Standard Drawings
VINEYARD STANDARD DRAWINGS TABLE OF CONTENTS Standard Street Intersection and Utility Locations ……….....………………………………………………………………. Standard Utility Locations in Knuckle ………………………………………………………………………………………….……. Standard Street Cross Sections and Utility Locations ……………………………………………………………………….. Boulevard Street Cross Sections and Utility Locations ……………………………………………………………………... Curb, Gutter, and Sidewalk Details …………………………………………………………………………………………………… Curb Details ……………………………………………………………………………………………………………………………………… Typical Curb Approach ……………………………………………………………………………………………………………………… Standard Curb Return at Intersection ………………………………………………………………………………………………. Pedestrian Access …………………………………………………………………………………………………………………………….. Pedestrian Access Mid Block …………………………………………………………………………………………………………….. Standard Curb Face Inlet Detail ………………………………………………………………………………………………………… Mountable Curb Face Inlet Detail ………………………………………………………………………………………………..…… Manhole Access Curb Inlet Box (Combo Box) Detail …………………………………………………………………………. Storm Drain Junction Box Detail ………………………………………………………………………………………………………. Typical Land Drain Manhole Detail …………………………………………………………………………………………………… Standard Cul-De-Sac …………………………………………………………………………………………………………………………. Standard Knuckle ……………………………………………………………………………………………………………………………… Typical Trench Section ……………………………………………………………………………………………………………………… Typical Sewer Manhole Detail ………………………………………………………………………………………………………….. Typical Manhole on Existing Pipe ……………………………………………………………………………………………………… Typical Sampling Manhole ………………………………………………………………………………………………………………… Typical Sewer Outside Drop Manhole ………………………………………………………………………………………………. Fire Hydrant and Water Valve Detail ………………………………………………………………………………………………… Thrust Block Details ………………………………………………………………………………………………………………………….. Typical Culinary Water Connection …………………………………………………………………………………………………… Typical Meter Assembly ……………………………………………………………………………………………………………………. Backflow Prevention Assembly …………………………………………………………………………………………………………. Typical Sewer Lateral ………………………………………………………………………………………………………………………… Typical Grease Trap ………………………………………………………………………………………………………………………….. ADA Parking and Passenger Loading Zone ………………………………………………………………………………………… 110-Foot Roundabout for Local Street Intersection ………………………………………………………………………….. Survey Monument Placement in Pavement ……………………………………………………………………………………… Typical Street / Stop Sign Installation Detail ……………………………………………………………………………………… Typical Street Light 1 ………………………………………………………………………………………………………………………… Typical Street Light 2 ………………………………………………………………………………………………………………………… Typical Street Light 3 ………………………………………………………………………………………………………………………… Concrete Pole Base (Street Light) ……………………………………………………………………………………………………… 4-Inch Foundation Drain Detail ………………………………………………………………………………………………………… VINEYARD STANDARD DRAWINGS
1 1A 2 3 4 5 6 7 7A 7B 8 8A 9 9A 10 11 12 13 14 14A 15 16 17 18 19 19A 19B 20 21 22 23 24 25 26 27 28 29 30
