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HomeMy WebLinkAboutZ-9319 Map 6FETAlNIN& WALL PROPERTY INFORMATION c� IVED MAY 022018 I r ila. 5.06 acres --- ---- Gross Site Area: 133,321 6F Proposed Dedicated R.O.W: 6356.50 sf 0,15 acres Net Site Area: 126,464.50 sf 2.111 acres Zoning: REZONING TO PrD- PLANNED COMMERCIAL DEVELOPMENT) SITE INFORMATION Total Paved / Gravel Area: 21,23-1 BE 0.488 acres Total 51dewalk Area: 2,071 sF 0.048 acres Total Building Area: Gross 7504.9 sf Retail 7385 sf 0.I72 acres Tatal Impervious Area: 30,1513 sf 26.b% Total Pervious Area: 96,152 sF 13.4% PARKING REGULATIONS ReRulred Spaces Ratio: 3 Per IOOOsf of Floor Area Required Spaces (Total): 23 Provided Spaces (Tol 30 Provided Accessible Spaces: 2 BUILDING INFORMATION OVERALL BUILDING HEIGHT: 2l'-O" A.F.F. (TOP OF PARAPET) LANDSCAPE INFORMATION VEHICULAR USE ARE: 20395 5f ((q%= 1224 SF INTERIOR LANDSCAPE REG.) \TERIOR LANDSCAPE SHOWN: 1446 sf r PROPOSED TREE SCHEDULE SYMBOL QUANTITY ABRV. COMMON NAME SGIENTIFIG NAME SIZE (MIN) 3" GAL. x 12'(T) ? PO PIN OAK QUERCUS PALUSTRI5 BALLED 4 BURLAPPED LIMBED (2' FROM GROUND ? LP LOBLOLLY PINE PINUS TAEDA BALLED 41 BUTRLAPPED LIMBED b' FROM GROUND 2" GAL. x IOTT) ? NS NELLY R STEVENS HOLLY ILEX X ATTENUATA BALLED 4 BURLAPPED LIMBED V FROM GROUND 2" GAL. x 10'(T) ? YP YAUPON HOLLY ILEX VOMITORIA BALLED 4 BURLAPPED LIMBED 6FROM GROUND ? EGH EVERGREEN HOLLIES ILEX SPECIES 5 GAL. - MIN. 1NSTALL ® TIME OF ILATION NANDINA DOME5TIGA 5 TALE - MIN. ? ND NANDINA I L ® TIME OF NSTALLATION HOLLY ILEX GORNUTA 5 GAL- - 24• MIN. (h) ? BG BURFORD GHINESE „ BURFORDII' a TIME OF INSTALLATION ? N/A BERMUDA GRASS GYNADON HYBRID WA �r 0. Ilj Tey�� e•.rixs uN's Q �L OHE 3d74kE_ 310 HE r,�rc luxe � 3 wj, zo•u.�� (?�uur �--��- � !' 6 5rq 90 �'N ROgp �/ HA5 'R, AIR VARIES I T TER 5lT1EE, 1A PER `ryT9 l RAN NO, �- 3 rn m � � r Q::J9i �-' - �iTREET 9FFER 345' —r IN. L5. R21P &1 �r 5. PEEPER IIB MIN. ® 2.4 a 8I3 v. � Y• ` REUIwRs nNLL NEISxr - h � I 7 off BIO6'ULK 4 >< PROPOSED + of 1 KK GMERK CETB2 ENTRY 'METRO-RD"PLAN TRO- ui FFE ./-303.0 - 56 V-30250 N� '( I I•. • n N. coNc. Pno iRt RFLEINNG AREA O+KVYYF.81 P21.GSIRE Acr w+clNs 1 EE I T1 INb.1 T mAN iO BE3i I.T I. 0.hF•tH3 HEIGHT (B MAXI ' .�- HAX RETARUN6 WALL !FINK 7 / e 2aI / H Q46 -- OHE 2a 2Ty o m � O ,fin d Q .0oz 6 N � c 6 N 6Ti1 t pc O`�1 L Q�Q 40' 0 30, immmmm Graphic Scale I" = 40' - 4, PROPERTY DESCRIPTION A PARCEL OF LAND LOCATED IN A PART OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER (SWI/4 NEI/4) AND A PART OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER (SEI/4 NEI/4) OF SECTION 22, TOWNSHIP I NORTH, RANGE 13 WEST, PULASKI COUNTY, ARKANSAS BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: 60MMENCpIN6 AT THE NORTHEAST CORNER OF THE SAID SWI/4 NEI/4 AND RUNNING THENCE 5011,616'28AW ALONG THE EAST BOUNDARY THEREOF FOR A DISTANCE OF 213A5 FEET TO THE SOUTH