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HomeMy WebLinkAboutSTRIPES SITE PLAN (2)H II A 1N II 7N r N 86'36'38• E 20, 1 II / / u 13D II \^\�-T/ � -' - 'z4••STsa(P)' °-•za-5tM�) C \ 7N Z 30 U� I i I ( N SCALE 30 0 30 60 II 1 inch = 30 ft. T.B.M. "A" PROPOSED CUTBOX IN TYPE "C" INLET ELEV 20.52 PROPERTY LINE LEFT RN LANE'CONSTRUCTION PLANS CURBING BY TRAFF DATA & ASSOCIATES, INC. (PLANS INCLUDED WITH THIS PLAN SET FIRE LANE AS ASSOCIATED DOCUMENTS H.C. PROJECT REFERENCE #PRJ0002034480) 19 BUILDING CONTROL POINT Q GRATE INLET TO ELECTRIC METER ® GASMETER OPARKING COUNT. I © TRANSFORMER PP W/TRANS ® WATER METER \\ \ \ 6N 60.49' 7N ��, 7N -- 0.56' r ( ( SuDON © -DOUBLE CHECK VALVE ASSEMBLY / \ 48' L3117.96- \ / - A \ � 8D 19 / \ a w 'p as ." GENERAL SITE NOTES / SCREENED DUMPSTER / �\ o J 7D b o 9 = I (�% CMU BLOCKS PAINTED TO MATCH / \ p \ao N w M 9' 3 EA. m P 3D �, 7D i► ?I ID I 1. UNLESS OTHERWISE SHOWN, ALL CURB RADII SHALL BE2'OR1W. THE BUILDING to TYp z (D' Z ALL DIMENSIONS ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED. ( / / R50'� C'AS Q ao 7N 4 EA. D TYP X I 3. ALL CURBING SHALL BE TYPE B PER DETAILTYPE B CURB, UNLESS OTHERWISE NOTED. 13N fo 4. ALL WORK AND MATERIALS 8HALL COMPLY WITH ALL LOCAL REGULATIONS 60.15' :' ;,•; :`.w:*;,; <;..`x a. 'wr " . �:'?:::; '•: �; ". r -; ri:. •: ;%: °.- :. , M 60.9' m I AND O.S.H,A. STANDARDS. R 0 R25' .l EA' 2D 4 EA 3 x` ' �" HI DITCH �� { 6. CONTRACTOR SHALL REFER TO ARCHITECT PLANS FOR EXACT BUILDING tl R45 TYP, TYP. 30 TYp ' 2D `r. 1S, Q ( a x II DIMENSIONS AND UTILITY ENTRANCE LOCATIONS. 7N 6D ;`,,; Iv { I I I S. CONTRACTOR SHALL REFER TO SPECIFICATIONS AND GEOTECHNICAL 32' ': 5 EA. STRIPES 2D TYPA o' 33' n II { REPORT DETAILS FOR PAVING DESILiNAND PROPER MATERWS. 2D T' 6,844 S.F., LEFT I{ 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE SITE SD 2 EA. 2D FFE=22.50 6D i,: Q I - - - - 1a"sTN(P) UNTIL WORK I3ACCEPTED BYTHE OWNER a ',,, TYP. 11 D 2a` snn(P / 8 ALL SIGNS SHALL BE PERTMUTCD.. 40 5D 18' 10D 11D 7144pEA 30 c t8 s ) 1 24" s7N(P) { I S. CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND MAINTAINING O I 7D °: 10D 12N t" ADEQUATE TRAFFIC CONTROL THROUGHOUT THE PRWECT,INCLUDING O rNJ. ' ^" : �" * ,+:: �..4;r'• w •v w�.M' , w :j:,+,• •<• " n :-j Crv1� s ^yy,.:r •+ •f -'"•`""`" { PROPER TRAFFIC CONTROL DEVICESAND/Ofl PERSONNEL AS REQUIRED. d i1`,', :ii" "%`�:..,:+:, '_•;va+c;••e;• :;,� '.'e...' r, +.,• THIS INCLUDES BOTH VEHICULAR AND PEDESTRIAN TRAFFIC CONTROL. TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH M.U.T.C.D. of 9D �.