HomeMy WebLinkAboutPLAN PG 4 - 12-00155 - 273 S 5th W - Campus Courtyard - Site PlanR=1/2"
2" CLASS II PLANT MIX PAVEMENT
PG 58-28, 3/" MIX DESIGN
3" DEPTH CRUSHED Y4" MINUS
AGGREGATE LEVELING COURSE
COMPACTED TO 95% STANDARD
PROCTOR DENSITY
12" DEPTH CRUSHED 2" MINUS
AGGREGATE SUBBASE COURSE
COMPACTED TO 95% STANDARD
PROCTOR DENSITY
_ SUBGRADE EARTH COMPACTED
TO 95% STANDARD PROCTOR DENSITY
TYPICAL PAVEMENT SECTION
NO SCALE
6.00" f
R=1.00" R=1/2"
R=3"t1"
LIP OF CURB
12.00"
8" X 8" X 16" SPLIT -FACE CMU
SOLID GROUTED TYP.
1/4" x 6" x 6" POST,
@ EA. PIVOT P,
1.5" (IN.) OR 2" (IN.) SERVICE
LINE (TYPE K COPPER)
MUELLER SINGLE SECT.
SERVI-SEAL CLAMP OR
APPROVED EQUAL
WATER MAIN J,
CORPORATION STOP
(DIRECT TAP W/CC THREADS)
2„ .
11'-1 7/8"
2'-5 3/4" 2'-5 3/4" 2'-5 3/4" 2'-5 3/4" V-2 7/8"
GATES PAINTED TO MATCH
ADJACENT BUILDINGS
CONC E VAl
METER SETTER
ASSEMBLY
(Nn RYPARR)
1101,
4" THICK
CONCRETE
1" TYP.
NATIVE SOIL (BACK
FILL AS NEEDED)
5, 4" THICK CONCRETE
#4 BARS CONT. (TYP.)
CROSS SLOPE: MIN. 1/8"/FT.
MAX. 1/4"/FT. XX ASPHALT PAVING
if
C
6 N
4" OF 3/4" MINUS
CRUSHED BASE
INTEGRAL SIDEWALK
NO SCALE
co
N
5'
CROSS SLOPE: MIN. 1/8"/FT.
MAX. 1 /4"/FT.
STANDARD REBAR�
HOOK
(2) #4 BARS CONT. J
AT FOOTING
DUMPSTER ENCLOSURE
NO SCALE
SIDEWALK LID & RING
4" OF 3/4" MINUS
CRUSHED BASE
TYPICAL SIDEWALK
NO SCALE
CONC. CAP SLOPED TO
DRAIN
#5 BARS VERTICAL 24" O.0
CENTERED
8" X 8" X 16" SPLIT -FACE CMU -
TAN COLOR TO MATCH BUILDING,
SOLID GROUTED
#5 BARS HORIZONTAL @ 48" O.C.
AND TO TOP AND BOTTOM
`6" CONC. SLAB W/ 6x6/10x10
WWM @ MID DEPTH ON 4"
8" IN. / GRAVEL
co
N
RAMNEK OR APPROVED
SEALANT - ALL JOINTS
00
wl
wl
QI
wl
5" (IN.) O " (IN.) 4ETER
PPLIED CITY)I
A METER DUA CHECK VALVE
BACKFLOW PREVENTION DEVICE)
1
2' MIN.
V MIN. 11.5" (IN.) OR 2" (IN.)
SOLDER TYPE CAP
I
2" WATER SERVICE LINE INSTALLATION
NO SCALE
FLANGE x M.J. TEE
OR TAPPING SLEEVE
WATER MAIN
(DUCTILE IRON)
NOTES:
APPROACH TO CONFIRM TO THE LATEST ADA STANDARDS.
INSTALL EXPANSION JOINT AT TIP OF APPROACH WINGS
AND WHERE SIDEWALK CHANGES THICKNESS.
BASE TO BE A 6" THICKNESS OF 3/4" MINUS CRUSHED
AGGREGATE PER SECTION -802.
APPROACH THROAT WIDTHS SET BY POLICY AND
APPLICATION. ALL CONCRETE TO BE 6" THICK FROM TIP
OF WING TO TIP OF WING UP TO THE EXPANSION JOINT.
WHEN SIDEWALK IS SEPARATE FROM CURB THE
SIDEWALK IMMEDIATELY BEHIND THE APPROACH THROAT
SHALL BE 6" THICK ALSO.
ALL CONCRETE SHALL BE CLASS 3000 PER SECTION -703
APPROACH DIMENSIONS ARE BASED ON THE HEIGHT OF
THE CURB. SEE TABLE BELOW.
