EXACT FLOW DATA AND ALL EQUIPMENT NEEDED FOR BYPASS PUMPING WILL BE DETERMINED IN THE FIELD BY THE

CONTRACTOR. NO PRICE ADJUSTMENT SHALL BE MADE.

5. ASPHALT PAVING JOINTS NOT ALLOWED IN VEHICLE WHEEL PATHS

6. CONTACT MANNY TORRES WITH ENBRIDGE GAS AT 801-376-8798 TWO WEEKS PRIOR TO ANY WORK THAT MAY

BE IN CONFLICT WITH ENBRIDGE GAS'S LINES AND REQUIRE RELOCATION.

PRESERVE AND PROTECT

EXISTING SURVEY MONUMENT

16'

80+00 80+50 81+00 81+50 82+00 82+50 83+00 83+50 84+00 84+50 85+00 85+50

334.62' OF 8" SDR35 PVC @ 0.37%334.62' OF 8" SDR35 PVC @ 0.37%

Existing 16" Water Main Station ≈ 80+56.22

Existing 3/4" Water Service Station ≈ 82+42.88

Existing 3/4" Water Service Station ≈ 82+97.10

Existing 3/4" Water Service Station ≈ 83+25.50

Existing 3" Power Line Station ≈ 81+51.38

Existing 3/4" Gas Service Station ≈ 83+03.15

Existing 3/4" Gas Service Station ≈ 82+33.24

Existing 3/4" Gas Service Station ≈ 81+45.63

Existing Ground

REMOVE AND DISPOSE EXISTING

8" CONCRETE SEWER PIPE

SS LATERAL RECONNECT

Ex . Ex

ABANDON EXISTING IRRIGATION PIPE

FILL ENDS WITH 1.5X DIAMETER

WITH CONCRETE

" Ø

E x.

S S

M an ho le

: 8 0+

T R

: 4

" I N

" I

N V

O U

" Ø

S S

M an ho le

: 8 3+

T R

: 4

O U

M U

O R

E N

O F

M , U

N G

M M

U N

SCALE: 1" = 40' (11"x 17" SHEET SIZE)

SCSC

SS7

N S

T O

N U

\2 5-

\D W

-0

.D W

W in

W 6in

W 6in W 6in

W 6in

SS 8in SS 8in SS 8in SS 8in

W in W in

G 2in G 2in G 2in G 2in

G 2in

G G

P P

CREST DRIVE

60" Ø SS Manhole #14

STATION: 2+25.11

OFFSET: 0.000

W 8in W 8in W 8in W 8in

W 8in

CONTRACTOR TO KEEP EXISTING

WATERLINE IN SERVICE UNTIL NEW

WATERLINE PASSES ALL TESTING AND

OREM CONSTRUCTION ENGINEER

APPROVES ABANDONING OLD WATERLINE

8" SLEEVE

8" X 8" TAPPING TEE WITH THRUST BLOCK

ABANDON EXISTING WATER VALVE

8" GATE VALVE

8" SLEEVE

8" 45° BEND

INSTALL NEW 8" DI WATERLINE

SS LA

TERAL R

ECONNECT

PLUG EXISTING WATERLINE

WITH MJ CAP AND MEGA LUGS

REMOVE AND DISPOSE

OF EXISTING SSMH

REPLACE EXISTING CROSS GUTTER

NOTES:

1. CONTRACTOR TO FIELD VERIFY SEWER LATERAL SIZE AND MATERIAL.

2. SEWER LATERAL RECONNECTS REQUIRE STAINLESS STEEL FERNCO SHEAR RINGS OR

APPROVED EQUIVALENT TO CONNECT NEW PIPE TO EXISTING PIPE.

3. CONTRACTOR REQUIRED TO REPAIR ALL DAMAGE TO ASPHALT, CURB, GUTTER,

SIDEWALK, SPRINKLERS, AND LANDSCAPING.

4. BYPASS PUMPING IS REQUIRED. CREST DRIVE HAS VERY LITTLE FLOW . EXACT FLOW

DATA AND ALL EQUIPMENT NEEDED FOR BYPASS PUMPING WILL BE DETERMINED IN THE

FIELD BY THE CONTRACTOR. NO PRICE ADJUSTMENT SHALL BE MADE.

