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HomeMy WebLinkAboutUNDERWOOD RETAIL CENTER PHASE IV SITE PLAN?i UNDERWOOD RETAIL CENTER PHASE IV AB anchor bolt LVR louver ABV above MAS masonry A/C air conditioning MAT material (a) ACC across MAX maximum ACT acoustical the MIS machine bolt AD area drain MFR manufacture (or) ADJ adjacent MH manhole ASS aggregate MECH mechanic (aU AFF above finishod floor MET metal ALUM aluminum MIN minimum ALT alternate MISC miscellaneous AP access panel MO masonry opening APPROX approximate N north ARCH architect (Ural) NAT natural ASPH asphalt NIG not in contract BM bench mark, boam NT5 not to scale BLD6 building OA overall BILK block OG on center (s) BLK6 blocking OD outside dimension BO bottom of OH overhead BOT bottom OJ open web joist BPL bearing plate OP6 opening BR6 bearing OPH opposite hand BUR built-up roofing OPP opposite GAB cabinet PAR parallel GB catch basin PB panic bar GEM cement PG pipe column Cm ceramic PED pedestal CI cast iron PERF perforate (d) OIR circle PFB prefabricate (d) CL6 coiling P6 plate glass GLR clear (ante) P/L plastic laminate CMU concrete masonry unit FL plate, property line COL column PLA5 plaster GONG concrete PLYWD plywood GONST construction PHIL p GONT continuous or continue PiN paranel tition CONTR contract (or) PSF pounds per square foot OPT carpet (ad) P51 pounds per square inch OT ceramic the PT pressure treated OEM demolish, demolition PVMT pavement DEP depressed OT quarry tile DEL detail RAD radius OF douglas fir REF reference DIAS diagonal REFR refrigerator DIAM diameter RE6 register DIM dimension REINF reinforce (d), Ong) OL dead load REOV required ON down RES, resilient DPR dispenser RET retaining OR door RFL reflect (ad), (Iva), (or) IDS downspout RCP reinforced concrete E EA east each pipe, reflected ceiling EB expansion bolt PM plan room ELEO electric (al) RO rough opening ELEV elevation 5 south EMP employee 5C solid core E'NGL enclosure (ure) 5CH schedule EP electrical ponalboard 5D storm drain EQ al O section EQUIP oa pment 5F square feet EXH es Oust 5HT sheet EXIST existing SHTH sheathing d SIM similar EXT exterior 5PL special FD floor drain SPEC speclfication (s) FIE fire extinguisher SQ square FF finish floor 5/S stainless steel FIN Pinsh (ad) 55 service sink FOG Pace of concrete STA station FOM Pace of masonry STD standard FOS face of etude STL steel FR frame (d), (ing) STRUOT structural FS floor sink SUS suspended FEE food service equip. SYM symmetry (Icol) FT6 footing SY5 system FUR furred (Ing) TEL telephone 6A gage, guago T6 tempered glass 60 grade, grading T46 tongue and groove 6C gonoral contract (or) TKS tackstrip 61 galvanized Iron TO top of 6L glass, glazing T5 top of sheathing GYP. BD. gypsum board TSL top of slab HB hose bibb T5T top of steel HO hollow core TW top of wall HDR header TYP typical HM hollow metal UO undercut HORZ horizontal UP, urinal HT height VB vapor barrier, vinyl HVAO heating/ventilating/air base conditioning VERT vertical HWD hardwood VJ v ;Joint (ad) INOL includo (d), (ing) VT vinyl tile ID Inside diameter W west INSUL Insulation W/ with INT Interior WIG water closet J Joist WD wood JT Joint W6 wired glass KPL kit late NH wall hung LAD ladder WIN window LAM lominato (d) NM wire mess LAV lavatory WO without LB lag bolt WP Waterproofing LL live load YA12 water resistant LOG location WSCT wainscot LTL lintel 9711 SPENCER HIGHWAY LA PORTE, TX 77571 HARRIS CO. GENERAL GRAPHIC LEGEND SYNBOIL DESCFE TIM NEW PARTITION WALLS WITH %' THK. 6YP5UM HOARD EACH SIDE, ON Vlo OR 2A' MTL. STUDS 0 160 O.C. UNLESS OTHERWISE NOTED. NEW 2-HOUR FIRE RATED WALL WITH TWO (2) LAYERS OF FIRE -RATED GYPSUM BOARD ON EACH SIDE OF 3-16° MTL. STUDS a 160 O.G. ?