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Home My WebLink AboutZ-4484-B-1 Map 5r I I LEGAL DESCRIPTION I 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, PULASKI COUNTY, ARKANSAS AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: S r 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 FEET TO A POINT ON THE NORTHERLY RIGHT-OF-WAY LINE OF INTERSTATE HIGHWAY 30• THENCE N66'04'E ALONG THE ATII SAID NORTHERLY RIGHT-OF-WAY LINE OF INTERSTATE HIGHWAY 30, 299.55 FEET TO A POINT ON THE EAST LINE OF THE I I I SAID W 1/2, SE 1/4, SW 1/4 OF SECTION 35; THENCE NOO'52 16 E ALONG THE EAST LINE OF THE SAID TRACT OF LAND CONTAINING 0.74 ACRES, MORE OR LESS. I ---------- ---- NOTES: I 1. ALL VEGETATIVE AND NATURAL AREAS OUTSIDE PROJECT CONSTRUCTION LIMITS ARE TO BE PROTECTED DURING I . PWASHINONHA N88'42'25"W 272.13'- - - - `- - - - - - - - - - _ - _f II I ICONSRUCTION WITH TEMPORARY FENCING. 2. PROTECTIVE FENCES SHALL BE INSTALLED PRIOR TO THE START OF ANY SITE PREPARATION WORK AND SHALL BE MAINTAINED THROUGHOUT ALL PHASES OF CONSTRUCITON. FENCE LOCATIONS OTHER THAN THOSE SHOWN ON THE PLANS MAY BE REQUIRED BY THE CITY. 3. EROSION AND SEDIMENTATION CONTROL BARRIERS SHALL BE INSTALLED AND MAINTAINED THROUGHOUT CONSTRUCTION IIN A MANNER WHICH DOES NOT PERMIT OFFSITE TRANSFER. THE CONTRACTOR IS RESPONSIBLE FOR COPLYING WITH EXISTING WAREHOUSE I `� I ALL STATE AND LOCAL EROSION CONTROL REGULATIONS. ul it I 4. ALL DISTRURBED AREAS ARE TO BE FINE GRADED, SODDED, AND FERTILIZED, INCLUDING CONSTRUCTION OF NEW APPROXIMATE F.FL. ELEV. = 284.0' 1EXIS I ING DRAINAGE CHANNEL SIDES AND BOTTOM, FOR PERMANENT EROSION CONTROL. j�O`JFFI E w \ I _ _ _ _ _ - - 5. THE CONTRACTOR IS TO "FIELD VERIFY" AND HAVE ALL UTILITIES LOCATED WITHIN CONSTRUCTION LIMITS. PRODOOR 3PADJI 10 ROOM \6. AN AHTD PERMIT WILL BE OBTAINED FOLLOWING CITY APPROVAL. THE APPLICANT, REPUBLIC INDUSTRIES, REQUESTS DRIVEWAY WIDTH AND RADII WAIVERS AS SHOWN DUE TO NECESSARY DELIVERY TRUCK TRAFFIC AND SERVICE FROM (4" THK. CONC.) J Ln WEST BOUND TRAFFIC ONLY. 13AY EXISTING SIGNAGE -PROVIDED ALONG 7. THE APPLICANT, REPUBLIC INDUSTRIES, REQUESTS A WAIVER FOR A REDUCTION IN REQUIRED PARKING DUE TO THE FACE OF ROOF UNEGAS MAIN -VERIFY , \ LIMITED AREA AVAILABLE, RESTRICTED USE OF AHTD RIGHT-OF-WAY, AND BECAUSE CUSTOMER PATTERN BASE IS BAY 1 SERVICE LINE Z NON -NORMAL RETAIL. 1LocAnoNs(s)Docf, - - - - - - - - - - _ 8. THE APPLICANT, REPUBLIC INDUSTRIES, REQUESTS A WAIVER TO PROVIDE REQUIRED LANDSCAPING AT LOCATIONS EXISTING �a f - T - I `_ - - - r - lam ALONG BUILDING FRONTS, AS SHOWN ON THESE PLANS. PAD TO REMAIN I I I .