HomeMy WebLinkAboutZ-8472 Map 4Invert In E. 10" CLAY=342.tb inven In �. Beginning of Sewer Line
Invert In E. 10" CLAY=330.30' W 1Q�{ STREET 60' R/W MATCH EXISTING Invert Out W. 10" CLAY=354.28' MATCH EXISTING
Invert Out W. 36" PVC=317.00' Invert Out W. 10" CLAY=338.01' CURB AND GUTTER CURB AND GUTTER Invert Out W. 10° CLAY=368.68'
PROPOSED CONIC.
A 2�ebk rnR) > \fl o ` v$ t rn./� APRON &1 s so so rn� mr, a� s rn s m rn s °
�Ej:r/� Wt 4 SW1/4 a -3r}- 33'2 353 354 �5r s o .01A
--
ss '
SECTION 6 03' Rim=340�852 ss -SS --- 1 -
>t a' � � y 4
_ ii To Ri• 6242'
12-W ro FIt =333 To s - - NE CORNER
T-1-N, R 1 0 0 wline=333.79' FUTURE BUILDING Flowline 6.29 SS -
o ill Flo ��'' O u SW1/4 SEl/
SECTI
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ON R
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1 2 C1 S87 11 12 E' 281.08' o S87 l,4'22"E 125.45
N ,
- ! 1.:' 4 0, Q 3/8" N 1/2" S87°41'23"E 111.79'
REBAR 11 a.
REBAR REBAR \ v
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ii , o077@t=f
D_10 �`'' �p CT4 4434j 9.0' G
0.13'
I it Flowline 34 53' PROPOSED 18 0' (TYP.)
_
- - r - P. B. - -- '\'\ -- ' ----- - - -1 - - -- - CONC.-- 51.4 . 1 12.5, 8.0'
L---- T CT 1 3.$ ---- j -
I MATCH EXISTING
t9 5' 91,0' 17.0 91.0' SIDEWALK I
= 338.55' NEW CURB AND N I
I SIDEWALK
PROPOSED CONIC. II R 7S0 � + 87.4' o; _ 1 GUTTER
I
APRON �� �I
I � � � ® � o � I
- -
_
- FRPZ) CO
55.7" I_ I 0 4 2
II _ , 3 v NEW
i� Ij
- cow STRIPING r
-- - II � T_ PROPOSED - I z
--- --' nil Fi, ml OUTDOOR TERRACE- � �� -
33j !- I I f REBA
IIo ii i wpO' I REBAR 11 CO
36 L 36 MATCH EXISTING o o ® \ 10 - - -- _ - G
r I CURB AND GUTTER II - - - _ - -
335
N 6 : M M M II m
n 500
REBAR
j35 " Sc1f
to
�q 3S 6 - I Q
N 13 2' 24.0' 18.0' 18.0' 0' 18:0' 18.0' 24.0' 18.0' 18.0' 24.0' 18.0, i i II Of I III Q
L0
\\ z o II
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co
/ I x2 GRATE INLE ° N
N 60.0' 60.0' - 60.0' 1 60.0' I ., al
334.1T \ / �� T/ 9.6 24.0• 13.7' - 12.0' III
I II
PROPOSED BUILDING I �
� 27.3' � � I III
OPO ED 16 I MATCH EXISTING
CD
c S DEW Lon
K SIDEWALK
t 2 12 3 I I II
PROPOSED CONIC. I' I `'o
APRON I _6,.' o .72'
I, ® 2" 5.0 1/2 rn I Top Rim=372.1
--
I �I
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I� I un I
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I.
05
S87002'42"E 202.
-
/ i
PRO OSED
o
„ � R CON . �
/n ^' -
i
i/ T` , ���v ICI u = 367 15 SIDE K
' , r > > = Ki we In.E 11
Out S 12' RCP 333.60'
o o /
/'l O o cc N / ' PROPOSED
It • FUTURE BUIL
v i u
it i
isN 00
v 0) T Rim=3
a in rt In N. 4' AY 11
�_---
w O In rt In E. 3" AY 7.1I' o
rt In S. 4" AY 27. 4' ,d 10
0N� 3
10 '.UTILITY EASEMENT � ert Out W. 8' 2
u 32 .0 '
III
° I
GRATE INLET ii o NEW
SS To�Rim-106.68' �' o N STRIPING
11
v s1
34 7
PROPOSED
R.O.W.
- GRATE INLET -- - - - ----- - --- -_- - -- - - -- - --
w ( 6 348
R � _
TRACT L 1 Flowline 330.29' ;� \ -
` GRATE INL ! METER$ 1'1 °D
16
Top Rim=106.66' 4�
Flowline=102.61' Ip c o -- -
-- NEW CURB AND
DING I' 1' .0' ro `� 250.4 _ - I �- - GUTTER
> AND BOBBY JO Flowline of Box=329.28'
Flowline of 36" RCP=326.69'
M
I CHURCH PROPOSED IM , i 16
RETAINING WALL
FFE= 332.65'
O
-r _ 16
o6
II
I,
T- ---EW
r-
-I i 1%h1' 100.0'STRIPING 100.0' f8
-
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F co N
d�r'
- 0 o 0 R
o
OED
40' BUILDING LINE IDE ALK
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'ARKING W. NR.POS D
-'SIGN87°25'41"W 288.99' SIGN
94 ry
11
UGT T UGIto MATCH C.
