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HomeMy WebLinkAboutZ-7955 Map 30 E0 T STREET A S P H A L T P A V E M E N T GRASS AREA i G R A S S A R E A S 88'48'36" E CONC. SIDEWALK 290.00' G R A S S e c c e WEI • y1 Y J tt 3 I � W T t'1 0 METAL STE z z u �J 1 � ♦, 4 ri F z W LU > 2 1 Q � g o_ I a 1t a V) w CID N L I Q WOOD RAMP UP x -j w G R A S S 3 \ o NEW CLASSROOMS AND LIBRARY 4^ z 8': 13 I 14 AC UNITS 111�� .. ... "5.a'.••• •.. 2.5'.•' o '0•.'2:3 �(t}, 17 2.5 J G 9.3 10' i'�2 ❑ ❑ t 6 3 fWl 2.5 2' 22.5' ❑ ❑ n a 1 N W 2.5' 11.3 N 2 10.7' 11.0' 10.5' 6 zz n 0 2 �, CONC. V) Q SIGN EXISTING 2 -STORY BRICK CHURCH W/ BASEMENT BASEM b n 5 b 01 m CONC. ASPHALT CURB (n fe X X 2 -- (n s0.o' ..r,_-T.'-�:�., •,.,, •,. ,•.. 37.0' 7.0' ' Q 4" STEEL BOLLARDS I •''•'' b rn t^ CHURCH OFFICES ASPHALT ' ' ' •' ' KINDERGARTEN ae' ° I I Q 3 Q � EXISTINGL � x n EXISTING = b 3 -STORY BRICK BLDG. 11'D - za - 12 0 � 1 -STORY FRAME � ' Q ' r / ENT i i BLDG. '° BASEMENT F.F. EL. 297.81 I;, CARPORT CONIC. a.e GRASS s F.F. EL. 301.81 to• FIRST FLOOR F.F. EL. 306.54 � I� CANOPY I ----- A R E A in q I C PADSz JLI N d 33.0' � 61.0• 1 I j GRASS AREA TTD=----'J [7 C7 �In L I Q WOOD RAMP UP x -j w G R A S S 3 \ o NEW CLASSROOMS AND LIBRARY 4^ z 8': 13 I 14 AC UNITS 111�� .. ... "5.a'.••• •.. 2.5'.•' o '0•.'2:3 �(t}, 17 2.5 J G 9.3 10' i'�2 ❑ ❑ t 6 3 fWl 2.5 2' 22.5' ❑ ❑ n a 1 N W 2.5' 11.3 N 2 10.7' 11.0' 10.5' 6 zz n 0 2 �, CONC. V) Q SIGN EXISTING 2 -STORY BRICK CHURCH W/ BASEMENT BASEM b n 5 b 01 m CONC. ASPHALT CURB (n fe (n 1- - Q ' Q 4" STEEL BOLLARDS I I I J rn t^ x e' 3 I I Q 3 Q � F.F. EL. 302.90 � Ile- ENGINEERING Lw �I ci I / ASPHALT N 04 L 1 a PAVEMENT O N Q � (7 M O ' a (o 1 Q CONIC. I C PADSz JLI I ~ I AC PADS A.c.1 PAD V I j w [7 C7 �In vLuue � ldz S. s x w G a a a W EXISTING 1 -STORY BRICK BLDG. (CLASSROOMS) (n (n 1- - N ' Q V7 N J s4.7' / F.F. EL. 302.92 x e' 3 Q c2 F.F. EL. 302.90 � Ile- ENGINEERING s ci _ / PADS N 04 L 1 a o - r O N Q � (7 M O ' a (o 1 Q b n ENT F.F. EL. 299.05 ELECT. PANEL FIRST FL. EL. 309.86' 3'3 s E.2' z' , 9.5' 10 r Iv, METAL HC RAMP_ G R A S S A R E A CONIC. SIDEVALK 2.7' 1.5' 2,1.5' n 2• 3.5' 03• GRAVEL 5'Sa.7' a G z 0.7"'.5'�' P L A Y G R 0 U ND DIRT 24.0' 2.5' 2.5' 2.5 ELECT. � 6' WROUGHT IRON FENCE TRANSF. titer N 880551'470 W 290.00 ELECT. PED. BOX G R A S S A R E A d ❑ 1 A S P H A L T P A V E M E N T E. 9TI�. S T R%f E E T Of (n 0 V) N ' Q Q Q s4.7' / F.F. EL. 302.92 e' l Z c2 THOMAS � Ile- ENGINEERING CONIC. PVM'T, h ci SHEET NO: h > a PADS TEL: 501-753-4463 FAX: 501-753-6814 L (TTI') U O X � CONIC. I - - 44.4' ldz S. al