° 11N 14 c0 7N y ,12D ^ 7N � 0 NOTES . e �v 40 1D 80 o 130 5' M N N 1N. TAPER CURB TO MATCH EXISTING to _ A { 2N. TRANSITION CURB FROM 6 INCHES TO 0 INCHES OVER 2 FEET. N SN 3N. UNDERGROUND STORAGE TANKS (PER FUELING PLANS) - -"'---------'--- ----'- 26' _ 4N. FUELING CANOPY (PER FUELING PLANS) PLANS) 1 ®-- I O• r® ® 3N 9N Ry 5N. PYLON SIGN (PER SIGN 0 4 EA. 2D ® I 4N 0 ® ® 0 0 0 I { 8N. DUMPSTER PAD 7N. LIGHTING (PER LIGHTING PLAN) N T p I I ° 78.79 ` ( { ® ® ® �N ® ® I ®' ' 12D 8N. SAWCUTLINE - PROPOSED PAVING TOMATCH EXISTING ELEVATION$ Ij I ON. CONCRETE PAVING BY OTHERS . y Mo 760.34 < n gp 10N. AIR/WATER EQUIPMENT LOCATION E CROSS ACCESS DRIVE FOR ACCESS 32' 40' 32' 32' ° ' 11N. BLUE RHINO PROPANE TO FUTURE DEVELOPMENT ( ®- ® 0 ® 0 0 0 ® o ��• 0 I I 12N.'4' WIDE PAINTED STRIPES 045"2FTONCENTER (WHIE) o PER ACCESS EASEMENT 13M POLE MOUNTED TRANSFORMER #20130615715 (26 PAGES) Q`C ( it JUL I w FILED ON 12/10/2013 L®- ®-- ® -® --- ® -®- - ®--® --®- ®� ( { ( a DETAILS 24.13' {{ �� { .`� C B 20' SETBACKSE( E NOTE 14) an0 FO. sag „ LP 1D. PARKING LOT STRIPING jEMENT 5N 7D N pj N 7D 10N OA D MP m 2D. PRECAST CONCRETE WHEEL STOP �A 9D P�'g. 10 SD. U-PIPE BOLLARD 4D. PIPE BOLLARD IN ADA ACCESS FIRE (BOLLARDS 00 FN HYDRANT Lp LANES $HALL HAVE A V MINIMUM CLEARANCE - - - -� - P - - BETWEEN BOLLARDS60ASTOBEADA ai - :l.1;ce,e• ,:;;; ++;P;:k,Nc::y �(- z:.;v S c J i" , - + a:.' r:; ti• 3 '�;K: , . '• Fr. w -P COMPLIANT) °' 6D 12D E 12D 6D 5N - - - - - 5D. REMOVABLE PIPE BOLLARD (BOLLARDS SHALL N [� 10 45 70 r=�- _ �� _ o I T c H HAVE A V MINIMUM CLEARANCE BETWEEN BOLLARDS SO AS TO BE ADA COMPUANT) m T - BD. CONCRETE SIDEWALK c° o I T c H 9D 9D Tse °p 7D. TYPE'B• INTEGRAL CURBAND GUTTER U N ry4) TSPa 8D. FIRE LANE MARKING c o 0 v Q {{ :;+j^,f%{ SO. HEAVY DUTY CONCRETE _ { T.B.M. ,>B., L.....J 10D. REGULARDUTYCONCRETE rn o 2N 8N 2N (� {> CUT BOX IN CONC. BASE OF 2' Souo WHITE T+�c STRIPE(Tlp.) BASE DETAIL - -= - - I TRAFFIC SIGNAL POLE 11D. SITE SIGN SIDEWALKS ELEV 24.28 12D. ADA RAMP IN c I{� N L o I _j N FAIRMONT PARKWAY o n o o T e H (CALLED 250 R.O.W.) TSP o (H.C.C.F. NOS. X-149786 AND Z-401971) T5s0 8 se d• � �6'STMO.'a I �24'SIM(2)_ _ � . Q ---- TSP OI N TSP 00 .00 NOT ENTER` \d _ AKHAVEN _r tJ o�/ y �� ^ c a Q NI o� � o' 0 ? 1 �' N z 9 i // p Z / U OI FAIRMONT PK ---+- / NEW CENTURY DR. N t SITE Z NEW DECADE DR. 0 VICINITY MAP NO SCALE FLOOD STATEMENT THIS TRACT IS IN UNSHADED ZONE "X" ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA), FLOOD INSURANCE RATE MAP (FIRM) FOR HARRIS COUNTY, TEXAS, MAP NO.4820100940L REVISED/DATED JUNE 18, 2007. CITY APPROVING AUTHORITY CERTIFICATE THIS IS TO CERTIFY THAT THE CITY OF LA PORTE, TEXAS HAS APPROVED THIS SITE PLAN AND DEVELOPMENT OF STAI IN OR NCE WITH THE ORDINANCES OF THE CITY OF LA PORTE. ` B RECTOR F P NING, f CITY ENg EER, CITY PLANNER SITE PLAN ACCURACY CERTIFICATE I, ANDREW D. SLYTER, P.E., AM REGISTERED UNDER THE LAWS OF THE STATE OF TEXAS TO PRACTICE THE PROFESSION OF ENGINEERING AND HEREBY CERTIFY THAT THE ABOVE PLAT OR SITE PLAN IS TRUE AND CORRECT, AND THAT ALL BEARINGS, DISTANCES, ANGLES, CURVE RADIUSES AND CENTRAL ANGLES ARE ACC TELY SHOWN ON THE PLAT. TEXAS REGISTRATION NO. 116731 PAIL J. M SS, P.E. LEGAL