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' d ._� -..__. - I O' BUILDING SET$ACK• a °--• °h' '-'q °.: -d . 4 �._?4�_ 4 • Q:a..-_ a_° ° . -. . ' 4' . • ' •'� ao, 4 12.67' `.; c E ; r. fPt, C't -r ' { ° a El' S �i3 f,APPCD IR I I , _= I` -1 _ T Y � ©1110ItCROSE LAND SERMCES -' 4"11NJR;,�t' LA.idD at.RVICFS ""'�'�' , „ , / 1 132.68' II I I I I I I I I 1! II } 1 I 1 I I. I I i 1 11 1 I SCALE 20 0 20 40 i inch = 20 ft. ------� - -- PROPERTY LINE CURBING FIRE LANE BUILDING CONTROL POINT Q CURB INLET Q ELECTRIC METER OPARKING COUNT © WATER METER © DOUBLE CHECK VALVE ASSEMBLY Q GAS METER on JUNCTION BOX 0 GRATEDINLET . S 86°52 28 W 344.14 / 7N / / / z . / . � GENERAL SITE NOTES 1. UNLESS OTHERWISE SHOWN, ALL CURB RADII SHALL BE 2' OR ,o'. 2. ALL DIMENSIONS ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED. 3. ALL CURBING SHALL BE TYPE B PER DETAIL TYPE B CURB, UNLESS OTHERWISE NOTED. 4. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL LOCAL REGULATIONS AND O S.H.A. STANDARDS. 5. CONTRACTOR SHALL REFER TO ARCHITECT PLANS FOR EXACT BUILDING DIMENSIONS AND UTIUiY' ENTRANCE LOCATIONS. 6. CONTRACTOR SHALL REFER TO SPECIFICATIONS AND GEOTECHNICAL REPORT DETAILS FOR PAVING DESIGN AND PROPER MATERIALS. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE SITE UNTIL WORK IS ACCEPTED BY THE OWNER. 8. ALL SIGNS SHALL BE PER TMUTCD. 9. CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND MAINTAINING ADEQUATE TRAFFIC CONTROL THROUGHOUT THE PROJECT, INCLUDING PROPER TRAFFIC CONTROL DEVICES AND/OR PERSONNEL AS REQUIRED, THIS INCLUDES BOTH VEHICULAR AND PEDESTRIAN TRAFFIC CONTROL. TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH M.U.T.C.D. MATERIALS SHALL BE I CMUs PAINTED TO MATCH BUILDING i 1N. TAPER CURB FROM 6" TO 0 IN Z. 2N. BLUE RHINO PROPANE 3N. UNDERGROUND STORAGE TANKS (PER FUELING PLANS) 4N. FUELING CANOPY (PER FUELING PLANS) 5N. PYLON SIGN (PER SIGN PLANS) 6N. DUMPSTER PAD 7N. LIGHTING (PER LIGHTING PLAN) 8N. SAWCUT LINE - MATCH EXISTING ELEVATIONS 9N. CONCRETE PAVING BY OTHERS 10N. AIR / WATER EQUIPMENT LOCATION 11N. EXISTING FIRE HYDRANT 12N. 4' CURB CUT 13N. MATCH EXISTING CURB 14N. ADJUST VAULT LID TO MATCH PROPOSED GRADES ❑ DETAILS m e a w 1t4v uwt ' -' • i G+ilaparl : I ... 31r1 m i r{; : . f it d t , w t99o,Idc+�+ pf } „ : r < �, RAnepanauan s f Qd A+tpgI , 1 gs7t N4fl m • .. ;� E 1 „ '';:: Y s . �'` .;f t r( c, It i 'at • I+MK NMI . fcPSt i? l Y t EP41 t !�: c 1 . '\ { 1• ?.�t0f - S.. t. �ttcoAU -1 7 y : ` :S stdnYakz tstr<tk .