F.F. EL. 304.85 G X -TIES 0 J b I O 1 wQ >UJ Q 1 Of Q GYMNASIUM 'o 6' WROUGH C0 CON ­IROENCE < a W m 1s' U < Q of X -TIE WALL m o � >' = n b n ENT F.F. EL. 299.05 ELECT. PANEL FIRST FL. EL. 309.86' 3'3 s E.2' z' , 9.5' 10 r Iv, METAL HC RAMP_ G R A S S A R E A CONIC. SIDEVALK 2.7' 1.5' 2,1.5' n 2• 3.5' 03• GRAVEL 5'Sa.7' a G z 0.7"'.5'�' P L A Y G R 0 U ND DIRT 24.0' 2.5' 2.5' 2.5 ELECT. � 6' WROUGHT IRON FENCE TRANSF. titer N 880551'470 W 290.00 ELECT. PED. BOX G R A S S A R E A d ❑ 1 A S P H A L T P A V E M E N T E. 9TI�. S T R%f E E T Of (n 0 V) n Q Q Q o l Z c2 THOMAS � Ile- ENGINEERING ACF- ci SHEET NO: 3810 LOOKOUT ROAD, N. LITTLE ROCK, AR. 72116 PADS TEL: 501-753-4463 FAX: 501-753-6814 L (TTI') U 4-I X CONC. I GRASS AREA CONC, SIDEWALK 0 or..A(JT yo CJ 9: 11 1t10MA8 9dClNL�RNO D J Na as i0, , GRAPHIC SCALE '.0 0 10 20 40 90 ( IN FEET ) I inch = 20 ft. SITE PLAN NOTES: 0 NEW CONCRETE CURB TYPE 'A" O2 TAPER TOP OF CURB TO MATCH TOP OF SIDEWALK IN LAST 3 FEET O3 CONCRETE SIDEWALK O4 DIRECTIONAL ARROW OS RELOCATED POWER POLE do ELECTRIC LINES © ACCESSIBLE PARKING SIGN O7 5' ACCESSIBLE RAMP ® WHITE PAINT STRIPING (TYP) O9 REPAIR ASPHALT PAVEMENT AS REQUIRED 10 REMOVE ASPHALT, RE -GRADE TO DRAIN TO NEW GRATE INLET do RE -PAVE 11 NEW CONCRETE CURB TYPE "D" 12 10' X 45' DUMPSTER PAD W/ 6' WOOD k GATE 13 NEW 6' HIGH WROUGHT IRON FENCE TO MATCH EXISTING. COORIDINATE EXACT LOCATION WITH ARCHITECT. 14 LOCKABLE GATE SHOWS NEW CONCRETE CURB SHOWS CONCRETE SIDEWALK CSHOWS ASPHALT PAVEMENT REPAIR GENERAL NOTES: 1. ALL DIMENSIONS SHOWN ARE TO THE BACK OF CURB UNLESS OTHERWISE NOTED, 2. SEE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF PORCHES, RAMPS, SLOPED PAVING, TRUCK DOCKS AND BUILDING UTILITY ENTRANCE LOCATIONS AND PRECISE BUILDING DIMENSIONS. 3. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL EE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING LT1LITlES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 4. CDNTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH O.S.H.A. AND ANY OTHER APPLICABLE LOCAL, STATE OR FEDERAL SAFETY REGULATIONS, INCLUDING THE USE OF TRENCH SHORING, ETC. ATE 0 PROFESSIONAL ENGINEER ... `O No. 4685 WITSELL EVANS RASCO 901 West Third Street Little Rock, AR 72201 501-374-5300 501374-5247 Fax w .WERsrch com COPYRIGHT 2006 `Y Q Z 4 U Z0 0 O F- J 0 H QJ M W D J () 06 J 0 Q �Q 0 g� UQ W Q LJJ Q_ U) RECVED V JUN 6:2 006 BY: C Issue Date: l MAY 15, 2006 Project Number: THOMAS STEDWA03.00 Ile- ENGINEERING COMPANY SHEET NO: 3810 LOOKOUT ROAD, N. LITTLE ROCK, AR. 72116 C-3 TEL: 501-753-4463 FAX: 501-753-6814