DESCRIPTION A TRACT OR PARCEL OF LAND CONTAINING 1 AS20 ACRES OR 62,380 SQUARE FEET, BEING PART OF AND OUT OF THE REMAINDER OF A CALLED 18.726 ACRES CONVEYED TO JACK A. HOWARD, W. FLOYD HOWARD AND LARRY ALLEN BY HARRIS COUNTY CLERK'S FILE (H.C.C.F.) NO.20080129556, SITUATED IN THE ENOCH BRINSON LEAGUE, ABSTRACT NO.5, HARRIS COUNTY, TEXAS, WITH ALL BEARING BASED ON THE TEXAS STATE PLANE COORDINATE SYSTEM, SOUTH CENTRAL ZONE, NADI BEGINNING AT A 5/81NCH IRON ROD WITH CAP STAMPED "WINDROSE LAND SERVICES" SET MAKING THE INTERSECTION OF THE NORTH RIGHT-OF-WAY (R.O.W.) LINE OF FAIRMONT PARKWAY (CALLED 250' WIDE) RECORDED UNDER H.C.C.F. NOS. X-149786 AND Z-401791, AND THE WEST R.O.W. LINE OF CANADA ROAD (CALLED 100' WIDE) RECORDED UNDER H.C.C.F. NOS. X-149786 & X-218373, THE SOUTHWEST CORNER OF A CALLED 0.396 ACRE TRACT CONVEYED TO THE CITY OF LA PORTE BY H.C.C.F. NO. X-149786, AND THE SOUTHEAST CORNER OF THE HEREIN DESCRIBED TRACT; THENCE ALONG THE NORTH R.O.W. LINE OF SAID FAIRMONT PARKWAY SOUTH 86 DEG. 56 MIN. 08 SEC. WEST A DISTANCE OF 239.00 FEET TO A 5/81NCH IRON ROD WITH CAP STAMPED "WINDROSE LAND SERVICES" SET MARKING THE SOUTHWEST CORNER OF THE HEREIN DESCRIBED TRACT; THENCE DEPARTING NORTH R.O.W. LINE OF SAID FAIRMONT PARKWAY NORTH 03 DEG. 23 MIN. 22 SEC. WEST A DISTANCE OF 261.00 FEET TO A 6/8 INCH IRON ROD WITH CAP STAMPED "WINDROSE LAND SERVICES" SET MARKING THE NORTHWEST CORNER OF THE HEREIN DESCRIBED TRACT; THENCE NORTH 86 DEG. 56. MIN. 08 SEC. EAST A DISTANCE OF 239.00 FEET TO A 5/8 INCH IRON ROD WITH CAP STAMPED "WINDROSE LAND SERVICES" SET IN THE WEST LINE OF SAID 0.396 ACRE TRACT, ON THE WEST R.O.W. LINE OF SAID CANADA ROAD, AND MARKING THE NORTHEAST CORNER OF THE HEREIN DESCRIBED TRACT, FROM WHICH A 1/2 INCH IRON ROD WITH CAP STAMPED "RPLS 5007" FOUND BEARS FOR REFERENCE NORTH 03 DEG. 23 MIN. 22 SEC. WEST A DISTANCE OF 151.01 FEET MARKING THE NORTHEAST CORNER OF A CALLED 0.0916 ACRE TRACT (TRACT 2) CONVEYED TO FGI INVESTMENTS NO 10 LLC BY H.C.C.F. NO.20100246405 AND THE SOUTHEAST CORNER OF A CALLED 0.7346 ACRE TRACT (TRACT 1) CONVEYED TO FGI INVESTMENTS NO 10 LLC BY H.C.C.F. N0. 20100246405, AND A 1/2 INCH IRON ROD FOUND BEARS FOR REFERENCE NORTH 03 DEG. 23 MIN. 22 SEC. WEST A DISTANCE OF 431.01 FEET MARKING THE NORTHEAST CORNER OF A CALLED 1.8365 ACRE TRACT CONVEYED TO FGI INVESTMENTS NO 11 LLC BY H.C.C.F. NO. 201OM3738 AND THE SOUTHEAST CORNER OF A CALLED 1.8365 ACRE TRACT CONVEYED TO FGI INVESMENTS NO 11 LLC BY H.C.C.F. NO.20100520251; THENCE ALONG THE WEST R.O.W. LINE OF SAID CANADA ROAD AND THE WEST LINE OF SAID 0.396 ACRE TRACT SOUTH 03 DEG. 23 MIN. 22 SEC. EAST A DISTANCE OF 261.00 FEET TO THE PLACE OF BEGINNING AND CONTAINING IA320 ACRES OR 62,380 SQUARE FEET OF LAND, AS SHOWN ON WINDROSE SURVEY JOB NO.61120, PREPARED BY WINDROSE LAND SERVICES, INC. NAME OFTHE DEVELOPMENT STRIPES STORE A1055 TYPE OF DEVELOPMENT