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Home My WebLink AboutZ-4484-B-1 Map 9I i® ■■ I L I I ALONG THE CEN E LINE I I i S01 -17-41W 7.00 FEET, S88 -42-19E 13.79 FEET, AND I i I ' RIGHT-OF-WAY OF INTERSTATE HIGHWAY 30; I _1 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 III I, / I; FEET TO A FOUND IRON PIN; I i i THENCE 588-42-25E 22.19 FEET TO THE POINT OF BEGINNING, 0 x ARKANSAS. --� +1, p I i® ■■ I L DEDICATED SATELLITE EMPLOYEE PARKING- 0 00 Ln r\ v 0 O V) _ I LEGAL DESCRIPTION A TRACT OF LAND BEING PART OF THE W 112 OF THE SE 1/4 OF THE SW 1/4 OF SECTION 35; T -1-N, R -1-W, II i PULASKI COUNTY, ARKANSAS AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: 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 I I I I THE NORTH LINE OF THE SAID W 1/2, SE 1/4, SW 1/4 OF SECTION 35, 272.15 FEET; THENCE SOO'47'58"W 183.00 f i I i I I FEET TO A POINT ON THE NORTHERLY RIGHT-OF-WAY LINE OF INTERSTATE HIGHWAY 30; THENCE N66'04'E ALONG THE II II 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, E 1/4, SW 1/4 /4 OF SEORLESS. 35; THENCE N00'52 16 E ALONG THE EAST LINE OF THE SAID TRACT OF LAND __ - - -- - --- - -- _ - - - - - - - - - - _________ ETES: - - - - - - - �--.- -- - - - - - _ J I � r 1. ALL VEGETATIVE AND NATURAL AREAS OUTSIDE PROJECT CONSTRUCTION LIMITS ARE TO BE PROTECTED DURING __ - ---------------------------- l CONSRUCTION WITH TEMPORARY FENCING. N88'42'25"W 272.13' - __ _, ' I I 2. PROTECTIVE FENCES SHALL BE INSTALLED PRIOR TO THE START OF ANY SITE PREPARATION WORK AND SHALL BE M II MAINTAINED THROUGHOUT ALL PHASES OF CONSTRUCITON. FENCE LOCATIONS OTHER THAN THOSE SHOWN ON THE I I PLANS MAY BE REQUIRED BY THE CITY. 3. EROSION AND SEDIMENTATION CONTROL BARRIERS SHALL BE INSTALLED AND MAINTAINED THROUGHOUT CONSTRUCTION I I EXISTING WAR E H 0 U S E I 1 s II IN A MANNER WHICH DOES NOT PERMIT OFFSITE TRANSFER. THE CONTRACTOR IS RESPONSIBLE FOR COPLYING WITH ALL STATE AND LOCAL EROSION CONTROL REGULATIONS. n! + II 4. ALL DISTRURBED AREAS ARE TO BE FINE GRADED, SODDED, AND FERTILIZED, INCLUDING CONSTRUCTION OF NEW Ln 1 - - - - DRAINAGE CHANNEL SIDES AND BOTTOM, FOR PERMANENT EROSION CONTROL. APPROXIMATE F.FL. ELEV. = 284.0• IEXIS ING WII _ J 5. THE CONTRACTOR IS TO "FIELD VERIFY" AND HAVE ALL UTILITIES LOCATED WITHIN CONSTRUCTION LIMITS. OFFI E/ _ - 6. AN AHTD PERMIT WILL BE OBTAINED FOLLOWING CITY APPROVAL. THE APPLICANT, REPUBLIC INDUSTRIES, REQUESTS -5' PROVIDE 3'x4' . DOOR PAD - SHI O R 00 M DRIVEWAY WIDTH AND RADII WAIVERS AS SHOWN DUE TO NECESSARY DELIVERY TRUCK TRAFFIC AND SERVICE FROM (4 THK. CONC.) I t N WEST BOUND TRAFFIC ONLY. BAY 21 :n 7. THE APPLICANT, REPUBLIC INDUSTRIES, REQUESTS A WAIVER FOR A REDUCTION IN REQUIRED PARKING DUE TO THE EXISTING SIGNAGE -PROVIDED ALONG O FACE OF ROOF LINE ' O LIMITED AREA AVAILABLE, RESTRICTED