(1aA t Q t RitfG'� / 4 0. } 1. y . . r: r a , ` s '. ;/ ' I e { , I s e dti sa wt n r i . i j SSU=tt Rny a. i)ecl f mk r ''Y (. , Ql"t:arttlj , E. P� itico, atv(1 tJ L Sl t! S.5t fi :.5 r 3 1 j Itlii {I :r( j t, Y: C i 7 is _ S- i 7 c r =A . 5 t l i m . pvr, ii; a. w f a t t J 4' a r Newllk rM� , t +:l I` t• . 1. Iiiw,, ytephr •� < to an lry � ., t . u n t a . M, a z' a,' •� At7iH Ym1k -�� ,: , a=.tyjbi,S i ' ttT '�x ;. . , j� R - �' _ "� t:k �' ' S + ZS. tNGcwnlsc`tly . Y. - m ::i - 1 Ar 4 ira" r•F 0 R c Qi+++Y ` t, ... }' ••. a, u 111 • t+ t t1 t A xoc, at A e(C1t u+ A 81 .' tri' I. s r .+ r : 1. . N j r• 1 tt +••' 1s ' . Ijtrllegt: , S :UtTtntnry F ; ' .. �, i rj c=: - ci . 4 tdprti, CIM"(,- 'q' C: f @IttlMtbq,li,3 VICINITY MAP I� 0 SCALE FLOOD STATEMENT THIS TRACT IS LOCATED IN FLOOD ZONE "X" AND NOT WITHIN THE 100-YEAR FLOOD PLAIN ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INSURANCE RATE MAPS 48201 C09401 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 STRI S IN C O NCE WITH THE ORDINANCES OF THE CITY OF LA PORTE. BY CITY PLANNER (RECTO OF P NING, CI ENGt R, SITE PLAN ACCURACY CERTIFICATE 1, PAUL J. MOSS, 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 BEAR( GS, DISTANCES, ANGLES, CURVE RADIUSES AND CENTRAL ANGLES ARE ACCURATELY SHOWN ON THE PLAT. /1 _ "l--� TEXAS REGISTRATION NO.116731 PAUL J. MOS , P.E. LEGAL DESCRIPTION . A TRACT OR PARCEL CONTAINING 1.8723 ACRES OR 81,558 UUUARt 1-tt 1 UI- L.ANU, 51 I UA I tU IN I hit WILLIAM M. JONES SURVEY, ABSTRACT NUMBER 482, HARRlS COUNTY, TEXAS, BEING OUT OF A CALLED 3.075 ACRE TRACT OF FGI INVESTMENTS NO.3, LLC AS RECORDED UNDER HARRIS COUNTY CLERK FILE (H.C.C.F.) NO.20080554590, WITH SAID 1.8723 ACRE TRACT BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS, WITH ALL BEARINGS BASED ON THE TEXASSTATE PLANE COORDINATE SYSTEM, SOUTH CENTRAL ZONE, NAD 83. BEGINNING AT A 5/8 INCH IRON ROD FOUND MARKING THE SOUTH CORNER OF A CUTBACK AT THE INTERSECTION OF THE EAST RIGHT OF -WAY (R.O.W.) OF UNDERWOOD ROAD (100 FOOT WIDE) AND THE SOUTH R.Q.W. OF PASADENA BOULEVARD (A.K.A. NORTH "L" STREET)(100 FOOT WIDE) AND BEING A NORTHWESTERLY CORNER OF SAID 3.075 ACRE TRACT AND THE HEREIN DESCRIBED TRACT; D ANCE OF T 38 CO DS EAST A 1ST E 51 MINU ES SE N TBACK NORTH 41 DEGRE S T NCE ALONG SAID CU , HE , 28.29 FEET TO A GAPPED 5/8 INCH IRON ROD STAMPED "WINDROSE LAND SERVICES" SET MARKING A NORTH CORNER OF SAID CUTBACK AND A NORTHWEST CORNER OF THE HEREIN DESCRIBED TRACT; H .W. OF SAID TAD E SOUT R O THENCE, ALONG THE NORTH LINE OF SAID 3.075 ACRE TRAG N TH ' PASADENA BOULEVARD., NORTH 86 DEGREES 24 MINUTES 53 SECONDS EAST, A DISTANCE OF 324.00 FEET TO A 1/2 INCH IRON ROD FOUND MARKING THE NORTHEAST CORNER OF