CONVENIENCE STORE WITH FUELING ZONING 0-2 GENERAL COMMERCIAL ADDRESS 8929 FAIRMONT PARKWAY HARRIS COUNTY APPRAISAL DISTRICT NUMBER 023146 000 0710 OWNER STRIPES LLC 4526 AYERS STREET, CORPUS CHRISTI, TX 78416 (800) 713.9067 DEVELOPER STRIPES LLC 4625 AYERS STREET, CORPUS CHRISTI, TX 78415 (800) 713.9087 CIVIL ENGINEER HARRISON FRENCH & ASSOCIATES, LTD 1705 S. WALTON BLVD., SUITE 3, BENTONVILLE, AR 72712 (479) 273.7780, CONTACT: CHRIS JOHNSON PARKING STALL SIZE 9' X 18' RATIO (6,844 SF -16%) 4 SPACESN000 SF SPACES - REQUIRED 23 PARKING SPACES - PROVIDED 42 PARKING SPACES HANDICAP SPACES -REQUIRED 1 VAN & 1 HANDICAP PARKING SPACES PROVIDED 1 VAN & 1 HANDICAP PARKING SPACES HARRISON FRENCH & ASSOCIATES, LTD 1705 & Walton Blvd., Suite 3 Bentonvilie,ArL•ansas 72712 t 479.273.7780 f 479.273.9436 www.hfa-ac.com �+=' w S w ffi . o (n Mazao�gfc ao 0y�oz�g w �a F €a�'rts w O h9�Tm pRjj����P. po�ina QZF O O im y'CZ>- O. 6 gO•\�OA �� Z'io �d'ogrcan�doam 0 t0 O O O I N wuj I o TrT o rna ti DO a ISSUE BLOCK 957* 3/13/2014 1007 4/11/2014 OTP 4/30/2014 1 CCR1 6/26/2014 3 CCR3 8/1/2014 STORE NO.: 1055 DOCUMENT DATE: 8/1/2014 CHECKED BY: CSJ DRAWN BY: CUM 4p tr PAUL J. MOSS .................... 116731 h�'o:•. <,.. _....moo.: �, FOR PERMIT -- TEXAS COA QO #F-8576 �p SITE cj PLAN con, 1 PAVING, LIGHTING SHEET: C1 0 TDIECT OfAr':: $'ffi�5 on Fn:rnwn� ECG 1"I ti i 1(01%ve-n:encc. sAvr-e -4 (O 5%+J104 kcces3$fl$d •F- 5;6,1111 ;,n �4t, 1414 W'A- EC M 3&"t4n Lemse^#,mot Ne. 5 I I I YI � QI �I I I ETEN ON P NO I EAS ENT ER I I EPAR D UMENT i � I - - - - - - - - - - - ----'-------1 s POND 0 0.15% SLOPE \ \\ \ \\ .\- - / / \ I ALL TRENCH EXC TIONS SHALL BE SLOPED SHORED, SHEETE , BRACED, OR OTHERWISE No SUPPORTED IN COMPLIANCE WITH OSHA REGULATIONS AND: LOCAL ORDINANC S. (SEE SPECIFICATIONS) \\\\ \ �j " \\\\\\ I ® 0.15% SLOPE S2 ` \\ = H TRENCH EXCAVATIONS SHALL RE SLOPED `\ H SHORED, SHEETED• BRACED, OR OTHERWISE LU SUPPORTED IN COMPLIANCE WITH OSHA z EGULATIONS AND LOCAL ORDINANCES. (SEE EXISTING G LEV ON= 2. 0- 2 I ESTIMATED TOP OF 30" PIPE UNE=18.80 ESTIMATED FL OF 30" PIPE UNE=16.30 r_....... .-••-q--_-_...-_.___......{_..._-__.----- --........... ___.___....---...............--._--_-.___-...._.___.__..... _.....___...__..._ PROPOSED TOP OF 24" HDPE=11.77 PLANT SCI IEDUL� PROPOSED FL OF 24" HDPE=9.77 qfr, TREES LADE CITY COMMON NAME /BOTANICAL NAME CONT CAL i ! \\ Qy�2 A ACE LEU 9 Chalk Maple / Acer leucoderme BOB 2"Cal GER RE2 4 Red Bud / Cercis remfonms 15 gal 2.5'Cai CRA ENG 8 Enghsh Hawthorn / Crataegus laevlgata B 4 B 2°Cal SHRUBS CODE CITY COMMON NAME/BOTANICAL NAME CONT JUN W12 17 Blue Rug Jumper/ Jumperus horaontalm 'WdtomP 5 gal CID LOR DWA 53 Dwarf Ruby Fringe Flower/ Loropetalum chmense rubrum'Ruby' 5 gal /� 2D RIM=21.70 \� / FL IN S =17.29 \ 16.69 W PEN BUN 10 Little Bunny Fountain Grass/ 3 gFL OUTT al / / FL IN =9.95 O. Penmsetumalopecuroldes'LittleBunny / (NW) t Q RHA PRI 47 Indian Princess Indian Hawthorne/ 5 jai 0 Rhaphloiepls Indloa ' Indian Pnncess' TM oI GROUND COVERS CODE CITY COMMON NAME! BOTANICAL NAME CONT - A CYN DA2 I ,G 16 sf Bermuda Grass / Cynodon dack),lon seed p DEC BIE 732 sf 1 "-2" Smooth J Decorative Rock Blege mulch U ERE OPH 7,228 sf Centipede Sod / Eremochloa opluvroI sod �_�� r / DPE 22 5" / HOFLOE N ! ?