ADOPTED SEPTEMBER 1, 2016
TYPICAL STREET INTERSECTION WITH UTILITIES LEGEND
STANDARD STREET INTERSECTION AND UTILITY LOCATIONS TOWN OF VINEYARD
1
TYPICAL STREET KNUCKLE WITH UTILITIES LEGEND
STANDARD UTILITY LOCATIONS IN KNUCKLE TOWN OF VINEYARD
1A
56' LOCAL STREET CROSS-SECTION LOOKING NORTH OR WEST
STANDARD STREET CROSS SECTIONS AND UTILITY LOCATIONS TOWN OF VINEYARD
2
LEFT SIDE HALF WIDTH
RIGHT SIDE HALF WIDTH
102' BOULEVARD STREET CROSS-SECTION LOOKING NORTH OR WEST
BOULEVARD STREET CROSS SECTION AND UTILITY LOCATIONS TOWN OF VINEYARD
3
MOUNTABLE CURB
SIDEWALK SECTION
CROSS GUTTER SECTION
CURB, GUTTER, AND SIDEWALK DETAILS TOWN OF VINEYARD
4
TYPICAL CURB & GUTTER
FLAT CURB BORDER
NON-CARRY TYPE CURB & GUTTER
BARRIER CURB CURB DETAILS TOWN OF VINEYARD
5
A
PLAN
A
ELEVATION
SECTION A-A TYPICAL CURB & GUTTER
SECTION A-A MOUNTABLE CURB
TYPICAL CURB APPROACH TOWN OF VINEYARD
6
A
A PLAN VIEW
ELEVATION
SECTION A-A
DOME DETAIL
DETECTABLE WARNING PANEL STANDARD CURB RETURN AT INTERSECTION TOWN OF VINEYARD
7
A
A
PLAN VIEW
ELEVATION
MINIMUM RAMP LENGTH
SECTION A-A
DOME DETAIL
DETECTABLE WARNING PANEL PEDESTRIAN ACCESS TOWN OF VINEYARD
7a 7A
A
A
PLAN VIEW
DETECTABLE WARNING PANEL
SECTION A-A
DOME DETAIL
PEDESTRIAN ACCESS MID BLOCK TOWN OF VINEYARD
7b 7B
A
A
A
A
SINGLE INLET PLAN VIEW
MULTIPLE INLET PLAN VIEW
SECTION A-A
STANDARD CURB FACE INLET DETAIL TOWN OF VINEYARD
8
A
A
A
A
SINGLE INLET PLAN VIEW
MULTIPLE INLET PLAN VIEW
SECTION A-A
MOUNTABLE CURB INLET DETAIL TOWN OF VINEYARD
8A
SECTION A-A
TOP VIEW WITH CONCRETE COLLAR
B
B
LID TOP VIEW
BOX TOP VIEW
SECTION B-B
MANHOLE ACCESS CURB INLET BOX (COMBO BOX) DETAILS
MANHOLE ACCESS CURB INLET BOX (COMBO BOX) DETAIL TOWN OF VINEYARD
9
PLAN VIEW
ELEVATION SECTION
STORM DRAIN JUNCTION BOX DETAIL TOWN OF VINEYARD
9A
A
A
ELEVATION SECTION
SECTION A-A TYPICAL LAND DRAIN MANHOLE DETAIL TOWN OF VINEYARD
10
STANDARD CUL-DE-SAC TOWN OF VINEYARD
11
STANDARD KNUCKLE TOWN OF VINEYARD
12
ASPHALT SURFACE
GRAVEL SURFACE
TURF SURFACE
TYPICAL TRENCH SECTION TOWN OF VINEYARD
13
A
A
ELEVATION SECTION
SECTION A-A TYPICAL SEWER MANHOLE DETAIL TOWN OF VINEYARD
14
A
A
PLAN VIEW
SECTION A-A
TYPICAL MANHOLE ON EXISTING PIPE TOWN OF VINEYARD
14A
A
A
ELEVATION SECTION
SECTION A-A TYPICAL SAMPLING MANHOLE TOWN OF VINEYARD
15
A
A
ELEVATION SECTION
SECTION A-A TYPICAL SEWER OUTSIDE DROP MANHOLE TOWN OF VINEYARD
16
CULINARY WATER VALVE CONCRETE COLLAR
FIRE HYDRANT & WATER VALVE
FIRE HYDRANT AND WATER VALVE DETAIL TOWN OF VINEYARD
17
TABLE 1
TABLE 2
USE WHEN LINE PRESSURE AND SOIL BEARING STRENGTH ARE KNOWN. L INE PRESS URE : psi TES T PRES SURE (sf = 1.5): psi S OIL BE ARING STRENG TH: psf (SOIL B EARING STRENGTH DE TERMINED FRO M A GE OTE CHNICAL INV ES TIGA TION.)
L INE PRESS URE : 1 20 psi TEST PRESS URE (sf = 1 .5): 1 80 psi S OIL BE ARING STRENG TH: 1,500 psi
SIDE THRUST (lbs.) PER 1 PSI LINE PRESSURE PIPE PIPE SIZE AREA (") (sq. in.)
