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Home My WebLink AboutZ-7783-C Map 3t 0 \\ \ \ O w '_ Drainage P \ (liesjAO M.H./ Ine El 9294To lmv Elev.=86.44' \o' K C(7/)O/t p �ILts 5/8" Rebar t e// Rp\bllc ��11tt F/0 CP7-- Pik ( \ 6 _` \orb &\ 5/93 Rebar 8 i• Mop ^ S9' \\\ tter `� B > �wOfer ��•a �� 0:A2, ,d` 2 U LT 6.0 R \ Co// °fer \ r� e kP 0 W w/ II OPOSl 3 tUj `tl PROPERTY OF: BAILEY PURE TRUST (ZONED i LOT 59 WESTCHESTER SUB. PROPERTY OF: CRATER, ALHONSO JR. CRATER, CECELIA R. (ZONED R-2) LOT 58 WESTCHESTER SUB. PROPERTY OF: CURTIS, TODD M. CURTIS, CANDICE K. (ZONED R-2) El I I I qEA S92 ht / r°\\3� o6'� ° 4r�tOy w r) Q T •6 6 8 I 49 � � � T I O 4 I O• S X18 OT 1 0622 6 269 5 0 jviii. �' • ! %MOIR \ 0 0� 30 /N k � o � O . Q Q 44.71x r d/I W I I o �I01 FENCE LINE - o �C / PER DESCRIPTION IN TITLE COMM. W AS PER SURVEY LU COMPUTED POINT z1 0 l (. m Y FOUND MONUMENT wv OI�tyW f ® WATER METER ro CC Drai 9 M.H./Cprb Inle Top Elev.=94.91 Fnd. R/W Monu. nv. Elev.=87.90' Alum. Cap PROPERTY OF: TUCKER, TOMMY E. TUCKER, ILEANE (ZONED R-2) PROPERTY OR TUCKER, TOMMY E. TUCKER, ILEANE (ZONED R-2) 10.0 6 34.3 m a, PLAGROXND 1 l :6 14.4' 85)) 1 I III \ �0 \ 13\ Qa AREA \\snd; 91 12" Oa ok \'9S99,9;76, 11 8In g 9\ �\p` 70 Rine h.a0 OakR��s\9S.S.M.H. \Top Elev._83.48' 86 s> Q o Inv. Elev. 4"=79.90 ��e \64 S\ \ P cbn C 18� Inv. Elev. 10 79.36• P.0.8. S 89.11 �T' \ 1 �` \\ \ �17e 1 /2" Rebar 1/2" Rebar PROPOSED 8' WOOD NCE ACE D C D S 89' 16'^57" W 180.000 Wood Fence o '59" W P.O.C. (Basis of Bearings) N 00° 16'59 -0 Southwest Cor. PROPERTY OF: ,.,.-...{LOT 77R^ ^ TRACT DESCRIPTION: (AS PROVIDED PER TITLE COMMITMENT NO. 24-1327OW) PART OF THE NORTHEAST QUARTER NORTHWEST QUARTER, SECTION 19, TOWNSHIP 2 NORTH, RANGE 13 WEST, PULASKI COUNTY, ARKANSAS, MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF SAID NE 1/ NW X, OF SECTION 19, THENCE RUN EAST, 180 FEET; THENCE RUN NORTH 766.1 FEET TO THE SOUTHERLY RIGHT OF WAY LINE OF ARKANSAS STATE HIGHWAY NO. 10; THENCE RUN IN A NORTHWESTERLY DIRECTION ALONG THE SOUTHERLY RIGHT OF WAY LINE OF SAID HIGHWAY TO A POINT WHERE THE SOUTHERLY RIGHT OF WAY LINE OF SAID HIGHWAY INTERSECTS THE WEST LINE OF SAID NE Y4 NW I/; THENCE RUN SOUTH ALONG THE WEST LINE OF SAID NE 1/ NW Y4 TO THE POINT OF BEGINNING; LESS AND EXCEPT: PART OF THE NE 1/ NW Y OF SECTION 19, TOWNSHIP 2 NORTH, RANGE 13 WEST, PULASKI COUNTY, ARKANSAS, NOW IN THE CITY OF LITTLE ROCK, ARKANSAS, MORE PARTICULARLY DESCRIBED AS: BEGINNING AT THE SOUTH 1 1 WEST CORNER OF SAID NE /a NW / ;THENCE NORTH 00 DEGREES 35 MINUTES 37 SECONDS WEST