VINEYARD STANDARD DRAWINGS TABLE OF CONTENTS · 2017-01-18 · town of vineyard ada parking and passenger loading zone 22. central island curb landscape curb half cross section splitter

VINEYARD STANDARD DRAWINGS ADOPTED SEPTEMBER 1, 2016

VINEYARD STANDARD DRAWINGS

TABLE OF CONTENTS

Standard Street Intersection and Utility Locations ……….....………………………………………………………………. 1

Standard Utility Locations in Knuckle ………………………………………………………………………………………….……. 1A

Standard Street Cross Sections and Utility Locations ……………………………………………………………………….. 2

Boulevard Street Cross Sections and Utility Locations ……………………………………………………………………... 3

Curb, Gutter, and Sidewalk Details …………………………………………………………………………………………………… 4

Curb Details ……………………………………………………………………………………………………………………………………… 5

Typical Curb Approach ……………………………………………………………………………………………………………………… 6

Standard Curb Return at Intersection ………………………………………………………………………………………………. 7

Pedestrian Access …………………………………………………………………………………………………………………………….. 7A

Pedestrian Access Mid Block …………………………………………………………………………………………………………….. 7B

Standard Curb Face Inlet Detail ………………………………………………………………………………………………………… 8

Mountable Curb Face Inlet Detail ………………………………………………………………………………………………..…… 8A

Manhole Access Curb Inlet Box (Combo Box) Detail …………………………………………………………………………. 9

Storm Drain Junction Box Detail ………………………………………………………………………………………………………. 9A

Typical Land Drain Manhole Detail …………………………………………………………………………………………………… 10

Standard Cul-De-Sac …………………………………………………………………………………………………………………………. 11

Standard Knuckle ……………………………………………………………………………………………………………………………… 12

Typical Trench Section ……………………………………………………………………………………………………………………… 13

Typical Sewer Manhole Detail ………………………………………………………………………………………………………….. 14

Typical Manhole on Existing Pipe ……………………………………………………………………………………………………… 14A

Typical Sampling Manhole ………………………………………………………………………………………………………………… 15

Typical Sewer Outside Drop Manhole ………………………………………………………………………………………………. 16

Fire Hydrant and Water Valve Detail ………………………………………………………………………………………………… 17

Thrust Block Details ………………………………………………………………………………………………………………………….. 18

Typical Culinary Water Connection …………………………………………………………………………………………………… 19

Typical Meter Assembly ……………………………………………………………………………………………………………………. 19A

Backflow Prevention Assembly …………………………………………………………………………………………………………. 19B

Typical Sewer Lateral ………………………………………………………………………………………………………………………… 20

Typical Grease Trap ………………………………………………………………………………………………………………………….. 21

ADA Parking and Passenger Loading Zone ………………………………………………………………………………………… 22

110-Foot Roundabout for Local Street Intersection ………………………………………………………………………….. 23

Survey Monument Placement in Pavement ……………………………………………………………………………………… 24

Typical Street / Stop Sign Installation Detail ……………………………………………………………………………………… 25

Typical Street Light 1 ………………………………………………………………………………………………………………………… 26

Typical Street Light 2 ………………………………………………………………………………………………………………………… 27

Typical Street Light 3 ………………………………………………………………………………………………………………………… 28

Concrete Pole Base (Street Light) ……………………………………………………………………………………………………… 29

4-Inch Foundation Drain Detail ………………………………………………………………………………………………………… 30

TYPICAL STREET INTERSECTION WITH UTILITIES

LEGEND

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STANDARD STREET INTERSECTION

AND UTILITY LOCATIONS1

LEGEND

TYPICAL STREET KNUCKLE WITH UTILITIES

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STANDARD UTILITY LOCATIONS

IN KNUCKLE1A

56' LOCAL STREET CROSS-SECTIONLOOKING NORTH OR WEST

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STANDARD STREET CROSS SECTIONS

AND UTILITY LOCATIONS2

102' BOULEVARD STREET CROSS-SECTIONLOOKING NORTH OR WEST

LEFT SIDE HALF WIDTH

RIGHT SIDE HALF WIDTH

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BOULEVARD STREET CROSS SECTION

AND UTILITY LOCATIONS3

MOUNTABLE CURB

SIDEWALK SECTION

CROSS GUTTER SECTION

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CURB, GUTTER, AND SIDEWALK

DETAILS4

BARRIER CURB

NON-CARRY TYPE CURB &

GUTTER

TYPICAL CURB & GUTTER

FLAT CURB BORDER

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CURB DETAILS 5

A

A

ELEVATION

PLAN

SECTION A-A TYPICAL CURB & GUTTER

SECTION A-A MOUNTABLE CURB

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TYPICAL

CURB APPROACH6

SECTION A-A

A

A

ELEVATION

PLAN VIEW

DOME DETAIL DETECTABLE WARNING PANEL

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STANDARD CURB RETURN

AT INTERSECTION7

7a

SECTION A-A

ELEVATION

PLAN VIEW

DOME DETAIL DETECTABLE WARNING PANEL

A

A

MINIMUM RAMP LENGTH

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PEDESTRIAN ACCESS 7A

DETECTABLE WARNING PANEL

DOME DETAIL

PLAN VIEW

SECTION A-A

A

A

7b

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PEDESTRIAN ACCESS

MID BLOCK7B

SINGLE INLET PLAN VIEW

MULTIPLE INLET PLAN VIEW

SECTION A-A

A A

A A

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STANDARD CURB FACE INLET

DETAIL8

SECTION A-A

SINGLE INLET PLAN VIEW

MULTIPLE INLET PLAN VIEW

A A

A A

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MOUNTABLE CURB INLET

DETAIL8A

BB

SECTION A-A

MANHOLE ACCESS CURB INLET BOX (COMBO BOX) DETAILS

BOX TOP VIEW SECTION B-B

LID TOP VIEW TOP VIEW WITHCONCRETE COLLAR

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MANHOLE ACCESS CURB INLET BOX