- _ cep. ' 9. CONTRACTOR SHALL PRCVIDE DUST CONTROL MEASURES WHEN/AS EXCESSIVER DUST BECOMES A PROBLEM. I EXTENDREUw I e w LEVEL NO BAC FILL A 10. A PRE -CONSTRUCTION CONFERENCE WILL BE SCHEDULED AND COORINATED WITH THE CITY'S ENGINEERING - �o . -LEVN-- �IvaFSE FL EVA ION (z' ! DEPARTMENT PRIOR TO COMMENCING CONSTRUCTION. v ' ( I, I„• rl�Or��rlvr �� I I. ACCORDING TO FLOOD IN. HRAN('f RATF MAP FFr-FCTIVF MAP No. 051 81 001 6F, A PORTION OF SAID PROPFRT'f 00 ADDITION X� I_ I - / FENCING 1.1ION 00 •� - %� IS IN THE 100 -YEAR FLOOD AREA. REMOVE EXISTING CONCRETE THERMOPLASTIC I I / 1 2. SITE SOILS CLASSIFICATION - LEADVALE-URBAN LAND COMPLEX. = SLOPE AND LEVEL PER GRADING. STRIPING AND 75%)�I �� (EXISTING) J� MAKINGS CONTRACTOR f TABLISH I ! ( ,- 13. EXISTING CONTOUR DATA BASE OBTAININD FROM CITY OF LITTLE ROCK GIS DATUM AND APPROXIMATE SURVEY BY PORTER AND CRAWFORD, I 4 ® 10' SPACING a'. �j� N P°qi �r`�s°RNc 14. THESE DRAWINGS ARE PRESENTED FOR APPROVAL AND PERMITTING, NOT FOR CONSTRUCTION. THE SELECTED u� WASHINGTON HAWTHORN Ql pq U S MODIFIED--- RETAINING ODIFIED \ 5 CONTRACTOR WILL BE RESPONSIBLE FOR FIELD VERIFICATIONS AND REQUIRED TO PROVIDE ADJUSTMENTS TO / I I O' URGUTTER IN NG IN C B & ' R A\ CONCRETE PAVEMENT EXISTING FIELD CONDITIONS, APPROVED BY THE DESIGN ENGINEER, AND SHOWN ON "AS-BUILTS" AT THE v / E(SEE DETAIL) •` Fo (SEE DETAILSR FOR - C COMPLETION OF ALL WORK. O �.cl - VARIOUS AREA - _ _ o ® In I& ® ® ® N THICKNESSES) r ��.\ o,NEp. 15. LANDSCAPE ADJUSTMENTS -RECOMMENDED VARIANCE (PROVIDE AND PROPERLY INSTALL IN ACCORDANCE WITH EXISTING R ENING - ® +' RB- /f 10` . O / ANA INDUSTRY STANDARDS) - - WIFE E \ �, ' � ; 25 3 / � / A. 10 -TREE FORM (8'-10',1 1 /4"-2" GAL) WASHINGTON HAWTHORN PHAENOPYRUM X AS STD. 5 =1�'. C�MPOUNA'c 3' CURB TAPER 1// i Q �NGR� \ c & G 299' ! (1 INDICATED ON PLANS. 1 \ + ER sroPs� 0� 01 / �aQ,b . �� B. 1-(14',2 1/2"-3" GAL.) WILLOW OAK -QUERCUS PHELLOS ®AS INDICATED ON PLANS. �/ C. 33 -SHRUBS (2 GAL.; COMPACT PFITZER JUNIPER -JUNIPER CHINENSIS ® 3' O.C. ALONG WEST AND SOUTH BASE OF BUILDING ADDITION IN BEDS WITH HAWTHORNS. S. 3 Rows of R�L� NEL l ��M\ ' l�°AGR % - - i D. 35 -SHRUBS (1 GAL} HELLERI HOLLY -ILEX CRENATA HELLERI ® 3' O.C. ALONG THE SOUTH BASE OF SILT FENCE \ / • 5 oN� - / WAREHOUSE AND OFFICE (2' PLANTERS). RECTION Exlsn"c- \ ` 2cogs = , r �' E. 120 SO. FT. BED AREA PLANTING OF MONDO GRASS-PIPS-OPHIOPOGEN JAPONICUS ®6' PLANTER, ❑ SECTION OF 'V' = - CHANNEL DRAINAGE , / ' �'' �' MpO�F��O - '% 1 �' �� NORTHEAST CORNER OF BUILDING ADDITION. F. INSTALL ALL PLANTINGS IN ACCORDANCE WITH LOCAL INDUSTRY STANDARD, DEDICATED SATELLITE � WILLOW OAK � R � � FL- 78.31 FPROPERLY PREPARE AND PTT � � /- -- _ �� /� G � / � � � � � , BY EMPLOYEE PARKING- vU t-' I � C - �r1 ' - A LICENSED LANDSCAPE CONTRACTOR OR NURSERYMAN -MULCH, EDGE, AND PROVIDE ADEQUATE WEED CONTR( L. 4 SPACES _ NFa R- ->'- - J- - ' O IN - - - - - -� MEASURES. PROVIDE OWNER WITH PROPER INSTRUCTION FOR CARE AND MAINTENANCE, AND ONE FULL ' V � R YEAR WARRANTY. 