DEAD END OR TEE (lbs.)
90° BEND (lbs.)
45° BEND (lbs.)
22.5° BEND (lbs.)
USE WHEN LINE PRESSURE AND SOIL BEARING STRENGTH ARE NOT KNOWN.
11.25° BEND (lbs.)
AREA OF BEARING REQUIRED (sq. ft.) PIPE PIPE SIZE AREA (") (sq. in.)
DEAD END OR TEE (lbs.)
90° BEND (lbs.)
45° BEND (lbs.)
THRUST BLOCK DETAILS TOWN OF VINEYARD
22.5° BEND (lbs.)
11.25° BEND (lbs.)
18
TAP ON PVC PIPE
TABLE 1
2
3
4
TYPICAL CULINARY WATER CONNECTION TOWN OF VINEYARD
5
19
TYPICAL METER ASSEMBLY TOWN OF VINEYARD
19A
LIST OF MATERIALS ITEM
QTY
SIZE
DESCRIPTION
BACKFLOW PREVENTION ASSEMBLY ENCLOSURES
SECTION C-C
BACKFLOW PREVENTION ASSEMBLY TOWN OF VINEYARD
19B
STUB FOR NEW CONSTRUCTION
TIE TO EXISTING CONSTRUCTION
TYPICAL SEWER LATERAL TOWN OF VINEYARD
20
REFER TO LATEST TIMPANOGOS SPECIAL SERVICE DISTRICT (TSSD) WASTEWATER COLLECTION SYSTEM STANDARDS AND SPECIFICATIONS FOR GREASE TRAP SIZING AND DETAILS TYPICAL GREASE TRAP TOWN OF VINEYARD
21
ADA PARKING AND PASSENGER LOADING ZONE
TOWN OF VINEYARD
22
TOTAL NUMBER OF PARKING SPACES PROVIDED (PER LOT)
TOTAL MINIMUM NUMBER OF ACCESSIBLE PARKING SPACES (60" & 96" AISLES
VAN ACCESSIBLE PARKING SPACES WITH MIN. 96" WIDE ACCESS AISLE
ACCESSIBLE PARKING SPACES WITH MIN. 60" WIDE ACCESS AISLE
MINIMUM NUMBER OF ACCESSIBLE PARKING SPACES ADA STANDARD FOR ACCESSIBLE DESIGN 4.1.2(5)
SPLITTER ISLAND CURB
CENTRAL ISLAND CURB
LANDSCAPE CURB
HALF CROSS SECTION 110-FOOT ROUNDABOUT FOR LOCAL STREET INTERSECTION TOWN OF VINEYARD
23
CAP PLAN
SURVEY MONUMENT PLACEMENT IN PAVEMENT TOWN OF VINEYARD
24
V IN
ARD EY
TYPICAL STREET / STOP SIGN INSTALLATION DETAIL TOWN OF VINEYARD
25
TYPICAL STREET LIGHT 1 TOWN OF VINEYARD
26
TYPICAL STREET LIGHT 2 TOWN OF VINEYARD
27
TYPICAL STREET LIGHT 3 TOWN OF VINEYARD
28
180°
270°
90°
0°
CONCRETE POLE BASE (STREET LIGHT) TOWN OF VINEYARD
29
4-INCH FOUNDATION DRAIN DETAIL TOWN OF VINEYARD
30
1 1A 2 3 4 5 6 7 7A 7B 8 8A 9 9A 10 11 12 13 14 14A 15 16 17 18 19 19A 19B 20 21 22 23 24 25 26 27 28 29 30
ADOPTED SEPTEMBER 1, 2016
TYPICAL STREET INTERSECTION WITH UTILITIES LEGEND
STANDARD STREET INTERSECTION AND UTILITY LOCATIONS TOWN OF VINEYARD
1
TYPICAL STREET KNUCKLE WITH UTILITIES LEGEND
STANDARD UTILITY LOCATIONS IN KNUCKLE TOWN OF VINEYARD
1A
56' LOCAL STREET CROSS-SECTION LOOKING NORTH OR WEST
STANDARD STREET CROSS SECTIONS AND UTILITY LOCATIONS TOWN OF VINEYARD
2
