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Home My WebLink AboutZ-6991 Map 1L_ 10.3• SHELTER 8.2' ICE BRIDGE [EL; 307.47 305.39 EXIST. 6' CHAIN—LINK FENCE ON SOUTH SIDE ulR x"_EL: 303.22 PROPOSED MONOPOLE ELEVATION SCALE; 1"=30' VICINITY MAP *NOTE: REPAIR, REPLACE, OR EXTEND EXISTING DAMAGED OR MISSING 1. BEARINGS SHOWN ARE BASED ON THE ASSUMPTIO1 THE NORTH LINE OF TRACT CRYSTAL VALLEY ROADGOPG� BEING S 90000'00" E. 2. CURB AND GUTTER, SIDEWALK, RAMPS OR CONCRETE DRIVEWAY - FEATURES HAVE BEEN LOCATED AND SHOWN. UNDERGROUND UTILITY LINE ROADBASELINE APRONS WITHIN THE PUBLIC RIGHT-OF-WAY ADJACENT TO THE 3. SET #5 REBAR AT ALL CORNERS UNLESS NOTED OTHERWISE. 4. SITE, L� N ACCORDING TO THE FEDERAL EMERGENCY MANAGE'4ENT AGENCY FLOOD INSURANCE - — A Y YO UNR. R•mP mud a •^...0 rvu c CONTACT MELVIN HALL AT 501-371-4856 FOR INSPECTIONS n NOVEMBER 3, 1993, THE PROPERTY DEPICTED ON THIS SURVEY IS LOCATED IN ZONES "X" AND "AE" AND IS LOCATED IN THE 100 YEAR FLOOD PLANE. 6. OF ANY WORK IN THE PUBLIC RIGHT-OF-WAY PRIOR TO NY O•;,1A R�laa'1{ \. Lw ANO, u Cqu•1 a I" 1 CEM. 5 PLACEMENT OF CONCRETE OR ASPHALT OR FOR ON-SITE 30 Curb 4 slw ox CLARIFICATION OF REQUIREMENTS PRIOR TO COMMENCING �_li OIM '- '� file PR-dL WORK. FAILURE TO DO SO CAN RESULT IN REMOVAL OF ANY I W SITE DIRECTIONS IMPROPERLY PLACED CONCRETE OR ASPHALT AT THE EXPENSE = I °d)ncenL !•mp e;0- / R.'T '_�Z� M pre1.=l 1•odx.M. PLAN dcarr —�_ Nentle WYI.d ;:,mases:: OF THE OWNER OR CONTRACTOR. SIDE OF ROAD. t.E_ S HA•n@ • d Mb 4e9vlm "W, "Vp 1✓ +! d W J W = ♦dlrtenl l° c h lana•=•). .IN C%p•uLl°n lWnt YnLrrIJ e.yWrd _ >„ 'r t� A. blOe At W .. At I"lal•. SIDE ALK ma I ra•.•P (ndnl-`r-m> I I a 0 a � ••"'• L— 1' Wnlmum elilh J � W N o cw,. r.p "w Y.dmam Wn. PLAN cn•rn tl r -.t— 0/t a.pw) • Q 00 ro ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INSURANCE a w RATE MAP, COMMUNITY PANELS /!050181-0020E & #050181-0021E, DATED v=be..a. L. b. l•mP•tl.d ON N. NOVEMBER 3, 1993, THE PROPERTY DEPICTED ON THIS SURVEY IS LOCATED a w IN ZONES 'X" AND "AE" AND IS IN THE 100 YEAR FLOOD PLANE. o •a3 NOTE: THIS APPLIES TO RAMP DCTAILS SHEETS BASE FLOOD ELEVATION IS 294.0 FEET MSL, BASED ON P.A.G.I.S. MON. PW -48 TO PW -53 WHEN RAMP IS NOT SECTION mu. YEPTB 0 # 2070-0136, THE PROPOSE[: SHELTER AND MONOPOLE SITE HAS BEEN PERPENDICULAR TO GARB.MQUIRED R..nd•n ).mL .wn w I=•wud h.n•.. ptln4 u ELEVATED ABOVE THE BASE 130 YEAR FLOOD PLANE ELEVATION. L_ 10.3• SHELTER 8.2' ICE BRIDGE [EL; 307.47 305.39 EXIST. 