A CALLED 1.40517 ACRE TRACT TO FGI INVESTMENTS NO 2 LLC, RECORDED IN H.C.C.F. NO.20080477302 AND THE NORTHEAST CORNER OF SAID 3.075 ACRE TRACT AND THE HEREIN DESCRIBED TRACT; THENCE, ALONG THE EAST LINE OF SAID 3.075 ACRE TRACT AND SAID 1.40517 ACRE TRACT, SOUTH 03 DEGREES 09 MINUTES 44 SECONDS .EAST, A DISTANCE OF 239.00 FEET TO A CAPPED 5/8 INCH IRON ROD STAMPED "WINDROSE LAND SERVICES" SET ON A WEST LINE OF SAID 1.40517 ACRE TRACT AND MARKING THE SOUTHEAST CORNER OF THE HEREIN DESCRIBED TRACT; THENCE, THROUGH AND ACROSS SAID 3.075 ACRE TRACT, SOUTH 86 DEGREES 52 MINUTES 28 SECONDS WEST, A DISTANCE OF 344.14 FEET TO A CAPPED 5/8 INCH IRON ROD STAMPED "WINDROSE LAND SERVICES" SET ON THE EAST R.O.W. LINE OF SAID UNDERWOOD ROAD AND ON THE WEST LINE OF SAID 3.075 ACRE TRACT AND MARKING THE SOUTHWEST CORNER OF THE HEREIN DESCRIBED TRACT; THENCE, ALONG SAID R.O.W., NORTH 03 DEGREES 07 MINUTES 32 SECONDS WEST, A DISTANCE OF 216.39 FEET TO THE PLACE OF BEGINNING AND CONTAINING 1.8723 ACRES OR 81,558 SQUARE FEET OF LAND, AS SHOWN ON JOB NO.50842, PREPARED BY WINDROSE LAND SERVICES, INC. 1 D. PARKING LOT STRIPING 2D. PRECAST CONCRETE WHEEL STOP 3D. U PIPE BOLLARD ❑❑ 5D. CONCRETE SIDEWALK 6D. TYPE W INTEGRAL CURB AND GUTTER 7D. FIRE LANE MARKING 8D. MEDIUM DUTY CONCRETE `• '- ::�7 ':. "�. 9D. HEAVY DUTY CONCRETE 10D. ADA SIGN AND BASE DETAIL 11 D. PIPE BOLLARD 12D. REMOVABLE PIPE BOLLARD 13D. ADA RAMP IN SIDEWALK 14D. CONCRETE DRAINAGE CHANNEL 15D. ADA CORNER RAMP IN SIDEWALK NAME OF THE DEVELOPMENT STRIPES STORE #1048 ' TYPE OF DEVELOPMENT CONVENIENCE STORE WITH FUELING ZONING C-2 GENERAL COMMERCIAL ADDRESS 1700 UNDERWOOD ROAD HARRIS COUNTY APPRAISAL DISTRICT NUMBER 023-141.000-0494 OWNER STRIPES LLC 4525 AYERS STREET, CORPUS CHRISTI, TX 78415 (800) 713-9067 DEVELOPER STRIPES LLC 4526 AYERS STREET, CORPUS CHRISTI, TX 78415 (800) 713-9067 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 20' RATIO (6,844 SF -15%) 4 SPACES/1000 SF SPACES - REQUIRED 23 PARKING SPACES - PROVIDED 40 PARKING SPACES HANDICAP SPACES - REQUIRED 1 VAN & 1 HANDICAP PARKING SPACES - PROVIDED 2 VAN HANDICAP PARKING SPACES HARRISON FRENCH & AS50CTATSS, LTD 1705 S. Walton Blvd., Suite 3 Bentonville, Arkansas 72712 t 479,273.7780 f 479.273.9436 www.bfa-ae.com W Q• a } w W z OW4O W t/O� O O Z �, m � w - 1azowuQi wz r W '- to U r Q ZZ Q Q O n h- Q U t`- zz o - a u a .. rA W - _t W `i• O H ..r� w�F Q zz CL Q O: U T m S Q Q x vt a w a r r Q � -1 U. � w v � ►- o Z k' ►- 1n Q _ Q y^! �J� LLI Q r U O O o x 7 N Q w O � - N W W K W - N tY t- Z i•- 4 F•- N tY 1^- W -• W a o U Z O 7 Q W ' U �- a. z 0 ou sx -� z - Q ,r, O. W = tYj � Z t a _ a � to � a U W tL ILL -ga^1^zFza ��c�rR to �Q 12 ~���WoaZ > �� p:iao�Qo �o coo zdO IXOO..awoam 11 c) 0 0 I � I 0 O � � W m ■r � 0zH W 0 Z 0 o a' 0 o (a a,�� a ISSUE BLOCK 95% 3/21 /14 100% 4/9/14 Q CCR2 7/08/14 3 CCR3 7/29/14 STORE NO.: 1048 DOCUMENT DATE: 7/30/2014 CHECKED BY: PJM DRAWN BY: JWG ���®%, o" f, OFT ��6 .