LEFT SIDE HALF WIDTH
RIGHT SIDE HALF WIDTH
102' BOULEVARD STREET CROSS-SECTION LOOKING NORTH OR WEST
BOULEVARD STREET CROSS SECTION AND UTILITY LOCATIONS TOWN OF VINEYARD
3
MOUNTABLE CURB
SIDEWALK SECTION
CROSS GUTTER SECTION
CURB, GUTTER, AND SIDEWALK DETAILS TOWN OF VINEYARD
4
TYPICAL CURB & GUTTER
FLAT CURB BORDER
NON-CARRY TYPE CURB & GUTTER
BARRIER CURB CURB DETAILS TOWN OF VINEYARD
5
A
PLAN
A
ELEVATION
SECTION A-A TYPICAL CURB & GUTTER
SECTION A-A MOUNTABLE CURB
TYPICAL CURB APPROACH TOWN OF VINEYARD
6
A
A PLAN VIEW
ELEVATION
SECTION A-A
DOME DETAIL
DETECTABLE WARNING PANEL STANDARD CURB RETURN AT INTERSECTION TOWN OF VINEYARD
7
A
A
PLAN VIEW
ELEVATION
MINIMUM RAMP LENGTH
SECTION A-A
DOME DETAIL
DETECTABLE WARNING PANEL PEDESTRIAN ACCESS TOWN OF VINEYARD
7a 7A
A
A
PLAN VIEW
DETECTABLE WARNING PANEL
SECTION A-A
DOME DETAIL
PEDESTRIAN ACCESS MID BLOCK TOWN OF VINEYARD
7b 7B
A
A
A
A
SINGLE INLET PLAN VIEW
MULTIPLE INLET PLAN VIEW
SECTION A-A
STANDARD CURB FACE INLET DETAIL TOWN OF VINEYARD
8
A
A
A
A
SINGLE INLET PLAN VIEW
MULTIPLE INLET PLAN VIEW
SECTION A-A
MOUNTABLE CURB INLET DETAIL TOWN OF VINEYARD
8A
SECTION A-A
TOP VIEW WITH CONCRETE COLLAR
B
B
LID TOP VIEW
BOX TOP VIEW
SECTION B-B
MANHOLE ACCESS CURB INLET BOX (COMBO BOX) DETAILS
MANHOLE ACCESS CURB INLET BOX (COMBO BOX) DETAIL TOWN OF VINEYARD
9
PLAN VIEW
ELEVATION SECTION
STORM DRAIN JUNCTION BOX DETAIL TOWN OF VINEYARD
9A
A
A
ELEVATION SECTION
SECTION A-A TYPICAL LAND DRAIN MANHOLE DETAIL TOWN OF VINEYARD
10
STANDARD CUL-DE-SAC TOWN OF VINEYARD
11
STANDARD KNUCKLE TOWN OF VINEYARD
12
ASPHALT SURFACE
GRAVEL SURFACE
TURF SURFACE
TYPICAL TRENCH SECTION TOWN OF VINEYARD
13
A
A
ELEVATION SECTION
SECTION A-A TYPICAL SEWER MANHOLE DETAIL TOWN OF VINEYARD
14
A
A
PLAN VIEW
SECTION A-A
TYPICAL MANHOLE ON EXISTING PIPE TOWN OF VINEYARD
14A
A
A
ELEVATION SECTION
SECTION A-A TYPICAL SAMPLING MANHOLE TOWN OF VINEYARD
15
A
A
ELEVATION SECTION
SECTION A-A TYPICAL SEWER OUTSIDE DROP MANHOLE TOWN OF VINEYARD
16
CULINARY WATER VALVE CONCRETE COLLAR
FIRE HYDRANT & WATER VALVE
FIRE HYDRANT AND WATER VALVE DETAIL TOWN OF VINEYARD
17
TABLE 1
TABLE 2
USE WHEN LINE PRESSURE AND SOIL BEARING STRENGTH ARE KNOWN. L INE PRESS URE : psi TES T PRES SURE (sf = 1.5): psi S OIL BE ARING STRENG TH: psf (SOIL B EARING STRENGTH DE TERMINED FRO M A GE OTE CHNICAL INV ES TIGA TION.)