— r NEW WALL W 50M INSULATION EX15TINS WALL TO BE DEMOLISHED ® EXISTING STOREFRONT ALL DIMENSIONS ARE FROM FACE OF FINISH TO FACE OF FINISH X'-XL LEVE LEVEL TA6 ODOOR TAGS OWINDOW TA65 �-� WALL TYPES O KEY NOTES O NOTE TA6 X/X-XJC EXTERIOR ELEVATION TA65 U L< D INTERIOR ELEVATION TAOS -1.0 ` SECTION TA65 ROOM NAME } ROOM TA65 GPT-1 FINISH TA65 Q EQUIPMENT AND ACGE550RY TA65 REF COLUMN BUBBLE 0 REVISION DELTA VICINITY MAP i INDEX OF DRAWINGS 8HTr NR DESORPTION 0 - 6enoral A -OD COVER SHEET C - Civil CIA SITE 6RADIN6 C2D CIVIL NOTES L- Landscape L-1.0 LANDSCAPE PLAN A - Architectural A-0.1 ACCESSABILITY STANDARDS A -ID SITE PLAN A-1.1 SITE PLAN DETAILS E - Electrical E-IA ELECTRICAL 517E PLAN E-2.0 ELECTRICAL SPECIFICATIONS SCALE, RTJR 13 1 VICINITY MAP PROJECT DATA PROXCT DESCRIPYiOPt PAD SITE FOR FUTURE BUILDING, CONSTRUCTION NOW WILL BE ASSOCIATED 51TE IMPROVEMENTS WITH CONCRETE PARKING. LOCATED AT 01111 SPENCER HIGHWAY, LA PORTE, TX 7T571 HARRIS C.O. BUILDING CODE 2012 INTERNATIONAL BUILDING CODE (IBC) 2012 INTERNATIONAL RESIDENTIAL CODE (IRC) 2012 INTERNATIONAL ENERGY CONSERVATION CODE (IECC) 2012 UNIFORM MECHANICAL CODE (UMiC) 2012 UNIFORM PLUMBING CODE (UPC) 2011 NATIONAL ELECTRICAL CODE (NEC) WITH LOCAL AMENDMENTS (COMMERCIAL 4 RESIDENTIAL) 2005 INTERNATIONAL FIRE CODE (IFC) WITH ADOPTED AMENDMENTS TO FIRE CODE OCCUPANCY TYPES: M - MERCANTILE TYPE OF CONSTRUCTION: II-5 - UNPROTECTED - UNSPRINKLED BURDING AREA 7�200 S. F. (FUTURE) OCCUPANCY LOAD: 60 6ROS5 / T,200 = 120 PARKING ANALYSIS PARKING 5YNOP515 (FUTURE) RETAIL PARKING PROVIDED 56 STALLS 46 STALLS 5 ACCE5515LE STALLS I VAN ACCESSIBLE 5 ACCESSIBLE STALL5 I VAN ACCE-591BLE 7200 5F X 5/1000 = 36.0 45 GAR5 PROPOSED NEW PARKJNQ (RE: SITE PLAN) KEY MAP 539-W N PROJECT NORTH H � I L and ASSOCIATES ARCHITECTS PROJECT NUMBER: 1303 06-14-13 GENERAL '!CONSTRUCTION NOTES 1. ALL WORK SHALL COMPLY WITH APPLICABLE NATIONAL AND LOCAL CODES AND ORDINANCES, AS WELL AS UNDERWRITERS REGULATIONS HAVING JURISDICTION. THE CONTRACTORS SHALL ALSO COMPLY WITH ALL RULES AND REGULATIONS OF THE BUILDING OWNER, IF APPLICABLE. 2. ALL CONTRACTORS MUST VISIT THE SITE TO DETERMINE THE EXISTING CONDITIONS. NOTIFY THE ARCHITECT IMMEDIATELY IF THERE ARE ANY DISCREPANCIES BETWEEN EXISTING CONDITIONS AND THE CONSTRUCTION DOCUMENTS. S. THE OWNER AND/OR TENANT OR THEIR APPOINTED REPRESENTATIVE SHALL PROCURE ALL FERMITS AND CERTIFICATES OF OCCUPANCY OR LOCAL EQUIVALENT. 4. THE WORK INCLUDES THE FURNISHING OF ALL LABOR, MATERIALS AND EQUIPMENT AND SERVICES NECESSARY FOR, AND REASONABLY INCIDENTAL TO THE COMPLETION, IN PLACE, OF ALL WORK ILLUSTRATED AND DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS. S. CONDITIONS DEPICTED ON THESE DRAWINGS, HAVE BEEN COMPILED FROM AVAILABLE INFORMATION AND MUST BE VERIFIED WITH ON -SITE CONDITIONS. WRITTEN DIMENSIONS ON DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTORS SHALL VERIFY, AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS AT THE BUILDING SITE AND SHALL REPORT ANY DISCREPANCIES TO THE ARCHITECT PRIOR To PROCEEDING WITH THE WORK. 6. ALL DIMENSIONS ARE SUBJECT TO CONVENTIONAL BUILDING INDUSTRY TOLERANCE FOR FIELD CONDITIONS. "T. CONTRACTOR SHALL INFORM THE ARCHITECT OF ANY MECHANICAL AND ELECTRICAL CONFLICT ON FLOORS, WALLS, ROOF OPENINGS, FLASHING CURBS OR VARIATION PRIOR TO START WORK. e. MECHANICAL AND ELECTRICAL CONTRACTORS SHALL VERIFY ALL PENETRATIONS AND INSTALL APPROPRIATE FIRE DAMPERS IN ALL RATED ASSEMBLIES WHETHER SHOWN OR NOT. 9. ALL ROOF OR EXTERIOR WALL PENETRATIONS SHALL BE SEALED WATERTIGHT PER CONSTRUCTION DOCUMENTS TO MEET ARCHITECTS APPROVAL AND APPLICABLE ooDEs. 