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Home My WebLink AboutCBC-640-LA MADELEINE Map 3y" DIA. 2-PLY GARDEN HOSE 12 GA. GALVANIZED WIRE SET TREE PLUMB AND THE TOP OF THE ROOT BALL AT THE SAME ELEV. AS THE ADJACENT FINISH GRADE. FINISHED GRADE BACKFILL WITH J TOPSOIL, § PEAT BY VOLUME AND 2 LBS OF 14.14.14 SLO-COTE FERTILIZER PER CU. YARD OF BACKFILL. TAMP SOIL LEAVING NO VOIDS BACKFILL g� M DECIDUOUS TREE PLANTING DETAIL NITS REMOVE ALL BROKEN OR DAMAGED BRANCHES, TWINE, TAGS, ETC. STEEL T POST ( 2 PER TREE) DRIVE STAKES INTO UNDISTURBED SOIL FORM 4" HIGH BACKFILL SAUCER AROUND TOP OF TREE PIT AND COVER PIT WITH 3" MULCH. KEEP MULCH OFF TRUNK. DIG TREE PIT 24" LARGER THAN ROOT BALL AND SLOPE SIDES AS SHOWN. REMOVE ALL STAKES AFTER I YEAR OR WHEN TREE IS ESTABLISHED. REMOVE ALL ROPE, TWINE, AND WIRE FROM AROUND TRUNK AFTER TREE IS SET AND TREE PIT IS 1/2 FILLED. STEEL EDGING DETAIL MS SEE PLANS FOR NOTES: APPLY APPLICATION OF BALAN OR APPROVED EQUAL PRE -EMERGENT FOR WEED CONTROL. SHRUB PLANTING DETAIL NTS TREE5 — BOTANICAL NAME / COMMON NAME GONT OTY Gercfs canadensis / Eastern Redbud 2"-2 1/2" Gal. 10-12' HT. 4 Lagerstroemla Indira / Grape Myrtle multi -trunk 0'-8' HT. 2 ti G_ i Liquldombor styracifluo 'Slender 511houette' / Columnar Sweet bum 2"-2 1/2" Col. 10-12' HT. 5 SHRUBS BOTANICAL NAME / COMMON NAME 51ZE OTY Buxus mlcrophylla 'Wintergreen' / Wintergreen Boxwood 5 gal 18 HT. min. 114 Q Ilex cornuta 'Nellie R.5tevens' / Nellie Stevens Holly 5 gal 18" HT. min. 2a ® Juniperus horizontalis 'Compacts' / Andorra Compact Juniper 5 Gal. 24" o.c. 11-7 �- Logerstroemio Indlca 'Dwarf Purple' / Dwarf Grape Myrtle 5901 4 A� Misconthus sinensis 'Vorlegatus' / Variegated Maiden Grass 5901 T. min. 22 Muhlenbergla capllloris / Pink Muhly 5 gat HT. in. 10 O Rhophiolepis indica / Indian Hawthorn 5 gal T. min. ICI Spiraea japonica 'Little Princess' / Little Princess Japanese Spires 5 gal T. min. 12 C=; GROUND COVERS BOTANICAL NAME / COMMON NAME GONT OTY Liriope muscarl / Lily Turf 1601. 3841 sf Zoysia Jaonica / Zoysia Grass p sod o•c• 4,606 sf (512 e.y.) EDGING TO EXTEND 2" ABOVE LAWN FLEXIBLE STEEL EDGING 16 GA. STAKE AS PER MANUFACTURERS NOTE: AREAS WHERE GROUNDCOVER OR SHRUB MASS PLANTING BORDER CURB, WILL NOT HAVE EDGING. CHAMFER EDGING TO BE FLUSH WITH FINISHED GRADE ADJACENT TO PAVING OR CURBS. 3" LAYER OF MULCH PROVIDE A HOMOGENOUS MIXTURE OF 3:1 RATIO OF APPROVED TOPSOIL OF SPECIFIED QUALITY AND PEAT MOSS t�,� LANDSCAPE NOTES 1. CONTRACTOR SHALL CONFIRM THE LOCATIONOF ALL UTILITIES PRIOR TO STARTING ANY WORK. THE CONTRACTOR IS RESPONSIBLE `OR CONTACTING THE ONE -CALL SYSTEM. ALL UTILITY LOCATIONS SHOWN ON THIS PLAN ARE APPROXIMATE AND ARE BASED ON SURVEY INFORMATION, SITE DEVELOPMENT PLANS, UTILITY RECORDS, ETC. 2. ALL PLANT MATERIAL SHALL BE NURSERY GROWJ. THE SIZE AND GRADING SHALL MEET OR EXCEED THE LATEST EDITION OF AMERICAN STANDARDS FOR NURSERY STOCK PUBLISHED BY THE AMERICAN NURSERY AND LANDSCAPE ASSOCIATION. 