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Home My WebLink AboutZ-4484-B-1 Map 7LEGAL DESCRIPTION i I I J I A TRACT OF LAND BEING PART OF THE W 1/2 OF THE SE 1/4 OF THE SW 1/4 OF SECTION 35; T-1 -N, R -1-W, I I r ) 1 I PULASKI COUNTY, ARKANSAS AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: II II I I I BEGINNING AT THE NE CORNER OF THE SAID, W 1/2' SE 1/4, SW 1/4, OF SECTION 35; THENCE N88'42'25"W ALONG THE NORTH LINE OF THE SAID W 1/2, SE 1/4, SW 1 /4 OF SECTION 35, 272.15 FEET; THENCE S00'47'58"W 183.00 I I I 1 FEET TO A POINT ON THE NORTHERLY RIGHT-OF-WAY LINE OF INTERSTATE HIGHWAY 30; THENCE N66'04'E ALONG THE SAID NORTHERLY RIGHT-OF-WAY LINE OF INTERSTATE HIGHWAY 30, 299.55 FEET TO A POINT ON THE EAST LINE OF THE SAID W 1/2, SE 1/4, SW 1/4 OF SECTION 35; THENCE N00.52' 16"E ALONG THE EAST LINE OF THE SAID TRACT OF LAND CONTAINING 0.74 ACRES, MORE OR LESS. ________ - _ - - - - _ _ - ___ - - NOTES: - - _ - _ - _ _ - 1. ALL VEGETATIVE AND NATURAL AREAS OUTSIDE PROJECT CONSTRUCTION LIMITS ARE TO BE PROTECTED DURING _ - CONSRUCTION WITH TEMPORARY FENCING. - _ N88'42'25"W 272.13' _ I II 2. PROTECTIVE FENCES SHALL BE INSTALLED PRIOR TO THE START OF ANY SITE PREPARATION WORK AND SHALL BE " r I MAINTAINED THROUGHOUT ALL PHASES OF CONSTRUCITON. FENCE LOCATIONS OTHER THAN THOSE SHOWN ON THE II PLANS MAY BE REQUIRED BY THE CITY. II 3. EROSION AND SEDIMENTATION CONTROL BARRIERS SHALL BE INSTALLED AND MAINTAINED THROUGHOUT CONSTRUCTION IN A MANNER WHICH DOES NOT PERMIT OFFSITE TRANSFER. THE CONTRACTOR IS RESPONSIBLE FOR COPLYING WITH * b= 1 EXISTING WAREHOUSE I �I II ALL STATE AND LOCAL EROSION CONTROL REGULATIONS. 4. ALL DISTRURBED AREAS ARE TO BE FINE GRADED, SODDED, AND FERTILIZED, INCLUDING CONSTRUCTION OF NEW E vel \ DRAINAGE CHANNEL SIDES AND BOTTOM, FOR PERMANENT EROSION CONTROL. IM APPROXATE F.FL. ELEV. = 284.0' I XIS I N G I I _ J 5. THE CONTRACTOR IS TO "FIELD VERIFY" AND HAVE ALL UTILITIES LOCATED WITHIN CONSTRUCTION LIMITS. jOFFI E/ WI ►1 s PROVIDE 3'.4' I - - - - 6. AN AHTD PERMIT WILL BE OBTAINED FOLLOWING CITY APPROVAL. THE APPLICANT, REPUBLIC INDUSTRIES, REQUESTS DOOR PAD SHO/ O ROOM ` DRIVEWAY WIDTH AND RADII WAIVERS AS SHOWN DUE TO NECESSARY DELIVERY TRUCK TRAFFIC AND SERVICE FROM ca' rHK. CONC.) I 1 N \ WEST BOUND TRAFFIC ONLY. DAY 2 1 In I' 7. THE APPLICANT, REPUBLIC INDUSTRIES, REQUESTS A WAIVER FOR A REDUCTION IN REQUIRED PARKING DUE TO THE FACE OF ROOF UNE LOCATIONS(S) PIF/ Z \ LIMITED AREA AVAILABLE, RESTRICTED USE OF AHTD RIGHT-OF-WAY, AND BECAUSE CUSTOMER PATTERN BASE IS ��\/ , NON -NORMAL RETAIL. EXISTING SIGNAGE -PROVIDED