-,,.. ���•.�� i 16731 ,.wcr� 0 %X\ iO ••stem. Iz/kr/j y 1f' __ 0� M TEXAS COA t� #1 -8J76 SITE P LAN 00 PAVING & LIGHTING . 6� SHEET: �� C1.0 1 ! r~SHUT OFF VALVE & A VACUUM ! IQ BREAKER VALVE I 1 P _ _ __ CONC. SIDEWALK p P I p p - - -- P- - --- P P p -v-F x- v - �r - - v-- t---v- �1' �. _ . _. . _ a _.�. ..__ ppp- OC F �c� •�'� TSB Wr1i'G y�/M 12" W.L. P WV Tsa - ��_ _ 36" STM. SWR. - - WV® 12" W.L. (P) �� _ -%- 18" STM. SvvR, 18" STM. SWR. FL=24.47' \`-GRATE INLET FL=24.47' STM. SWR. MH{E) STM. SWR. INLET T. B. M . "A„ RIM ELEV.=26.87' �N � �� �,,,,, - 36" FL-N=18.97' = TC ELEV.=26.65_•,,, • ...,.�... U �� T 18" FL-•E_.24.78' 36" Ft--W=18.81' -`-'--°"'"`z4"'�' z1.9o' I ELEV. � =26.80 w=24.78' 24" FL-W=21.88'1 I NORTH L STREET (100' R.O.w.)'�' Ft_- i C O N C R E T E `f z SAN. SWR. MH(E) R. MH A S P ti A t 'r RIM ELEV.=26.55 E {) I 15"(P) FL•-N=17.05'• RIM ELEV.=26.71' FL-E=16.96' F 24" FL-N=21.97' I-�--- •--.°...-...., "_.`., �.,..a.._ ,.�..�� _.r..... 15"(P) FL-s=17.05' '.-""'"" W"®`"'°" ..... _.r,....... . ��...�. - -•---. SAN. SWIR. (P) STM. SWR. MH(E) _ _ _-___ _. _ _�__ ._ _ --- - _ _ RJtvJ ELEV,=26.52, 1 N JUN Vir1l 1N JUN W12 -'-v---Y=v IQ j Z i -5 coal !AG DY2 2tV 36" FL-- W =1$.35 7-B L B 8-5 gal 36" FL-S=18.49' LAG DY2 LAG DY2 _ SPEED LIMIT SIGN 3-8 B _ -„-••, 26 - 8 26' 1W' STM. SWR 16-3 gai SIGN JUN -4, ti A i al -5 ''�� •f 27 �2? ( 1 1 ! 27 .,.'{. PEN B •;'` I I 1 10 T -1R�A� 02 .173 1 " IN S) 23114 1 F. i" OU (E) 23.4 It I1 U .� 11 1 3LF1 1HD 0 0.50% II IO 2N Ln I 1 PEN BU14 Q 1 1 32-3 g�i I af QD 1 1 12� I I 0 1N v- I W" LAG Y2 4-5 :F B STM-WR. MH)1 i _ RIM EL V.=25. 4' 1 1 36" F N=1 ' 24" FL E- 1-6 30" FL =1 TO 24" FL , W=20.9 L 1 1: LAC it 21. ST .SWR. 000 H(E) RIM ELEV. =' 5.96' 24" FL-E= 1.36' 18" FL- W= 1.71 " 2" WAT c i J z0 p� X �F- U O �1 cn v 0 L O u7 O 0 I 00 Q to 5 / '31 i: } ! (AT&T) RIiA PRI 17-5 gal ' ! @ ® 2D GRATED I TOP 26.E j FL 15" Its ! ® ® ® FL15"0 ILITY EASEMENT NO. J577783) 3 Q LAG Y2 4-B B 45A I @ P. 3 4" WATERLINE @ a o A PRI -5 gal r� N-' A I® LED 0 0 0 1 bO O 00 00 0 'IWR W15-Fmo� -S,yMK V LVE =21 14' oo O O O oo O „ ILE CA2 I 1-5ani J-- 0�2-- 0.1 1`ID TO 28.00 ®0.1 FL111"IN(W)21.12 I FL 118" OUT(E) 21.12 I II Mello 1 1 1 _ I I N I I 1 I I 1 i 1 II I I . ( it W OP '26.89 - - , 2D , FL 15" OUT(E) 22.89 l�28 29 4 344,14' ' -- --v ILE 5�TO " 91 5 1,21 V 012 5% � 7D 15 I (W) 22.21 15" 0 T (E) 22.21 0 V DPE 0 NROUNE STORM SEWER PIPE o] 28 JJ BOX#111 4D TOP 28.50 FL 18" IN (N) 21.46 . FL 18" OUT(W) 21.46 v GENERAL GRADING NOTES 1. ALL STORM PIPE MATERIAL SHALL COMPLY WITH LOCAL REGULATIONS. 