5. INSTALL WATER TIGHT SEAL BELL JOINT CLAMP UNDER EVERY SEWER MAIN OR LATERAL

WITHIN 10' OF ANY NEW WATERLINE JOINTS. SEE DETAIL W SHEET D6

6. ASPHALT PAVING JOINTS NOT ALLOWED IN VEHICLE WHEEL PATHS

C E

PLUG EXISTING TEE

-3.9% -2.6%

-3.

TOP

4733.42

-1 .2

-0

-4 .8

-3

-4 .5

-3

-4 .3

-3

+00

NEW W

ATER SERVICE (T

YP.)

M U

O R

E N

O F

M , U

N G

M M

U N

SCALE: 1" = 40' (11"x 17" SHEET SIZE)

SCSC

SS8

N U

\2 5-

\D W

-0

.D W

MATC

HLIN

E S

HEET S

MATC

HLIN

E S

TIO

N 2+

LEGEND

W 6i n

W 6in W 6in W 6in W 6in W 6i n

W 6in W 6in

SS 8in

SS 8inSS

SS SS SS

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 G

T T

P P

FO FO FO FO FO FO FO FO FO FO FO

SS 8in

60" Ø SS Manhole #14

STATION: 2+25.11

OFFSET: 0.000

60" Ø SS Manhole #15

STATION: 3+62.03

OFFSET: 0.000

60" Ø SS Manhole #16

STATION: 7+30.42

OFFSET: 41.723 R

CREST DRIVE

710 WEST

W 8in W 8in W 8in W 8in W 8in W 8in W 8in W 8in W 8in W 8in W 8in

W 8i n

INSTALL NEW FIRE

HYDRANT ASSEMBLY

° B

END

N N

8" TEE

6" SLEEVE

8" GATE VALVE

8" 22.5° BEND

ABANDON EXISTING

FIRE HYDRANT

REMOVE AND DISPOSE OF EXISTING SSMH

ABANDON EXISTING

WATER VALVE

PLUG EXISTING LINE WITH MJ CAP AND MEGA LUGS

8" X 6"

REDUCER

8" X 6"

REDUCER

CONNECT EXISTING SEWER PIPE TO NEW STRUCTURE

6" SLEEVE

CONNECT EXISTING

SEWER PIPE TO NEW

STRUCTURE (2)

REMOVE AND DISPOSE

OF EXISTING SSMH

NOTES

1. CONTRACTOR TO FIELD VERIFY SEWER LATERAL SIZE AND MATERIAL.

2. SEWER LATERAL RECONNECTS REQUIRE STAINLESS STEEL FERNCO SHEAR RINGS OR APPROVED EQUIVALENT

CONNECT NEW PIPE TO EXISTING PIPE.

3. CONTRACTOR REQUIRED TO REPAIR ALL DAMAGE TO ASPHALT, CURB, GUTTER, SIDEWALK, SPRINKLERS, AND LANDSCAPING.

4. BYPASS PUMPING MAY OR MAY NOT BE REQUIRED. CREST DR SEWER HAS VERY LITTLE FLOW. EXACT FLOW DATA AND ALL EQUIPMENT NEEDED FOR BYPASS PUMPING WILL BE DETERMINED IN THE FIELD BY THE

CONTRACTOR. NO PRICE ADJUSTMENT SHALL BE MADE.

5. CONTACT MANNY TORRES WITH ENBRIDGE GAS AT 801-376-8798 TWO WEEKS PRIOR TO ANY WORK THAT MAY

BE IN CONFLICT WITH ENBRIDGE GAS'S LINES AND REQUIRE RELOCATION.