10. THE CONTRACTORS SHALL RECEIVE, HANDLE, STORE (IF NECESSARY) AND BE RESPONSIBLE FOR ALL MATERIALS PROVIDED BY OTHERS. ALL MATERIALS SHALL BE ACCOUNTED FOR UPON RECEIPT AND ANY MISSING OR DAMAGED PARTS SHALL BE REPORTED TO THE ARCHITECT AND/OR OWNER IMMEDIATELY. H. ALL WORKMANSHIP AND MATERIALS SHALL BE OF FIRST QUALITY AND IN ACCORDANCE WITH 600D CONSTRUCTION PRACTICE. 12. SHOP DRAWINGS PREPARED BY THE CONTRACTORS, SUPPLIERS, ETC. SHALL BE REVIEWED BY THE ARCHITECT ONLY AS TO CONFORMANCE WITH THE DESIGN CONCEPT. NO WORK SHALL START WITHOUT SUCH REVIEW. IB. THE CONTRACTORS SHALL REMOVE RUBBISH AND D®RI5 FROM THE BUILDING 517E PROMPTLY UPON ACCUMULATION AND IN NO EVENT LESS FREQUENTi..Y THAN EVERY FRIDAY AFTERNOON. 14. THE CONTRACTORS SHALL PROTECT ADJACENT PROPERTY DURING CONSTRUCTION. CONSTRUCTION WORK SHALL NOT DISTURB TRAFFIC OR ONGOING BUSINESS, EXCEPT BY SPECIFIC A&REEMENT WITH OM NIM 15. ALL DELIVERIES AND MODIFICATIONS TO THE BUILDING SHALL BE COORDINATED WITH THE BUILDING OWNER, IF APPLICABLE. 16. MINOR ITEMS AND ACCESSORIES REASONABLY INFERRED AS NECESSARY TO COMPLETE AND PROPERLY OPERATE ANY SYSTEM ARE TO BE PROVIDED BY THE RESPECTIVE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER AND/OR TENANT. IT. THE CONTRACTORS SHALL INSTALL ALL MANUFACTURED ITEMS, MATERIALS AND EQUIPMENT IN STRICT ACCORDANCE WITH THE MANUPACRIRERS SPECIFICATION RECOMMENDATIONS. le. ALL REQUESTS FOR SUBSTITUTION OF ANY ITEMS SPECIFIED MUST BE SUBMITTED IN WRITING TO THE OWNERS AND/OR TENANTS R£PRMENTATIVE AND: WILL BE CONSIDERED ONLY IF EQUAL OR SUPERIOR IN SERVICE AND QUALITY, MORE ADVANTAGEOUS DELIVERY DATE, OR CREDIT TO THE CONTRACT PRICE WILL BE PROVIDED WITHOUT SACRIFICE OF QUALITY, APPEARANCE AND FUNCTION. 14. CONTRACTOR TO WARRANTY ALL PRODUCTS, AND WAIVE ALL CLAIMS FOR ADDITIONAL COST RELATED TO SUBSTITUTED ITEM TO COMPLETE WORK IN ALL RESPECTS. 20. CONTRACTORS SHALL SUBMIT CONFIRMATIONS WITH DELIVERY DATES ON ORDERS OF MATERIALS AND EQUIPMENT WITH LONG LEAD TIMES. 21. THE CONTRACTORS SHALL SUBMIT SAMPLES OF ALL FINISHES To THE ARCHITECT OR OWNER/ TENANT REPRESENTATIVE PRIOR TO CONSTRUCTION. 22. CONTRACTOR TO SUBMIT SAMPLES OF ALL FINISHES TO ARCHITECT OR OWNER/ TENANT REPRESENTATIVE FOR WRITTEN APPROVAL PRIOR TO PURCHASE. 25. CONTRACTORS SHALL VERIFY WITH THE OWNER AND/OR TENANT ALL FIXTURES AND EQUIPMENT TO Be FURNISHED BY OTHERS. 24. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED. n q 8554 KATY FREEWAY, SUITE 112 HOUSTON, TEXAS 77024 PHO13.468.7557 FAX713-468.7693 2013 II information, either drawn, written, or implied Spearing in this document shall not be iplicated, disclosed, or otherwise used without is written permission of the author, its document is an instrument of service and the sole property of the author. Furthermore, is use of this document for any purpose shall s revoked, if the intent of the design or the instruction techniques or details shown herein *e not adheared to or the contractural 