2. CONTRACTOR SHALL INSURE THAT ALL STORM PIPE CONNECTIONS ARE WATER TIGHT. 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 6 INCHES ABOVE FINISH GRADE, UNLESS OTHERWISE NOTED. 4. CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR PAVED AND UNPAVED AREAS. 5. ALL STORM STRUCTURES SHALL HAVE A UNIFORM SMOOTH POURED MORTAR SLOPE FROM INVERT IN TO INVERT OUT. 6. ALL STORM SEWER TRENCHING AND BEDDING SHALL BE PER THE STORM SEWER TRENCH AND BEDDING DETAIL. SCALE & PIPE LENGTHS SHOWN ARE APPROXIMATE, CONTRACTOR 20 0 20 40 SHALL VERIFY, BASED UPON FIELD CONDITIONS, EXACT LENGTHS OF PIPES NECESSARY FOR CONNECTIONS. IF LENGTH SHOWN VARIES SIGNIFICANTLY COMPARED TO FIELD 1 inch = 20 ft. CONDITIONS, CONTRACTOR SHALL NOTIFY ENGINEER OF RECORD PRIOR TO ORDERING MATERIAL AND INSTALLATION. PROPOSED -°�-- Q NOTES �- ■- - PROPERTY LINE •--� - - - - - -- -- -- -- BREAKLINE - - - - .- - - - STORM SEWER 1N. SAWCUT LINE/ MATCH EXISTING ELEVATIONS 2N. MATCH EXISTING CURB ELEVATIONS 3N. 4' CURB CUT XXX.XX SPOT ELEVATION FIFE FINISHED FLOOR ELEVATION DETAILS FG FINISHED GRADE G GUTTER TC TOP OF CURB 11D. CURB INLET FL FLOWLINE 2D. GRATE INLET 3D CONCRETE SWALE TA TOP OF RAMP 4Q. JUNCTION BOX BR BOTTOM OF RAMP 5D. CONNECT TO ROOFDRAINS 6D. STORM SEWER OUTFALL RESTRICTOR ES EDGE OF SIDEWALK 7D. CLEANOUT PLANT 5Chf-DULE TREES CODE QTY COMMON NAME / BOTANICAL NAME CONT CAL 51ZE KOE COR 4 Golden Ram Tree / Koelreuter a paniculata 'Coral Sun' B 4 B 2.5'Cal LAG DY2 21 Dynamite Crape Myrtle / L ager5troemia ,ndica 'Dynamite' B 4 B 6' min. Three trunks minimum 5HRUB5 CODE QTY COMMON NAME / BOTANICAL NAME CONT ILE CA2 48 Carissa dolly / Ilex cornuta 'Carissa' 5 gal ILE STO 34 Dwarf Yaupon / Ilex vomitoris 'Stokes Dwarf' 5 gal OJUN W12 36 Blue Rug Juniper / Juniperu5 horizontalm 'Wilton' 5 gal PEN BUN 64 Little Bunny Fountain Grass/ Pennisetum alopecuroides 'Little Bunny' 3 gal RHA PRI 70 Indian Pnnce5s Indian Hawthorne / Rhaphiolepis indica 'Indian Princess' TM 5 gai GROUND COVERS CODE QTY COMMON NAME / BOTANICAL NAME CONT / CYN DAC 17,794 sf Bermuda Grass / Cynodon dactylon seed CYN DA2 1,864 5f Bermuda Grass / Cynodon dactylon sod GENERAL LAND5CAPE NOTES: ALL PLANT MATERIALS SHALL ARRIVE AT THE SITE WITH SOIL MOIST. CONTRACTORS SHALL HAVE UNDERGROUND UTILITIES