CONCRETE COLLAR
PLACED AFTER PAVING
ASPHALT /
PAVEMENT
V
BOX
8" - 12"
l
(2) #4 REBAR HOOPS
WITH #4 COLLAR
COMPRESSION TYPE FIRE HYDRANT (M.J.) OR APPROVED EQUAL
WITH STORTZ COUPLING
PLACE SAFETY FLANGE OR FLANGE
WITH BREAK AWAY BOLTS 2" MIN. -
8" MAX. ABOVE GRADE
FINISH GRADE
VALVE
BOX
FLANGE x M.J.
GATE VALVE
6" MIN.
5' MIN.
6' MAX.
DRIVEWAY APPROACH DETIAL
NO SCALE
SCORES
24" 0 x 9"
CONCRETE COLLAR
FINISH GRADE
PACK VOID WITH
RUBBER SILICONE
VALVE BOX
RESILIENT SEAT
FLANGE x M.J. GATE VALVE
GATE VALVE & LID
NO SCALE
DO NOT COVER
DRAIN HOLES
WITH CONCRETE
CONCRETE
THRUST
BLOCK
CONCRETE
THRUST
BLOCK
6' MIN. TYPE 1A AGGREGATE (2" x 8" x 12")
BEDDING CONCRETE BLOCK
TRENCH LENGTH
FIRE HYDRANT
NO SCALE
X21
20.E
1
y0'•
�{ 12" � FRAME &COVER
24" DIA.
RAMNEK OR APPROVED
SEALANTS - ALL JOINTS
5" (MIN.)
48" (MIN.)
6" (MIN.)
SEE PLANS FOR PIPE SIZE
SECTION "A"
HAMMERHEAD THRUST BLOCKING
REBAR (TYP.)
SEE NOTE 1
klZSRT/CAL SEND
AN
Il
T�
STRUCTURAL FILL PER GEOTECHNICAL REPORT
TYPICAL ROADWAY SECTION
OR TYPE'P' ROADWAY REPAIR TYPICAL UNIMROVED
PER ISPWC AREA SECTION
1
TRENCH BACK SLOPE PER O.S.H.A.
OR SUITABLE SHORING
5' (FT.) MAX.
UNSUPPORTED HEIGHT
(5' MINJU MAX. WATER DEPTH)
(DEPTH VARIES FOR 1
STORM/SEWER)
[DEPTH OVER 5' (FT.) UNSUPPORTED
6"
"PIPE ZONE" PIPE O.D.
6"
12" 12"
PIPE O.D.
TYPE 1A AGGREGATE PIPE BEDDING
COMPACTED TO 95% OF MAXIMUM
DENSITY AT ±1 % OPTIMUM MOISTURE
TYPICAL TRENCH SECTION & PIPE BEDDING DETAIL
NO SCALE
REPLACEMENT SURFACING TO
�— MATCH FLUSH WITH EXISTING
SURFACE
CONCRETE COLLAR IN PAVED
STREET SECTION
GRADE RINGS (2" MIN., 12" MAX)
REMOVE MANHOLE
PRECAST CONCRETE MANHOLE STEPS
PRECAST GASKET HUB RING
OR RUBBER GASKET COLLAR -
FLEXIBLE & WATER TIGHT
CAST - IN - PLACE OR
PRECAST CONCRETE
STANDARD MANHOLE
NO SCALE
FAN
n
T�
r GASKET HUB RING
3ER GASKETED COLLAR-
_ & WATER TIGHT
NOTE: THIS TABLE IS BASED ON 150 PSI MAIN PRESSURE, 2000 PSF SOIL BEARING PRESSURE.
CONCRETE BLOCK MUST CURE FOR 24 HOURS PRIOR TO CHARGING SYSTEM.
DIMENSION FOR THRUST BLOCKING (HORIZONTAL)
I~ 24.00"
FITTINGREDUCERS
SIZES
4" MIN. OF 3/4" (MAX)
90°BEND
AGGREGATE BASE
&
22-1/2° BEND
GRAVEL UNDER CURB.
A
STANDARD CURB & GUTTER
A
NO SCALE
8" X 8" X 16" SPLIT -FACE CMU
SOLID GROUTED TYP.
1/4" x 6" x 6" POST,
@ EA. PIVOT P,
1.5" (IN.) OR 2" (IN.) SERVICE
LINE (TYPE K COPPER)
MUELLER SINGLE SECT.
SERVI-SEAL CLAMP OR
APPROVED EQUAL
WATER MAIN J,
CORPORATION STOP
(DIRECT TAP W/CC THREADS)
2„ .
11'-1 7/8"
2'-5 3/4" 2'-5 3/4" 2'-5 3/4" 2'-5 3/4" V-2 7/8"
GATES PAINTED TO MATCH
ADJACENT BUILDINGS
CONC E VAl
METER SETTER
ASSEMBLY
(Nn RYPARR)
1101,
4" THICK
CONCRETE
1" TYP.