3reement governing their use is not strictly ihered to. I Al. �R�D '4Rc ; �Nam, -- j� Milli --- -MOM PROJECT NORTH A-0.0 LOT 5 8 THE SOUTH 26 FT. OF LOT 4, ELK I OUT OF THE 6 R Y 5UBDIV15ION 14'-0" 26-0" 0.1512 AG = 51,850 S.F. LA FORTE, TEXAS 26' b" A 28'-0" 2 EACH 50 FVG SLEEVE 450 ELBOW TO GRADE AND GAP ; I I I _ - - - 10'HL+F EASEMENT Cj NUMPSTER PAD. =PESIONWAT SAME TIME R. 251-0" 4 4 fl Iq'-O" 12'-b" 12'-6" Ig' O" LOT 4 tEFVG SLEEVE 45° ELBO D GAP J N �$ / T-4 SITE PLAN NOTES: I. PRIOR TO CHANGE OF OCCUPANGYN5E, OWNER OR DEVELOPER MUST COORDINATE KITH THE CITY OF LAPORTE REOARDIN6 PARKING AND OTHER DEVELOPMENT REQUIREMENT5. 2. ALL 51DE5 OF THE FUTURE BUILDING 5HALL BE SUBJECT TO THE CITY OF LA PORTE A "EXTERIOR BUILDING DESIGN STANDARDS" AS 100 % MA50NRY AND 6LA55 PRODUCTS. A SQUARE FOOTAGE FOR ALL NEW PAVEMENT 15,155 50. FT. B LINEAR FOOTAGE FOR PROP05ED SIDEWALK 106"-2" FT. G NUMBER OF ALL NEN DRIVEWAY5 0 D NUMBER OF ALL NEW RAMPS 3 E LINEAR FOOTAGE FOR ALL NEW CURB APPROX. 500'-0" FT. F LOT #5 AG = O.T3TAC. 2 EACH 50 PVG SLEEVE 450 ELBOW GRADE AND GAP 25q'-O" 21q'-Ou 116'-6" 158'-bu FUTURE DUMPSTER 51TE 1HITH 2197 PAVED ACCESS - PROPERTY LINE LOT 5 10' B.L. LOT 5 Q — 0 FAR<1NC FOR Q FUTURE BUIL®INC FAD � (HYDROMULGH) T200 5F ry N A FUTURE PROPOSED 8" SANITARY SEWER LINE AND SADDLE TAP TO EXIST. C OF L.P. S.S. PROPERTY LINE CAP 300.00 LF Of 8" 0 PVC 5ANI+KY SEWER 4" BPP AND STRAINER -uI?i V-0" MAINTAIN CLEARANCE — — — 4" TAP TO COF L.P. EXISTING 12"0 WATER LINE ---- —---------- -I ------ --- 5H.L. AND P . EASMENT i 2"0 DOMESTIC WATER METER CAP 100.00 LF Of 4" .I. FIRE LIN I"0 LANDSCAPE WATER METER i CAP 100.00 LF OF 2" 0 )PPER DOM15TIC WA4R IN BFP AND STRAINER BY LANDSCAPE CONTRACTOR SCALE: 3/1F - T LEAVE OUT GONGRETE BACK UP PAVING UNTIL FUTURE SANITARY SEWER 15 INSTALLED 56'-0" on N FUTURE PROPOSED 8" SANITA 5E:WER LINE AND 5ADDLE TAP TO EXIST G OF L.P.5.5 3- I — — — — — 5' H.L. & P. EASEMENT 10' U.E. & B.L. C — _ 20' AERIAL EASEMENT T I 2 EACH 50 PVC SLEEVE 450 ELBOW TO (FUTuIz�70Lr GRADE AND GAP uQl 10' OR f, KEYED NOTES STMI & Associates 1 II Architects 8554 KATY FREEWAY, SUITE 112 HOUSTON, TEXAS 77024 PH:713.468.7557 FAX:713.468.7693 ) 2013 II information, either drawn, written, or implied )pearing in this document shall not be iplicated, disclosed, or otherwise used without is written permission of the author, its document is an instrument of service and the sole property of the author. Furthermore, is use of this document for any purpose 'shall revoked, if the intent of the design or the instruction techniques or details shown herein ,e not adheared to or the contractural 3reement governing their use is not strictly Ihered to. 1 Oj ACCE55181E MARKIN65. RE: "f/A-Li ` I TYP. I b 2� ACCESSIBLE RAMP. RE: II/A-1.1 2 �3 CONCRETE SURFACE W 2 ACCESSIBLE 516N. RE: 10/A-1.1 V ,J WHEEL STOP. TYP. RE: 3/A-1.1 Q O _ Q Q©CONTINUOUS CIOJOINT. RE: 2/A-I.I ILQ — M 44 Q in Q 14-5 e EXPANSION JOINT. RE: b/A-I.1 —a— NO CURB DETAIL. RE: i/A-1.1 = a Q R4'-IjV2" I W 0 _ 0 Q 23 INGRESS + EGRESS EASEMENT A _ m 0 �a LTS ED -56 OW F- LLI -- --j - �-�- 171W, W W Z _! CL ac EXISTING F.H. Q = Cl) I. S / , I / 'I I ,i: i + 12' WATER MAIN �"' 0 N Q EXISTING 8". SANITARY WATER SEWER J Lj zz /. /3yt \ 0 I I ai I �} N S 5 W I AliW 0 SCALE T - W 1 z NOTES: FLOOD STATEMENT ' I. UNDER6ROUND UTILITY WORK MUST BE DONE FIRST PRIOR TO ANY THE TRACT 15 IN ZONE 'X' AND NOT WITHIN THE 100 YEAR FLOOD