LOCATED, LEGIBLY MARKED. AND SHALL REPAIR ANY AND ALL DAMAGE WHICH MAY OCCUR AS A RESULT OF LANDSCAPE INSTALLATION. UTILITIES SHOWN ON TH15 PLAN ARE APPROXIMATED, AND SHOULD BE VERIFIED ON THE CIVIL UTILITY PLAN AND IN THE FIELD. UNDER NO CIRCUMSTANCES WILL LAN05CAPE WORK BE APPROVED FOR PAYMENT IF PLANT SIZE AND GENERAL HEALTH ARE NOT AS REQUIRED ON PLAN. ALL TREES 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 INSTALLATION. THE LANDSCAPE ARCHITECT MUST APPROVE ANY ALTERATIONS OR REVISIONS TO THE LANDSCAPE PLAN. THE CONTRACTOR SHALL PROTECT EXISTING FEATURES ON SITE. ALL DISTURBED AREAS 5HALL EITHER BE SODDED WITH BERMUDA 50D OR HYDRO -SEEDED WITH GRA55 SEED MIX OF 70% TURF TYPE FE5CUE/20% PERENNIAL RYE/ 10% BERMUDA GRA55 AT A RATE OF 511ps. PER 1000 50. FT AS DESIGNATED ON THIS PLAN. SOIL AMENDMENTS: APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS. OR APPLY I LB PER 1,000 50. FT. GROUND AGRICULTURAL QUALITY LIMESTONE AND 1 LB PER 1,000 5Q. FT. 31-3-1 O TYPE TY TOP DRESSING FERTIUZER THOROUGHLY WATERED INTO THE SOIL. MAINTENANCE: SEEDED AREAS ARE TO BE WATERED ENOUGH TO MAINTAIN ADEQUATE SURFACE 501L MOISTURE FOR PROPER SEED GERMINATION. WATERING SHALL CONTINUE FOR NOT LE55 THAN 30 DAYS FOLLOWING SEEDING OR UNTIL A HEALTHY STAND OF GRASS. WITH 90% OR MORE COVERAGE, IS ACHIEVED. IMMEDIATELY RESEED, FERTILIZE, AND MULCH DAMAGED AREAS OR ANY AREA THAT FAIL.5 TO ACHIEVE THE COVERAGE SPECIFIED ABOVE UNTIL A HEALTHY STAND OF GRASS, WITH 90% OR MORE COVERAGE, 15 ACHIEVED. THE LANDSCAPE CONTRACTOR SHALL VERIFY ALL QUANTITIES SHOWN ON THESE PLANS. BEFORE PRICING THE WORK. THE LANDSCAPE CONTRACTOR SHALL FULLY MAINTAIN ALL PLANTING (INCLUDING BUT NOT LIMITED TO WATERING, SPRAYING, MULCHING, FERTILIZING, ETC.) OF PLANTING AREAS AND LAWNS FOR 90 DAYS AFTER 5UB5TANTIAL COMPLETION. THE LANDSCAPE CONTRACTOR SHALL COMPLETELY GUARANTEE ALL PLANT MATERIAL FOR ONE (1) YEAR BEGINNING AT THE DATE OF SUBSTANTIAL COMPLETION. THE LANDSCAPE CONTRACTOR SHALL PROMPTLY MAKE ALL REPLACEMENTS BEFORE THE END OF THE GUARANTEE PERIOD (AS PER DIRECTION OF THE OWNER). ANY PLANT MATERIAL WHICH DIES, TURNS BROWN OR DEFOLIATES (PRIOR TO TOTAL ACCEPTANCE OF WORK) SHALL BE PROMPTLY REMOVED FROM THE SITE AND REPLACED WITH MATERIAL OF THE SAME SPECIES. QUANTITY, 512E AND MEETING ALL PLANT LIST SPECIFICATIONS. STANDARDS SET FORTH IN "AMERICAN STANDARD FOR NURSERY STOCK" (ANSI Z60.1) REPRESENT GUIDELINE SPECIFICATIONS ONLY AND SHALL CONSTITUTE MINIMUMS QUALITY REQUIREMENTS FOR ALL NEW PLANT MATERIAL. ALL NEW PLANT MATERIAL SHALL BE PLANTED AND MAINTAINED IN ACCORDANCE WITH THE LATEST EDITION