ALONG THE WEST LINE OF SAID NE Y4 NW 1/, 238.0 FEET; THENCE NORTH 89 DEGREES 16 MINUTES 57 SECONDS EAST PARALLEL TO THE SOUTH LINE OF SAID NE 1/ NW Y4, 180.0 FEET; THENCE SOUTH 00 DEGREES 35 MINUTES 37 SECONDS EAST PARALLEL TO THE: WEST LINE OF SAID NE % NW 14, 238.0 FEET TO A POINT ON THE SOUTH LINE OF SAID NE Y4 NW 1/: THENCE SOUTH 89 DEGREES 16 MINUTES 57 SECONDS WEST ALONG THE SOUTH LINE OF SAID NE % NW 1/, 180.0 FEET TO THE' POINT OF BEGINNING, AND LESS AND EXCEPT: PART OF THE NE1/4 OF THE NW % OF SECTION 19, TOWNSHIP 2 NORTH, RANGE 13 WEST, PULASKI COUNTY, ARKANSAS, MORE PARTICULARLY DESCRIBED AS FOLLOWS: STARTING AT THE SOUTHWEST CORNER OF THE NE 1/4 OF THE NW % OF SECTION 19; THENCE NORTH 00 DEGREES 17 MINUTES 30 SECONDS EAST ALONG THE WEST LINE THEREOF, A DISTANCE OF 817.01 FEET FOR THE POINT OF BEGINNING, SAID POINT BEING THE SOUTHWESTERLY PROPOSED RIGHT OF WAY LINE OF STATE HIGHWAY 10; THENCE CONTINUE NORTH 00 DEGREES 17; MINUTES 30 SECONDS EAST ALONG SAID EAST LINE A DISTANCE OF 19.91 FEET TO A POINT ON THE SOUTHWESTERLY EXISTING RIGHT OF WAY LINE OF STATE HIGHWAY 1 • THENCE SOUTH 66 DEGREES 25 MINUTES 49 SECONDS EAST ALONG SAID EXISTING RIGHT OF WAY LIN 1 ISOUTHEASTERLY E A DISTANCE OF 68.30 FEET TO A POINT; THENCE N A DIRECTION ALONG SAID EXISTING RIGHT OF WAY LINE ON A CURVE TO THE LEFT HAVING A RADIUS OF 2904.78 FEET, A DISTANCE OF 26.31 FEET TO A POINT; THENCE SOUTH 00 DEGREES 12 MINUTES 07 SECONDS WEST A DISTANCE OF 25.41 FEET TO A POINT ON THE SOUTHERLY PROPOSED RIGHT OF WAY LINE OF STATE HIGHWAY 10;THENCE NORTH 64 DEGREES 59 MINUTES 51 SECONDS WEST ALONG SAID PROPOSED RIGHT OF WAY LINE, A DISTANCE OF 196.86 FEET TO THE POINT OF BEGINNING. TRACT DESCRIPTION: (AS SURVEYED) PART OF THE NORTHEAST QUARTER NORTHWEST QUARTER, SECTION 19, TOWNSHIP 2 NORTH, RANGE 13 WEST, PULASKI COUNTY ARKANSAS. BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID NE1/4 NW1/4; RUN THENCE NORTH 00 DEGREES 16 MINUTES 59 SECONDS WEST ALONG THE WEST LINE THEREOF, A DISTANCE OF 238.62 FEET TO A 1/2 INCH REBAR, SAID POINT BEING ON THE EAST PROPERTY LINE OF WESTCHESTER SUBDIVISION, PHASE IV -C, AND THE POINT OF BEGINNING; THENCE CONTINUE ALONG THE SAID WEST LINE AND ALONG SAID FAST LINE OF SUBDIVISION, NORTH 00 DEGREES 16 MINUTES 59 SECONDS WEST, 578.39 FEET TO A 5/8 INCH REBAR ON THE SOUTH RIGHT OF WAY LINE OF ARKANSAS HIGHWAY NO. 10; THENCE ALONG SAID SOUTH RIGHT OF WAY LINE SOUTH 65 DEGREES 44 MINUTES 18 SECONDS EAST, 196.69 FEET TO A 1/2 INCH REBAR; THENCE DEPART SAID RIGHT OF WAY LINE, SOUTH 00 DEGREES 22 MINUTES 41 SECONDS EAST, 