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HomeMy WebLinkAboutZ-8472 Map 12- Beginning of Sewer Line Invert In E. 10" CLAY=342.15 riven m c. Invert In E. 10" CLAY�330.30' W. 10TH STREET 60' R/W MATCH EXISTING MATCH EXISTING Invert Out W. 36" PVC=317.00' Invert Out W. 10" CLAY=33CONI rCURB AND GUTTER Invert Out W. 10" CLAY=354.28' CURB AND GUTTER Invert Out W. 10" CLAY=368.68' r PROPOSED CONC. 'R t�j 6Z16,�9 a0 I � t� iT S 6' � APRON �6+ `�6s 6' `gym `gym �O' �6' At�6'�j �j, i'/� Wt 4 SW1/4351 352 353 354 356 9 0 > s ss o > N8741 " 164.OtS�s ss =339.13' SECTION 6 _ ,( R 12-W' v Flo=333.03' To RIm=340S8SZ -- ss SS- - - ii To Awl) CORNER NE CO u owline 6.29 �' SS T-1 N, L1, o 10lu Flowline=333.79 FUTURE BUILDING y p It o rn $ECTIONS61/ _ _ N. $ -=_-�--�-' --= _ - _=- ---=` -: w' -------------------------------- ----- -�\ GRAPHIC SCALE IN FEET 1 2" C1 5 q S87°11'12"E 281.08 ° \ it I'' / 1Y., N _ 4V o 3�8" o -, S87 14'22"E 125.45' 1�2" S$7 41'23"E 111.79' \ REBAR 11 o• 30 0 30 I REBAR REBAR R��p \� T s ? 7LFI CTIF 11 o'4 o\ I R n �To tim c 40.13' - ' Fwllne- I, PROPOSED (1YP) z 4 n3' ---L-- TRACT 1 {11.0' 17.0 9.0' 3.8'-- SIDEWALK - -� 51.4' -- - -- 118.0' 12.5' 1 0' --- - MATCH 19 5' `r I I SIDEWALK ISTING = 338.55' NEW CURB AND � N s PROPOSED CONC. II R/S� i 87.ti>o. o _ �' I GUTTER �I �I APRON �� eo o I � � � 4 � f I _ --' --1-_ I RPz �200 O 6 6 4 4 2 O I ,:,, -u- - 55.7' �I 0 ���-T 3 o �I c NEW - � �' ��T, R rn 4'1.6-- PROPOSED w STRIPING ' "' I A Flp�wllne 3.,�:61-OUTT]OORIERRACE;. �� 3 3 t p 0 REBA �I 1 3� II 3 • I II 00 ' II - 136 REBAR o I - CURB AND GMATCH UTTER I STINGo © O 1' I II co - � 10 I I - I 335 ii - I 35S c 9 to 00 ^ rn l - yc�6 REBAR $ 7 M M I m \\\1 35 " 3S& `V 1 4 bl N I ¢ 6 I I fl f \ \ I I 13.2' 24.0' 18.0, 18.0' .0' ' 18.0' 18.0' 24.0' 18.0' 1810' 24.0' 18.0' III O II I I i`x2 GRATE INLE N ?, o A � EflARn 60.00'60.0' 60.0'334.17 \\..6' 24A13J' - 12.0' I III ., I �w, 4� 341.T r cctn I ll �I c \ 0 II e= � 7.3' PROPOSED BUILDING I t, '. I I II Ij L u 1 16 "' I II MATCH EXISTING GI l P OP O ED I II SIDEWALK 06 DEW LK ° O PROPOSED CONC. I' APRON 1 II I b ^ o ° 72' F 2^ 5.0 T 1 /2 V) I To Rim=372.1 - 3 ® Flowline=365.8 3 G Ps s N N87°28'42"W 2&20' T I o - M - - - ;I MATCH EXISTING -0 o .� - PROPOSED .O.W. - CURB AND GUTTER YARD HYDRANT m N C� 7777 77, CD J / /s , ° NEW CL W. 11TH STREET 0 R/W / v Sd8 T Top Rim=349.16'�d Invert In N. B" CLAY=345.55 9 �O S87°02'42"E 292: - u� 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 R PRO OSED PROPOSED EXISTING PAfIKING SPACES i CR CON �S SIDEWALK SPACES TO 190 / oD 15 SIDE K �S REMAIN l 1,nvpe In t 1Z' PC -- 39' 30.0' / \ / >/ rt Out S. 'Z" RCP 333.60' PARKING SPACES 225 // 3 o PROPOSED 12.0 18.0' NEW CL ACROSS TENTH / / / off. ° - 0 N STREET PROPOSED R.O.W. FUTURE BUIL 5.0' j \ i NEW PARKING 334 SPACES '® LEGEND (PROPOSED) N 00 X Rlm 11 R?�� ^ PROPOSED CONC. TOTAL PARKING 749 O SYMBOLS LINEWORK I In- -------- --- 33 W �O in rt In E. 8J AY= 27.1 ' 0 10 0 3 APRON - - - - - - - - M rt In S. 4" AY 27. 4' Do 4 h 10' UTILITY EASEMENT a ert Out W. 8' 32 .02 "' • SET IRON PIN EASEMENT To Rim=346. 