3. ALL ENTRANCE/EXIT PLANTINGS SHALL BE INSTALLED AND MAINTAINED TO PROVIDE CLEAR SIGHT DISTANCE FROM THE STREETS AND THE ENTRANCE/EXIT LOCATIONS. 4. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING REQUIRED SHRUBS AND TREES PER CITY LANDSCAPE ORDINANCE OR UNTIL PROJECT IS TURNED OVER AND ACCEPTED BY OWNER. 5. NO CHANGES TO THE PLANT SCHEDULE ARE ALLOWED WITHOUT APPROVAL OF THE OWNER, LANDSCAPE ARCHITECT AND CITY. SUBSTITUTED PLANTS SHALL MEET THE SAME CRITERIA REGARDING TYPE, SIZE AND FUNCTION AS THOSE PLANTS SHOWN ON THE PLAN. 6. ALL LAWN AREAS ARE TO RECEIVE V OF TOPSOILTO FINAL GRADE. ALL SHRUB AREAS SHALL RECEIVE 6" OF TOPSOIL. SOIL SHALL BE AMENDED TO ENHANCE FAVORABLE GROWING CONDITIONS. ALL EXISTING SODIWEEDS SHALL BE REMOVED FROM PLANTING BED AREAS. 7. ALL PLANT BEDS SHALL HAVE MINIMUM OF 3" SHREDDED HARDWOOD MULCH. TREES NOT LOCATED IN PLANT BEDS SHALL RECEIVE AMULCH SAUCER PER DETAIL. 8. ALL TREES AND SHRUBS SHALL BE INSTALLED IN ACCORDANCE WITH THE DETAILS PROVIDED. 9. ALL LANDSCAPE AREAS TO BE IRRIGATED BY AUTOMATIC UNDERGROUND IRRIGATION SYSTEM. 10825 Financial Center Parkway, Suite 300 Little Rock, Arkansas 72211 Crafton Tull ® engineering I surveying 501.664.3245 t 501.664.6704 f www.craftontull.corn CERTIFICATE OF AUTHORIZATION: o'f""AUj CRAFTON, TULL & ASSOCIATES, INC. _x No.T09 ~- yJ 2C' q.....SAS ENu'11E0A 111000 1,1111 GRAPHIC SCALE IN FEET 20' 0 20' LA MADELEINE WEST MARKHAM STREET LITTLE ROCK, ARKANSAS Key plan No. Description Date This document, and the ideas and designs incorporated herein, as an instrument of professional service, is the property of Crafton, Tull & Associates, Inc., and is not to be used, in whole or in part, for any other project, without the written authorization of Crafton, Tull & Associates, Inc. ,ttttur a urF��, PROJECT NO: 15802300 ISSUE DATE: 06/12/1$ coNrga: 1. KELSO FRAN " CHECKED BY: ISSUED FOR ' REVIEW 3 *,- y 02015 Crafton, Tull&Aci ssoates, Inc. �i RKANS �F��rFrrinttrt�s,a LANDSCAPE PLAN L-101 M 0 n ce SITE NOTES 1. THE DESIGN, INSPECTION, AND CERTIFICATION OF ANY RETAININ WALL SHOWN OR REFERENCED HEREIN, INCLUDING BUT NOT LIMITED TO, SEGMENTAL RETAINING WALLS, MASS GRAVITY WALLS GABION WALLS, ETC., GREATER THAN FORTY-EIGHT INCHES IN HEIGHT, SHALL BE BY OTHERS. ANY RETAINING WALL DATA SHOWN OR REFERENCED HEREIN SHALL BE FOR COORDINATION OF THE WALL LOCATION AND ELEVATIONS ONLY. 2. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY/STATE/FEDERAL REGULATIONS AND CODES AND OSHA STANDARDS. 3. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXAC LOCATIONS AND DIMENSIONS OF VESTIBULES, SLOPE PAVING, SIDEWALKS, EXIT PORCHES, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT UTILITY ENTRANCE LOCATIONS. 4. ALL DIMENSIONS AND RADII ARE TO BACK OF CURB UNLESS OTHERWISE NOTED. 5. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE PROJECT SPECIFICATIONS. 6. ALL CURB/SIDEWALK/HANDICAP RAMP DESIGNS SHALL CONFORM TO ADA STANDARDS OR LOCAL RESTRICTIVE CODES, WHICHEVER IS MORE RESTRICTIVE. 7. CONTRACTOR SHALL ENSURE ALL NECESSARY PERMITS ARE OBTAINED PRIOR TO CONSTRUCTION START, B. CONTRACTOR SHALL MATCH PROPOSED CURB AND GUTTER, CONCRETE, AND PAVEMENT TO EXISTING IN GRADE AND I ALIGNMENT. 9. CONTRACTOR SHALL MAINTAIN ALL EXISTING PARKING, I SIDEWALKS, DRIVES, ETC. CLEAR AND FREE FROM ANY CONSTRUCTION ACTIVITY AND/OR MATERIAL TO ENSURE EASY I AND SAFE PEDESTRIAN AND VEHICULAR TRAFFIC TO AND FROM THE SITE. Arkansas One Call Know what's b@IOW. Call before you dig. SSMH I TOR 423.74 4" METAL E 418.14 10" METAL S 418.04 H I 10" METAL N 417.99 CD CURB INLET I TOR 420.48 N 36" HOP E 414.67 b '_ Ii r I I II - - - - - -------------------- — — ______ - - - - --- ---- -- ---- t----------------------------- - I I I 1 11111GRESS - EGRESS EXISTING LIGHT POLE —PROPOSED 0 REMAIN - EASEMENT STRIPING ISLAND ) - — — IzI I ,. n W O �I PROPOSED CONC. Rq WHEELSTOP (TYP.) CD I w SSMH z TOR 424.44 10" METAL S 418.61 N 10" METAL N 418.51 H I PROPOSED HC SIGN (TYP.) �to co II LO m Q v)CD I R� 18.77' EXISTING POWER POLE TO REMAIN II MATCH EXISTING CURB AND GUTTER ' ��v. EXISTING POWER �wI POLE TO REMAIN UGT T BO X 14' EXISTING UTILITY BOXES TO REMAIN <0 SSMH I ( 25 TOR 428.92 10" PVC W 419.32 10" PVC N 418.93 MH 17' LAI Nj I .1;1 EM10 iRE:22 w 62.65' )POSED 2B AND M o N R� —W— %W-- W— RAW IWATER I LINE PROPOSED ACCESSIBLE HC RAMP EXISTING LIGHT TO BE REMOVED 83.21' 0 C) M , FL 30" —10 RCP I I I 00'P29.12'_ 423.31 �J CURB INLET TOR 430.22 24" RCP W 424.16 -- 18" RCP S 424.07 30" RCP NE 423.42 II II Irn 1 LP o LP raj PROPOSED EXISTING UGE CURB AND I� - - X TO REMAIN F GUTiER _ I. -I--- L — — — ---- �_-o - - - - - - -------------- --- i EXISTING LIGHT POLE WEST MAR HAM STREET TO REMAIN EXISTING SIGN TO REMAIN EXISTING FIRE HYDRANT EXISTING LIGHT POLE EXISTI,G SIGN TO REMAIN TO BE REMOVED 4.13' i MATCH EXISTING CURB AND GUTTER SYMBOLS LEGEND (EXISTING) LINEWORK o FOUND IRON PIN EASEMENT 0 LIGHT POLE _--_____________ POWER POLE CURB m TELEPHONE PEDESTAL - - -- -- .. N N PEDESTAL INTERMEDIATE CONTOUR O MANHOLE INDEX CONTOUR o SANITARY SEWER CLEANOUT — —SS- 6 GAS METER SANITARY SEWER LINE D4 GAS VALVE GAS LINE G == ----7 STORM