RIGHT-OF-WAY OF COLONEL GLENN ROAD AND THE POINT OF BEGINNING FOR THE HEREIN DESCRIBED PARCEL OF LAND; THENCE RUN 5 80:64053" E ALONG SAID RIGHT-OF-WAY FOR A DISTANCE OF 63.84' TO A FOUND 1/2A REBAR LOCATED ON THE WEST BOUNDARY OF BEA5LEY1S SUBDIVISION TO THE CITY OF LITTLE ROCK; THENCE RUN ALONG SAID WEST BOUNDARY THE FOLLOWING COURSES AND DISTANCES: 5O2SgO4'41'W FOR A DISTANCE OF 200.P1' TO A FOUND 1/2A PIPE; 50142450"W FOR A DISTANCE OF 224.14' TO A FOUND 1/2' PIPE; SO1142415"W FOR A DISTANCE OF 158.82' TO A FOUND GRADER BLADE; THENCE RUN N 87849'33" W FOR A DISTANCE OF 147.5l' TO A FOUND 1/2" REBAR; THENGE RUN NOl!V&k2b11E FOR A DISTANCE OF 620.65' TO A FOUND 1/2' REBAR LOCATED ON THE SAID SOUTH RIGHT-OF-WAY; THENCE RUN 576b91641"E FOR A DISTANCE OF 141.28' TO THE POINT OF BEGINNING, AND CONTAINING 2.14 ACRES, MORE OR LESS. AND LOT 7, BEASLEY'S SUBDIVISION TO T14E GIN OF LITTLE ROCK, PULASKI COUNTY, ARKANSAS. FLOOD STATEMENT BY GRAPHIC, PLOTTING ONLY, NO PORTION OF THIS PROPERTY 15 IN ZONE "A" OR "AE" OF THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 05119G04346, WHICH BEARS AN EFFECTIVE DATE OF 1/6/2015 AND 15 NOT IN A SPECIAL FLOOD HAZARD AREA. 6' or 8' WOODEN PRIVACE FENCE DETAIL 3-2"x4" TREATED INTERMEDIATE RAILS O.G. ,,4FLUSH TO BACK __�4"x4" TREATED �SHOWN POST "x6" TREATED PLAN VIEW FAGE BOARDS 411 -- - --- - -- - - - - - - - — _—_ -_ 2"x4" INTERMEDIATE RAI L i `i 12" I �I 4"x4" TREATED POST I "xb" TREATED FACE BOARDS 2"x4"INTERMEDIATE RAIL 4" 2" CLEAR 2" DIA GONG. FT6 3000 P51 ELEVATION (TYP. ALL POSTS) N.T.5. GENERAL NOTES: *ALL FASTENING HARDWARE TO BE NON-GORRO51VE *CONTRAGTOR SHALL USE 8P GALVANIZED SIDING NAILS OR 2" GALVANIZED SCREWS THROUGHOUT. *ALL WOOD MEMBERS SHALL BE TREATED. I 4Z ry0 B3 P w `�h lJtil J4:aF., 5 ~\ VB _\� A`BFda7"W 2059' HE CHE M=N O F"wlesi' S SITE PLAN STANDARD LEGEND SURVEY FEATURES SURVEYING SYMBOLS BOUNDARY LINE O 0 FOUND/5ET 1/2" REBAR 5ET/FOUND ALUM. MONUMENT —'- FORTY LINE f* Q 5ET/FOUND NAIL ® SET/FOUND COTTON SPINDLE -- CENTERLINE © FENCE CORNER POST . RAILROAD SPIKE RIGHT-OF-WAY ------- FENCE FOUND STONE TEMP BENCH MARK (ELEV.) TREE LINE 0 STATE MONUMENT Q STAKE ON LINE (M) FIELD MEASUREMENT Q FOUND PIPE} TREE (R) RECORDED Q CALCULATED POINT (G) COMPUTED (Z) PER ZONING UTILITY SYMBOLS EASEMENTS 05 SEWER MANHOLE TELEPHONE PEDESTAL ® GLEAN OUT ® WATER METER ----- ING/EGR EASEMENT '0, POWER POLE nSIGN/SIGN P05T BUILDING SET BACK Wp� WATER VALVES FIRE HYDRANT ------- UTILITY EASEMENT © GAS METER ® STORM WATER UTILITY LINES LQ ELECTRICAL. BOX ''E LIGHT -------- WATER LINE l71• HANDICAP PARKING FIBER OPTIC BOX OVERHEAD POWER SURVEY FEATURE HATCHES OVERHEAD UTILITIES I� -- SEWER LINE u ASPHALT CONCRETE ® POND GAS LINE u ----------------- TELEPHONE LINE GRAVEL FLOOD ZONE FIBER OPTIC LINE GENERAL SITE NOTES • DIMENSIONS ARE MEASURED FROM THE FACE OF CURB, THE EDGE OF PAVEMENT, THE EDGE OF SIDEWALK