OF THE AMERICAN NATIONAL STANDARDS INSTITUTE REQUIREMENTS FOR TREE, SHRUB. AND OTHER WOODY PLANT MAINTENANCE (ANSI A300 PARTS 1 THROUGH 6). ALL TOP501L APPLIED TO THE SITE SHALL BE LOAMY, FRIABLE SOIL, CONTAINING A MINIMUM OF 1.5 PERCENT BY DRY WEIGHT ORGANIC MATTER; FREE FROM SUBSOIL. REFUSE, ROOTS, HEAVY OR STIFF CLAY. STONES LARGER THAN 25 MM (I IN.). NOXIOUS SEEDS, STICKS. BRUSH, LITTER, AND OTHER DELETERLOU5 SUBSTANCES; SUITABLE FOR THE GERMINATION OF SEEDS AND THE SUPPORT OF VEGETATIVE GROWTH. THE PH VALUE, SHALL BE BETWEEN 5.5 AND 6.5. LANDSCAPE EDGING TO BE'BEND A BOARD' EDGE 2"x4" SECTIONS AND SHALL BE BROWN IN COLOR (SEE DETAIL THIS 5HEET). ALL PLANTING AREAS SHALL BE TOP DRESSED WITH 3' OF 1 "-2' BROWN, COLORADO BULL ROCK ON DEWITT PRO 5 LANDSCAPE FABRIC. TOP ROCK SHALL BE EVEN WITH TOP OF CURBS OR EDGING. SEE CIVIL PLANS FOR ELEVATIONS. SECURE FABRIC WITH PINS OR STAPLES (2 x5"). PINS SHALL BE PLACED AT 5' O.C. AND JOINTS SHALL. OVERLAP BY 12' ALL NEW/PROPO5ED LANDSCAPING SHALL BE PROVIDED WITH AN APPROVED IRRIGATION SYSTEM. A SEPARATE PERMIT 15 REQUIRED AT THE TIME OF BUILDING PERMIT FOR PROP05ED IRRIGATION SYSTEM. CITY PLANTING REQUIREMENTS: REQ. PROv. FRONTAGE TREES I ORNAMENTAL TREE PER 30 OP FRONTAGE 19 TREE5 19 TREE5 LF LOT FRONTAGE = 560 LP / 30 = 19 TREES PARKING LOT TREE5 I PLANTER PER 10 5PACE5 4 PLANTERS 4 PLANTERS 40 PARKING 5PACE5 - 4 PLANTERS 1 TREE PER PLANTER 4 PLANTERS = 4 TREE5 4 TME5 4 TREES MINIMUM CALIPER FOR PLANTER TREES o 2.5' 2.5" CAL. TREE5 2.5' CAL. TUE5 PARKING K'jT `='"REENING A CONTINUOU5 EVERGREEN 5CREENING PARKING AREA YE5 & ASSOCIATES, L 1705 S. Walton Blvd., Suite 3 Bentonville, .Arkansas 72712 t 479.273.7780 f 479.273.9436 www.hf"e.com a z c a U. F 8 P,gNw�-aat-ao- 22si e4ioaD68y,-.x8Zg t3G' 22i`�ZMW11W yV'tna � 1/3 NZa zzFFz�y ytl BbOC3Q0�O U4aOa.WOam r-1 lia 0 0 � O 1 d' ko 0 O � � oD 114 O Z W 0 ooa 11-0 O ��++ CO " a.T � ISSUE BLOCK 95% 3/21/14 1007 4/9/14 a CCR2 7/08/14 3 C C R 3 1 7/29/14• STORE NO.: 1048 DOCUMENT DATE: 7/30/2014 CHECKED BY: PJM DRAWN BY: JWG OF dw y ... .......PAUL,J. MOSS .o' 116731 4'4/f i TEXAS COA #F-8576 SITE PLAN LANDSCAPING UTILITIES & DRAINAGE SHEET: ci .1 12i E t�f c C N N-1 d' O N 00 LO 0 0 0 4 o� a. U � O N O a d; to N N p N U co r r I r r r GAS CANOPY COLUMN A200 4 SHEET NOTES GAS CANOPY A B D 1. REFER O E CONT. SILICON CAULK — COLUMN FASCIA T SHEET Al01 FOR MATERIAL LEGEND 6 LIGHT FIXTURE. 