PLAIN PAVING AT SITE. ACCORDING TO THE FEMA MAP # 4b201G04gOL. DATED JUNE 18,2001. QED DAVI,p C'`•' 2. A REA. (RECIPROCAL EASEMENT AGREEMENT) 15 NOTE: FLOOD STATEMENT SHOULD REFLECT NEW T5ARP FIRM MAPS AND DATA. r A PRESENTLY IN FORGE ON ALL LOTS OF THE CRY z n SUBDIVISION. AL50 REFER TO 50' ROADWAY AND CITY APPROVING AUTHORITY CERTIFICATE UTILITY EASEMENT ON PLAT. TH15 15 TO CERTIFY THAT THE CITY OF LA FORTE, TEXAS HAS APPROVED THIS sooa f OF SITE PLAN AND DEVELOPMENT OF "UNDER WOOD RETAIL CENTER PHASE IV" PARKING IN CONF A GE WITH THE ORDINANCES OF THE CITY OF LA FORTE. Date: 06-14-13 NAME OF DEVELOPMENT: UNDERWOOD RETAIL CENTER PHASE IV PARKING BY: REV. DESC IPTION DATE: D OR, FL A NINE D ARTMENT�"' - ISSUE PERMIT 06.14.15 I PERMIT REV15ION5 11.15 TYPE OF DEVELOPMENT: NEW PARKING ��9 13 2 PERMIT REVISIONS 1.15.13 a PERMIT REVISIONS 8.01.13 OWNER: YBARRA INVESTMENTS, INC. 51TE PLAN ACCURAC`( CERTIFICATE BUILDER: TO BE SELECTED I, THOMAS H EIKEL. AM REe*TERED UNDER THE LA5�* OF THE STATE OF TEXAS SHEEP CONTENTS 2 TO PRACTICE PROFESSIONAL N61NEI RING (OR SUI VEYINS) AND 14ERBY GERTI SITE PLAN LEGAL DESCRIPTION: LOT 5, PART OF LOT 4, BLOCK 1,GRY SUBDIVISION THAT ABOVE PLAT OR SITE PLAN 15 TRUE AND GORrEZ",` ND THAT ALL BEARIN65, DISTANCES, ANGLES, CURVE RADIUS! , ANOLE5 ARE JOB ADDRESS: 9711 SPENCER HWY ACGU24TELY SHORN ON THE FLAT. SHEET N ZONED: GC - GENERAL COMMERCIAL �r'�1rrf 5f`,j UMBER AlAi :......... .............. -1.0 H. E K�L, F.E. >,` f; DATE 06.14.13 TEXAS REGISTRATION Na 265b3 t ':„E!lS� �� -+.! DRAWN BY: RA CHECKED BY: DW LANDEN"CON PRO ECT Na 1303 I TCIx. R - 590 FlLE NO M, fl. LOT 4 NOIMs 1. PRIOR TO CHANGE OF OCCUPANCYNSE, OWNER OR DEVELOPER MUST COORDINATE WITH THE CITY OF LAPORTE REGARDING PARKING AND OTHER DEVELOPMENT REQUIREMENTS. 2. ALL SIDES OF THE FUNRE BUILDING SHALL BE SUBJECT TO THE CITY OF LA FORTE °EXTERIOR BUILDING DESIGN STANDARDS° AS 100 % MA50NRY AND 6LA55 PRODUCTS. A SQUARE FOOTAGE FOR ALL NEW PAVEMENT 15,155 SQ. FT. 5 LINEAR FOOTAGE FOR PROPOSED SIDEWALK 106'-2° FT, C NUMBER OF ALL NEW DRIVEWAYS 0 D iUIMBER OF ALL NEW RAMPS 5 E LINEAR FOOTAGE FOR ALL NEW CVRB APPROX. 500'-0° FT. F LOT #5 AC: O.T31AC. LOT 5 8 THE SOUTH 26 FT. OF LOT 4, 5LK I OUT OF THE 6 R Y W512IVI51ON OM12 AG = 5IA50 S.F. LA FORTE, TEXAS 14'-0" 261-0° 116'-6° 25CI'-On 219'-0° 261-01 I I FUTURE DUMPSTER SITE I ( WITH PAVED ACCESS ' r PROPERTY UNE LOT 5 10' HC:FP EASEMENT 10' B.L LOT 5 Q Il 5 TYP. FARK I NO FOR ,1 �. \ � �' � FUTURE �01`11141 _ _ 25' ° 11' " 5V I L®I NC PA® (HYDROMULGi I) 19-0" 121-60 12'-6" I9' 71200 5F T; ,- ® m f r TT 'I iT 125'-Q" n Iq'-O° I 28'-O° " 1075 Bee EXI5T1N6 2b' S*EET PROPERTY LINE LOT b' BACKTO BACK OF (WIMS _ 3r-5" ✓; / y. NAME OF DEVELOPMENT: UNDERWOOD RETAIL CENTER PHASE IV PARKING TYPE OF DEVELOPMENT: NEW PARKING OWNER: YBARRA INVESTMENTS, INC. BUILDER: TO BE SELECTED LEGAL DESCRIPTION: LOT 5, PART OF LOT 4, BLOCK 1,GRY SUBDIVISION JOB ADDRESS: 9711 SPENCER HWY ZONED: GC — GENERAL COMMERCIAL 56'-0` KEYED NOTES QI ACCESSIBLE MARKINGS. RE: WA-I.I ACCESSIBLE RAMP. RE: IVA-1.1 03 CONCRETE SURFACE ® ACCESSIBLE S16N. RE: 10/A-I.I SQ WHEEL STOP. TYP, RE: 5/A-I.I © CONTINUOUS JOINT. RE. 2/A-I.I Q EXPANSION JOINT. RE: 6/A-I.I ® NO CURB DETAIL. RE: I/A-I.1 INGRESS + EGRESS EASEMENT NOTE, UNDER61ROUND UTILITY WORK MUST BE DONE FIRST PRIOR TO ANY PAVING AT SITE. NOTE: A R.E.A. (RECIPROCAL EASEMENT A61REENENT) 15 PRESENTLY IN FORGE ON ALL LOTS OF THE 