INSTALL NEW 8" DI WATERLINE

MODIFIED ADA RAMP

-3 .9

-2

-3 .9

-3

-3 .9

-2

-3 .9

-3

-5 .1

-4

-4 .6

-4

-4 .7

-4

-4 .9

-4

-4.8%

-4.3%

17+00

17+90

C E

1+85 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+46

" Ø

S S

M an ho le

: 2 +2

: 4

V O

U T:

(S E)

" Ø

S S

M an ho le

: 3 +6

: 4

(N W

O U

136.92' OF 8" SDR35 PVC @ 0.35%

383.94' OF 8" SDR35 PVC @ 0.35%

Existing 3/4" Water Service Station ≈ 4+23.84

Existing 4" Sewer Lateral Station ≈ 4+17.56

Existing 3/4" Gas Service Station ≈ 3+78.04 Existing 2" Fiber Line Station ≈ 3+77.03

Existing 3/4" Water Service Station ≈ 3+51.47

Existing 3/4" Water Service Station ≈ 2+75.26

Existing 2" Power Line Station ≈ 2+31.09

Existing 3/4" Gas Service Station ≈ 2+38.75

Existing 3/4" Water Service Station ≈ 6+74.02

Existing 3/4" Gas Service Station ≈ 4+71.88

INSTALL NEW 8" DI WATERLINE

Existing Ground

REMOVE AND DISPOSE EXISTING

8" CONCRETE SEWER PIPE

REMOVE AND DISPOSE EXISTING

8" CONCRETE SEWER PIPE

Existing 3/4" Water Service Station ≈ 6+04.03

SS LATERAL RECONNECT

SS LATERAL RECONNECT SS LATERAL RECONNECT

SS LATERAL RECONNECT

Existing 3/4" Water Service Station ≈ 5+08.63

Ex .60

" Ø S

S M an ho le

N : 7

+3 0.

R T

: 4

(N W

O U

M U

O R

E N

O F

M , U

N G

M M

U N

SCALE: 1" = 40' (11"x 17" SHEET SIZE)

SCSC

SS9

N U

\2 5-

\D W

-0

.D W

C H

LEGEND

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

LOAD

ROADWAY

TOP SOIL

REUSE

SPOILS

BACKFILL

UTBC/

SUBBASE

ZONE

TYPE

90%

95%

-6"

-3/4"(UTBC)

-3" (SUBBASE)

NOT

SPECIFIED

NOT

SPECIFIED

MAX 12"

COMPACTION

BACK FILL MATERIAL

LIFT THICKNESS

AASHTO T-180

TEST

ZONE A

ZONE B

ZONE D

ZONE C12"12"

SEE M-4 PIPE ZONES SEE M-4 PIPE ZONES

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

TRENCH DETAILS

N.T.S.

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.

12" MIN.

MIN

12" MIN

O. D.

4" MIN

SAND

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.

O.D.

MIN

O.D.

12" MIN.

-3 4" GRANULAR

(SEE NOTE #6)

SAND

(SEE NOTE #6)

-2" MATERIAL (SEE NOTE #6)

-2" MATERIAL

MIN

12" MIN.

PIPE ZONES

N.T.S.

2.9

5.3

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

10"

12"

14"

16"

1502.02.02.02.03.42.4

--AABC, G, H D, E, F

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

THRUST BLOCK SIZES

N.T.S.

3" MIN - 6" MAX

6" MAX.

IN CUL DE SAC

25' 0"

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)

18" MIN. - 24" MAX.

TO FLANGE

FIRE HYDRANT ASSEMBLY

N.T.S.

O F

M , U

N G

M M

U N

A -N.T.S.

SCSC

DT1

A- D

N U

\2 5-

\D W

-0

TAPPING SADDLE

PVC, DUCTILE, OR CAST

DIRECT TAP

DUCTILE IRON AND CAST IRON PIPE

MAIN LINE

6" MIN.

6" MAX

6" MAX / 0" MIN

6" MINIMUM

NOTES:

1. 3/4" AND 1" TAPS FOR DUCTILE IRON PIPE 4" AND LARGER.

2. USE SAND ONLY FOR PIPE BEDDING.

3. ON EXISTING WATER MAINLINES OREM CITY WILL INSTALL

ALL TAPS 2" AND SMALLER.

4. IF USING POLY, INSERTS ARE REQUIRED AT THE

COMPRESSION FITTING.

5. TAPS MUST BE STAGGERED A MINIMUM OF 8" APART ON DI

AND 18" APART ON PVC.