NATIVE SOIL (BACK
FILL AS NEEDED)
5, 4" THICK CONCRETE
#4 BARS CONT. (TYP.)
CROSS SLOPE: MIN. 1/8"/FT.
MAX. 1/4"/FT. XX ASPHALT PAVING
if
C
6 N
4" OF 3/4" MINUS
CRUSHED BASE
INTEGRAL SIDEWALK
NO SCALE
co
N
5'
CROSS SLOPE: MIN. 1/8"/FT.
MAX. 1 /4"/FT.
STANDARD REBAR�
HOOK
(2) #4 BARS CONT. J
AT FOOTING
DUMPSTER ENCLOSURE
NO SCALE
SIDEWALK LID & RING
4" OF 3/4" MINUS
CRUSHED BASE
TYPICAL SIDEWALK
NO SCALE
CONC. CAP SLOPED TO
DRAIN
#5 BARS VERTICAL 24" O.0
CENTERED
8" X 8" X 16" SPLIT -FACE CMU -
TAN COLOR TO MATCH BUILDING,
SOLID GROUTED
#5 BARS HORIZONTAL @ 48" O.C.
AND TO TOP AND BOTTOM
`6" CONC. SLAB W/ 6x6/10x10
WWM @ MID DEPTH ON 4"
8" IN. / GRAVEL
co
N
RAMNEK OR APPROVED
SEALANT - ALL JOINTS
00
wl
wl
QI
wl
5" (IN.) O " (IN.) 4ETER
PPLIED CITY)I
A METER DUA CHECK VALVE
BACKFLOW PREVENTION DEVICE)
1
2' MIN.
V MIN. 11.5" (IN.) OR 2" (IN.)
SOLDER TYPE CAP
I
2" WATER SERVICE LINE INSTALLATION
NO SCALE
FLANGE x M.J. TEE
OR TAPPING SLEEVE
WATER MAIN
(DUCTILE IRON)
NOTES:
APPROACH TO CONFIRM TO THE LATEST ADA STANDARDS.
INSTALL EXPANSION JOINT AT TIP OF APPROACH WINGS
AND WHERE SIDEWALK CHANGES THICKNESS.
BASE TO BE A 6" THICKNESS OF 3/4" MINUS CRUSHED
AGGREGATE PER SECTION -802.
APPROACH THROAT WIDTHS SET BY POLICY AND
APPLICATION. ALL CONCRETE TO BE 6" THICK FROM TIP
OF WING TO TIP OF WING UP TO THE EXPANSION JOINT.
WHEN SIDEWALK IS SEPARATE FROM CURB THE
SIDEWALK IMMEDIATELY BEHIND THE APPROACH THROAT
SHALL BE 6" THICK ALSO.
ALL CONCRETE SHALL BE CLASS 3000 PER SECTION -703
APPROACH DIMENSIONS ARE BASED ON THE HEIGHT OF
THE CURB. SEE TABLE BELOW.
CONCRETE COLLAR
PLACED AFTER PAVING
ASPHALT /
PAVEMENT
V
BOX
8" - 12"
l
(2) #4 REBAR HOOPS
WITH #4 COLLAR
COMPRESSION TYPE FIRE HYDRANT (M.J.) OR APPROVED EQUAL
WITH STORTZ COUPLING
PLACE SAFETY FLANGE OR FLANGE
WITH BREAK AWAY BOLTS 2" MIN. -
8" MAX. ABOVE GRADE
FINISH GRADE
VALVE
BOX
FLANGE x M.J.
GATE VALVE
6" MIN.
5' MIN.
6' MAX.
DRIVEWAY APPROACH DETIAL
NO SCALE
SCORES
24" 0 x 9"
CONCRETE COLLAR
FINISH GRADE
PACK VOID WITH
RUBBER SILICONE
VALVE BOX
RESILIENT SEAT
FLANGE x M.J. GATE VALVE
GATE VALVE & LID
NO SCALE
DO NOT COVER
DRAIN HOLES
WITH CONCRETE
CONCRETE
THRUST
BLOCK
CONCRETE
THRUST
BLOCK
6' MIN. TYPE 1A AGGREGATE (2" x 8" x 12")
BEDDING CONCRETE BLOCK
TRENCH LENGTH
FIRE HYDRANT
NO SCALE
X21
20.E
1
y0'•
�{ 12" � FRAME &COVER
24" DIA.
RAMNEK OR APPROVED
SEALANTS - ALL JOINTS
5" (MIN.)
48" (MIN.)
6" (MIN.)
SEE PLANS FOR PIPE SIZE
SECTION "A"
HAMMERHEAD THRUST BLOCKING
REBAR (TYP.)