6RY SUBDIVISION. ALSO REFER TO 50' ROADWAY AND UTILITY EASEMENT ON PLAT. E N S W a FLOOD ffAMMM THE TRACT (S IN ZHE'V Ally NOT WITHIN THE 100 YEAR ROOIP M." ACCMM W M FEI"lA MAP • OA1E0 JUR 1AA001. CITY 6EPRm!IN6 AUTHORITY C BeERTIFICATE THIS 15 TO CERTIFY THAT THE CITY OF LA PORTE, TEXAS HAS APPROVED THIS SITE PLAN AND DEYEJ.OPMENTOF MIDEIR OD I�s.iL GEhIT�Z PFLe Iv (PARKINS) IN COWORMANACE WIN THE ORDINWM OF THE CPIY OF LA PORT 6Y, DIRECTOR, PLANNIN8 DEPARTM%9'ff SITE PLAN! AGCr:,6QY RTIFiGATE 1, TWMA5 H. f KeL AM RP,615TERW tIQ M THE LAM OF THE STATE OF TIXA TO PRACTICE! PIWIFESSIONA. ESiB MRINS (OR SURVEYING) AV HERESY CURT THAT ABOVE; PLAT OR SITE PLAN !6 me AND THAT ALL MIARIM6, DISTANCES, ANe LM MYE RAP ANbLES ARE A VR,AIELY SHOWN ON THE PLAT. illow Be Be * t be" x0." Az—H.- EIKEL, PE'. 393 TEXAS RISSISTRATEON NO.Be- STM & Associates Architects 0 0 LJ 8554 KATY FREEWAY, SUITE 112 HOUSTON, TEXAS 77024 PH:713-468.7557 FAX-713-468.7693 ) 2013 II information, either drawn, written, or implied Spearing in this document shall not be iplicated, disclosed, or otherwise used without is written permission of the author, its document is an instrument of service and the sole property of the author. Furthermore, is use of this document for any purpose shall e revoked, If the Intent of the design or the )nstruction techniques or details shown herein •e not adheared to or the contractural 3reement governing their use is not strictly Ihered to. I CW�\j C Q C aCO U z =Q � 0 W �= 0 M. m 8 JwL �� QV� JW E-' W H W Z W� � -� �O Q0)O �N O 0 M�M a: W 0 Z SODS /I\ I PERMIT REVISIONS 1 1.1.15 1 SITE PLAN A-1.0 1.15.15 1 NOTES OR IT `WC I •� .: rt u� STM & Associates Architects 8554 KATY FREEWAY, SUITE 112 HOUSTON, TEXAS 77024 PHT13-468.7557 FA UM-468.7693 © 2013 All Information, either drawn, written, or implied appearing in this document shall not be kL duplicated, disclosed, or otherwise used without the written permission of the author, VAN ACCESSIBLE This document is an instrument of service and is the sole property of the author. Furthermore, the use of this document for any purpose shall be revoked, if the intent of the design or the construction techniques or details shown herein are not adheared to or the contractural agreement governing their use is not strictly adhered to. NOT USED SCALBr-r-17 4 > o W 0 g�. ,ie' VIA. HOLE V NOT USED acaL� r • r-o' 8 EDGE OF PAVEMENT. i �nLL•• 6' RADIUS INTERNATIONAL ACGE591BLE SYMBOL 56' 50. PAINTED BLUE 8� ( b' LON6 PRECAST. GONG. WHEEL STOP W/ 2 - 04 BARS CONT. 5'-9' LON6 O CONFORM DIMENSIONS, GONFI6URATION, AND COLORS wHEe STOP 2 CONCRETE PAVEMENT SJRFAGECQ ' ` \` 9 WITH LOCAL AL SMY AND AD�TINES b, I m 23 a M ,.. Z I LU Q Q m STOP 4 PVMT. MIN. IS" LO" � _ U p Lo O CENTER or W 1 PARKING SPACE V �� I ■ . . NOT USED scat= ur -r-o' 12 ACCESSIBLE SIGN r -r-o' 10 HANDICAP SYMBOL SCAM KTR 7 WHEEL STOP KT.S 3 �— W x W Z W �a. 0 �N 0)O ICE 5/4' 4 CGA TREATED WOOD # 4 REBARS x 24° LONG AT EWAN JOINT NVJOINT 1/64 WIDE SAWGUT LOCATED AS SHOWN ON THE DRANIN65 OR O O 14' O.G. w/P.V.G. THIMBLE' AT 15'- O° O.G. MAX BETWEEN FILLER MATERIAL SLIP FITTING AT ONE END EACH STTBE/OD� F >5014' O.G. E.W. OF CONCRETE SLAB ACCESS AISLE CROSS STRIPN�, At 24' OA. B IYELLOW COLOR) BLUE VERIFY III/ OWNER TO BE PAINTED AT 2-V4' O.G. TYPICAL WIN 1/4' GROOVES �— —. � a NFL�a e W ) i KAMP SURFACES E J BROOM FNISN ! 