6. SADDLES MUST BE DESIGNED FOR THE TYPE OF PIPE THEY

ARE BEING USED WITH, I.E. ROMAC 305, 306 OR EQUIVALENT

FOR PVC AND ROMAC 202NS (NYLON COATED) OR

EQUIVALENT FOR DI.

MAIN LINE

6" MAX / 0" MIN

PVC, DUCTILE,

OR CAST

STAINLESS STEEL

STAINLESS STEEL NUT

RUBBER GASKET

SADDLE BODY TO BE FUSION

BONDED AND EPOXY COATED

CORPORATION STOP IRON PIPE THREAD

ONLY. NO CC TAPER THREAD FORD FB1100

Q-NL OR APPROVED EQUAL

COMPRESSION JOINT W/ INSERT

14 GAUGE INSULATED SOLID

COPPER TRACER WIRE

WHEN USING POLYETHYLENE TUBING,

WIRE IS TO BE SPLICED WITH ALL

SERVICE CONNECTIONS AND COVERED

WITH CORROSION PROTECTION SUCH

AS GEL CAPS OR MASTIC PADS. TRACER

WIRE IS STILL REQUIRED WHEN USING

TYPE "K" COPPER.

14 GAUGE INSULATED SOLID

COPPER TRACER WIRE

TYPE "K" 3 4" OR 1" COPPER TUBING

OR BLUE HDPE CTS 200 PSI, SDR-9

AS APPROVED BY CITY OF OREM

CORPORATION STOP IRON PIPE THREAD ONLY.

NO CC TAPER THREAD FORD FB1100 Q-NL OR APPROVED EQUAL

DUCTILE IRON

COMPRESSION JOINT W/ INSERT

WHEN USING POLYETHYLENE TUBING,

WIRE IS TO BE SPLICED WITH ALL

SERVICE CONNECTIONS AND COVERED

WITH CORROSION PROTECTION

SUCH AS GEL CAPS OR MASTIC PADS.

TRACER WIRE IS STILL REQUIRED WHEN

USING TYPE "K" COPPER

WATERMAIN TAPS

N.T.S.

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.

RING & COVER

D&L SUPPLY TYPE B-5076-R1 AND B-5076-01

29" 4"

35" 30"

WATER METER RING AND COVER

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 INSTALLED WITHIN 6" ABOVE 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 INSTALLED TO THE MANUFACTURERS GUIDELINES

OR A REDUCED PRESSURE PRINCIPAL BACKFLOW PREVENTION ASSEMBLY. (SEE W-23).

24" 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.

18" PVC

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

BARE 6" OF TRACER WIRE AND WRAP

TIGHTLY AROUND SETTER. SECURE

WITH PIPE WRAP TAPE TO PROTECT

ALL BARE WIRE

3/4" & 1" SERVICE LINE INSTALLATION

N.T.S.

CORPORATION STOP IRON PIPE THREAD ONLY.

NO CC TAPER THREAD. FORD 1" FB100-4-Q-NL

OR APPROVED EQUAL

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WATER SERVICES OVER

OPTION #1

WATER SERVICES UNDER

OPTION #2

WATER MAINS UNDER

OPTION #3

NOTES:

1. CROSS REFERENCE WATER LATERAL

CROSSING SEWER.

2. ALL POLY LINE W/ COMPRESSION FITTINGS FOR

WATER SERVICES REQUIRE INSERTS

3. ANY PIECE OF PIPE SPLICED TO THE SERVICE

LINE MUST BE OF SAME MATERIAL AS EXISTING

PIPE.

CENTERED

TABLE OF DIMENSIONS

NO. SEWER MAIN OTHER

18" 2"

6"10' - 0"

18" 12" MIN.

