HomeMy WebLinkAboutZ-7955 Map 2WITSELL EVANS RASCO
901 West ThIM Street
Lftft Rock, AR 72201
501-374-5300
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COPYRIGHT 2006
A S P H A L T P A V E M E N T
G R A S S A R E A
S 88*48*36 GRAPHIC SCALE
290.00
20 0 10 20 40
.'Cvl4 G R A S S A R E A
50.0* JIX 1.0
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.d IN FEET
CHURCH OFFICES ASPHALT KINDERGARTEN 0 1 inch 20 (L
o EXISTING x d EXISTING
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cr 'Q b 3 -STORY BRICK BLDG. 27. t2 1 -STORY FRAME
Woo F W/ BASEMENT j BLDG.WOOD
BASEMENT F.F. EL. 297.81 CARPORT CONC. GRASS
5' F.F. EL. 301.81 STEPS
FIRST FLOOR F, F. EL. 306.54 w CANOPY A R E A
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com SITE PLAN NOTES:
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a r a- 33.0'
Z) 61.0,
2 I 1O
T/ 1_4❑G R A S S NEW CONCRETE CURB TYPE 'A" U)
METAL STEPS ASPHALT CURB A R A 18,3' A <
WOOD RAMP UP w SIDEWALK IN LAST 3 FEET U)
TAPER TOP OF CURB TO MATCH TOP OF
CONCRETE SIDEWALK z
3A 4" S EL I In DIRECTIONAL ARROW
o. BOLLARDS h
RELOCATED POWER POLE & ELECTRIC LINES
x
LU ACCESSIBLE PARKING SIGN
4 5' ACCESSIBLE RAMP
U? WHITE PAINT STRIPING (T-YP) 0
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A S P H A L T PAVEMENT
G)t REPAIR ASPHALT PAVEMENT AS REQUIRED
Li t5 REMOVE ASPHALT, RE -GRADE TO DRAIN TO w
NEW GRATE INLET & RE -PAVE F-
2 C PADS z 11 NEW CONCRETE CURB TYPE "D'
> AC P A.QI PAD w Q
< L__L' C3FLUME 2 12 10' X 45' DUMPSTER PAD W/ 6' WOOD & GATE < _J
QQ 154.5' > 13 NEW 6' HIGH WROUGHT IRON FENCE TO MATCH EXISTING.
< COORIDINATE EXACT LOCATION WITH ARCHITECT.
NEW CLASSROOMS df 0. LOCKABLE GATE CK 14
AND LIBRARY C4
< w b D
x EXISTING 1 -STORY BRICK BLDG. (CLASSROOMS) _r
It. < SHOWS NEW CONCRETE CURB
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F.F. EL. 302.90 x OZ$
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SHOWS CONCRETE SIDEWALK
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54.7' F F EL 302.92
w SHOWS ASPHALT PAVEMENT REPAIR U) 0
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GENERAL NOTES: UJ
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% 1. ALL DIMENSIONS SHOWN ARE TO THE BACK OF CURB UNLESS
C UNITS, X -MES 0 OTHERWISE NOTED.
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7p 3 2s. n b
w 2. SEE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS
w -C RUCK DOCKS AND BUILDING
> w UTILITY ENTRANCE LOCATIONS AND PRECISE BUILDING DIMENSIONS,
2P - n 2.� 2-3' U) OF PORCHES, RAMPS, SLOPED PAVING, I
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2.5p 13. x CONC. 3. < GYMNASIUM 3. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION
1:1 02P 2 0. AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS
1 25 2' 2 1
(f) 0 2.5 BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND WHERE
< L� 2 10.7' 11.0' 10.5, 9.3, 14.0 6' WROUGH POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT
1 0: 13.7'
OH IRON FENCE _J
Ill w TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST
6 z 2' UJ CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY
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5. 1.5, 0 EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES, IT SHALL
LL x BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING
CQ UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN C:
X -TIE WALL I d
ON THE PLANS,
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CONC. b b V) 4. CDNTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH O.S.H.A. AND ANY C
r� n I < OTHER APPLICABLE LOCAL, STATE OR FEDERAL SAFETY REGULATIONS,
6 EXISTING
STEPS (n 0
I cr INCLUDING THE USE OF TRENCH SHORING, ETC.
2 --STORY BRICK CHURCH 0
W/ BASEMENT 0 W
BASEMENT F.F. EL, 299.05' 1 ELECT. PANEL z AC (j w
2 F= PADS
V) L , Z5' FIRST FL. EL. 309.86' 3.3' 0
2' 5. 5< (TyP)
8.2, 2' LU
2.7" V) (0
tt 1.5' 1.5,
1 2 2.5' 95, 107' 10.7, 9.3' 3.5, 2' GRA VEL
M3, 1.5 , 21
22.5 2 METAL HC RAMP 2.5 7.5' 6 (g) 2' o• .5•''' 5" PLAYGROUND 55.7
24.0' 2.5* L_DIRT 31.81
SIGN GRAS S ARE A 2.5 2.5' ELECT. CONC
6' WROUGHT IRON FENCE . CR A S S AREA
2.5' TRANSFP el 1�eudr,�,
I. Box
[7CONC. SIDEWALK N 88'5147■ W 290.00 ELECT. PED. BOX
ELECT. BOX GRASS AREA Q � COI C. SIDEWALK
RECEIVED
ASPHALT PA V E M E N TC
JUN 16 006 1 0
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IMF.
T T Issue Date:
MAY 15, 2006
E 9TI16 STREET %104' or- A&" I"
Project Number
THOMAS NomREGISTEREDTHOMA S STEDWA03.00
> PROFESSIONAL Z%
NO 9"4 _q ENGINEER
ENGINEERING
0'
COMPANY SHEET NO:
-o No 4685 is'
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to,
3810 LOOKOUT ROAD, N. LITTLE ROCK, AR. 72116 C-3
TEL: 501-753-4463 FAX: 501-753-6814