USE OF AHTD RIGHT-OF-WAY, AND BECAUSE CUSTOMER PATTERN BASE IS i GAS MAIN -VERIFY - HAY" P.cE -�= Z NON -NORMAL RETAIL. �`LOCAnoNSiS) - 8. THE APPLICANT, REPUBLIC INDUSTRIES, REQUESTS A WAIVER TO PROVIDE REQUIRED LANDSCAPING AT LOCATIONS 4 O 15' SPACING - - - - ;I - - - -- - r I ALONG BUILDING FRONTS, AS SHOWN ON THESE PLANS. WASHINGTON HAWTHORN EXISTING r - T - "- - -- -- ' �•lamer 9. CONTRACTOR SHALL PROVIDE DUST CONTROL MEASURES WHEN/AS EXCESSIVER DUST BECOMES A PROBLEM. I a I --- PAO TO REMAIN l I EXJ.END D RETAI ING W - 'sld�,..n1k' �' 10. APRE-CONSTRUCTION CONFERENCE WILL BE SCHEDULED AND COORINATED WITH THE CITY'S ENGINEERING PRES D BAC FILL A I I , /� DEPARTMENTS PRIOR TO COMMENCING CONSTRUCTION. P1 III PINI ( �IPRESE FI EVA ION (2' rn�r TwF �' f FEN4 I c I.IIUN -� 1 1 . AC��(�RDINC TO FLOOD IN URAN(F RATC MAP FF f FC TIVf MAP No Q51 R10016F, A PORTION OF SAID PROPERTY IS IN THE 100 -YEAR FLOOD AREA. ADDITION REMOVE EXISTING CONCRETE THERMOPLASTIC I - % ' 12. SITE SOILS CLASSIFICATION - LEADVALE-URBAN LAND COMPLEX. i SLOPE AND LEVEL PER GRADING. STRIPING AND (EXISTING) 0 KINGS CONTRACTOR TABLISH / - 13. EXISTING CONTOUR DATA BASE OBTAININD FROM CITY OF LITTLE ROCK GIS DATUM AND APPROXIMATE SURVEY BY ,T^ IO. * i ocAiel �No - - _ J 1 PORTER AND CRAWFORD. a ®�o' SPACING a, PRSYTE¢T sERvc� 14. THESE DRAWINGS ARE PRESENTED FOR APPROVAL AND PERMITTING, NOT FOR CONSTRUCTION. THE SELECTED WASHINGTON HAWTHORN tz1i p,y ( MODIFIED % WM;% I �S! CONTRACTOR WILL BE RESPONSIBLE FOR FIELD VERIFICATIONS AND REQUIRED TO PROVIDE USTMENTS THE TO $+ culls GUTTER Y ENGINEER, AN SHOWN ON "AS BUILTS" AT I FI TI APPROVED IG E G NEER D I EXISTING FIELD CONDITIONS, RO EDB THE DESIGN E S , RETAINING W a � CONCRETE PAVEMENT • i (SEE DETAIL) ` (SEE DETAILS FOR - VARIOUS AREA - 2aCOMPLETION OF ALL WORK. ® �® ® ® 0 - THICKNESSES) ` ?0 �l 15. LANDSCAPE ADJUSTMENTS. -RECOMMENDED VARIANCE (PROVIDE AND PROPERLY INSTALL IN ACCORDANCE WITH il{t0`. O / ' / ANA INDUSTRY STANDARDS) EXISTING R ENING ---- ® 4' RB- v r / ' i WAFL ME =30� . 2g', 3 A. 10 -TREE FORM (8'-10',1 1/4"-2" GAL) WASHINGTON HAWTHORN- CRATAEGUS PHAENOPYRUM OX AS \ 5 i 3• CURB TAPER i t / - CRETE \CS& G 99 .'.' .. . •'. .GC?KAPOUNLl -� INDICATED ON PLANS. ER STO 2 j TyQ,e B. 1-(14',2 1/2"-3" GAL.) WILLOW OAK -QUERCUS PHELLOS ®AS INDICATED ON PLANS. p� - ' �� %J - '� C. 33 -SHRUBS (2 GAL.) COMPACT PFITZER JUNIPER -JUNIPER CHINENSIS ® 3' O.C. ALONG WEST AND 6e \ • ' �j1P�� PP��' �/ SOUTH BASE OF BUILDING ADDITION IN BEDS WITH HAWTHORNS. t <o� -40 !