`�' 0� r, GENERAL LANDSCAPE NOTES: d ALL PLANT MATERIALS SHALL ARRIVE AT THE SITE WITH 501E M015T. ( / Q� �0k2 / N CONTRACTORS SHALL HAVE UNDERGROUND UTILITIES LOCATED, LEGIBLY MARKED, AND SHALL REPAIR ANY AND ALL DAMAGE WHICH MAY / a�0 / OCCUR AS A RESULT OF LANDSCAPE INSTALLATION. UTILITIES SHOWN ON THIS PLAN ARE APPROXIMATED, AND SHOULD BE VERIFIED ON +o' THE CIVIL UTILITY PLAN AND IN THE FIELD. O UNDER NO CIRCUMSTANCES WILL LANDSCAPE WORK BE APPROVED FOR PAYMENT IF PLANT SIZE AND GENERAL HEALTH ARE NOT AS / �A / RIM=21.70 " REQUIRED ON PLAN. i I 2D =17.90 00 ALL PLANTS MUST BE CONTAINER GROWN OR BALLED AND BURLAP A5 INDICATED ON PLANT UST. / CONTAINER: APRIL 1-5EFreMBER SO. BOB OCTOBER I - MARCH 31 ! / ALL TREE5 MUST BE STRAIGHT TRUNKED, FULL HEADED AND MEET ALL REQUIREMENTS AS SPECIFIED. ALL PLANTS ARE SUBJECT TO THE APPROVAL OF THE LANDSCAPE ARCHITECT AND THE OWNER BEFORE, DURING AND AFTER / l / / / II / Lim - II - I I I I I I I II • I I I I PP W/1 NS II I I I I it I� I I 11 I I " I I I I I I --- -- -- 9 it I II I II it i I I II I II I i Q 11 I I I I II CON < ETE PA G #201306157155 26 PAGES I I) FILED ON 12/10/2013 M � •2a•sTI,(PT HOPE 0 0.5059a as o nno ? 21 o CONCRETE. I I `NMYAl ,.%/ ',I�I l LB____________------- 0 �1' (MPIF 0 0 " awn ,� _i_�_i'u 'Y =\i_ i it �.i.�. i�_i�u��.%ur_I_.�7\..\�.�_�j. ►.�1C�.. ��. ��v�ru. i Lii!.....uovoo.... �i L7 fit � Y � r .' � 3�1 ,II - 11• �SA„ STRIPES '.! F ( ►�elllt' N ITBt � •� `sn.liplr�i'Pli��i � 'I ci - • - Irr. �srsrt.:stnrasrat,it V: (p� i ns M9a�I��L, -�--�-�RI .2D LAM.74 (/ I I'IIIIV N INSTALLATION. / C00 PALM TREES SHALL BE -PLANTED PER THE PALM TREE PLANTING DETAIL. II THE LANDSCAPE ARCHITECT MUST APPROVE ANY ALTERATIONS OR REVISIONS TO THE LANDSCAPE PLAN. j THE CONTRACTOR SHALL PROTECT EXISTING FEATURES ON SITE.01 c ALL DISTURBED AREAS. MUST BE COMPLETELY SODDED WITH CENTIPEDE GRASS 50D " I a APPLY SEED UNIFORMLY WITH A DRILL OR CULTIPACKER 5EEDER OR BY BROADCASTING AND COVER TO A DEPTH OF 1/4-1/2 IN. IF / HOPE ® 0.50% ® I0 •5 DRILLING OR BROADCASTING, FIRM THE SEEDBED WITH A ROLLER OR CULTIPACKER AFTER SEEDING. MULCH ALL SEEDED AREAS AS / o y SPECIFIED BELOW 13 MAINTENANCE: 5ODDED AREAS ARE TO BE WATERED ENOUGH TO MAINTAIN ADEQUATE SURFACE 501L MOISTURE FOR PROPER SEED GERMINATION. - - - - - - - - - - - - - 0 WATERING SHALL CONTINUE FOR NOT LE55 THAN 30 DAYS FOLLOWING SODDING OR UNTIL A HEALTHY STAND OF GRA55, IS ACHIEVED, ' I S e6.5 9" IN 400.10' / UIMMEDIATELY RE50D, FERTWZE, DAMAGED AREAS OR ANY AREA THAT FAILS TO ACHIEVE THE COVERAGE SPECIFIED ABOVE UNTIL A / AV HEALTHY STAND OF GRASS, WITH 100% OR MORE COVERAGE,15 ACHIEVED. 