THE FACE/CORNER OF THE BUILDIN6(5) OR THE GENTER/END OF STRIPE. • ALL RADII SHALL BE 4 FOOT AT FACE OF CURB UNLE55 OTHERWISE SPECIFIED. • LAYOUT OF SITE PLAN 15 BASED ON AND LIMITED TO SURVEY INFORMATION. • ALL CURB 4 GUTTER SHALL BE 24" WIDE PER DETAIL SHEET. • ALL PAVEMENT MARKING SHALL BE APPLIED IN ACCORDANCE WITH THE REQUIREMENTS OUTLINED IN THE MOST CURRENT EDITION OF THE "MANUAL ON UNIFORM TRAFFIC, CONTROL DEVICES" (MUTGD). • ALL SIGNS, TRAFFIC CONTROL DEVICES, ETC. SHALL FOLLOW THE GUIDELINES OF THE MUTCD. • THE CONTRACTOR SHALL REFER TO THE ARCHITECTURAL DRAWINGS FOR BUILDING FLOOR PLANS AND DIMENSIONS, WALL SECTIONS, DOOR OPENINGS, BUILDING UTILITY ENTRANCE POINTS, ETC. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT AND ENGINEER IN THE EVENT THAT THE GIVIL SITE PLANS BUILDING LAYOUT DOES NOT MATCH THE ARCHITECTURAL DRAWINGS. • ALL HANDICAP SPACES SHALL BE STRIPED /MARKED IN AGCORDANCE WITH THE HANDICAP STRIPING DETAIL. • ALL PAVEMENT INDICATED SHALL BE STANDARD DUTY BITUMINOUS PAVEMENT UNLESS OTHERWISE NOTED ON PLAN. THE PAVEMENT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE PAVEMENT SECTION DETAIL. • IT 15 THE CONTRAGTOR'S RESPONSIBILITY TO CALCULATE CONSTRUCTION STAKING COORDINATES ACCORDING TO THE DIMENSIONS SHOWN ON THESE PLANS. THE CONTRACTOR SHALL VERIFY THE AGGURAGY OF THE COORDINATES SHOWN ON THE PLANS AND NOTIFY THE ENGINEER OF ANY IRREGULARITIES BEFORE CONSTRUCTION STARTS. • ALL RAMPS SHALL HAVE DETECTABLE TRUNCATED DOME PANELS PER A.D.A. AND CITY STANDARDS AND THE DETAIL SHEET. • 5TREETLIGHT5 MUST BE INSTALLED PRIOR TO PLATTING/GERTIFIGATE OF OCCUPANCY. 5TREETLI61-IT5 ARE REQUIRED BY SECTION 31-403 OF THE LITTLE ROCK CODE. CITY OF LITTLE ROCK NOTES • CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE CITY OF LITTLE ROCK PUBLIC WORK5 DEPARTMENT FOR INSPECTIONS OF ANY WORK IN THE PUBLIC P16HT OF WAY PRIOR TO PLACEMENT OF CONCRETE OR ASPHALT OR FOR ON SITE CLARIFICATION OF REQUIREMENTS PRIOR TO COMMENCING WORK. FAILURE TO DO 50 CAN RESULT IN REMOVAL OF ANY IMPROPERLY PLACED CONCRETE OR ASPHALT AT THE EXPENSE OF THE OWNER OR CONTRACTOR. • DAMAGE TO PUBLIC AND PRIVATE PROPERTY DUE TO HAULING OPERATIONS OR OPERATIONS OF CONSTRUCTION RELATED EQUIPMENT FROM A CONSTRUCTION SITE SHALL BE REPAIRED BY THE RESPONSIBLE PARTY PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY. • OBTAIN PERMITS PRIOR TO DOING ANY STREET GUTS OR CURB CUTS. OBTAIN BARRICADE PERMIT PRIOR TO DOING ANY WORK IN THE R16HT OF WAY. CONTACT TRAFFIC ENGINEERING AT (501) 374-1800 FOR MORE INFORMATION. • HAULING OF FILL MATERIAL ON OR OFF SITE OVER MUNICIPAL STREETS AND ROADS REQUIRES APPROVAL PRIOR TO A GRADING PERMIT BEING ISSUED. CONTACT PUBLIC WORKS TRAFFIC ENGINEERING AT 621 S. BROADWAY, (501) 3--1-1800 FOR MORE INFORMATION. • ALL 516NAGE, PAVEMENT MARKINGS AND PARKING LOT STRIPING SHALL CONFORM TO REQUIREMENTS GIVEN IN MANUAL OF UNIFORM