�; D. 35 -SHRUBS (1 GAL.) HELLERI HOLLY -ILEX CRENATA HELLERI ® 3' O.C. ALONG THE SOUTH BASE OF \3 ROWS OF RELOCATED ��, 0 , I - - 1��. .' -- - / WAREHOUSE AND OFFICE (2' PLANTERS). $ILT FENCE V' CHANNEL \ - - •% - >/ • `L5 ON�'YC C - / \ ✓ c� e - E. 120 SQ. FT. BED AREA PLANTING OF MONDO GRASS-PIPS-OPHIOPOGEN JAPONICUS ®6r PLANTER, RELOCATE EXISTING R i ® SECTION OF 'V' i MOptF �� A �' -•�" NORTHEAST CORNER OF BUILDING ADDITION. +EO CHANNEL DRAINAGE , i - / / -� \\_ F. PROPERLY PREPARE AND INSTALL ALL PLANTINGS IN ACCORDANCE WITH LOCAL INDUSTRY STANDARD, BY 78.3± / / / '� wlLLow OAK r1 A LICENSED LANDSCAPE CONTRACTOR OR NURSERYMAN -MULCH, EDGE, AND PROVIDE ADEQUATE WEED CONTR()i- E' R r• � � � � 1V � �� MEASURES. PROVIDE OWNER WITH PROPER INSTRUCTION FOR CARE AND MAINTENANCE, AND ONE FULL 4 SPACES Nf� PUV - \ y/ ' Q O - - - -f YEAR WARRANTY. 16 REPUBLIC INDUSTRIES INDICATES IT RECEIVES AN AVERAGE OF ONE DELIVERY PER DAY (MAXIMUM OF 3). �SA.W CU3 STRTAIGHT MATCHING 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 OE EXISTING y' T-1 -N, R -13-W, MORE PARTICULARLY DESCRIBED AS COMMENCING AT THE / 48• RCP -'?2 Lr WITH I'lS NORTHEAST CORNER OF SAID 20 -ACRE TRACT; THENCE ALONG THE NORTH 4AINIAIN SLOPE/DIRECTION, , --(REMOVE HE"ALL AND BOUNDARY OF SAID 20 -ACRE TRACT N88 -42-25W 249.94 FEET TO THE REPLACE ENP PIPE SECTION) FOLLOW APOINT OF BEGINNING; tFM STANDARDS AND SPEPFICATIONS. THENCE S01 -17-41W 110.33 FEET; THENCE S 88-42-19E 50.31 FEET TO THE CENTERLINE OF A / RETAINING WALL; THENCET R OF SAD BETA NTNG WALL - I ALONG THE CEN E LINE I I i DEDICATED SATELLITE EMPLOYEE PARKING- 0 00 Ln r\ v 0 O V) _ I LEGAL DESCRIPTION A TRACT OF LAND BEING PART OF THE W 112 OF THE SE 1/4 OF THE SW 1/4 OF SECTION 35; T -1-N, R -1-W, II i PULASKI COUNTY, ARKANSAS AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: 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 I I I I THE NORTH LINE OF THE SAID W 1/2, SE 1/4, SW 1/4 OF SECTION 35, 272.15 FEET; THENCE SOO'47'58"W 183.00 f i I i I I FEET TO A POINT ON THE NORTHERLY RIGHT-OF-WAY LINE OF INTERSTATE HIGHWAY 30; THENCE N66'04'E ALONG THE II II 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, E 1/4, SW 1/4 /4 OF SEORLESS. 35; THENCE N00'52 16 E ALONG THE EAST LINE OF THE SAID TRACT OF LAND __ - - -- - --- - -- _ - - - - - - - - - - _________ ETES: - - - - - - - �--.- -- - - - - - _ J I � r 1. ALL VEGETATIVE AND NATURAL AREAS OUTSIDE PROJECT CONSTRUCTION LIMITS ARE TO BE PROTECTED DURING __ - ---------------------------- l CONSRUCTION WITH TEMPORARY FENCING. N88'42'25"W 272.13' - __ _, ' I I 2. PROTECTIVE FENCES SHALL BE INSTALLED PRIOR TO THE START OF ANY SITE PREPARATION WORK AND SHALL BE M II MAINTAINED THROUGHOUT ALL PHASES OF CONSTRUCITON. FENCE LOCATIONS OTHER THAN THOSE SHOWN ON THE I I PLANS MAY BE REQUIRED BY THE CITY. 3. EROSION AND SEDIMENTATION CONTROL BARRIERS SHALL BE INSTALLED AND MAINTAINED THROUGHOUT CONSTRUCTION I I EXISTING WAR E H 0 U S E I 1 s II IN A MANNER WHICH DOES NOT PERMIT OFFSITE TRANSFER. THE CONTRACTOR IS RESPONSIBLE FOR COPLYING WITH ALL STATE AND LOCAL