495.32 FEET TO A 1/2 INCH REBAR, SAID POINT BEING THE NORTHEAST CORNER OF LOT 77R, WESTCHESTER SUBDIVISION, PHASE IV -B; THENCE ALONG THE NORTH LINE OF SAID LOT 77R, SOUTH 89 DEGREES 16 MINUTES 57 SECONDS WEST, 179.74 FEET BACK TO THE POINT OF BEGINNING, SAID TRACT CONTAINING 96,256 SQUARE FEET OR 2.210 ACRES MORE OR LESS. SITEPLAN NOTES: 1. LOT 1 PROPOSED BUILDING SQUARE FOOTAGE 6,600SF. 2. LOT 2 EXISTING BUILDING SQUARE FOOTING 3,093SF PROPOSED BUILDING SQUARE FOOTAGE 3,442SF. MAXIMUM BUILDING SQUARE FOOTAGE 6,550SF. 3. ALL SITE LIGHTING SHALL BE WITHIN PARKING AREA LIMITS, LOW LEVEL, AND DOWNWARD DIRECTED ONTO THE SITE AWAY FROM RESIDENTIALLY ZONED PROPERTY. 4. DUMPSTER LOCATION(S) WILL BE SHIELDED WITH APPROVED OPAQUE SCREENING. DUMPSTER PICKUP WILL BE RESTRICTED TO WEEK DAYS BETWEEN 7AM AND 7PM 5. STORMWATER DETENTION WILL BE ACHIEVED PER CITY OF LITTLE ROCK REQUIREMENTS. 6. ALL LANDSCAPING WILL BE IRRIGATED. 7. PROPOSED SIGN SHALL CONFORM TO HIGHWAY 10 OVERLAY DISTRICT REQUIREMENTS OF NOT MORE THAN 10' IN HEIGHT AND NOT MORE THAN 100 SF IN AREA. 30 0 30 60 Scale 1'9'9 = 30' 00000000011 48 HOURS BEFORE YOU DIG GALL: ARKANSAS ONE CALL (TOLL 1 -800 -4a2 -SM PRIOR 70 CONSMU"O! FOR UNDERGROUND UTRITY UOCATRON � Hwy. 10 A.k.a Cantrel UTILITY CONTACTS: -? E CTR 0 WATER O ENTERGY CENTER ARKANSAS WATER DANNY CARRINGTON JOHN DAVIS T 501-569-5421 501-992-2437 °• °yj°r Loop Rd. GAS: TELEPHONE: CENTERPOINT ENERGY ARKLA SOUTHWESTERN BELL JEFF HERBERT RANDY NEAL 501-688-1420 501-373-8892 THIS PROJECT o 0 r O 0 a :U ter Ct. a VICINITY MAP - N.T.S. GENERAL NOTES: 1. VERTICAL DATUM IS BASED ON AN ASSUMED DATUM. 2. THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR HAS, HOWEVER, LOCATED VISIBLE UTILITIES AS ACCURATELY AS POSSIBLE FROM THE INFORMATION AVAILABLE AND A THOROUGH SEARCH OF THE PREMISES. 3. ANY SERVITUDES AND RESTRICTIONS SHOWN ON THIS SURVEY ARE LIMITED TO THOSE SET FORTH IN THE DESCRIPTION FURNISHED TO SURVEYOR, AND THERE IS NO REPRESEAITATION THAT ALL APPLICABLE SERVITUDES AND RESTRICTIONS ARE SHOWN HEREON. THE SURVEYOR HAS MADE A LIMITED TITLE SEARCH OF THE PUBLIC RECORDS IN COMPILING THE DATA FOR THIS SURVEY. 4. THIS PROPERTY IS WITHIN THE CIN LIMITS OF LITTLE ROCK, ARKANSAS. 