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Home My WebLink AboutZ-7512 Map 4N 72651'36" 25.11' SET 1/2" REBAR W/CAP - _ C 21' STORM1WATER DETENTION WROUGHT IRON FENCE 0 83' r 0 5 CHAIN LINK FENCE^/ 1n o 5' SI I BLDG. C ,\ S.F. FIRST LEVEL 85 ¢ 8, 85 S.F. SECOND LEVEL o� J STORMW TER ;n DETE ONRETE RETAI G W L /GUARD RAIL O °r 00 \ NDSCA L d \ 335 AREA Q s�� ti CIHN LINK s4 fGENGE 0 SET 1 REBAR W/CAP rn ;p Z D \ -{ CO rn Z . `f' o rn C-) Lq ai M S 01 °32'32" E SSMH TOP RIM 33 30. 25' RIGHT-OF-WAY DEDICATIOI�L 6" N 330.35 TS 330.12 15' UTILITY EASEMENT 25' BUILDING SETBACK - ASPHALT y41LLOW PAVING 15'11 Sin / BLDG. G 12,800 S.F. FIRST L 13,050 S.F. SECOND ;OUGHT IRON 11 5' BLDG. B 6600 S.F. Z� O SOUTH FILMORE TREET - R/W VARIES 573.92' 6"W 40 SS LANDSCAPE s - AREA FENCE v 4H N� 10' OHE RIM 336.3 50' � 10 50 21 OUT 3 SS ' n 15' UTIL BLDG. F 3,300 S.F. --OHE - ASPHALT PAVING BLDG. E 4,800 S.F. )VERHEAD ELECTRIC TO BE RELOCATED IN FIREHYDRANT 1/2" REBAR FD. SE CORNER NE 1/4, SW 1/4, SW 1/4, SECTION 6, T -1-N, R -'12-W 1/2" A ND N 00°39'54" W 29.97' 2" BRADFOR p SSMH P PE TOP RIM 335.91 M FL 8" IN N 328.65 NFL 8" OUT SW 328.58 PEA3 TOP R 28" OAK I HRIM 335.00 5 0 tDUMPSTER AD FL 8" IN NE 328.30 W/ ENC SURE FL 8" IN E 328.30 oAK 2 PEARDFORD 10 I N FL 8" OUT W 328.23 GRAVEL DIVE BLDG. D ASPHALT Z, 3,900 S.F. PAVING ITY EASEMENT ASP ALT 30, _ �PA ING _ _ -'- 27 EXIST. 15' SAN. _� SS SEWER EASEMENT 40' PROPOSED �n _.-_�_- FIRE HYDRANT ,OL 105' �_ __ 21" 30' SS �'-�- �� 18" COTTONWOOD 0,0' BLDG.5 F. 7pI TOP IM 21" ��' PRS �SEO REM e IN N 319.67 i_ Ss f 1$. FL 21" OUT S 319.57 -� CONCRETE RETAINING 6p, o N o �_ � 40 N BLDG. H1 ALL;, W/GUARD RAI 40 o E FORD 1200 S.F. o BLDG. 2 6" PECAN WROUGHT IRO_N__._60' • A \ = S.F. n \\\ AR CA �111#!1lil rrIIIuII�AA .� ll'11 • FL 21"OUT S 317.96 LEGEND FIRE HYDRANT ® WATER METER ® WATER VALVE O MANHOLE o UTILITY POLE LIGHT POLE e CHAIN LINK FENCE -8' w- EXISTING UTILITY LINE W = WATER G = GAS UGT = BURIED TELEPHONE OHE = OVERHEAD ELECTRIC SS = SANT. SEWER _ Y 1�. \ PROPOSED DRAINAGE & BILLBOA D 1 I a INLET U x -J O \ ACCESS EASEM T TO REMAI �R' iOP 329.89 W I� N Q 1FL BOX 325.49 l� N 0 DIICATED TO CITY OF LITTLE RO COLEMAN CREEK O U) - w � o0 o J - LLQ Q 0 v U)y 0 5,� L>_J U) R _ _ - CONCRETE HEADWALL Q0 J ' & WINGWALLS Q o rSSMH z QDe� O 5 0£E Y HOLE TOP RIM 330.08 ( �- FIL; FOUND BOX CULVERT U G_ J H FIL 21" IN N 317.98 H SCALE W 0W O I - w FL 15" IN W 318.19 FL 21"OUT S 317.96 LEGEND FIRE HYDRANT ® WATER METER ® WATER VALVE O MANHOLE o UTILITY POLE LIGHT POLE e CHAIN LINK FENCE -8' w- EXISTING UTILITY LINE W = WATER G = GAS UGT = BURIED TELEPHONE OHE = OVERHEAD ELECTRIC SS = SANT. SEWER cc rnw oI� w� cCO LEGAL DESCRIPTION PROPERTY DERSCRIPTION Part of the Northeast 1/4 of the Southwest 1/4 of the Southwest 