'L / PROPOSED ACCESS EASEMENT o THE LANDSCAPE CONTRACTOR SHAD. VERIFY ALL QUANTITIES SHOWN ON THESE PLANS. BEFORE PRICING THE WORK ! 2D RIM-21.70 THE LANDSCAPE CONTRACTOR SHAD. FULLY MAINTAIN ALL PLANTING (INCLUDING BUT NOT LIMITED'f0 WATERING, SPRAYING, MULCHING, X�vP FL=16.27 m o FERTILIZING, ETC.) OF PLANTING AREAS AND LAWNS FOR 90 DAYS AFTER SUBSTANTIAL COMPLETION. VpK K) _PP E E THE LANDSCAPE CONTRACTOR SHALL COMPLETELY GUARANTEE ALL PLANT MATERIAL FOR ONE (1) YEAR BEGINNING AT THE DATE OF O SUBSTANTIAL COMPLETION. THE LANDSCAPE CONTRACTOR SHALL PROMPTLY MAKE ALL REPLACEMENTS BEFORE THE END OF THE GENERAL LANDSCAPE NOTES: I` GUARANTEE PERIOD (A5 PER DIRECTION OF THE OWNER). 2 O ~ ANY PLANT MATERIAL WHICH DIE5, TURNS BROWN OR DEFOUATE5 (PRIORTO TOTAL ACCEPTANCE OF WORK) SHALL BE PROMPTLY ALL NEW / PROPOSED LANDSCAPING 5t1ALL BE PROVIDED WITH AN REMOVED FROM THE SITC AND REPLACED WITH MATERIAL OF THE SAME SPECIES, QUANTITY, SIZE AND MELTING ALL PLANT usT APPROVED IRRIGATION SYSTEM. A SEPARATE PERMIT IS REQUIRED _ a SPEcIFlcanoNS. AT THE TIME OF BUILDING PERMIT FOR THE PROPOSED IRRIGATION o STANDARDS SET FORTH IN *AMERICAN STANDARD FOR NURSERY STOCK (ANSI ZGO.1) REPRESENT GUIDELINE SPECIFICATIONS ONLY AND SYSTEM. SHALL CONSTITUTE MINIMUMS QUALITY REQUIREMENTS FOR ALL NEW PLANT MATERIAL. ALL NEW PLANT MATERIAL SHALL BE PLANTED E AND MAINTAINED IN ACCORDANCE WITH THE LATEST EDITION OF THE AMERICAN NATIONAL STANDARDS INSTITUTE REQUIREMENTS FOR 10 TREE, SHRUB, AND OTHER WOODY PLANT MAINTENANCE (ANSI A300 PARTS i THROUGH 6). CITY PLANTING REQUIREMENTS- 2z- �� o ALL TOPSOIL APPLIED TO THE SITE SHALL BE LOAMY, FRIABLE SOIL, CONTAINING A MINIMUM OF 1.5 PERCENT BY DRY WEIGHT ORGANIC FRONTAGE TREES I ORNAMENTAL TREE PER 30 OF FRONTAGE MATTER; FREE FROM SUBSOIL, REFUSE, ROOTS, HEAVY OR STIFF CLAY, STONES LARGER THAN 25 MM (I IN.), NOXIOUS SEEDS, 511CKS, tF LOT FRONTAGE PAIRMONf PI 2391P/ 30 = 8 TRIES S TREES 8 TREES d r BRUSH, LITTER, AND OTHER DELETERIOUS SUBSTANCES, SUITABLE FOR THE GERMINATION OF SEEDS AND THE SUPPORT OF VEGETATIVE LP LOT FRONTAGE CANADA RD= 26I IF/ 30 = 9 TREES 9 TREES 9 TREES GROWTH. THE PH VALUE SHALL BE BETWEEN 5.5 AND G.S.I PLANTER PER 10SPACES 3 O i PARKING LOTTREES 4 PLANTERS 4 PLANTERS ASPHALT _ N O 40 PARKING SPACES = 4 PLANTERS PAVING _ LANDSCAPE EDGING TO BE'BEND A BOARD' EDGE 2W 5ECTIONS AND SHALL BE BROWN IN COLOR (SEE DETAIL TH15 SHEET). 1 TREE PER PLANTER 87 LF 2 O O ALL PLANTING AREAS SHALL BE TOP DRE55ED WITH 3' OF 1 "-2' BROWN, COLORADO BULL ROCK ON DEWITT PRO 5 LANDSCAPE FABRIC. 