ALONG / O J ° ° _ = - _ _ - - / 1 8. THE APPLICANT, REPUBLIC INDUSTRIES, REQUESTS A WAIVER TO PROVIDE REQUIRED LANDSCAPING AT LOCATIONS 4 0 15' SPACING _ - - - ALONG BUILDING FRONTS, AS SHOWN ON THESE PLANS. WASHINGTON HAWTHORN EXISTING ®� F- - T - - '� - - f- - II__ ' ' a __ L' lonter ' 9. CONTRACTOR SHALL PROVIDE DUST CONTROL MEASURES WHEN AS EXCESSIVER DUST BECOMES A PROBLEM. PAD TO REMAIN I I I .- -_ __ __ i / / / i° I EXjEND D RETAI INC w I 1 _ s µQ k 10. A PRE -CONSTRUCTION CONFERENCE WILL BE SCHEDULED AND COORINATED WITH THE CITY'S ENGINEERING LEVEL D BAC FILL 2 / DEPARTMENT PRIOR TO COMMENCING CONSTRUCTION. o R I I �I /IPRESE FEEVA ION (2' I �' rnnrr rnvr wOT, TIVF N ,� I i. ACCORDING TO FI OOD IN.,l.1RANC17 BATF MAP F F F('TIVF MAP No. 0')1810016F, A PORTION OF SAID PROPFRTY, ADDITION _ FENCING / IS IN THE 100 -YEAR FLOOD AREA. CIO v REMOVE EXISTING CONCRETE THERMOPLASTIC I �' ' 12. SITE SOILS CLASSIFICATION - LEADVALE-URBAN LAND COMPLEX. ISLOPE AND LEVEL PER GRADING. STRIPING AND / r (EXISTING) L KINGS CONTRACTOR rAeusH -') / 13. EXISTING CONTOUR DATA BASE OBTAININD FROM CITY OF LITTLE ROCK GIS DATUM AND APPROXIMATE SURVEY BY 3:OCAW AND - PORTER AND CRAWFORD. 1 4 ®io' sPAcwc Q PRVE¢T SERIVc 14. THESE DRAWINGS ARE PRESENTED FOR APPROVAL AND PERMITTING, NOT FOR CONSTRUCTION. THE SELECTED WASHINGTON HAWTHORN [Ll O a B MODIFIED WM; ' I �S , / CONTRACTOR WILL BE RESPONSIBLE FOR FIELD VERIFICATIONS AND REQUIRED TO PROVIDE ADJUSTMENTS TO ////� RETAINING W I °\� CONCRETE PAVEMENT CURB & GUTTER EXISTING FIELD CONDITIONS, APPROVED BY THE DESIGN ENGINEER, AND SHOWN ON "AS -GUILTS" AT THE / (SEE DETAIL) (SEE DETAILS FOR tt VARIOUS AREA - Q'; �F° COMPLETION OF ALL WORK. O 0 ® ® ® ® - THICKNESSES) pO'NE 15. LANDSCAPE ADJUSTMENTS -RECOMMENDED VARIANCE (PROVIDE AND PROPERLY INSTALL IN ACCORDANCE WITH 4 RB- rJ an '_ ' - • 'if 10` . `� `l ; l ANA INDUSTRY STANDARDS) EXISTING R ENING _ ® _ WAFL ME �` • R�25'. 3 D / A. 10 -TREE FORM (8'-10',1 1/4"-2" GAL) WASHINGTON HAWTHORN-CRATAEGUS PHAENOPYRUM QX AS - -TE CS& G 99 Cf?KAPOUNLI� 3' CURB TAPER INDICATED ON PLANS. - PER STOPS,,Z - �y` aQrs '� �� \ /` B. 1-(14',2 1/2"-3" GAL. WILLOW OAK QUERCUS PHELLOS AS INDICATED ON PLANS. 0 C. 33 -SHRUBS (2 GAL.) COMPACT PFITZER JUNIPER -JUNIPER CHINENSIS ® 3 O.C. ALONG WEST AND Iag�`�� 'I / �/ SOUTH BASE OF BUILDING ADDITION IN BEDS WITH HAWTHORNS. D. 35 -SHRUBS (1 GAL.) HELLERI HOLLY -ILEX CRENATA HELLERI ® 3' O.C. ALONG THE SOUTH BASE OF 3 ROWS OF RELOCATED \ ��, ! lCO. SILT FENCE V CHANNEL `.