EROSION CONTROL REGULATIONS. n! + II 4. ALL DISTRURBED AREAS ARE TO BE FINE GRADED, SODDED, AND FERTILIZED, INCLUDING CONSTRUCTION OF NEW Ln 1 - - - - DRAINAGE CHANNEL SIDES AND BOTTOM, FOR PERMANENT EROSION CONTROL. APPROXIMATE F.FL. ELEV. = 284.0• IEXIS ING WII _ J 5. THE CONTRACTOR IS TO "FIELD VERIFY" AND HAVE ALL UTILITIES LOCATED WITHIN CONSTRUCTION LIMITS. OFFI E/ _ - 6. AN AHTD PERMIT WILL BE OBTAINED FOLLOWING CITY APPROVAL. THE APPLICANT, REPUBLIC INDUSTRIES, REQUESTS -5' PROVIDE 3'x4' . DOOR PAD - SHI O R 00 M DRIVEWAY WIDTH AND RADII WAIVERS AS SHOWN DUE TO NECESSARY DELIVERY TRUCK TRAFFIC AND SERVICE FROM (4 THK. CONC.) I t N WEST BOUND TRAFFIC ONLY. BAY 21 :n 7. THE APPLICANT, REPUBLIC INDUSTRIES, REQUESTS A WAIVER FOR A REDUCTION IN REQUIRED PARKING DUE TO THE EXISTING SIGNAGE -PROVIDED ALONG O FACE OF ROOF LINE ' O LIMITED AREA AVAILABLE, RESTRICTED USE OF AHTD RIGHT-OF-WAY, AND BECAUSE CUSTOMER PATTERN BASE IS i GAS MAIN -VERIFY - HAY" P.cE -�= Z NON -NORMAL RETAIL. �`LOCAnoNSiS) - 8. THE APPLICANT, REPUBLIC INDUSTRIES, REQUESTS A WAIVER TO PROVIDE REQUIRED LANDSCAPING AT LOCATIONS 4 O 15' SPACING - - - - ;I - - - -- - r I ALONG BUILDING FRONTS, AS SHOWN ON THESE PLANS. WASHINGTON HAWTHORN EXISTING r - T - "- - -- -- ' �•lamer 9. CONTRACTOR SHALL PROVIDE DUST CONTROL MEASURES WHEN/AS EXCESSIVER DUST BECOMES A PROBLEM. I a I --- PAO TO REMAIN l I EXJ.END D RETAI ING W - 'sld�,..n1k' �' 10. APRE-CONSTRUCTION CONFERENCE WILL BE SCHEDULED AND COORINATED WITH THE CITY'S ENGINEERING PRES D BAC FILL A I I , /� DEPARTMENTS PRIOR TO COMMENCING CONSTRUCTION. P1 III PINI ( �IPRESE FI EVA ION (2' rn�r TwF �' f FEN4 I c I.IIUN -� 1 1 . AC��(�RDINC TO FLOOD IN URAN(F RATC MAP FF f FC TIVf MAP No Q51 R10016F, A PORTION OF SAID PROPERTY IS IN THE 100 -YEAR FLOOD AREA. ADDITION REMOVE EXISTING CONCRETE THERMOPLASTIC I - % ' 12. SITE SOILS CLASSIFICATION - LEADVALE-URBAN LAND COMPLEX. i SLOPE AND LEVEL PER GRADING. STRIPING AND (EXISTING) 0 KINGS CONTRACTOR TABLISH / - 13. EXISTING CONTOUR DATA BASE OBTAININD FROM CITY OF LITTLE ROCK GIS DATUM AND APPROXIMATE SURVEY BY ,T^ IO. * i ocAiel �No - - _ J 1 PORTER AND CRAWFORD. a ®�o' SPACING a, PRSYTE¢T sERvc� 14. THESE DRAWINGS ARE PRESENTED FOR APPROVAL AND PERMITTING, NOT FOR CONSTRUCTION. THE SELECTED WASHINGTON HAWTHORN tz1i p,y ( MODIFIED % WM;% I �S! CONTRACTOR WILL BE RESPONSIBLE FOR FIELD VERIFICATIONS AND REQUIRED TO PROVIDE USTMENTS THE TO $+ culls GUTTER Y ENGINEER, AN SHOWN ON "AS BUILTS" AT I FI TI APPROVED IG E G NEER D I EXISTING FIELD CONDITIONS, RO EDB THE DESIGN E S , RETAINING W a � CONCRETE PAVEMENT • i (SEE DETAIL) ` (SEE DETAILS FOR - VARIOUS AREA - 2aCOMPLETION OF ALL WORK. ® �® ® ® 0 - THICKNESSES) ` ?0 �l 15. LANDSCAPE ADJUSTMENTS. -RECOMMENDED VARIANCE (PROVIDE AND PROPERLY INSTALL IN ACCORDANCE WITH il{t0`. O / ' / ANA INDUSTRY STANDARDS) EXISTING R ENING ---- ® 4' RB- v r / ' i WAFL ME =30� . 