16. REPUBLIC INDUSTRIES INDICATES IT RECEIVES AN AVERAGE OF ONE DELIVERY PER DAY (MAXIMUM OF 3). SAW CQ1�7STRTAIGHT MATCHING Q.- -G.' / ,/,/ � - _.Iii.�£tE LN'R:..•.CL ';. ' x.$•TNv F�'E OF PAVEMENT GR�pS DRAINAGE EASEMENT A DRAINAGE EASEMENT, VARIOUS FEET IN WIDTH, DESCRIBED AS FOLLOWS: A PART OF THE W1/2 OF THE SE 1/4 OF THE SW 1/4 OF SECTION 35, EXTEND END of EXISTING T-1 -N, R -13-W, MORE PARTICULARLY DESCRIBED AS COMMENCING AT THE _ 48' RCP SL LF WITH ON, NORTHEAST CORNER OF SAID 20 -ACRE TRACT; THENCE ALONG THE NORTH - '--` - - hW NfAIN SLOPE/DIRECTION, / , = / - Ilk�� (REMOVE HEA ALL AND BOUNDARY OF SAID 20 -ACRE TRACT N88 -42-25W 249.94 FEET TO THE REPLACE ENJU PIPE SECTION) FOLLOW AHTD STANDARDS , = POINT OF BEE I N NG17-41 W 1 10.33 FEET; / AND SPECIFICATIONS. - r, / THENCE S 88-42-19E 50.31 FEET TO THE CENTERLINE OF A RETAINING WALL; / THENCE ALONG THE CENTERLINE OF SAID RETAINING WALL FIC!NITY NAP 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 T,3 THE POINT OF BEGINNING, CONTAINING 6,914.3 SQUARE FEET, MORE OR LESS, PULASKI COUNTY, ARKANSAS. E G E N FOUND IRON PIN (PREVIOUS SURVEY BY PORTER -CRANE L,.-L� EXISTING CONTOUR GRADING LINE w/ELEVATION >� = X, 6' TAU: WOOD SCREENING FENCE FILT FENCE ORANGE CONSTRUCTION FENCE ❑wM WATER METER EDGE OF SHOULDER EP-- EDGE OF PAVEMENT 'Scale 1 " 20' FLANNElJ CO�Af��'14'ClAL .O.lf'Y�•L O.Plify'1~,'T 11 me r,11"UI R�'PUB,IlC 1N11(/STR/BSS IW1C• oT > w1 c r-zo 0 GlI1.G SURv3vING - yyMM!EQ 91Wr11 n. paw/TTS N1R%ifIM�L SP6CLWSTS - 911w -WE-598 ' .N {llt .It I p ; ROCK - I FIC!NITY NAP 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 T,3 THE POINT OF BEGINNING, CONTAINING 6,914.3 SQUARE FEET, MORE OR LESS, PULASKI COUNTY, ARKANSAS. E G E N FOUND IRON PIN (PREVIOUS SURVEY BY PORTER -CRANE L,.-L� EXISTING CONTOUR GRADING LINE w/ELEVATION >� = X, 6' TAU: WOOD SCREENING FENCE FILT FENCE ORANGE CONSTRUCTION FENCE ❑wM WATER METER EDGE OF SHOULDER EP-- EDGE OF PAVEMENT 'Scale 1 " 20' FLANNElJ CO�Af��'14'ClAL .O.lf'Y�•L O.Plify'1~,'T 11 me r,11"UI R�'PUB,IlC 1N11(/STR/BSS IW1C• oT > w1 c r-zo 0 GlI1.G SURv3vING - yyMM!EQ 91Wr11 n. paw/TTS N1R%ifIM�L SP6CLWSTS - 911w -WE-598 .N {llt .It I p ; ROCK - I 1"IIINI cc P*WEV sm I - _ ..•_.+� an awn fO , lis iT• J �..-�. �,+ 1", } i i FIC!NITY NAP 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 T,3 THE POINT OF BEGINNING, CONTAINING 6,914.3 SQUARE FEET, MORE OR LESS, PULASKI COUNTY, ARKANSAS. E G E N FOUND IRON PIN (PREVIOUS SURVEY BY PORTER -CRANE L,.-L� EXISTING CONTOUR GRADING LINE w/ELEVATION >� = X, 6' TAU: WOOD SCREENING FENCE FILT FENCE ORANGE CONSTRUCTION FENCE ❑wM WATER METER EDGE OF SHOULDER EP-- EDGE OF PAVEMENT 'Scale 1 " 20' FLANNElJ CO�Af��'14'ClAL .O.lf'Y�•L O.Plify'1~,'T 11 me r,11"UI R�'PUB,IlC 1N11(/STR/BSS IW1C• oT > w1 c r-zo 0 GlI1.G SURv3vING - yyMM!EQ 91Wr11 n. paw/TTS N1R%ifIM�L SP6CLWSTS - 911w -WE-598