//• ,�cj Rg ON�'y �NY, - WAREHOUSE AND OFFICE (2' PLANTERS). RELOCATE EXISTING-` c� = E. 120 SO, FT. BED AREA PLANTING OF MONDO GRASS-PIPS-OPHIOPOGEN JAPONICUS ® 6 PLANTER, ® SECTION OF 'V' /:/ / i / M00\F�Eo CHANNEL DRAINAGE NORTHEAST CORNER OF BUILDING ADDITION. ' F. PROPERLY PREPARE AND INSTALL ALL PLANTINGS IN ACCORDANCE WITH LOCAL INDUSTRY STANDARD, BY WILLOW OAK % \ FL= 78.31 ^ ' / / DEDICATED SATELLITE F �� - A LICENSED LANDSCAPE CONTRACTOR OR NURSERYMAN -MULCH, EDGE, AND PROVIDE ADEQUATE WEED CONTR(A- EMPLOYEE PARKING -MEASURES. PROVIDE OWNER WITH PROPER INSTRUCTION FOR CARE AND MAINTENANCE, AND ONE FULL 4 SPACES NE ,2, �- '(� / j�+ YEAR WARRANTY. 16. REPUBLIC INDUSTRIES INDICATES IT RECEIVES AN AVERAGE OF ONE DELIVERY PER DAY (MAXIMUM OF 3). SAW CUVSTRTAIGHT MATCHING 6- - -CONCRETE ENTRANCE TO EXISTING EDGI OF PAVEMENT GRA f E5 - - - DRAINAGE EASEMENT \ ; A DRAINAGE EASEMENT, VARIOUS FEET IN WIDTH, DESCRIBED AS FOLLOWS: A PART OF THE WI/2 OF THE SE 1/4 OF THE SW 1/4 OF SECTION 35, L�XTEND END J�E EXISTING y\yI T-1 -N, R -13-W, MORE PARTICULARLY DESCRIBED AS COMMENCING AT THE 48' RCP -12 L WITH F.E.S. / MAINTAIN SLOPE DIRECTION, NORTHEAST CORNER OF SAID 20 -ACRE TRACT; THENCE ALONG THE NORTH (REMOVE HEALlALL AND BOUNDARY OF SAID 20 -ACRE TRACT N88 -42-25W 249.94 FEET TO THE REPLACE ENp PIPE SECTION) POINT OF BEGINNING; - FOLLOW AiTD STANDARDS AND SPEOIFICATIONS THENCE S01 -17-41W 11033 FEET• w E G E N D • FOUND IRON PW (PREVIOUS SURVEY BY PORTER -CRAWFL I'L., - -� -- - - - S('v a,. a�, a.n cif '°.e.i'q`« ,3• FILT FENCE , mr ❑WM WATER METER --ES -- EDGE OF SHOULDER - EP-. EDGE OF PAVEMENT s -- LITTLE ROCK w""w .a...00• i i �. � '.•um. • wd. I •r a srrr a.n a nn •�..�•- ii" air is %s`'� VICINITY W..!P THENCE S 88-42-19E 50.31 FEET TO THE CENTERLINE OF A RETAINING WALL; THENCE ALONG THE CENTERLINE OF SAID RETAINING WALL S01 -17-41W 7.00 FEET, S88 -42-19E 13.79 FEET, AND S23-56-OOE 23.29 FEET TO A POINT ON THE NORTHERLY RIGHT-OF-WAY OF INTERSTATE HIGHWAY 30; THENCE ALONG SAID RIGHT-OF-WAY S66-04-OOW 104.61 FEET TO A FOUND IRON PIN; THENCE LEAVING SAID RIGHT-OF-WAY NOO-47-58E 183.00 FEET TO A FOUND IRON PIN; THENCE S88 -42-25E 22.19 FEET TO THE POINT OF BEGINNING, CONTAINING 6,9143 SQUARE FEET, MORE OR LESS, PULASKI COUNTY, ARKANSAS. �V 20 0 20 40 60 Scale 1 " 20' PLANNE'l7 COliltlt:r�'RCIAL I>.1g'Y.E'L O.P�1f�'1V7' E G E N D FOUND IRON PW (PREVIOUS SURVEY BY PORTER -CRAWFL I'L., - -� -- - - - EXISTING CONTOUR - GRADING UNE w/ELEVATION 9- 6' TALL WOOD SCREENING FENCE FILT FENCE , ORANGE CONSTRUCTION FENCE ❑WM WATER METER --ES -- EDGE OF SHOULDER - EP-. EDGE OF PAVEMENT 20 0 20 40 60 Scale 1 " 20' PLANNE'l7 COliltlt:r�'RCIAL I>.1g'Y.E'L O.P�1f�'1V7'