8' LIGHT POLE ° o Flowline=34o.68, t LEGEND (EXISTING) o ,II NEW k POWER POLE CURB GRATE INLET o ■ TELEPHONE PEDESTAL tzoe-- o STRIPING To Rim=346.27' SS To Rim-106.68' ' yo D c1 INTERMEDIATE CONTOUR - vm ' Invert In N. 8" CLAY=339.26' NLI EWORK o TV PEDESTAL Tin s SE R EASE SYMBOLS fp - Invert In E. 8" CLAY=339.59' Q• ----------®------ ma MANHOLE INDEX CONTOUR �-1+--- 1 _ In invert Out W. 8 CLAY=339.12 PIN - o SEWER CLEANOUf I n - -- ---- --- - -=- -P - - EN 6 -- - MENI fB0 - --- - - --------- GRATE INLET -- --W -- ----- --- -- - ---- --- - - - -- - - _ 348- FOUND IRON EASEMENT GANIME - I � - - -- - S LIGHT SANITARY SE _ _ _ ____ v • TER SANITARY SEWER LINE 2 GAS LINE POLE ►� GAS VALVE Flowline=330.29' 1 - - - - --- DESTAL INTERMEDIA OUR BEE � POWER POLE CURB o_ 16 m TELEPHONE PE INTERMEDIATE 1CONT STORM SEWER PIPE I 1 GRATE INL METERa cd TV PEDESTAL ax STRUCTURE NUM WATER LINE Top Rim=106.66' o 46 I SAD TING ASSEMBLY MATCH EXISTING MANHOLE INDEX CONTOU1205 WATER VALVE Flowline=10261' ��?' o - - NEW CURB AND EWALK n WER CLEANOUT cti C) N _ o SANITARY SE SANITARY SEWER LINE FIRE HYDRANT ASSEM UNDERGROUND TELEPHONE 1e1 AIR RELEASE VALVE DERGROUND ELECTRIC DING 14.0' 250.4' GUTTER 12.0' II GAS METER fl D4 GAS VALVE 14 FIRE DEPARTMENT CONNECTIo4N Flowline of Box=329°28' i GAS LINE Y AND BOBBY JO Flowline of 36" RCP=326.69 I � __-_� STORM SEWER PIPE • WATER METER WATER LINE (SPECIFY SIZE &TYPE) ■ BACK FLOW PREVENTER OVERHEAD ELECTRIC UY I CHURCH PROPOSED Dop 16 Y WATERVALVEREDUCER RETAINING WALL L' _ UNDERGROUND TELEPHONE FIBER OPTIC r, Z^o° FIRE HYDRANT ASSEMBLY ! PLUG VALVE o z z 34S _ UNDERGROUND TELEVISION FFE= 332.65' AIR RELEASE VALVE UNDERGROUND ELECTRIC ❑ a, O cn Q o GRATED INLET " ' - t 16 FIRE DEPARTMENT CONNECTION OVERHEAD TELEVISION L o WATER METER OVERHEAD ELECTRIC o o chi -" EW DROP INLET --- I' I rx� ® SPRINKLER HEAD �'' CHAIN LINK FENCEXLU p - - i 100.0' 14.4' STRIPING 100.0' 24.0' w UNDERGROUND TELEVISION o t _ + m ELECTRIC PEDESTAL z z o L �: qIt - q N - OVERHEAD TELEVISION WOOD FENCE / r/ w a 40 BUILDING LINE PROPOSED EXISTING GRATED INLET MATCH EXIS �i�l BARBED WIRE FENCE a m i v �nQ 'ARKING " - 'r `«• doo -o r 11 PR POS D IDE ALK 11 R20.0' k�SIDEWALK ■u DROP INLET WOOD FENCECHAIN LINK FENCE BUILDING SET BACKCsig �. =,o #I R.0 W. S R?p 0, RIGHT OF WAY vj TREE BARBED WIRE FENCE J rr �p N87°26'41"W 288.99' o n-'SIGN SIGN �n PROPERTY LINE QI m 94' FIBER OPTIC 4 a = TREE TO BE REMOVED ROAD CENTERLINE =__ - - --_ �`o� i �► RIGHT OF WAY M s r - M7iTCHXISTIN ctJJ�T 12)TH STREET 60 R/W MATCH EXISTING ' MATCki EXISTING06 -Eso N CURB AND GUTTER, CURB AND GUTTER CURB AND GUTTER o5d 800 Exchange Ave., Suite 201 f nnwnv Arknntn5 72032 Crafton Tull Sparks ® engineering I surveying 501.328.3316 t 501.328.3325 f www.croftontullsparks.com ST.MARK BAPTIST CHURCH LONG -FORM PCD SITE PLAN 5722 WEST 12th STREET LITTLE ROCK, ARKANSAS Key Plan N°, Description Data This document, and the ideas and designs incorporated herein, as an instrument of professional service, is the property of Crafton, 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. NSI RUCTION ° PROJECT NO. 108002-00 C, A(t` ISSUE DATE: 03/26/10 �61 THIS G`°4 CONTACT: B.WILLIAMS o DOCUMENT IS in CHECKED BY: 2 PRELIMINARY IN NATURE AND IS NOT ° PRELIMINARY w AFINAL,SIGNED o PLANS �,� AND SEALED ©20IDDOCUMENTCrafton, Tull, Sparks '/� 9 &Assoaates, Inc. d' O Nor iana1s� SITE PLAN PCD-1