1/4, Section 6, Township 1 North, Range 12 West, Little Rock, Pulaski County, Arkansas, being more particularly described as follows: Commencing at a found 1/2 inch rebar at the Northeast corner of said NE 1/4, SW 1/4, SW 1/4; thence North 00'39'54" West 29.27 feet to a found 1/2 inch rebar on the North right- of-way line of West 10th Street and the POINT OF BEGINNING; thence along the North right-of-way line of West 10th Street, North 89'59'30" West 369.44 feet to a found chiseled hole in the headwall over Coleman Creek; thence North 01'35'14" West 546.76 feet to a found 1/2 inch rebar on the Southerly right-of-woy line of Interstate Highway No. 630; thence along said right-of-way line North 83'19'28" East 163.18 feet to a set 1/2 inch rebar and cap; thence continuing along said right-of-way line North 89'46'13" East 183.07 feet to o set 1/2 inch rebar and cap; thence continuing along said right-of-way line North 72'51'36" East 25.11 feet to a set 1/2 inch rebor and cap; thence South 01'32'32" East 573.92 feet to the POINT OF BEGINNING, containing 4.768 acres, more or less. BUILDING AREAS SELF - STORAGE WAREHOUSE SPACE - 78,190 S.F. OFFICE/APARTMENT - 2,560 S.F. TOTAL SQUARE FOOTAGE - 80,750 S.F. VARIANCES & AGREEMENTS REQUESTEE 1. DEFERRAL OF BOUNDARY STREET IMPROVEMENTS ALONG FILMORE STREET FOR 5 YEARS. PROJECT PHASING OUTLINE PHASE 1 _- CONSTRUCTION OF OFFICE/APARTMENT AND BLDGS. A,B,C,H,Ht,&H2, PHASE 2 CONSTRUCTION OF BLDGS. D,E,&F. PHASE 3 CONSTRUCTION OF BLDG. G. 11 PROJECT INFORMATION DEVELOPER: LOCAL STORAGE, LLC ATTN. PAUL DARDEN 15400 KNOLL TRAIL, SUITE 106-LB42 DALLAS, TEXAS 75248 (972) 755-6464 ARCHITECT: ROARK, PERKINS, PERRY, YELVINGTON ARCHITECTS, AIA 713 WEST 2ND STREET LITTLE ROCK, AR 72201 (501) 372-0272 PHONE (501) 372-3645 FAX ATTN.: DAVID PERRY, AIA ENGINEER: RICHBURG SERVICE GROUP 40 BERNEY WAY DRIVE LITTLE ROCK, AR 72223 R01) 658-7482 PHONE 01) 868-9766 FAX ATTN.: SCOTT RICHBURG, PE EXISTING ZONING = C-3 GENERAL COMMERCIAL DISTRICT TOTAL ON SITE PARKING = 6 SPACES PARKING REQUIRED = 3 SPACES WATER SUPPLY: CENTRAL ARKANSAS WATER SANITARY SEWER: LITTLE ROCK MUNICIPAL WASTE WATER 2 - %J/ J -- _ Y 1�. \ PROPOSED DRAINAGE & BILLBOA D 1 I a R U U x -J O \ ACCESS EASEM T TO REMAI V 0- W I� N Q BIL BOARD PROPOSED FLOOD ERMINED Py L BASE / BY NGINEERS STUDY l� N 0 DIICATED TO CITY OF LITTLE RO COLEMAN CREEK O U) - w � o0 o J - LLQ Q 0 v U)y 0 5,� L>_J U) 00 _ _ - CONCRETE HEADWALL Q0 J ' & WINGWALLS Q o z QDe� O 5 0£E Y HOLE IN WALL CONCRETE 30 15 0 30 60 ( �- 0 FOUND BOX CULVERT U G_ J H H SCALE W 0W O I - w D' 0_ S Y) ----__--- 1/2" REBAR_/ IN _ CUR INLET _ TOP 31.02 FOUND FL X 320.52 LITTIE ROCK PLANNING J COMMISSION APPROVED, su&1ECT TQ 711EACJCOIdG1TtflNS UNIT OT Box \ AS NOTED ifa 111E P€.AINNIN COMMISSION MINUTE 5WI) DAjE I -i.j -ov cc rnw oI� w� cCO LEGAL DESCRIPTION PROPERTY DERSCRIPTION Part of the Northeast 1/4 of the Southwest 1/4 of the Southwest 1/4, Section 6, Township 1 North, Range 12 West, Little Rock, Pulaski County, Arkansas, being more particularly described as follows: Commencing at a found 1/2 inch rebar at the Northeast corner of said NE 1/4, SW 1/4, SW 1/4; thence North 00'39'54" West 29.27 feet to a found 1/2 inch rebar on the North right- of-way line of West 10th Street and the POINT OF BEGINNING; thence along the North right-of-way line of West 10th Street, North 89'59'30" West 369.44 feet to a found chiseled hole in the headwall over Coleman Creek; thence North 01'35'14" West 546.76 feet to a found 1/2 inch rebar on the Southerly right-of-woy line of Interstate Highway No. 630; thence along said right-of-way line North 83'19'28" East 163.18 feet to a set 1/2 inch rebar and cap; thence continuing along said right-of-way line North 89'46'13" East 183.07 feet to o set 1/2 inch rebar and cap; thence continuing along said right-of-way line North 72'51'36" East 25.11 feet to a set 1/2 inch rebor and cap; thence South 01'32'32" East 573.92 feet to the POINT OF BEGINNING, containing 4.768 acres, more or less. BUILDING AREAS SELF - STORAGE WAREHOUSE SPACE - 78,190 S.F. OFFICE/APARTMENT - 2,560 S.F. TOTAL SQUARE FOOTAGE - 80,750 S.F. VARIANCES & AGREEMENTS REQUESTEE 1. DEFERRAL OF BOUNDARY STREET IMPROVEMENTS ALONG FILMORE STREET FOR 5 YEARS. PROJECT PHASING OUTLINE PHASE 1 _- CONSTRUCTION OF OFFICE/APARTMENT AND BLDGS. A,B,C,H,Ht,&H2, PHASE 2 CONSTRUCTION OF BLDGS. D,E,&F. PHASE 3 CONSTRUCTION OF BLDG. G. 11 PROJECT INFORMATION DEVELOPER: LOCAL STORAGE, LLC ATTN. PAUL DARDEN 15400 KNOLL TRAIL, SUITE 106-LB42 DALLAS, TEXAS 75248 (972) 755-6464 ARCHITECT: ROARK, PERKINS, PERRY, YELVINGTON ARCHITECTS, AIA 713 WEST 2ND STREET LITTLE ROCK, AR 72201 (501) 372-0272 PHONE (501) 372-3645 FAX ATTN.: DAVID PERRY, AIA ENGINEER: RICHBURG SERVICE GROUP 40 BERNEY WAY DRIVE LITTLE ROCK, AR 72223 R01) 658-7482 PHONE 01) 868-9766 FAX ATTN.: SCOTT RICHBURG, PE EXISTING ZONING = C-3 GENERAL COMMERCIAL DISTRICT TOTAL ON SITE PARKING = 6 SPACES PARKING REQUIRED = 3 SPACES WATER SUPPLY: CENTRAL ARKANSAS WATER SANITARY SEWER: LITTLE ROCK MUNICIPAL WASTE WATER 2 - %J/ J -- SCALE 1 „ = 30' DRAWN BY: BSR CHECKED BY APPROVED BY DATE : 9-22-03 _ Y 1�. N_ TW J R U U x -J O 0- W I� N Q 0 O U) - � o0 o J LLQ Q 0 v SCALE 1 „ = 30' DRAWN BY: BSR CHECKED BY APPROVED BY DATE : 9-22-03 PROJECT NO. SP4� _ Y 1�. Q 0- W LLJ Q 0 U) - a J LLQ Q CL U)y 0 5,� L>_J U) r'-) Q Q0 J N z a Q o z QDe� O 5 � �- 0 w z� U G_ J H H H W 0W O I - w PROJECT NO. SP4� Q 0- W LLJ Q 0 U) - U) J LLQ Q CL U)y 0 5,� L>_J U) r'-) Q Q0 J U Q o z QDe� o u �- 0 w z� U � J H H H W 0W O I - w D' 0_ S Y) ----__--- PROJECT NO. SP4