4 MINIMUM = 4 TRiE' 4 TREES 4 AL S SEE GI MINIMUM CALIPI.7t FOR PLANTER TREES = 2.5' 2.5• CAL TRl'S5 2.5• CAL - TOP ROCK SHALL BE EVEN WITH TOP OF CURBS OR EDGING. SEE CIVIL PLANS FOR ELEVATIONS. SECURE FABRIC WITH PINS OR 4 2 STAPLES (2" 15%. PINS SHALL BE PLACED AT 6 O.C. AND JOINTS SHAD- OVERLAP BY 121 PARKING LOT 5CPMNING A CONTINUOUS EVERGREEN SCREENING PARKING AREA YCS o ® o o I I a - ---------- ---- - a'Jhh1 .S�r°�3'.47.�•i :".Cf vvmin ■i. \ririiii annauiiGi�Zyrl�a�� MAN; .1 LIM, ' T.B.M. „B„ CUT BOX IN CONC. BASE OF TRAFFIC SIGNAL POLE ELEV 24.28 OAK CONCRETE PAVING I SCALE 1 30 0 30 60 ( i inch = 30 ft. PROPOSED PROPERTY LINE I - - - - - - - - - BREAKUNE = _ _ _ = STORM SEWER X)OW SPOT ELEVATION FFE FINISHED FLOOR ELEVATION FIG FINISHED GRADE G GUTTER TO TOP OF CURB FL FLOWLINE TR TOP OF RAMP SR BOTTOM OF RAMP T.B.M. CUT 80 GENERAL GRADING NOTES TYPE ••C ELEV 2C 1. ALL STORM PIPE MATERIAL SHALL COMPLY WITH LOCAL REGULATIONS. 2. CONTRACTOR SHALL INSURE THAT ALL STORM PIPE CONNECTIONS ARE WATER TIGHT. I 3. ALL STORM SEWER STRUCTURES PLACED IN A PAVED AREA SHALL BE FLUSH WITH FINISH GRADE AND SHALL HAVE A TRAFFIC BEARING FRAME AND LID. ALL STORM SEWER STRUCTURES PLACED IN UNPAVED AREAS SHALL BE 61NCHES ABOVE FINISH GRADE, UNLESS OTHERWISE NOTED. 4. CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR PAVED AND UNPAVED AREAS. S. ALL STORM STRUCTURES SHALL HAVE A UNIFORM SMOOTH POURED MORTAR SLOPE FROM INVERT W TO INVERT OUT. 6. ALL STORM SEWER TRENCHING AND BEDDING SHALL BE PER PP VI THE STORM SEWER TRENCH AND BEDDING DETAIL. B. PIPE LENGTHS SHOWN ARE APPROXIMATE, CONTRACTOR SHALL VERIFY, BASED UPON FIELD CONDITIONS, EXACT noN LENGTHS OF PIPES NECESSARY FOR CONNECTIONS. IF LENGTH SHOWN VARIES SIGNIFICANTLY COMPARED TO FIELD CONDITIONS, CONTRACTOR SHALL NOTIFY ENGINEER OF RECORD PRIOR TO ORDERING MATERIALAND INSTALLATION. I( ❑ DETAILS STM 2D. TYPE "A"INLET HARRISON FRENCH ac ASSOCIATES, LTD 1705 S. Wilton Blvd., Suite 3 Bentonville, Arkansas72712 t 479.273.7780 IF479173.9436 www.hfa-ae.com a K4 >a o W Z Fo w = oza , 2 � 8 F 3GI kti *R13 1gillF10- o�� S0190 "'ac2r Em F �',9 F,Fbt'i15Bz$ • ® CV O O O 1 d' a, La o Lm W O ti CO ila ISSUE BLOCK 95% 3/13/2014 100% 4/11/2014 DIP 4/30/2014 1 CCR1 6/26/2014 3 CCR3 8/1/2014 STORE NO.: 1055 �{y DOCUMENT DATE: 8/1/2014 CHECKED BY: CSJ DRAWN BY: CLM - 1 U41Iq FOR PERMIT TEXAS COA #F-8576 SITE PLAN LANDSCAPING UTILITIES, & DRAINAGE SHEET: C1A GAS CANOPY COLUMN 9 N w c tU O N J 00 I? to to H a J 04 LO 0 0 0 4 0 i D. N n' co a tV to �r N p >, N N co CONT. SILICON CAULK FLASHING PAINTED PEWTER LIGHT GREY TO MATCH COLUMN INTEGRAL COLORED 8" SPLIT FACED CMU "ITE) #4 DOWELS AT EACH CORNER GROUT FILL ALL CELLS,TYP DRILL 8" DEEP HOLES AND ANCHOR DOWELS WITH EPDXY GROUT SLAB ELEV. & inn,_m a. z 0 U U U L t- a O H GAS CANOPY COLUMN FLASHING PAINTED PEWTER LIGHT GREY TO MATCH COLUMN INTEGRAL COLORED 8" SPLIT FACED CMU (WHITE) SLAB ELEV. Y-4" 100'-0" 9 GAS CANOPY SECTION l 8 GAS CANOPY COLUMN FIBER CEMENT PANEL CLIP, TYP SEALANT FIBER CEMENT PANELSPACER WEATHER BARRIER OVER 5/8" EXTERIOR