(COMBO BOX) DETAIL9

ELEVATION SECTION

PLAN VIEW

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STORM DRAIN JUNCTION BOX

DETAIL9A

AA

ELEVATION SECTION

SECTION A-A

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TYPICAL

LAND DRAIN MANHOLE DETAIL10

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STANDARD CUL-DE-SAC 11

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STANDARD KNUCKLE 12

ASPHALT SURFACE

GRAVEL SURFACE

TURF SURFACE

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TYPICAL TRENCH SECTION 13

ELEVATION SECTION

AA

SECTION A-A

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TYPICAL

SEWER MANHOLE DETAIL14

PLAN VIEW

SECTION A-A

A A

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TYPICAL

MANHOLE ON EXISTING PIPE14A

SECTION A-A

ELEVATION SECTION

AA

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TYPICAL

SAMPLING MANHOLE15

ELEVATION SECTION

SECTION A-A

AA

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TYPICAL SEWER

OUTSIDE DROP MANHOLE16

FIRE HYDRANT & WATER VALVE

CULINARY WATER VALVE

CONCRETE COLLAR

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FIRE HYDRANT AND WATER VALVE

DETAIL17

USE WHEN LINE PRESSURE AND SOIL BEARING

STRENGTH ARE NOT KNOWN.

LINE PRESSURE: 120 psi

TEST PRESSURE (sf = 1 .5): 180 psi

SOIL BEARING STRENGTH: 1,500 psi

AREA OF BEARING REQUIRED (sq. ft.)

PIPE

SIZE

(")

PIPE

AREA

(sq. in.)

DEAD

END

OR

TEE

(lbs.)

90°

BEND

(lbs.)

45°

BEND

(lbs.)

22.5°

BEND

(lbs.)

11.25°

BEND

(lbs.)

USE WHEN LINE PRESSURE AND SOIL BEARING

STRENGTH ARE KNOWN.

LINE PRESSURE: psi

TEST PRESSURE (sf = 1.5): psi

SOIL BEARING STRENGTH: psf

(SOIL BEARING STRENGTH DETERMINED FROM A GEOTECHNICAL

INVESTIGATION.)

SIDE THRUST (lbs.) PER 1 PSI LINE PRESSURE

PIPE

SIZE

(")

PIPE

AREA

(sq. in.)

DEAD

END

OR

TEE

(lbs.)

90°

BEND

(lbs.)

45°

BEND

(lbs.)

22.5°

BEND

(lbs.)

11.25°

BEND

(lbs.)

TABLE 1 TABLE 2

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THRUST BLOCK

DETAILS18

TAP ON PVC

PIPE

TABLE

1 2 3 4 5

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TYPICAL CULINARY WATER

CONNECTION19

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TYPICAL

METER ASSEMBLY19A

SECTION C-C

BACKFLOW PREVENTIONASSEMBLY ENCLOSURES

LIST OF MATERIALS

ITEM QTY SIZE DESCRIPTION

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BACKFLOW PREVENTION

ASSEMBLY 19B

STUB FOR NEW CONSTRUCTION

TIE TO EXISTING CONSTRUCTION

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TYPICAL

SEWER LATERAL20

REFER TO LATEST TIMPANOGOS SPECIAL SERVICE

DISTRICT (TSSD) WASTEWATER COLLECTION SYSTEM

STANDARDS AND SPECIFICATIONS FOR GREASE TRAP

SIZING AND DETAILS

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TYPICAL

GREASE TRAP21

MIN

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M N

UM

BE

R O

F A

CC

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SIB

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PA

RK

ING

SP

AC

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AD

A S

TA

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SIG

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(5)

TO

TA

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BE

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F

PA

RK

ING

SP

AC

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PR

OV

IDE

D (

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UM

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MB

ER

OF

AC

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SS

IBLE

PA

RK

ING

SP

AC

ES

(60

" &

96

" A

ISLE

S

VA

N A

CC

ES

SIB

LE

PA

RK

ING

SP

AC

ES

WIT

H

MIN

. 96

" W

IDE

AC

CE

SS

AIS

LE

AC

CE

SS

IBL

E P

AR

KIN

G

SP

AC

ES

WIT

H M

IN. 60"

WID

E A

CC

ES

S A

ISLE

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ADA PARKING AND

PASSENGER LOADING ZONE22

CENTRAL ISLAND CURB

LANDSCAPE CURB

HALF CROSS SECTION

SPLITTER ISLAND CURB

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110-FOOT ROUNDABOUT

FOR LOCAL STREET INTERSECTION23

CAP PLAN

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SURVEY MONUMENT PLACEMENT

IN PAVEMENT24

VIN EYARD

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TYPICAL STREET / STOP SIGN

INSTALLATION DETAIL25

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TYPICAL STREET LIGHT 1 26

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TYPICAL STREET LIGHT 2 27

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TYPICAL STREET LIGHT 3 28

0°

90°270°

180°

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CONCRETE POLE BASE

(STREET LIGHT)29

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4-INCH FOUNDATION DRAIN

DETAIL30