6' CHAIN—LINK FENCE ON SOUTH SIDE ulR x"_EL: 303.22 PROPOSED MONOPOLE ELEVATION SCALE; 1"=30' PROPERTY DESCRIPTION: PART OF THE SE 1/4 OF THE SW 1/4 AND PART OF THE SW 1/4 OF THE SE 1/4 OF SECTION 5, TOWNSHIP 1 SOUTH, RANGE 13 WEST, PULASKI COUNTY, ARKANSAS, MORE PARTICULARLY DESCRIBED AS FOLLOWS: STARTING AT THE SOUTHEAST CORNER OF SAID SECTION 5, THENCE NORTH 89 DEGREES 46 MINUTES 11 SECONDS WEST ALONG THE SOUTH LINE OF SAID SECTION 5 A DISTANCE OF 3228.61 FEET TO A RAILROAD SPIKE MARKING THE INTERSECTION OF SAID SOUTH LINE OF SECTION 5 AND THE CENTERLINE OF ARKANSAS STATE HIGHWAY No. 5; THENCE NORTH 07 DEGREES OG MINUTES EAST ALONG SAID CENTERLINE 271.54 FEET; THENCE CONTINUE NORTHEASTERLY ALONG SAID CENTERLINE, BEING THE ARC OF A 1842.47 FOOT RADIUS CURVE TO THE RIGHT HAVING A CHORD BEARING AND DISTANCE OF NORTH 14 DEGREES 45 MINUTES EAST 496.92 FEET; THENCE SOUTH 67 DEGREES 30 MINUTES EAST 40.0 FEET TO A POINT ON THE EAST RIGHT OF WAY LINE OF ARKANSAS STATE HIGHWAY No. 5 AND THE POINT OF BEGINNING; THENCE NORTH 22 DEGREES 30 MINUTES EAST ALONG SAID EAST RIGHT OF WAY LINE 148.95 FEET; THENCE EAST 878.45 FEET; THENCE SOUTH 235.0 FEET; THENCE WEST 972.77 FEET TO A POINT ON THE EAST RIGHT OF WAY LINE OF SAID ARKANSAS STATE HIGHWAY No. 5; THENCE NORTHEASTERLY ALONG SAID EAST RIGHT OF WAY LINE, BEING THE ARC OF A 1802.47 FOOT RADIUS CURVE 10 THE RIGHT HAVING A CHORD BEARING AND DISTANCE OF NORTH 20 DEGREES 50 MINUTES EAST 104.4 FEET TO THE POINT OF BEGINNING, CONTAINING 5.00 ACRES. "OTTER CREEK/SA-2036" VICINITY MAP GENERAL NOTES 1. BEARINGS SHOWN ARE BASED ON THE ASSUMPTIO1 THE NORTH LINE OF TRACT CRYSTAL VALLEY ROADGOPG� BEING S 90000'00" E. 2. ALL UNDERGROUND UTILITIES MAY NOT HAVE BEEN SHOWN, ABOVE GROUND FEATURES HAVE BEEN LOCATED AND SHOWN. UNDERGROUND UTILITY LINE ROADBASELINE WHICH HAVE BEEN FLAGGED BY THEIR RESPECTIVI: OWNERS HAVE BEEN SHOWN. 3. SET #5 REBAR AT ALL CORNERS UNLESS NOTED OTHERWISE. 4. ELEVATIONS SHOWN ARE BASED ON PAGIS MON. "2070-0136". 5. ACCORDING TO THE FEDERAL EMERGENCY MANAGE'4ENT AGENCY FLOOD INSURANCE - — A Y YO UNR. R•mP mud a •^...0 rvu c RATE MAP, COMMUNITY PANELS $050181-0020E & #050181-0021E, DATED NOVEMBER 3, 1993, THE PROPERTY DEPICTED ON THIS SURVEY IS LOCATED IN ZONES "X" AND "AE" AND IS LOCATED IN THE 100 YEAR FLOOD PLANE. 