2° MAX. SAND CUSHION 2' MIN. SAND LIME STABILIZED 5U86RADE LIME STABILIZED SU96WE CUSHION cEJ RE: SOIL REPORT RE: 501L REPORT �fyf NOT USED scaLE: r - r-o' 9 WALK EXPAN. JOINT acaLE r -r-o' 6 PAVING CONTROL JOINT 2 t , , 6L �SC�R�VrS WHERE APPLICABLE # 3 CONT. soon EXTRUDED CONCRETE CURB I° R. NOSING # 5x160 00100.5 REINF. # 5 REW AT 14' O.G. F 103 # 5 REINF. AT 14' O.G. # 5 CLOOP • 4'-0° O.G. 6' EACH WAY URB AT 14° O.G. EACH WAY D8 08-14r13 TOP SOIL -_�+ REV 5=pnoisii DATE BAGKFILL ( a _ � = _ ISSUE PERMIT 06.14.13 PERMIT REV1510N5 1.1.15 '" 2 PERMIT REVISIONS 1.15.15 1-4 ' NOTE: CURB s PAVING -- -111=III—1 i 1-I I I I i l — I —III_ 5'-0• S,000 Psi`s — - —' "� IN6 - A5 b'MIN EXTEND 60 THICK CURB TO _a= DDEETAIIID ON INT6 1615 60 d l W CONCRETE II. 2' MAX SAND CUSHION SHEET CO MAS >i •°ERIAL 20 SAND Bm MAX. � PAv�ENT END"'" nONNS SITE PLAN DETAILS - AS DETAILED RE: SOIL REPORT COMPACTED SUB6RADE MATERIAL # 3 GONT PER SITE PREPARATION NOTES �� �� A-1.1 DATE 0&1*1'n DRAWN BY: RA ECICED sr. DW ACCESSIBLE RAMP TYPE 2 >� KTS 11 CONCRETE CURB scaLE * - r-�' 8 TYP. SIDEWALK scaLE r - r-o' 5 CONCRETE PAVING DETAIL SCALE: r - f-9 1 m N« ti0° RLE NQ SPECIFICATIONS: CONCRETE: CLASS 1 CONCRETE WITH OF DESIGN STRENGTH OF 4500 PSI AT 28 DAYS. UNIT IS OF MONOLITHIC CONSTRUCTION AT FLOOR AND FIRST STAGE OF WALL WITH SECTIONAL RISER TO REQUIRED DEPTH. REINFORCEMENT: GRADE 60 REINFORCED. STEEL REBAR CONFORMING TO ASTM A615 ON REQUIRED CENTERS OR EQUAL C.I. CASTINGS: CAST IRON FRAMES AND GRATES ARE MANUFACTURED OF GREY CAST IRON CONFORMING TO ASTM A48-76 CLASS 30. it m H2 PARTIAL SECTION MODEL # DIMENSIONS CATCH BASIN JUNCTION BOXWI W2 Ht H2 T1 KO GRATE SIZE WEIGHT LBS CB12 ' JB12 W 10" 21" le 2" 10" 12"xl2"xl" 180 CB18 J818 24" 16" 34" 30" 4" 15" 18"xl8"xti" 1.000 CB20 JB20 26" 18" 34" 30" 4" 17" 20"x20"xti" 1,335 CB24 JB24 32" 22" 41" 36" 5" 22" 24"x24"x2" Z245 CB27 JB27 37" 25" 42" 36" 6" 24" 27"x27"x2" 2,875 C830 J830 42" 3V 42" 36" 6" 30" 32"02"x2" 3,675 CB36 JB36 . 48" 36" 40 36" 6" 32" 38"08%2" 4,585 1. CB12 CATCHBASIN IS RATED FOR PEDESTRIAN LOADING. ALL OTHERS ARE TRAFFIC DUTY. 2. ALL JUNCTION BOXES ARE STANDARD PEDESTRIAN DUTY OR OPTIONAL TRAFFIC DUTY. PRECAST CONCRETE CATCHBASIN/JUNCTION BOX NOT TO SCALE PRECAST CONCRETE CATCHBASIN/JUNCTION BOX TO 23.30 FL IV(SW) 20SO 10' U.E. & B.L. FLI23.42 AA4 20' OVERHEAD EASEMENT EXISTING CATCHBASIN I-I-I-I-I- ri-i-I-I-I- ,_I_I_I_I_I. TRAFFIC DUTY ITIT! T ITS T, CAST IRON GRATE I -I -I- h TP 24.37 i PROPO. I TO 24.20 p FL 1I5"(NE)20.39 I c FL 18" TP 25.00 p.2 0.33 � 0.93 ._ JUNCTION BOX SKID -RESISTANT STEEL PEDESTRIAN DUTY STD. [TRAFFIC -DUTY OPTIONAL] CAST -IN STEEL FRAME OPTIONAL EXTENSION 6" or 12" / PRECAST CONCRETE BASIN SECTION PRECAST CONCRETE BASIN BY PARK EQUIPMENT CO. 800-2546-8041 THIN WALL KNOCKOUT ON ALL 4 SIDES, SEE KO DIMENSION FOR MAXIMUM PIPE O.D. Wi I I --- T_ I /I Il SCALE N.TS r/ N 11 > W W ■ W6 ■ L6 K3 2-YR DESIGN FROM TO AREA AREA AREA PIPE TIME INTENSITY RUN-OFF FLOW CAPACITY PIPE PIPE PIPE INLET INLET SF ACRE ACCUM DIA. MIN IN/HR C C x I CFS CFS LENGTH SLOPE VELOCITY * A-1 A-2 64,359 1.477 1.477 16 26 6.93 0.20 1.39 2.05 3.68 45 0.25% 3 A 2 EXIST. INLET(1) 14.537 0.334 1,811 18 26 3.33 0.80 2.67 4.83 1.64 84 0.20°% 3 EXIST. INLET(1) MH-E2 53187 1.221 3.032 48 27 3.27 0.80 2.61 7.92 45.00 44 0.10% 3 MH-E2 EXIST. INLET(2) 0 0.000 3.032 8 27 3.27 0.80 2.61 7.92 46.00 73 0.10% 3 EXIST, INLET(2) MH-1 5162 0.119 3.151 48 27 3.26 0.80 2.61 8.22 45.00 70 0.10% 3 A3 MH-1 13191 0.303 0.303 12 23 3.54 0.80 2.83 0.86 2.35 49 0.35% 3 MH-1 MH-2 0 0,000 3.660 48 28 3.24 0.80 2.69 9.49 45.00 104 0.10% 3 MH-2 MH-3 0 0.000 4.170 48 28 3.22 0.80 2.58 10.75 45.00 37 0.10% 3 MH3 **OUT 0 0.000 4.170 24 28 3.22 0.80 2.58 10.75 11.40 9 0.25% 3 Ar Drainage Area 141, is the grass area that currently drains by sheet flow and shallow concentrat. To prevent damming of the flow, an Inlet Is proposed, The Inlet and 16" pipe Is designed to convey the 1Myr undeveloped flow from the area I> EXISTING OUTFALL (EXIST. 