TRAFFIC GONTROL DEVICES (MUTGD). MUT60 REQUIRES THAT PARKING SPACES BE MARKED IN WHITE. CONTACT TRAFFIC ENGINEERING AT (501)3-141800 IF YOU HAVE ANY QUESTIONS REGARDING STRIPING. PROPERTY ZONING THE 5UBJEGT PROPERTY WAS ZONED R-2 AT THE TIME OF SURVEY. CONTACT: DONNA JAMES PHONE: 501-37l-4790 APPLICATION TO RE -ZONE THE SUBJECT PROPERTY TO POD, PLANNED COMMERCIAL DEVELOPMENT, HAS BEEN SUBMITTED TO THE CITY OF LITTLE ROCK PLANNING DEPARTMENT FOR REVIEW AND AGGEPTANGE (5010-371-4844. BUFFER REQUIREMENTS, COMMERCIAL USES. THESE USES SHALL PROVIDE BUFFERS WHERE ABUTTING ANY USE OR ZONING EXCEPT OFFICE, COMMERCIAL OR INDUSTRIAL STREET BUFFERS SHALL BE REQUIRED IN ALL INSTANCES. LAND USE BUFFER. ALL SITES DEVELOPED, MODIFIED OR ENLARGED SHALL PROVIDE A LAND USE BUFFER(5) AS FOLLOWS: I. SIDE PROPERTY LINES AT SIX (6) PERCENT OF THE AVERAGE WIDTH OF THE LOT ON BOTH SIDES; 2. REAR PROPERTY LINES AT SIX (6) PERCENT OF THE AVERAGE DEPTH OF THE LOT; 3. THE MINIMUM DIMENSION SHALL BE NINE (9) FEET IN ALL INSTANCES; 4. THE MAXIMUM DIMENSION REQUIRED SHALL BE FIFTY (50) FEET IN ALL INSTANC,E5. STREET BUFFER ALL SITES DEVELOPED, MODIFIED OR ENLARGED SHALL PROVIDE STREET BUILDERS AS FOLLOWS: I. ALL STREET PROPERTY LINES AT SIX (6) PERGENT OF THE AVERAGE DEPTH OF THE LOT. 2. STREET BUILDERS SHALL NOT BE REQUIRED FOR ALLEY FRONTAGE. 3. THE MINIMUM DIMENSION SHALL BE (ONE-HALF THE FULL WIDTH REQUIREMENT BUT IN NO CASE LESS THAN NINE M) FEET. 4. THE MAXIMUM DIMENSION REQUIRED SHALL BE FIFTY (50) FEET. *SEE ZONING ORDINANCE FOR ADDITIONAL RESTRICTIONS. SITE UTILITY CONTACTS SEWER: ELECTRIC,: GAS: LITTLE ROCK WATER ENTER6Y GENTERPOINT ENERGY RECLAMATION AUTHORITY BENARD NUEMEIER ANDREW TOWNSEND II GLEARWATER DRIVE 425 W. CAPITOL AVE. 401 W. CAPITOL SUITE 600 LITTLE ROCK, AR 12204 LITTLE ROCK, AR 72201 LITTLE ROCK, AR 72201 501-688-1452 501-954-5156 501-311-4619 WATER: CENTRAL ARKANSAS WATER JASON LOWDER 221 E. CAPITOL AVE. LITTLE ROCK, AR 72201 501-371-1234 TELEPHONE: ATBT LYNDA PALMER 1111 W. CAPITOL, RM. 941 LITTLE ROCK, AR 72201 501-313-5255 PROJECT CONTACTS OWNER/DEVELOPER: ENGINEER: PB GENERAL HOLDINGS, LLG SENTINEL GROUP, LLG ATTN: SCOTT PROCTOR ATTN: EPIC KREBS, PE 5110 TALLEY ROAD 2712 CYPRESS POINT DRIVE, LITTLE ROCK, AR 12204 BENTON, ARKANSAS 720I9 PHONE: (501) 21c1-i5899 PHONE: (501) 31-1-254-1 ARCHITECT: SURVEYOR: BARTLETT ARCHITECTURE, INC. DAVID NIX ATTN: DAN BARTLETT, AIA, NGARB, IGC BLEW 4 ASSOCIATES, PA 603 HWY 5 NORTH 524 W. SYCAMORE ST., SUITE 4 BENTON, AR _12019 FAYETTEVILLE, AR 12-103 PHONE: (50) 794-4446 PHONE: (474) 443-4506 ** UTILITY WARNING ** 48 HOURS BEFORE YOU DIG CALL: ARKANSAS ONE CALL (TOLL FREE) 1-800-482-8998 PRIOR TO CONSTRUCTION FOR UNDERGROUND UTILITY LOCATION /� 1 0, E of T 0,_ c r �0l' ARKANISA: OF q REGIST THE PRTN16Nr% S Q; r SENTINEL GROUP, = C) LLC -0 \ , No. 1269 zF 11833 N.. 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