'
12TH STREET. 60' R/W MATCH EXISTING MATCH EXISTING
CURB AND GUTTER.CURB AND GUTTER f CURB AND GUTTER
4
^VZ"
GRAPHIC SCALE IN FEET
30' 0 30'
Flowline=365.8
9� s N87°28'42"W 26f20' --
- " MATCH EXISTING
c o j -- - CURB AND GUTTER
P c w PROPOSED .O.W. N
'b N YARD HYDRANT
3 6 'F.S 1j5 n� •ij5 1j`7 �j5 1j5 ^�`o ' r�6s -
NEW CL W. 11 TH STREET 0 R/W �� �s� �6
Top Rim=349.16
Invert In N. 8" CLAY=345.55' S 66> 66
0
Invert In E. 4" CLAY=345.28'
Invert In SE. 4" CLAY=345.26'
5.0' Invert Out S. 8' CLAY=345.15'
PARKING LAYOUT
PROPOSED EXISTING PARKING SPACES
SIDEWALK SPACES TO 190
REMAIN
30.0'
PARKING SPACES 225
18.0' NEW CL ACROSS TENTH
STREET
NEW PARKING 334
u7 SPACES LEGEND (PROPOSED)
LO PROPOSED CONC. TOTAL PARKING 749
n APRON
N SYMBOLS LINEWORK
3
• SET IRON PIN
000 tto To Rim-346.78' EASEMENT
Flowline=340.68' LEGEND (EXISTING) LIGHT POLE
k POWER POLE CURB
To Rim=346,27' ■ TELEPHONE PEDESTAL 1216
` Invert In N. C CLAY=339.26' SYMBOLS LINEWORK o TV PEDESTAL INTERMEDIATE CONTOUR
Invert In E. 8" CLAY=339.59' QQ MANHOLE INDEX CONTOUR 1
205
Invert Out W. 8" CLAY=339.12' o FOUND IRON PIN EASEMENT 0 SANITARY SEWER CLEANOUT
LET Dnl ____--- _ _ - - - • GAS METER SANITARY SEWER LINE
a POWER POLE CURB ►• GAS VALVE
TELEPHONE PEDESTAL - -1206 o STORM SEWER PIPE GAS LINE
INTERMEDIATE CONTOUR R NUMBER
`
E
TV PEDESTAL
aX
STRUCTU E WATER LINE
MATCH EXISTING
0
MANHOLE
tzos._ _._ .._..
NDEX CONTOUR
INDEX CO
N
WATER VALVE
SIDEWALK
0
SANITARY SEWER CLEANOUT
FIRE HYDRANT ASSEMBLY UNDERGROUND TELEPHONE
12.0'
°
GAS METER
SANITARY SEWER LINE
AIR RELEASE VALVE
II
pQ
GAS VALVE
GAS LINE
14,•
FIRE DEPARTMENT CONNECTf(iPWDERGROUND ELECTRIC
O
-----
STORM SEWER PIPE
0
R
WATER METEOVERHEAD ELECTRIC
DOWN GUY
WATER LINE (SPECIFY SIZE & TYPE)
e
BACK FLOW PREVENTER
Y
><
WATER VALVE
REDUCER FIBER OPTIC
FIRE HYDRANT ASSEMBLY
UNDERGROUND TELEPHONE
PLUG VALVE
t81 AIR RELEASE VALVE UNDERGROUND ELECTRIC UNDERGROUND TELEVISION z
FIRE DEPARTMENT CONNECTION GRATED INLET
OVERHEAD TELEVISION Sa �' r. O -
I- o WATER METER OVERHEAD ELECTRIC o 0 2 Z
w 'h0 ® SPRINKLER HEAD DROP INLET CHAIN LINK FENCE cg
24.0' m UNDERGROUND TELEVISION .
ELECTRIC PEDESTAL
OVERHEAD TELEVISION WOOD FENCE z a z
® GRATED INLET x x ter- 3 ru
MATCH EXISTING �I s_.
O SIDEWALK _ BARBED WIRE FENCE a s w
CHAIN LINK FENCE
r DROP INLET
R20.0 �e�' = WOOD FENCE BUILDING SET BACK ¢ Q z o
R20. 0 vi TREE BARBED WIRE FENCE RIGHT OF WAY LU ,
PROPERTY LINE i a ? _
.�`. FIBER OPTIC __ _ _ _ __` ¢ a __ CO
TREE TO BE REMOVED ROAD CENTERLINE
Sh0 rt� RIGHT OF WAY
800 Exchange Ave., Suite 201
Conway, Arkansas 72032
Crafton Tull Sparks
® engineering I surveying
501.328.3316 t 501.328.3325 f
www.craftontullsporks.com
I
ST.MARK BAPTIST CHURCH
LONG -FORM PCD
SITE PLAN
5722 WEST 12th STREET
LITTLE ROCK, ARKANSAS
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Grafton, Tull, Sparks & Associates, Inc., and is not to be used, in
whole or in part, for any other project, without the written
authorization of Crafton, Tull, Sparks & Associates, Inc.
a5j RUCTION
PROJECTNO: 108002-00 00 RFG
ISSUEDATE: 03/26/10 �de- THIS (t4
CONTACT: &WILLIAMS DOCUMENT IS In
CHECKED BY. 2 PRELIMINARY IN
NATURE AND IS NOT
PRELIMINARY m AFINAL,SIGNED o
PLANS �, AND SEALED
02010 Crafton, Tull, Sparks NA DOCUMENT 40
& Associates, Inc. NOIlOna 15N00
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