HomeMy WebLinkAboutSP-2NW Car. NE /4
Sec. 2 —T17N —R3E
R/R Spike Fnd.
as per HCSR
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SW Car NE /4
Sec.2 —T17N —R3E
R/R Spike Fnd.
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SW Car. SE /4
Sec. 35 —T18N —R3E
R/R Spike Fnd.
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ENTRANCE /EXIT DRIVE
N89'49'34" E — 2690.64'
Aoprox. Physical C/L 116th Street
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NE Car.
W/2 NW /4 NE /4
Sec. 2 —T17N —R3E.
rGap 6.78'
0 INV: 835.79
Northern Heights Addition
P.B. 2, Pages 29 & 30
Street Encroachment
Robert K. Earl J
Lot # 1
Northern Heights Addition
Inst. # 8743936
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Erman Hall Jr.
I Lot # 25
Northern Heights Addition
I Inst. # 8704055
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James & Robin Daniel
Lot # 26
Northern Heights Addition
Inst. # 84 -5792
Note: Gap Area Not cluded.
Located Bet -e the West Line of
Northern Height Addition and the
East Line of the W/2 NW /4 NE /4
Sec. 2— T17N —R E.
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B -5 BUSINESS DISTRICT ZONING
MINIMUM SET BACKS
NE Car NE /4 16.4.2 —MINIMUM FRONT YARD: ALL OFFICE USES 15 FT.
Sec.2 —T1 7N —R3E
EEg Pk Nail Fnd. 16.4.3 —MINIMUM SIDE YARD: ALL USES 5 FT.
16.4.4 —MINIMUM AGGREGATE OF SIDE YARD: ALL USES 15 FT.
16.4.5 — MINIMUM REAR YARD: ALL OFFICE USES 15 FT.
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SE Cor NE /4
Sec.2 —T17N —R3E
Iron Pin Fnd.
PAVEMENT SURFACE
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98% COMPACTED �—_—� I I —III —I • . i
AGGREGATE 62 % 6 #4 WBARSx�W2 9
STOP 2' SHORT OF
EXPANSION JOINT
3'
CROSS SLOPE 1/4 ":1' -0" FOR WIDTHS GREATER THAN 5'
CROSS SLOPE 1/8 ":1' -0" FOR WIDTHS 5' OR LESS
CONCRETE
WALK & CURB DETAIL 4
NO SCALE SP -2
TACK COAT
r, PRAIER
1' SURFACE
r BINDER
JW STONE
• A
C AC"
TION
RATIO
4 WX COMPACTED SUWRADE
STANDARD DUTY
PAVING DETAIL i6
NO SCALE \ISP 3/
EARTH
ASPHALT
`• I I =1111=
+'v —1111=
�.
CONCRETE
NO SCALE
96% COMPACTED
AGGREGATE —
30' -0" O.C. (TYP) 5' -0" O.C. (TYP)
EXPANSION JOINT CONTROL JOINT
WALK JOINT DETAILS r2
NO SCALE SP3
ROUNDED CONCRETE TOP
B' OIA. EXTRA HEAVY
STEEL PIPE FILLED
WITH CONCRETE
b Tillillll �� � III III�Iill; =li1-
. I I L CONCRETE BASE
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(MIN)
GUARD POST DETAIL 3
NO SCALE SP -2
PAVEMENT SURFACE
LOOSE TOPSOIL 6e
1 1/2 R
I I-1I —_I I —III •..'•
62 _
x 6 #4 BARS x W2.9 —
STOP 2" SHORT OF
EXPANSION JOINT
CONCRETE CURB DETAIL 5
NO SCALE SP -2
1' SURFACE
S BINDER
er 2 LIFTS OF
/63 STONE
2 LIFTS OF
#2 STONE A 96>r
ACTION
RATIO
196X COMPACTED SUBGRADE
HEAVY DUTY
PAVING DETAIL r
NO SCALE
NG 92845SP2 DWG
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DATE: 9 -3 -92
REV: 1 -20 -93
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24 x 11r SMOOTH BARS —
old* O.C. GREASE t DOWEL
CAP WITH BAR STOP
CROWN SLIGHTLY OR
3 1 r PITCH H SIDE
1 6
DRAINAGE -
1 1/r
114' R
1/9' CONTROL JOINT
6 x 6 — W2.9 x w2.Y
1 /r SEALANT
I 3/4'
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C• ♦ �_t!iflr ExP. JOINT F7LLER�!°f..0
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a gefq°
! '9f It 1 /0e °I !o .
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ICJi l^Y ? i
96% COMPACTED
AGGREGATE —
30' -0" O.C. (TYP) 5' -0" O.C. (TYP)
EXPANSION JOINT CONTROL JOINT
WALK JOINT DETAILS r2
NO SCALE SP3
ROUNDED CONCRETE TOP
B' OIA. EXTRA HEAVY
STEEL PIPE FILLED
WITH CONCRETE
b Tillillll �� � III III�Iill; =li1-
. I I L CONCRETE BASE
w
tIr
(MIN)
GUARD POST DETAIL 3
NO SCALE SP -2
PAVEMENT SURFACE
LOOSE TOPSOIL 6e
1 1/2 R
I I-1I —_I I —III •..'•
62 _
x 6 #4 BARS x W2.9 —
STOP 2" SHORT OF
EXPANSION JOINT
CONCRETE CURB DETAIL 5
NO SCALE SP -2
1' SURFACE
S BINDER
er 2 LIFTS OF
/63 STONE
2 LIFTS OF
#2 STONE A 96>r
ACTION
RATIO
196X COMPACTED SUBGRADE
HEAVY DUTY
PAVING DETAIL r
NO SCALE
NG 92845SP2 DWG
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JRAWI F1LE,
DATE: 9 -3 -92
REV: 1 -20 -93
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