2g', 3 A. 10 -TREE FORM (8'-10',1 1/4"-2" GAL) WASHINGTON HAWTHORN- CRATAEGUS PHAENOPYRUM OX AS \ 5 i 3• CURB TAPER i t / - CRETE \CS& G 99 .'.' .. . •'. .GC?KAPOUNLl -� INDICATED ON PLANS. ER STO 2 j TyQ,e B. 1-(14',2 1/2"-3" GAL.) WILLOW OAK -QUERCUS PHELLOS ®AS INDICATED ON PLANS. p� - ' �� %J - '� C. 33 -SHRUBS (2 GAL.) COMPACT PFITZER JUNIPER -JUNIPER CHINENSIS ® 3' O.C. ALONG WEST AND 6e \ • ' �j1P�� PP��' �/ SOUTH BASE OF BUILDING ADDITION IN BEDS WITH HAWTHORNS. t <o� -40 !�; D. 35 -SHRUBS (1 GAL.) HELLERI HOLLY -ILEX CRENATA HELLERI ® 3' O.C. ALONG THE SOUTH BASE OF \3 ROWS OF RELOCATED ��, 0 , I - - 1��. .' -- - / WAREHOUSE AND OFFICE (2' PLANTERS). $ILT FENCE V' CHANNEL \ - - •% - >/ • `L5 ON�'YC C - / \ ✓ c� e - E. 120 SQ. FT. BED AREA PLANTING OF MONDO GRASS-PIPS-OPHIOPOGEN JAPONICUS ®6r PLANTER, RELOCATE EXISTING R i ® SECTION OF 'V' i MOptF �� A �' -•�" NORTHEAST CORNER OF BUILDING ADDITION. +EO CHANNEL DRAINAGE , i - / / -� \\_ F. PROPERLY PREPARE AND INSTALL ALL PLANTINGS IN ACCORDANCE WITH LOCAL INDUSTRY STANDARD, BY 78.3± / / / '� wlLLow OAK r1 A LICENSED LANDSCAPE CONTRACTOR OR NURSERYMAN -MULCH, EDGE, AND PROVIDE ADEQUATE WEED CONTR()i- E' R r• � � � � 1V � �� MEASURES. PROVIDE OWNER WITH PROPER INSTRUCTION FOR CARE AND MAINTENANCE, AND ONE FULL 4 SPACES Nf� PUV - \ y/ ' Q O - - - -f YEAR WARRANTY. 16 REPUBLIC INDUSTRIES INDICATES IT RECEIVES AN AVERAGE OF ONE DELIVERY PER DAY (MAXIMUM OF 3). �SA.W CU3 STRTAIGHT MATCHING 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 OE EXISTING y' T-1 -N, R -13-W, MORE PARTICULARLY DESCRIBED AS COMMENCING AT THE / 48• RCP -'?2 Lr WITH I'lS NORTHEAST CORNER OF SAID 20 -ACRE TRACT; THENCE ALONG THE NORTH 4AINIAIN SLOPE/DIRECTION, , --(REMOVE HE"ALL AND BOUNDARY OF SAID 20 -ACRE TRACT N88 -42-25W 249.94 FEET TO THE REPLACE ENP PIPE SECTION) FOLLOW APOINT OF BEGINNING; tFM STANDARDS AND SPEPFICATIONS. THENCE S01 -17-41W 110.33 FEET; THENCE S 88-42-19E 50.31 FEET TO THE CENTERLINE OF A / RETAINING WALL; THENCET R OF SAD BETA NTNG WALL - ALONG THE CEN E LINE I I ' = . 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 588-42-25E 22.19 FEET TO THE POINT OF BEGINNING, CONTAINING 6,914.3 SQUARE FEET, MORE C)R LESS, PULASKI COUNTY, ARKANSAS. --� :• LITTLE p ROCK ! p 1 ""».° ..•• °°. E f E G E N D . t'•_� „ - � FOUND IRON PW (PREVIOUS SURVEY BY PORTER-CRAwf%r., ,,. - E - -.. - _ _ - __ - EXISTING CONTOUR Pi04ECf SITE I • `.,.m- .. GRADING UNE w/ELEVATION I 1 9- 6' TALI WOOD SCREENING FENCE •- w w FILT FENCE , • •. t,;; i : ORANGE CONSTRUCTION FENCE ❑wM WATER METER cs EDGE OF SHOULDER i� EP- EDGE OF PAVEMENT i FlUzYITY AUP 20 0 20 40 60 Scale 1" 2� ' PLANNL�'l� CO��l�'h'CIAL I.��"l�.E'L 01��NN�'11'T