6. ALL FENCES LOCATED ARE SIX (6) FOOT CHAIN—LNK. NY O•;,1A R�laa'1{ \. Lw ANO, u Cqu•1 a I" 1 PROPERTY DESCRIPTION: PART OF THE SE 1/4 OF THE SW 1/4 AND PART OF THE SW 1/4 OF THE SE 1/4 OF SECTION 5, TOWNSHIP 1 SOUTH, RANGE 13 WEST, PULASKI COUNTY, ARKANSAS, MORE PARTICULARLY DESCRIBED AS FOLLOWS: STARTING AT THE SOUTHEAST CORNER OF SAID SECTION 5, THENCE NORTH 89 DEGREES 46 MINUTES 11 SECONDS WEST ALONG THE SOUTH LINE OF SAID SECTION 5 A DISTANCE OF 3228.61 FEET TO A RAILROAD SPIKE MARKING THE INTERSECTION OF SAID SOUTH LINE OF SECTION 5 AND THE CENTERLINE OF ARKANSAS STATE HIGHWAY No. 5; THENCE NORTH 07 DEGREES OG MINUTES EAST ALONG SAID CENTERLINE 271.54 FEET; THENCE CONTINUE NORTHEASTERLY ALONG SAID CENTERLINE, BEING THE ARC OF A 1842.47 FOOT RADIUS CURVE TO THE RIGHT HAVING A CHORD BEARING AND DISTANCE OF NORTH 14 DEGREES 45 MINUTES EAST 496.92 FEET; THENCE SOUTH 67 DEGREES 30 MINUTES EAST 40.0 FEET TO A POINT ON THE EAST RIGHT OF WAY LINE OF ARKANSAS STATE HIGHWAY No. 5 AND THE POINT OF BEGINNING; THENCE NORTH 22 DEGREES 30 MINUTES EAST ALONG SAID EAST RIGHT OF WAY LINE 148.95 FEET; THENCE EAST 878.45 FEET; THENCE SOUTH 235.0 FEET; THENCE WEST 972.77 FEET TO A POINT ON THE EAST RIGHT OF WAY LINE OF SAID ARKANSAS STATE HIGHWAY No. 5; THENCE NORTHEASTERLY ALONG SAID EAST RIGHT OF WAY LINE, BEING THE ARC OF A 1802.47 FOOT RADIUS CURVE 10 THE RIGHT HAVING A CHORD BEARING AND DISTANCE OF NORTH 20 DEGREES 50 MINUTES EAST 104.4 FEET TO THE POINT OF BEGINNING, CONTAINING 5.00 ACRES. "OTTER CREEK/SA-2036" VICINITY MAP 30 CITY OF LITTLE ROCK, PUBLIC WORKS CRYSTAL VALLEY ROADGOPG� STANDARD SIDEWALK DETAILS tA ��PGPPOBASELINE ROADBASELINE ROAD WRe "AN WATION 5 10V1Nj0HN 0 CREEK III= AN POOREO YRN l t xr•d Al SUB. ROGK - — A Y YO UNR. R•mP mud a •^...0 rvu c OTTER CREEK ROAD =Idlculnr W ae t r Rn• I br m. kII��k�:�grJv1 1k I ` NbN= lurk• Rep•rlmenl. , �` I;7I't"" t.'J t^`a`. r• [a.ah lW... Rh.0 w aL . iw ar.l.I!• = 4' / q FHIILLST NY O•;,1A R�laa'1{ \. Lw ANO, u Cqu•1 a I" 1 CEM. 5 W b tlds..R, eliUn. o p\I,` 30 Curb 4 slw ox �_li OIM '- '� file PR-dL �I SITE DIRECTIONS .ter I' euro b RIGHT ONTO OTTER CREEK ROAD, AND GO APPROX. 0.9 MILES TO STATE HWY. #5. (STAGECOACH ROAD). TURN RIGHT ONTO °d)ncenL !•mp e;0- / R.'T '_�Z� M pre1.=l 1•odx.M. PLAN dcarr —�_ Nentle WYI.d ;:,mases:: APPDX. 0.1 MILE AND SITE IS ON RIGHT SIDE OF ROAD. GUTTER AMC. 3' WIDE GROOVES d=1nl '.°•'%k:;.� IIIIS ARLA ONLY le Ruvelmn • a Rd,•% =Ad NO LIP p.,mh Cn „ul•n WWI.1 I• R•yuwd 9elx•w RsddMWl *•Yi ''?t' ; HA•n@ • d Mb 4e9vlm "W, "Vp 1✓ +! d ♦dlrtenl l° c h lana•=•). .IN C%p•uLl°n lWnt YnLrrIJ e.yWrd _ >„ 'r t� A. blOe At W .. At I"lal•. SIDE ALK ma I ra•.•P (ndnl-`r-m> I I RAIMP R Zq. I uMrcde W.