O.D. + 12"O.D. + 20'

VARIES

VAR

IES

REFER TO THE SPECIFICATIONS

FOR CASING PLACEMENT

EXISTING

SERVICE LINE

OBSTRUCTION

COMPRESSION

COUPLING W/ INSERT

MATCH SIZE OF EXISTING

SERVICE LINE

EXISTING GROUND

OBSTRUCTION

REFER TO THE SPECIFICATIONS

FOR CASING PLACEMENT

EXISTING

SERVICE LINE

COMPRESSION

COUPLING W/ INSERT

INSULATION MUST BE INSTALLED

IF THERE IS NOT ADEQUATE

SEPARATION AND DEPTH

ATTACH TO EXISTING

MAIN WITH SLEEVE

OR COUPLING WITH

LOCKING FOLLOWERS

THRUST BLOCKS

AND TIE-DOWN

RESTRAINTS (2) #4 REBAR

INSTALL LOCKING

FOLLOWERS ON ALL BENDS

THRUST BLOCKS

AND TIE-DOWN

RESTRAINTS (2) #4 REBAR

INSTALL LOCKING

FOLLOWERS ON ALL BENDS

OBSTRUCTION CASING REQUIRED IF VERTICAL

SEPARATION CANNOT BE MET

WATERLINE LOOP

N.T.S.

DEEP DROP

SHALLOW DROP

SEE MANHOLE DETAIL SS-1 FOR MORE

DETAILS ON MANHOLE CONSTRUCTION.

NOTES:

1. CONCRETE PLACED AGAINST UNDISTURBED MATERIAL OR

SHEETING

2. EXTEND CASEMENT TO FIRST JOINT BEYOND EXCAVATION FOR

DROP CONNECTION

3. DROP PIPE TO BE SAME DIAMETER AS SEWER DISCHARGING INTO

MANHOLE FOR SEWERS UP TO AND INCLUDING 12" SIZE

4. IF THE ELEVATION DIFFERENCE FROM FLOWLINE IN TO FLOWLINE

OUT IS 12" TO 24" USE SHALLOW DROP DETAIL. IF IT IS GREATER

THAN 24" USE DEEP DROP DETAIL.

CONCRETE ENCASEMENT

(SEE NOTE #2)

JOINT

CUT OPENING IN PRECAST

MANHOLE BARREL AND SEAL

WITH NON-SHRINK MORTAR (TYP.)

JOINT

CONCRETE ENCASEMENT

8" MIN. COVER

DROP MANHOLE SECTION

N.T.S.

NOTES:

1. CLEANOUT REQ'D EVERY 75.

2. INSTALL ADDITIONAL CLEANOUT REQ'D 5'-0" MAX. FROM WALL OF BUILDING STRUCTURE.

3. CLEANOUT REQ'D 2' MIN. TO 4' MAX. FROM PROPERTY LINE.

4. IF FERNCO'S ARE USED THEY ARE REQUIRED TO BE SHEAR BANDS OR APPROVED EQUAL.

5. ALL SEWER LATERALS ARE REQUIRED TO HAVE A MINIMUM OF 2.0% SLOPE. A 1.0% MINIMUM

SLOPE MAY BE ALLOWED FOR THE FOLLOWING TYPES OF PIPE:

- SDR-35 PVC PIPE FOR 6" DIAMETER AND LARGER.

- ABS OR SCHEDULE 40 PVC PIPE FOR 4" DIAMETER.

6. IF THE DIAMETER OF THE SEWER LATERAL PIPE IS GREATER THAN HALF THE SIZE OF THE

SEWER MAIN LINE PIPE A MANHOLE SHALL BE PLACED AT THE MAIN LINE CONNECTION.

2'-0"

SEE M-4 PIPE ZONE

1'-0"

42" MIN COVER

AT PROPERTY LINE

5'-0" MAX

FROM WALL,

MIN 2'-0"

FROM ANY

STRUCTURE

2'-0"

SEE M-4 PIPE ZONES

SAFE TRENCH SLOPE

3/4" MINUS

MATERIAL

GROUT AROUND

CONNECTION TO

SEWER MAIN

SEWER LATERAL

CONNECTION SHALL

BE 45° TO THE CENTER

OF SEWER MAIN

B-101 WITH BOWL WAX OR EQUIVALENT.

INSERT-A-TEE CAN ONLY BE USED ON 8" OR LARGER PIPE

COUPLING

45 DEGREE BEND

4" SEWER PIPE MIN

SLOPE (SEE NOTE 5)

COUPLING

PVC

WYE-COMBO

4" SDR35 PVC

OR ABS PIPE

SEWER MAIN

COUPLING

BRASS CLEAN-

OUT PLUG

SEWER LATERAL CONNECTION

N.T.S.

