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Home My WebLink AboutZ-6964 Map 2VICINITY MAP x82.34 W xa3.a7 x85.21 404± LF /-SIDEWALK DTL #2 xall. 17 6.5' 5' x92.as 5' E 5100 Ca z H X w CONNECT TO EXISTING CURB & GUTTER E 5050 CONSTRUCTION LIMITS SAWCUT AND REMOVE 451 LF EXISTING CURB AND GUTTER CONNECT TO FG99.35 O ',I EXISTING CURB 99.711 & GLITTER TC 99.60LIJ CONSTRUCT :RW ERHANDICAPRAMP 09 GRAPHIC SCALE 1. 5 10 - - - 20 1 inch = 10 ft 11.5' 5' 94.42 -RELOCATE 1 $ POWER POLE 101.02 ^\ 101.35 TIE PROPOSED SIDEWALK TO EXISTING PAVEMENT R20' R20' z DETAIL #1 0 0 0 0 TAPER PROPOSED SIDWALK TO EXISTING SIDEWALK R20' LANDSCAPE REFER TO CITY STD // PW -53 / =k FG 97.31 6' TE 15' FIRST BAPTIST CHURCH OF LITTLE ROCK FF=98.08 0) rn z l CONCRETE MATCH EXISTING EX ANSI 7N JOINT FG 9s.7a / SAW CUT EXISTING SIDEWALK -►uae �- SEE DETAIL #1 ITERI REMOVE EXISTING CONCRETE SIDEWALK REMOVE R25' FG 98.70 PLANTERG 97.89 FREMOVE -I FG 98.49 \LIGHT R10' GRASS FG 99.77 FG loPROPOSED SIDEWALI CiLL- - - - - - CONCRETE SIDEWALK POWER POLE TC 100.76 40 TC 100.91 z R20 DETAIL -I 271 t LF SIDEWALK RELOCATE 99.97 PROPOSED R REMOVE ^-,x99.60 PROPOSED SIDEWALK 21' EXISTING R/W POWER POLCOH 101.62 >< 102.20- GRAPHIC SCALE ( IN FEET ) 1 inch - 30 tL R25' 21' 8.75 I (r` FG 98.96 CP2 20' REMOVE LIGHT /R251` 10' LANDSCAPE (BY OTHERS) 26' REMOVE AND RECONS UCT SIDEWALK CONCRETE 7- jj / L A C�oNCRE PLANTER R25' LIGHT BAR� 5' L`l CONCRETE 15' REMOVE REMOVE CP3 GRASS REMOVE AND RECONSTRUCT SIDEWALK 0 0 MATCH EXISTING c.0. EXPANSION JOINT z CONCRET�IO - 13' -i- REMOVE EXISTING CONCRETE SIDEWALK LIGHT -PROPOSED R/W R18' - FG 98.60 E(: SED SIDEWALK EXISTING R/W C FIRE I-1YDRANT SIGNS TC 99.84SIGN SIGN TC 98.80 CJSS TC 97.97 LANDSCAPE 0'-I FIRST BAPTIST CHURCH LITTLE ROCK, ARKANSAS REFERENCE E 5050 CONSTRUCT FG 9 .50 HANDICAP j RAMP ICONSTRUCTION LIMITS If ISAWCUT AND REMOVE 441 LF EXISTING CURB AND GUTTER 97.77 FG 97.74 i 47.77 FG 97.74 CONSTRUCT HANDICAP -� RAMP CONCRETE E 5100 TIE PROPOSED SIDEWALK TO EXISTING SIDEWALK SIGNAL S1UG CABLE SIGN BOJBOXSII--�� @WATER NAL VALVE POLE [ WATER VALVES i POLE An SIGN LAYOUT AND GRADING PLAN DATE: 11/17/00 REV. DATE: AMI ENGINEERING, INC R ACAD: PSCHVRCH ENGINEERS * PLANNERS * SURVEYORS ' PHOTOGRAMMETRISTS VIEW PLAN 201 Markham Center Drive PROJECT N: 0011110 P. 0. Box 25937 * Little Rock, Arkansas 72221 (501) 227-7117 Fax: (501) 227-5755 SHEET: of to 0 DETAILED CONSTRUCTION 00 w 76± LF rn z FRONTZOF CHURCH z z PAVING ALTERNATES FOR DRIVE SIDEWALK GENERAL NOTES: SIDEWALK 1. A PHA T 1. CONSTRUCT HANDICAP RAMPS PER CITY STD # PN -51 & PW -53. 