{In u gPmM. a':d' ml° WdW[ !,y �J L•i1tJ_ NW m•dmum tlap• I:ed I I I I I 1 m dv.cu=a � ••"'• L— 1' Wnlmum elilh J -wool TYPE 3 RAMP uN m.amnm r.mP aap. i cw,. r.p "w Y.dmam Wn. PLAN cn•rn tl r -.t— 0/t a.pw) • • EXPANSION JOINT 6'4y; ., r tl. [Rbe.. • ALTERNATE 1 v=be..a. L. b. l•mP•tl.d ON N. d.nxl) ., pm •.d11 KrL.-Iw Nr! Hey°"d Gn•Wcted e%P.WdION Subyd• W A. Cm°Paelsa uud.r M°n°IINI° 101M p,mp 8udm (121 Y•° 9=pe) - naea•u w "el Iw Ih•n ANN Y••. y C.tu,1 NOTE: THIS APPLIES TO RAMP DCTAILS SHEETS PW -48 TO PW -53 WHEN RAMP IS NOT SECTION mu. YEPTB PERPENDICULAR TO GARB.MQUIRED R..nd•n ).mL .wn w I=•wud h.n•.. ptln4 bdc° Pd la='•=••-`_ -- -- SECTION A -A EXPANSION DETAIL J PROPERTY DESCRIPTION: PART OF THE SE 1/4 OF THE SW 1/4 AND PART OF THE SW 1/4 OF THE SE 1/4 OF SECTION 5, TOWNSHIP 1 SOUTH, RANGE 13 WEST, PULASKI COUNTY, ARKANSAS, MORE PARTICULARLY DESCRIBED AS FOLLOWS: STARTING AT THE SOUTHEAST CORNER OF SAID SECTION 5, THENCE NORTH 89 DEGREES 46 MINUTES 11 SECONDS WEST ALONG THE SOUTH LINE OF SAID SECTION 5 A DISTANCE OF 3228.61 FEET TO A RAILROAD SPIKE MARKING THE INTERSECTION OF SAID SOUTH LINE OF SECTION 5 AND THE CENTERLINE OF ARKANSAS STATE HIGHWAY No. 5; THENCE NORTH 07 DEGREES OG MINUTES EAST ALONG SAID CENTERLINE 271.54 FEET; THENCE CONTINUE NORTHEASTERLY ALONG SAID CENTERLINE, BEING THE ARC OF A 1842.47 FOOT RADIUS CURVE TO THE RIGHT HAVING A CHORD BEARING AND DISTANCE OF NORTH 14 DEGREES 45 MINUTES EAST 496.92 FEET; THENCE SOUTH 67 DEGREES 30 MINUTES EAST 40.0 FEET TO A POINT ON THE EAST RIGHT OF WAY LINE OF ARKANSAS STATE HIGHWAY No. 5 AND THE POINT OF BEGINNING; THENCE NORTH 22 DEGREES 30 MINUTES EAST ALONG SAID EAST RIGHT OF WAY LINE 148.95 FEET; THENCE EAST 878.45 FEET; THENCE SOUTH 235.0 FEET; THENCE WEST 972.77 FEET TO A POINT ON THE EAST RIGHT OF WAY LINE OF SAID ARKANSAS STATE HIGHWAY No. 5; THENCE NORTHEASTERLY ALONG SAID EAST RIGHT OF WAY LINE, BEING THE ARC OF A 1802.47 FOOT RADIUS CURVE 10 THE RIGHT HAVING A CHORD BEARING AND DISTANCE OF NORTH 20 DEGREES 50 MINUTES EAST 104.4 FEET TO THE POINT OF BEGINNING, CONTAINING 5.00 ACRES. "OTTER CREEK/SA-2036" VICINITY MAP 30 S CRYSTAL VALLEY ROADGOPG� tA ��PGPPOBASELINE ROADBASELINE ROAD OTTER 5 10V1Nj0HN 0 CREEK SITE 30 US� SUB. ROGK OTTER CREEK ROAD OTTER CREEK ROAD FHIILLST I CEM. 5 30 0 SITE DIRECTIONS ON INTERSTATE 30 WEST, TAKE THE OTTER CREEK RD. (MABELVALE) EXIT. TURN RIGHT ONTO OTTER CREEK ROAD, AND GO APPROX. 0.9 MILES TO STATE HWY. #5. (STAGECOACH ROAD). TURN RIGHT ONTO HWY. #5 (STAGECOACH ROAD) AND GO APPDX. 0.1 MILE AND SITE IS ON RIGHT SIDE OF ROAD. ZONING DRAWING OF: OTTER CREEK/SA-2036 SITE