SEE M-3 TRENCH DETAILS SEE M-3 TRENCH DETAILS

TRAFFIC RATED AREAS REQUIRE RING

AND COVER D&L SUPPLY M-9009 WITH

"SEWER" ON LID OR APPROVED EQUAL

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4% M

SECTION A-A

NOTE:

1. MANHOLE BASE AND PRECAST TO CONFORM TO ASTM C 478

2. NO 4" LATERAL CONNECTIONS ARE ALLOWED INTO

MANHOLES

3. NO STEPS ALLOWED

4. NO REVERSIBLE HARDWARE IS ALLOWED

5. MIN. 0.1' DROP THROUGH MANHOLE UNLESS NOTED

OTHERWISE

4% MIN.

FOUNDATION

6" MIN

PIPE

EMBEDMENT

SUITABLE

BACKFILL

6" MIN

4" MIN

5"21 2"

1'-3"

3'-0" CONE

SECTION

8" MIN

25" HARDWARE

INFRA-RISER, WHIRLYGIG, OR

APPROVED EQUIVALENT REQ'D

TO MAKE LID FLUSH W/ FINAL

SURFACE. (NO SHIMS ALLOWED.)

24 3/4" VENTED SEWER LID REQ'D

PRE-CAST BASE WITH

RUBBER BOOT

-1' GRANULAR AREA

UNDER BASE TO BE

COMPACTED TO 95%

PIPES VARY

IN SIZE

RESILIENT CONNECTION

BETWEEN PIPES AND

MANHOLE REQ'D

SET LEG IN

CONCRETE

BASE

PRECAST SEWER MANHOLE

N.T.S.

BELL JOINT CLAMP

1'-0" MIN

BELL JOINT CLAMP REQUIRED WHEN JOINT IS

WITHIN 10' OF SS LATERAL OR MAIN CROSSING

EXISTING SS LATERAL

1'-0"

INSTALL WARNING TAPE 1' ABOVE

AND PARALLEL TO SS LATERAL

8"-12" CLASS 350

DI WATERLINE

NOTES:

1. MINIMUM 12" TO 18" CLEARANCE BETWEEN WATERLINE AND SS LATERAL WATERLINE / SS LATERAL CROSSING DETAIL

N.T.S.

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

CURB

WALL

5' FLARE MIN.

5' FLARE

0.2"

HEIGHT VARIES

6'-6"

1-1/2"

DETECTABLE WARNINGS

RAISED TRUNCATED DOMES

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 6"

MODIFIED ADA RAMP

N.T.S.

1-1/8"

TYPICAL SECTION

DRIVE APPROACH

1'-6"4'

1'-5"2'-1"2'-6"

1-12" 6-12"

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.)

6' MONOLITHIC CURB, GUTTER, AND SIDEWALK CROSS SECTIONS

N.T.S.

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1-1/8"

TYPICAL SECTION

DRIVE APPROACH

1'-6"4'

1'-5"2'-1"2'-6"

1-12" 6-12"

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.)

6' MONOLITHIC CURB, GUTTER, AND SIDEWALK CROSS SECTIONS

N.T.S.

5'-0"

9" 7"

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)

5' CONCRETE CROSS GUTTER

N.T.S.

VARIES VARIES

VARIES

2% MIN. TO 7% MAX. 2% MIN. TO 7% MAX.

℄ CROWN 4" THICK HMA (38" PG 58-28)

EXISTING CONCRETE CURB, GUTTER & SIDEWALK

ROADBASE (8" THICK MINIMUM)

VARIES

Existing Subgrade

ROADBASE

HMA (4" 38" PG 58-28)

VARIES

8" MINIMUM

MOISTURE CONDITION

AND COMPACT DISTURBED

SUBGRADE

ROADWAY SECTION

SHEETS SS1, SS8, SS9

PAVEMENT RECONSTRUCT SECTION

FINE GRADE AND

COMPACT ROADBASE

PAVEMENT RECONSTRUCTION SECTION

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File details come from the government source that posted it. Updated Mar 5, 2026.