PLYWOOD SHEATHING METAL STUD FRAMING. REFSTRUCTURAL BATT INSULATION GAP DETAIL 1 1/2" =1'-0" CT CABINET AND METER REF 2-E500 LIGHT FIXTURE. REF - ELECTRICAL ROOFACCESS LADDER REAR ROOF _ 115' -1 1/2" ROOF LINE BEYOND - B.O. REAR_CANOPY E 109' - 0" CANOPY FACE TO — MATCH P3 SECURITY CAMERA - (TYP) 4 WEST 0 1 FC2 P2 FLASHING FC1 �- EXTEND PARAPET AND COPING UP AS INDICATED TO ABOVE SIGN ACM1 T.O_PARAPET 116' - 8" /- SIGNAGE BY OWNER B.O. FRONT CANOPY l=` 1 FC1 FLASHING SLAB 00'-0" ELEV. 1 ATION SHEET NOTES 1. REFER TO SHEET Al01 FOR MATERIAL LEGEND 2. GC TO PAINT FIBER CEMENT PANELS. 8 SUPPORT EL ATROLADDER- 6.9 6 5 4.1 3 2 1 SUPPORT AT ROOF V .7 13 EDGE WITH PITCH A600 PANS AT SUPPORT 3 PENETRATIONS. PAINT j BLUE TO MATCH ACM1 V- 6„ j j j A310 j j j LIGHT FIXTURE. REF ELECTRICAL n j......... ._ ^ T.O. PARAPET REAR ROOF n.P...... I - . - 7 B.O. REAR 18�112 I I j i_ o a. o a. a A _ 101 S2 i SECURITY CAMERA B ML T� T T T —SLAB ELEV. 100'-0" �P /(-JP-2 P2 CT CABINET CO2 FILL BOX CANOPY FACE TO W 6 P 2- METER520 GA GALV DOWNSPOUT WITH MATCH P3 RE SURFACE MOUNTED A200 COLLECTOR. PAINT TO MATCH FIRE DEPT KEY BOX ADJACENT FINISHES. EXTEND INTO DRAIN PIPE. REF CIVIL DWG. 3 NORTH LEVATION 3 P1 3 O P1 FC2 3 P2 A B C ROOF LINE BEYOND P2 P2 _ LIGHT FIXTURE. ROOF ACCESS LADDER REF ELECTRICAL P3 — _ - FASCIA T.O. PARAPET 1 _ ��— 116' - 8„ FC1 1--- -- — - - --- 1 -- i --- - - - -T====REAR ROOF ' 115'-1 1/Z'B.O. FRONT CANOPY �_ i I ..,,,., CANOPY FACE SLAB ELEV. 711' - 8" - _ . i TO MATCH P3 100 - 0, 3' - 61/4" 3 I - B.O. REAR 6 oN yF FC2 C1ANOY 09'P SECURITY CAMERA WAINSCOT GA ELEVATION (TYP) a. N _ _ FLASHING SLAB ELEV. 100'-0" T-11" T-01/2" 3'-0liz, 2 11EAS ELEVATION 5 2 A601 LIGHT FIXTURE. REF ELECTRICAL ACM1 in 1 2 3 4 5 6 7 8 LIGHT FIXTURE. 2 1 REF ELECTRICAL LIGHT FIXTURE. A310 A310 5 REF ELECTRICAL LIGHT FIXTURE. j j j AZ00 4 j 6 FC2 4 REF ELECTRICAL A601 __ VA310,7 P3 P3 !._ �...._, r-... 4 -- L.,-- ���I�I�� i'� j hl:(�mr�_1 ( i FASCIA FASCIA SECURITY CAMERA 116 8 (TYP) __ -.. SECURITY CAMERA i T.O. PARAPET _„ (TYP) I . 72' - 5 3/4" ACM1 4 FC2 I0 AcA FACE OF FINISH -. @ .-. CANOPY FC2 -- l J ---- FC3 FRONT ,_8„ 0 e FC3 FLASHING -. I T T T T T T T SLAB ELEV. �— -- A600 I 100' - 0" CONTROL JOINT ALUMINUM CONTROL JOINT n ✓�� REF 14-A600 STOREFRONT SYSTEM REF 14-A600 CANOPY DETAIL 1/2" =1'-0': LEVATION & ASSOCIATES, LTD 1705 S Walton Blvd, Suite 3 Bentonville, Arkansas 72712 t 479.273.7780 f 479.273.9486 www.bfa-ae.com W W j y''- H po wWooy y �. fl�tuzy Wgp ZW�d.W6 $1-p� 0 y '�pk'yL"jCppp�U z Ma oho 3 6o'wZa Ooio ' OFO myyIIQ�dwpHR Z u.FKKK pCZZKM LL F to HEZ�0fmasg&§m"1" 3m<�Mx o6m Q 0 z W O r, (LLD O o om H r �. 0 H o W Lo QW m Z O Nd �- 00 ISSUE BLOCK 2 07/09/14 JCCR2 3 07/21/14 CCD 1 4 07/29/14 ICCR3 CHECKED BY: CEB DRAWN BY: MJC DOCUMENT DATE: 04/24/14 PROTO: 6844-L PROTO CYCLE: 2014.2 PLAN ISSUE: PERMIT SET EXTERIOR ELEVATIONS SHEET: A200