2. GC TO PAINT FIBER CEMENT PANELS EXTEND PARAPET A310 REF ELECTRICAL FLASHING PAINTED FLASHING PAINTED AND COPING UP AS � � � PEWTER LIGHT GREY PEWTER LIGHT GREY INDICATED TO -- TO MATCH COLUMN TO MATCH COLUMN -. ABOVE SIGN ROOF ACCESS LADDER 0- INTEGRAL t i COLORED INTEGRAL COLORED ? h 8" SPLIT FACED CMU 8" SPLIT FACED CMU T.O. PARAPET _ — — (WHITE) 116' - 8" — — — jk (WHITE) — — --------- --= — ACM1 ? REAR R002 #4 DOWELS AT EACH O �._ 4 ....._ ROOF LINE BEYOND CORNER B.O. FRONT CANOPY ........... .. ... U et-..._._... o a c . . ,__ _ U FC2 ._.._..._ ..__...__.._....;______. '.-___... _ .____....__.._._.....__._._.._ _..._._......._.__ _ .._- B.O.S. REAR CANOPY GROUT FILL ALL in �—-_._.___ . �_ __;___�- _:.. 109' - 0" CELLS, TYP Q P2 • u,. ; i CANOPY FACE 4° SPACE DRILL 8" DEEP HOLES FLASHING TO MATCH P3 TYP AND ANCHOR DOWELS 0. - i WITH EPDXY GROUT O FC1 SECURITY CAMERA (TYP) i SLAB ELEV_ SLAB ELEV. SLAB ELEV. low - off � 3'-4" � 100'-0° 9_—) GAS CANOPY SECTION. FIBER CEMENT PANEL CLIP, TYP SEALANT FIBER CEMENT PANELSPACER WEATHER BARRIER OVER 5/8" EXTERIOR PLYWOOD SHEATHING METAL STUD FRAMING. REF STRUCTURAL BATT INSULATION GAP DETAIL 1 1/2" = I -W' GAy CANOPY COLUMN 1/2" =1'aD" A -A NOTE: VERIFY_ WITH UTILITY BEFORE PAINTING ELECTRICAL EQUIPMENT. AVOID PAINTING OVER DECALS, TEXT, HANDLES, AND OTHER IMPORTANT FEATURES CT CABINET AND METER .. _._ ,... REF 2-E500 FC2 P1 METER BASI FC2 P1 P2 tc_ - — Ik SLAB ELEV. 100'-0" WAINSCOT GAP ELEVATION 112" = V-0" 3'-11" . -n1/2" :3'_n1/9" CANOPY SIGNAGE DETAIL 1/2" =1'-0" SOUTH LEVATION 9113 8__ " LEVATION NORTH LEVA' 2 IN' =1'-&' � I LIGHTING FIXTURE. 1 2 ACM1 REF ELECTRICAL 1 5 5 A310 A310 P3 --- FASCIA- T.O. PARAPET �I B.O._F8 ONT CANOPY _..,_ . •. • 11 FC3 F7— CONTROL JOINT REF 13- A600 WESTsELEVATION ALUMINUM STOREFRONT SYSTEM 4.9 4 3 rlk,2.1 1 14 GALV. STEEL LADDER A600 SUPPORT AT ROOF 20 GA. GALV 1 _ 6EDGE WITH PITCH PANS GUTTER. PAINT -------- AT SUPPORT TO MATCH ACM1 FCI T ( I PENETRATIONS - PAINT ✓— BLUE TO MATCH ACM1 P3 I FASCIA 4 i i P� FC2 qE3 1B ��� 118 ��� \ P2 Fo ' FLASHING CO2 FILL BOX Ty P P1 m P2 TYP 20 GA. GALV DOWNSPOUT. 6 SURFACE MOUNTED PAINT TO MATCH ADJACENT A200 FIRE DEPT KEY BOX FINISHES. EXTEND INTO DRAIN PIPE. REF CIVIL DWGS. FD.R soN FkFwCH & ASSOCIATES, LTD 1705 S Walton Blvd, Suite 3 Bentonville, Atkansas 72712 t 479.273.7780 f 479.273.9486 www.hfa-ae.com WWOrpO W LLO a-iE-Zt p��Zai LL �tQgza��dOw O yw�°dz°ao°x�oLL� a� ovWsc�ow�ow� H 3vi ZZZZQQ.-�pz rnSzz�ZZ LU a �Hw�6rz-JF,owWWzn2-op2aQp!-&mw�-WQ w am50IL0u0j:Umg o v 0 O z w Q m Q � Of'- CLO 0~ o 4 �W w Z� m oa o z V_ m ISSUE BLOCK 2 07/09/14 CCR 2 3 07/21/14 CCD 1 4 07/29/14 CCR 3 CHECKED BY: DRAWN BY: MJ DOCUMENT DATE: 04/24/14 PROTO: 6844-R PROTO CYCLE: 2014.2 PLAN ISSUE: PERMIT SET EXTERIOR ELEVATIONS SHEET- A►200