L INE PRESS URE : 1 20 psi TEST PRESS URE (sf = 1 .5): 1 80 psi S OIL BE ARING STRENG TH: 1,500 psi
SIDE THRUST (lbs.) PER 1 PSI LINE PRESSURE PIPE PIPE SIZE AREA (") (sq. in.)
DEAD END OR TEE (lbs.)
90° BEND (lbs.)
45° BEND (lbs.)
22.5° BEND (lbs.)
USE WHEN LINE PRESSURE AND SOIL BEARING STRENGTH ARE NOT KNOWN.
11.25° BEND (lbs.)
AREA OF BEARING REQUIRED (sq. ft.) PIPE PIPE SIZE AREA (") (sq. in.)
DEAD END OR TEE (lbs.)
90° BEND (lbs.)
45° BEND (lbs.)
THRUST BLOCK DETAILS TOWN OF VINEYARD
22.5° BEND (lbs.)
11.25° BEND (lbs.)
18
TAP ON PVC PIPE
TABLE 1
2
3
4
TYPICAL CULINARY WATER CONNECTION TOWN OF VINEYARD
5
19
TYPICAL METER ASSEMBLY TOWN OF VINEYARD
19A
LIST OF MATERIALS ITEM
QTY
SIZE
DESCRIPTION
BACKFLOW PREVENTION ASSEMBLY ENCLOSURES
SECTION C-C
BACKFLOW PREVENTION ASSEMBLY TOWN OF VINEYARD
19B
STUB FOR NEW CONSTRUCTION
TIE TO EXISTING CONSTRUCTION
TYPICAL SEWER LATERAL TOWN OF VINEYARD
20
REFER TO LATEST TIMPANOGOS SPECIAL SERVICE DISTRICT (TSSD) WASTEWATER COLLECTION SYSTEM STANDARDS AND SPECIFICATIONS FOR GREASE TRAP SIZING AND DETAILS TYPICAL GREASE TRAP TOWN OF VINEYARD
21
ADA PARKING AND PASSENGER LOADING ZONE
TOWN OF VINEYARD
22
TOTAL NUMBER OF PARKING SPACES PROVIDED (PER LOT)
TOTAL MINIMUM NUMBER OF ACCESSIBLE PARKING SPACES (60" & 96" AISLES
VAN ACCESSIBLE PARKING SPACES WITH MIN. 96" WIDE ACCESS AISLE
ACCESSIBLE PARKING SPACES WITH MIN. 60" WIDE ACCESS AISLE
MINIMUM NUMBER OF ACCESSIBLE PARKING SPACES ADA STANDARD FOR ACCESSIBLE DESIGN 4.1.2(5)
SPLITTER ISLAND CURB
CENTRAL ISLAND CURB
LANDSCAPE CURB
HALF CROSS SECTION 110-FOOT ROUNDABOUT FOR LOCAL STREET INTERSECTION TOWN OF VINEYARD
23
CAP PLAN
SURVEY MONUMENT PLACEMENT IN PAVEMENT TOWN OF VINEYARD
24
V IN
ARD EY
TYPICAL STREET / STOP SIGN INSTALLATION DETAIL TOWN OF VINEYARD
25
TYPICAL STREET LIGHT 1 TOWN OF VINEYARD
26
TYPICAL STREET LIGHT 2 TOWN OF VINEYARD
27
TYPICAL STREET LIGHT 3 TOWN OF VINEYARD
28
180°
270°
90°
0°
CONCRETE POLE BASE (STREET LIGHT) TOWN OF VINEYARD
29
4-INCH FOUNDATION DRAIN DETAIL TOWN OF VINEYARD
30