100.03 99.19 A. USE 2'-0" CURB & GUTTER UPRIGHT CLASS 3 PER LITTLE ROCK BM POINTS 2. MATCH EDGE OF SIDEWALK NEAREST TO CURB L!'<: TO EXISTING GROUND LEVEL EXCEPT PARHAM ROAD STANDARD DETAIL PW -29. DETAILED AREA. CP 1 DESIGNED BY: jDRV B. USE 7" BASE COURSE WITH 2" ASPHALT ON SUBGRADE ELEV.=100.00 3. SIDEWALK TO BE 4" THICK AND HAVE A CROSS SLOPE OF NO MORE THAN 0.1' (ONE TENTH COMPACTED TO SPECIFICATION. N 10000,0000 FOOT) EXCEPT AS SHOWN IN DETAILED AREA. C. All MATERIAL AND CONSTRUCTION TO MEET SECTIONS 303, 404, E 5000.0000 4. CONCRETE WALK CONSTRUCTION TO MEET SECTION 633 OF THE CURRENT EDITION OF AHTD CHECKED BY: jDRV 407, 408, & 634 OF CURRENT AHTD (ARKANSAS HIGHWAY ANDCP (ARKANSAS HIGHWAY AND TRANSPORTATION DEPARTMENT). 2 TRANSPORTATION DEPARTMENT) SPECIFICATIONS. ELEV.=99.25 5, CONCRETE SHALL MEET AHTD SPECIFICATIONS, SECTION 802 AND WILL HAVE A MINIMUM 28 II. CONCRETE N 10000.0000 DAY COMPRESSIVE STRENGTH OF 3000 PSI. PRELIMINARY: E E 5069.8925 1a t 6. COORDINATION, APPROVALS, WORKMANSHIP, AND CITY INSPECTIONS ARE TO BE PER CITY OF r A. MATERIALS AND CONSTRUCTION OF THE CONCRETE DRIVES SHALL LITTLE ROCK REQUIREMENTS. THE CITY IS TO BE NOTIFIED BEFORE CONSTRUCTION BEGINS. MEET SECTION 505 OF AHTD SPECIFICATION. 3000 PSI CP 3 FINAL: CONCRETE WILL BE USED. JOINTS TO BE CONSTRUCTED PER THESE ELEV.=98.41 7. ALIGNMENT AND GRADES ARE TO BE APPROVED BY THE OWNER AND THE CITY OF LITTLE Q ••• .,,p"** ',;3,qj ••' SPECIFICATIONS. N 10000.0470 ROCK AFTER FORMING AND BEFORE CONCRETE IS POURED. REQUIRED ADJUSTMENTS WILL BE ❑ E 5144.4697 AT THE EXPENSE OF THE CONTRACTOR. Et;ylt``� B. USE A 5" CONCRETE SLAB OVER A SUBGRADE COMPACTED TO STANDARD SPECIFICATIONS. SLAB TO HAVE 1000 10/10 WIRE MESH 1X" FROM 8. TREES SO MARKED SHALL BE REMOVED AND SPRINKLER HEADS SHALL BE RELOCATED PER DATE BY BOTTOM. OWNERS DIRECTIONS. C. MONOLITHIC CURB SHAPED PER DETAILS OWN ABOVE WILL BE AS BUILT: 9. THE LOCATION OF ALL EXISTING U ILITIES IS TO BE OBTAINED BY THE CONTRACTOR PRIOR REVISIONS USED. TO BEGINNING CONSTRUCTION. H WNER IS TO BE NOTIFIED OF ANY UTILITIES INTERFERENC WITH CONSTRUCTION ON THIS PROJECT BEFORE WORK BEGINS. D. TRANSVERSE JOINTS WILL BE PLACED AT 5' INTERVALS. A LONGITITJDAL JOINT WILL BE PLACED IN THE MIDDLE OF THE 15' b/b PAVED 10. WHERE SIDEWALK IS CONSTRUCTED IN NEWLY LANDSCAPED AREAS, THE LANDSCAPING WILL SECTION. HAVE MINIMUM DISTURBANCE OF AREA OUTSIDE OF SIDEWALK. LANDSCAPING ROMOVED FOR 0 FIRST BAPTIST CHURCH %1 CONSTRUCTION WILL REMAIN THE PROPERTY OF THE OWNER UNLESS DIRECTED OTHERWISE. O O z z z : LANDSCAPE K LANDSCAPE CONC. LANDSCAPE II z z III - CONCRETE -..