SEWER PIPE c DOWN GUY WATER LINE (SPEIFY SIZE & TYPE)W Dl4 WATER VALVE U GT �.Y FIRE HYDRANT ASSEMBLY UNDERGROUND TELEPHONE U GE r !'81 AIR RELEASE VALVE UNDERGROUND ELECTRIC 16, FIRE DEPARTMENT CONNECTION OH Y`r O WATER METER OVERHEAD ELECTRIC ® SPRINKLER HEAD U GTV m ELECTRIC PEDESTAL UNDERGROUND TELEVISION OH TV '-- - 1 GRATED INLET OVERHEAD TELEVISION ^^. _..... ....... ......x-, .... `--J CHAIN LINK FENCE r=� ,ILO DROP INLET .. JI WOOD FENCE BARBED WIRE FENCE TREE FIBER OPTIC \, RIGHT OF WAY \ TREE TO BE REMOVED — i h ROAD CENTERLINE PARKING REQUIRED MIXED COMMERCIAL 9,773t SF 1 STALL/225 SF 44 RESTAURANT 5,250t SF 1 STALL/100 SF 53 TOTAL REQUIRED 97 PARKING PROVIDED EXISTING REMAINED PARKING SPACES 110 PROPOSED STANDARD PARKING SPACES 23 PROPOSED HANDICAP PARKING SPACES 2 PROPOSED PARKING SPACES 25 TOTAL PROVIDED 135 FL 36" HDP ----------------- 401_55 - _—J 0 LEGEND (PROPOSED) •SET SYMBOLS IRON PIN LINEWORK EASEMENT LIGHT POLE '11111, POWER POLE CURB ■ TELEPHONE PEDESTAL 1205— a TV PEDESTAL INTERMEDIATE CONTOUR Q• MANHOLE 205 INDEX CONTOUR o SANITARY SEWER CLEANOUT • GAS METER SANITARY SEWER LINE ►N GAS VALVE STORM SEWER PIPE GAS LINE ��'`y) STRUCTURE NUMBER I WATER LINE N� WATER VALVE IFIRE HYDRANT ASSEMBLY UNDERGROUND TELEPHONE III AIR RELEASE VALVE .4 FIRE DEPARTMENT CONNECTION UNDERGROUND ELECTRIC • WATER METER i BACK FLOW PREVENTER OVERHEAD ELECTRIC ♦ REDUCER FIBER OPTIC PLUG VALVE RECTANGULAR DROP INLET, UNDERGROUND TELEVISION GRATED INLET OR JUNCTION OH TV BOX (SPECIFY ON PLAN OVERHEAD TELEVISION SHEET) o CIRCULAR DROP INLET, CHAIN LINK FENCE GRATED INLET OR JUNCTION BOX (SPECIFY ON PLAN WOOD FENCE SHEET) X X BARBED WIRE FENCE BUILDING SET BACK RIGHT OF WAY PROPERTY LINE ROAD CENTERLINE 10825 Financial Center Parkway, Suite 300 Little Rock, Arkansas 72211 Crafton Tull ® engineering I surveying 501.664.3245 t 501.664.6704 f www.craftontull.com CERTIFICATE OFAUTHORIZATION: `Sa1QF AI/T, 3� is CRAFTON, TULL & c' ASSOCIATES, INC. D( No. 109 gRrAVSAS E14G\N1'�� GRAPHIC SCALE IN FEET 20' 0 20' LA MADELEINE WEST MARKHAM STREET LITTLE ROCK, ARKANSAS Key Plan No. Description Date This document, and the ideas and designs Incorporated herein, as an instrument of professional service, is the property of Crafton, Tull &Associates, Inc., and is notto be used, in whole or in part, for any other project, without the written authorization of Crafton, Tull & Associates, Inc. NSigUCTION PROJECT NO: 15802300 ISSUEDATE: 05/20/15 �O� THIS F� CONTACT: J. KELSO DOCUMENT IS m CHECKED BY: = PRELIMINARY IN NATURE AND IS NOT PRELIMINARY w AFINAL,SIGNED o PLANS a, AND SEALED DOCUMENT 7 ® 2015 Crafton, Tull & Associates, Inc. �<% p ° NOI l00'6 L-G 05/29/2015 SITE PLAN C-101