5. THERE ARE NO FUTURE PLANS TO WIDEN OR ADD LANES TO HIGHWAY 10 IN THIS LOCATION AT THIS TIME. 6. CONTOUR INTERVAL = 1 FOOT. 7. NAMES AND ADDRESSES OF ADJOINING PROPERTY OWNERS WERE OBTAINED THROUGH THE PULASKI COUNTY TAX ASSESSORS OFFICE. FLOOD STATEMENT: GRAPHIC PLOTTING OF THE INFORMATION SHOWN ON FLOOD INSURANCE RATE MAP NO. 0501810037 F-, DATED OCTOBER 19 20Q-, INDICATES THAT THE PROPERTY SHOWN HEREON LIES WITHIN ZONE X AND IS NOT WITHIN A SPECIAL FLOOD HAZARD AREA. NOTES PERTAINING TO SCHEDULE (B), SECTION C2): SCHEDULE (B), SECTION (2) SPECIAL EXCEPTION NON-STANDARD ITEM 8 OF LAWYERS TITLE INSURANCE CORPORATION COMMITMENT FOR TITLE INSURANCE, COMMITMENT No. 24-1327OW, BEARING AN EFFECTIVE DATE OF JULY 26, 2004 AT 7:00 A.M. 8. LESS AND EXCEPT ANY PORTION OF SUBJECT PROPERTY LYING WITHIN THE RIGHT OF WAY OF HIGHWAY 10. REFERENCE MATERIAL: 1. RECORDED PLATS FOR WESTCHESTER SUBDIVISION, CITY OF LITTLE, PULASKI COUNTY, ARKANSAS. 2. ARKANSAS STATE HIGHWAY AND TRANSPORTATION DEPARTMENT CONSTRUCTION & RIGHT OF WAY PLANS PROJECT NUMBER 60290-1. ENCROACHMENT NOTES: 1. OVERHEAD POWER LINE CROSSES SUBJECT PROPERTY WITHOUT THE SURVEYOR'S KNOWLEDGE OF AN EASEMENT. FURTHERMORE, THE SAME POWER LINE SERVICES THE ADJACENT PROPERTY TO THE EAST. 2. PER ONE -CALL MARKINGS IN FIELD, THE UNDERGROUND GAS LINE CROSSES NORTH PROPERTY LINE AS SHOWN. All Symbols May Not Appear On Drawing. Use As Applicatle. Z- /7101 Yb+^�• .IY"'iL�1��,A�.{1.Iti0.�-Nl �..�.� �i� TON PRICE, PB WWIIIDIli iIDD LUMLE ROM ARBANW 7AM PE ZL4n49B4 FAX Nnson 1JOHNSION ARCHITECTS, PLC, L136 DONJOHNSON ARKANSAS ARCHITECT 1651 ARKANSAS INTERIOR DESIGNER 1027 300 SPRING BUILDING, SUITE 1015 LITTLE ROCK, ARKANSAS 72201 PHONE: 501.374.7700 FAX: 501.374.4959 CELL 501.951.2500 johmon@aristode.net JULY 19, 2006 W Q Z LEGEND ------- PROPERTY LINE X FENCE LINE - CENTERLINE 0 PER DESCRIPTION IN TITLE COMM. W AS PER SURVEY LU COMPUTED POINT z1 SET 1/2• REBAR 0 FOUND MONUMENT wv WATER VALVE ® WATER METER ® 4' x 4' DROP INLET OS SEWER MANHOLE ® SEWER CLEAN-OUT IL FLOW LINE SPOT ELEVATION CURB INLET +�- POWER POLE 0 CONC. BASE FOR LIGHT POLE U LIGHT POST Q FIRE HYDRANT j SIGN/SIGN POST ®❑ TELEPHONE JUNCTION BOX ❑T TELEPHONE RISER & HANDICAP PARKING SPACE All Symbols May Not Appear On Drawing. Use As Applicatle. Z- /7101 Yb+^�• .IY"'iL�1��,A�.{1.Iti0.�-Nl �..�.� �i� TON PRICE, PB WWIIIDIli iIDD LUMLE ROM ARBANW 7AM PE ZL4n49B4 FAX Nnson 1JOHNSION ARCHITECTS, PLC, L136 DONJOHNSON ARKANSAS ARCHITECT 1651 ARKANSAS INTERIOR DESIGNER 1027 300 SPRING BUILDING, SUITE 1015 LITTLE ROCK, ARKANSAS 72201 PHONE: 501.374.7700 FAX: 501.374.4959 CELL 501.951.2500 johmon@aristode.net JULY 19, 2006 W Q Z MT) N 0 V LU z1 5 Q O o 0 N `0 Cl- FA 0 5 U O Q j Li z 2 CV U) 0 L5; N 0- r y LLJ o � 0 J 0 LU R- Q� O O 0 U Ln W J O Ln 0 \ H N Q M � n n O N 0 V LU Q LU N `0 Cl- 0 >_ 0 U O Q �z z 2 CV U) 0 0- r y LLJ C � 0 0 LU R- Q� U cn,_ O 0 U p („ J O rzU