-""'"'-✓iii .i .'-- I 3351 LF DTL -E E CONC-ETE SEE SECTION ABOVE #2 TyuGHT,ocHt SIDEWALK S w GHT ELOCATE RELOCATE ^�/1E1 REMOVE RELOCATE PLANDER ;HT R�.E� LANDSCAPE _.,BAR 97.a+ PROPOSED R W 97. rRIN"F s6.o9 J 1oo.a5 ro 01.00 ;IGN ... _..-..-.. _..I PR POSED SIDEWALK///,LPROPOSED .. _..- -.. _. SIDEWALK - - - -a_.._ .z.._ P SIDEWALK' S S Ea. 51D W.L.. P E A POWER POLE 21 - -. _.._.._.._.._.._.. CP2 CONCRETE CP3 c -- II rRIv�L�R p_'.,vEk COLE EXISTING R/ HE �d N R GNA_ BOx FIRE HY°R NT ¢ HEAD 7ELEPHOhE POWER 'OLE SPRINKEh WATER _ v BOX 21' BOX eAD TELEI PIECE CONCRETE Gft ASS SIGNS GRAS' SIGN SIGN CONCRETE 51 )N ry mx_97.90 CURB IWLET 'Po VALVES PEDESTAL I, 98.92 ±00.±8 t0±82 10249 FIRST BAPTIST CHURCH LITTLE ROCK, ARKANSAS REFERENCE E 5050 CONSTRUCT FG 9 .50 HANDICAP j RAMP ICONSTRUCTION LIMITS If ISAWCUT AND REMOVE 441 LF EXISTING CURB AND GUTTER 97.77 FG 97.74 i 47.77 FG 97.74 CONSTRUCT HANDICAP -� RAMP CONCRETE E 5100 TIE PROPOSED SIDEWALK TO EXISTING SIDEWALK SIGNAL S1UG CABLE SIGN BOJBOXSII--�� @WATER NAL VALVE POLE [ WATER VALVES i POLE An SIGN LAYOUT AND GRADING PLAN DATE: 11/17/00 REV. DATE: AMI ENGINEERING, INC R ACAD: PSCHVRCH ENGINEERS * PLANNERS * SURVEYORS ' PHOTOGRAMMETRISTS VIEW PLAN 201 Markham Center Drive PROJECT N: 0011110 P. 0. Box 25937 * Little Rock, Arkansas 72221 (501) 227-7117 Fax: (501) 227-5755 SHEET: of 76± LF 841 LF TELEPHONE SIDEWALK MANHOLE SIDEWALK 101.83 101.13 100.03 99.19 98.50 98.53 99.01 RODNEY PARHAM ROAD DESIGNED BY: jDRV wy DRAWN BY: JJHM CHECKED BY: jDRV . APPROVED BY: jDRV K. 120 1A PRELIMINARY: E 1a t -1E r � FINAL: ❑ Q ••• .,,p"** ',;3,qj ••' FOR CONSTRUCTION: ❑ Et;ylt``� DATE BY DESCRIPTION I AS BUILT: ❑ DATE SHT REVISIONS FIRST BAPTIST CHURCH LITTLE ROCK, ARKANSAS REFERENCE E 5050 CONSTRUCT FG 9 .50 HANDICAP j RAMP ICONSTRUCTION LIMITS If ISAWCUT AND REMOVE 441 LF EXISTING CURB AND GUTTER 97.77 FG 97.74 i 47.77 FG 97.74 CONSTRUCT HANDICAP -� RAMP CONCRETE E 5100 TIE PROPOSED SIDEWALK TO EXISTING SIDEWALK SIGNAL S1UG CABLE SIGN BOJBOXSII--�� @WATER NAL VALVE POLE [ WATER VALVES i POLE An SIGN LAYOUT AND GRADING PLAN DATE: 11/17/00 REV. DATE: AMI ENGINEERING, INC R ACAD: PSCHVRCH ENGINEERS * PLANNERS * SURVEYORS ' PHOTOGRAMMETRISTS VIEW PLAN 201 Markham Center Drive PROJECT N: 0011110 P. 0. Box 25937 * Little Rock, Arkansas 72221 (501) 227-7117 Fax: (501) 227-5755 SHEET: of