HomeMy WebLinkAbout07 15 2003B1 8.5 25' I
6.5' ,� __ _ _-
FOC TURN FOC
LANE
I
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I
RETAIN & PROTECT
EXISTING FIRE HYDRANT
I RETAIN & PROTECT
EXISTING WATER METER
TY
LANDSCAPING, U TII. I &
3
� STORMWATER RETENTION AREA
n I } (CAPACITY 300_f0 ) _----
TO
__TO BACK OF SIDE WALK-EANDSCAPE S 89 21'38"E 200.50'
& UTILITY EASEMENT - - -
74A `• 73A0TA -' 7 • 7SrxR51
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TBM N. SIDE
T.M.H. 4474.05
INVT. 4465.74
Nor OW sum
some K"
06 I 1
NM ' 2' CUR fNG
N f r I ;F. - 6" STEP
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ACCESS
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10 ' RAD. _ 74271
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20 FEET SOUTH
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FYZ - 4475.20
98'
5' SIDEWALK
T7450TA
r1 7
S 9'21'38"E 200.50'
L
5'-1 "
0 75AO1511'
74MM
A50TA
30'x25' I
RETENTION
AREA
DETAIL C -C
B
S 89'21'38"-E --1-9-3-.50'-..._ _ 73 WW 775007M
B
150 c.y. DRAINFIELD
ROCK 2'-6' Dol
150 c.. DRAINFIELD
ROCK 2'-6' DIA
SECTION C—C
RNP -MON AREA SEMON GC
N.T.S
4 47 3.5 —
�09
3" PLANTMIX PAVEMENT
-GR.
OO.00TA
i`
r--
00.00FA
74MM
A50TA
30'x25' I
RETENTION
AREA
DETAIL C -C
B
S 89'21'38"-E --1-9-3-.50'-..._ _ 73 WW 775007M
B
150 c.y. DRAINFIELD
ROCK 2'-6' Dol
150 c.. DRAINFIELD
ROCK 2'-6' DIA
SECTION C—C
RNP -MON AREA SEMON GC
N.T.S
4 47 3.5 —
�09
3" PLANTMIX PAVEMENT
-GR.
OO.00TA
4" - 3,/4 q, COMP.
00.00FA
TO 95% MAX. DENSITY
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r. ,' n _ .r.. i
TOP OF CONCRETE
OO.00TCC
81' - 1 1 /2 BASE AGGREGATE
COMP. TO 95% MAX. DENSITY
SUBDIVISION BOUNDARY
• OO.00TC
TOP OF CURB
OO.00PITC
LOT LINE
SUBBASE - I;OMPACTED
TO 95% MAX, DENSITY
- - - - -
NOTE: SUBBASE MATERIAL TO BE APPROVED BY THE ARCHITECT/
ENGINEER PRIOR TO
AGGREGATE AND ASPHALT PLACEMENT.
ASPHALT PAVEMENT
SECTION
CL
�5._s A' 12' 12'
O.C. - W —\
TOP OF r, _
EL. - h.00
EL. - 7.00f
r. TOP OF ASPHALT
EL. - 74.00
GRAVEL
N.T.S
BOTTOM OOTINGv_
EL. - 7.00 � 30•
SF CT10N B—B
RET.INIIVG WALL DTZ. SECTION B -B
N.T.S
Top of curb elevation must be 6"
higher than top of curb at street
2 20' Standard 4'
Taper --,[T:--
/—Valley Gutter
Compacted gravel
/Z base (6"minimum)
6" Concnte �`�, OR 2" Ashpalt
2" Compacted 6" Compacted gravel base
gravel Lose
SECTION A—A
N.T.S
Curb and gutter or curb
only may be used
Tapered section or
radius may ^e used
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/ o , 2 4 �� J
Traffic Control Block \,-)_
0 10 20 4C
009 1
SCALE IN FEET
HA W1 SQUARE SUBDIVISION
Located In:
Part Of The South 1/Zy NW 1/4, NW 1/4
Section 10, Township 6 South, Range 34 East
Boise Meridian
Bannock County, Idaho
2003
L e g e n d
OO.00TA
EDW OF ASPFW.T
00.00FA
TOP OF SDEMALK
00.0"
TOP OF CONCRETE
OO.00TCC
EXISTING:
PKP ;SED:
SUBDIVISION BOUNDARY
• OO.00TC
TOP OF CURB
OO.00PITC
LOT LINE
ROAD CENTERLINE
-
EASEMENT ----------
Z
p
EDGE OF ASPHALT ---
- ----------
--------------------
STANDARD CURB & G , TR
-
EXTRUDED CURB
J
_
SIDEWALK - -
LCCD
WATER MAIN
SEWER MAIN
Q
STORM DRAIN MAIN
=' —
IRRIGATION MAIN
-
-
NATURAL GAS (UNDERGROUND) -
TELEPHONE (UNDERGROUND)
_-
OVERHEAD POWER UNE
--
CONTOUR LINE
W
-
WATER METER
®
6
SEWER SERVICE
E -—
FIRE HYDRANT
''
Y
WATER VALVE
MANHOLE
W
0
CLEANOUT
-
•
TELEPHONE RISER
•
POWER POLE
w `t E
POWER POLE ANCHOR
t—
IRRIGATION STRUCTURE
f
_ —13
CATCH BASIN
_j'
Q
cE
_
--
SIGN
W
a
DRAINAGE DIRECTIONAL ARROW
—�
SPOT ELEVATIONS:
PHASE I STORM WATER RETENTKCN CALCULATIONS
STORM: 1.6 INCHES/24 FOURS
RUNOFF COEFFICIENTS: 0.95 PAVEMENT - (0.20 PIRSEVELOYi6NT RUNOFF)
0.20 ANDSCAPE
LANDSCAPING: 480ft2 x 1. E/ ? 2x0.2=12ftj
PAVEMENT: 27,290f+2 x.6/12x0.75=2,72t3
TOTAL: 21749 t3
POND: 400 ft3
RETENTION AREA C -C: 40x25xax6CZ=2,600 ft3
TOTAL: 3,000 ft3
DESIGN GRADES
SITE DEVELOPMENT
TOP OF AS"HkT
OO.00TA
EDW OF ASPFW.T
00.00FA
TOP OF SDEMALK
00.0"
TOP OF CONCRETE
OO.00TCC
TOP OF RU. WiL
00.00M
TOP OF CURB
• OO.00TC
TOP OF CURB
OO.00PITC
(Pow of INT,)
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DO NOT SCALE DRAWINGS
CONTRACTOR SHALL VERIFY ALL
CONDITIONS AND DIMENSIONS AT
THE JOB SITE AND NOTIFY THE
ENGINEER OF ANY DIMENSIONAL
ERRORS, OMISSIONS, OR DIS-
CREPANCIES BEFORE BEGINNING
OR FABRICATING ANY WORK.
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DO NOT SCALE DRAWINGS
CONTRACTOR SHALL VERIFY ALL
CONDITIONS AND DIMENSIONS AT
THE JOB SITE AND NOTIFY THE
ENGINEER OF ANY DIMENSIONAL
ERRORS, OMISSIONS, OR DIS-
CREPANCIES BEFORE BEGINNING
OR FABRICATING ANY WORK.