SEE NOTE 1
klZSRT/CAL SEND
AN
Il
T�
STRUCTURAL FILL PER GEOTECHNICAL REPORT
TYPICAL ROADWAY SECTION
OR TYPE'P' ROADWAY REPAIR TYPICAL UNIMROVED
PER ISPWC AREA SECTION
1
TRENCH BACK SLOPE PER O.S.H.A.
OR SUITABLE SHORING
5' (FT.) MAX.
UNSUPPORTED HEIGHT
(5' MINJU MAX. WATER DEPTH)
(DEPTH VARIES FOR 1
STORM/SEWER)
[DEPTH OVER 5' (FT.) UNSUPPORTED
6"
"PIPE ZONE" PIPE O.D.
6"
12" 12"
PIPE O.D.
TYPE 1A AGGREGATE PIPE BEDDING
COMPACTED TO 95% OF MAXIMUM
DENSITY AT ±1 % OPTIMUM MOISTURE
TYPICAL TRENCH SECTION & PIPE BEDDING DETAIL
NO SCALE
REPLACEMENT SURFACING TO
�— MATCH FLUSH WITH EXISTING
SURFACE
CONCRETE COLLAR IN PAVED
STREET SECTION
GRADE RINGS (2" MIN., 12" MAX)
REMOVE MANHOLE
PRECAST CONCRETE MANHOLE STEPS
PRECAST GASKET HUB RING
OR RUBBER GASKET COLLAR -
FLEXIBLE & WATER TIGHT
CAST - IN - PLACE OR
PRECAST CONCRETE
STANDARD MANHOLE
NO SCALE
FAN
n
T�
r GASKET HUB RING
3ER GASKETED COLLAR-
_ & WATER TIGHT
NOTE: THIS TABLE IS BASED ON 150 PSI MAIN PRESSURE, 2000 PSF SOIL BEARING PRESSURE.
CONCRETE BLOCK MUST CURE FOR 24 HOURS PRIOR TO CHARGING SYSTEM.
DIMENSION FOR THRUST BLOCKING (HORIZONTAL)
FITTING
FITTINGREDUCERS
SIZES
TEES &PLUGS
90°BEND
45°BEND &WYES
&
22-1/2° BEND
B
A
B
A
B
A
B
A
B
4"
V-7"
V-2"
V-9"
V-6"
V-8"
O'-10"
V-7"
0-6"
6"
2'-0"
V-11"
2'-5"
2'-2"
1 V-10"
V-7"
V-9"
0-10"
8"
2'-8"
Z-6"
3'-2"
3'-0"
2'-5"
2'-1"
V-9"
V-6"
10"
3'-4"
3'-3"
4'-0"
T-10"
T-0"
2'-9"
2'-2"
V-11"
12"
4'-0"
T-10"
4'-8"
4'-8"
T-8"
T-3"
2'-7"
2'-3"
DIMENSION FOR THRUST BLOCKING (VERTICAL)
FITTING
90° BEND
45° BEND & WYES
REDUCERS &
22-1/2° BEND
SIZES
A
B
A
B
A B
4"
2'-8"
2'-3"
2'-6"
V-3"
2'-5" 0'-9"
6"
3'-8"
3'-3"
Z-9"
2'-5"
2'-8" V-3"
8"
4'-8"
4'-6"
3'-8"
3'-2"
2'-8" 2'-3"
10"
6-0"
5'-9"
4'-6"
4'-2"
3'-3" 2'-11"
12"
7'-0"
7'-0"
5-6"
4'-11"
3'-11" 3'-5"
THRUST BLOCK & ANCHOR DETAILS
NO SCALE
PLAN VIEW
3REATER DEPTH, PIPE
DIA. <OR= 24"
r GASKET HUB RING
—3ER GASKETED COLLAR -
FLEXIBLE & WATER TIGHT
NOTES:
1. #4 REBAR REQUIRED AS SHOWN. REBAR SHALL RECEIVE
A BITUMINOUS TAR BASE COATING
2. ALL THRUST BLOCK MUST BE INCREASED BASED ON
DIFFERENT CONDITIONS (HIGHER WORKING PRESSURE
OR LOWER SOIL BEARING STRENGTH OR TEES ACTING
AS A 90° BEND).
3. THRUST BLOCK DEPTH TO BE A MINIMUM OF 12" FOR
PIPE SIZES 3"-8" AND 18" FOR PIPE SIZES 10"-18" OR THE
SQUARE ROOT OF THE REQUIRED BEARING AREA,
WHICHEVER IS GREATER.
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COPYRIGHT 2011
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by
ASPEN ENGINEERING, INC.
All rights reserved.
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Reproduction or translation of
any part of this work without written
permission of ASPEN
ENGINEERING is unlawful.
Violators will be prosecuted.
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JOB No.
2012.002
DATE
May 31,
2012
DRAWN BY
CHECKED BY
JRL
JRL
REVISIONS
DATE
SHEET NO.
4
OF