8" Restrictor U/S of 24") b = 75.01, d = 162, e = 0,8315 b I = e (Tc + d) 75.01 I = 0,6315 (Tc + 162) CALCULATIONS x I FORMULAS TO CALCULATE 'Tc' & 'C' i TC= 10 (A) +15= Ia = X OF IMPERVIOUS = 100% C = 0.6(1) + 0.2 = 0.80 I I I j SCALE N.TS 1 2 NOTE., THE DETENTION FOR THE ENTIRE SITE HAS BEEN PROVIDED ACCORDING TO THE AS -BUILT APPROVED PLANS DATED 09.09.079 AND ADDITIONAL PLANS DATED 06.2048 DESIGNED..BY H. CARLOS SMITH ENGINEERS & SURVEYORS, INC. THE ORIGINAL (CURRENT) 0 REST RICTOR WAS SIZED BASED ON A PORTION OF THE FRONTAGE ROAD. THE REVISED r RESTRICTOR IS BASED ON THE ULTIMATE CONDITION FRONTAGE OF THE PROPERTY. 4W- Ir 0 HOPE SLOPE @ 0.3S96 E N S W ALL SEWERS UNDER OR WITHIN ONE (1') FOOT OF PROPOSED OR FUTURE PAVEMENT SHALL BE BACKFILLED WITH ONE AND ONE- HALF (1-1/2) SACKS OF CEMENT PER C.Y. OF CEMENT STABILIZED SAND TO WITHIN ONE (V) FOOT OF SUBGRADE. THE REMAINING ONE (V) FOOT SHALL BE BACKFILLED WITH SUITABLE EARTH MATERIAL AND COMPACTED TO A DENSITY OF NOT LESS THAN 95% OF THE MAXIMUM DENSITY OF SAMPLES OF THE MATERIAL AS,DEWMINED BY THE PROCTOR COMPACTION TEST (AASHTO T-99). NOTES O- Existing Power Pole to be relocated O- The Prop. Grate shall be selected to comply with ADA & Wheelchair requirements NOTES, CONTRACTOR TO OBTAIN ALL PERMITS REQUIRED BY REGULATIONS OF HARRIS COUNTY TEXAS FOR FLOOD PLAIN MANAGEMENT PRIOR TO STARTING CONSTRUCTION. OWNER TO OBTAIN ALL PERMITS REQUIRED BY HARRIS COUNTY, TEXAS PRIOR TO STARTING CONSTRUCTION OF UTILITY AND/OR CULVERTS WITHIN HARRIS COUNTY ROAD RIGHT-OF-WAY. SITE GRADING SCALE-r-20 C. STORM SEWER SYSTEM A. GENERAL NOTES 1. STORM SEWER WILL BE CONSTRUCTED IN ACCORDANCE WITH CITY OF D. PAVING & GRADING 4. PROVIDE EXPANSION JOINTS 0 A MAXIMUM SPACING OF 45'-0" EACH WAY. 1. THE SOILS REPORT IS PROVIDED BY Geosience Engineering & Testing, INC. LAPORTE GOVERMENTS SPECIFICATION AS CURRENTLY AMENDED. WHEN AVAILABLE USE GEOTECHNICAL RECOMMENDATION IN LIEU OF THE FORM JOINTS WITH METAL. KEYWAYS W/DOWELS. REPORT NUMBER: 04G13487 2. STORM SEWER PIPE WILL BE HOPE PIPE. FOLLOWING NOTES 5. ALL JOINT SEAL MATERIAL SHOULD CONSIST OF ASPHALT RUBBER IN PHONE NUMBER: (713)-861-9700 FAX NUMBER: 3. SET STORM SEWER MANHOLE RIMS TO MATCH FINISH GRADE. 1. CONCRETE PAVEMENT WILL BE 3.5 SACK MIX, WITH A MINIMUM 28-DAY ACCORDANCE WITH ASTM D3405 4. STORM SEWER INLETS WILL BE TYPE "CB" FROM PARKS UNLESS DESIGNATED COMPRESSIVE STRENGTH (f'c) 3,000 PSI. MINIMUM REINFORCING SHOULD BE 6. EXCESS SOIL MATERIAL IS THE RESPONSIBILITY OF THE CONTRACTOR & IS TO B. EXISTING UTILITIES. FACILITIES & TREES AS YARD INLET. NO. 4 BARS 0 18-INCH ON CENTER SPACING. REINFORCING STEEL WILL ' BE DISPOSED OFFSITE RESPONSIBLY. 1. CONTRACTOR WILL FIELD VERIFY LOCATION AND ELEVATION OF ALL EXISTING CONFORM TO ASTM A-615, GRADE 60. PROVIDE MINIMUM 10-INCH LAPS. E. COORDINATION UTILITIES PRIOR TO CONSTRUCTION OF PROPOSED FACILITIES. NOTIFY 5. CONCRETE PIPE WILL BE BEDDED WITH CEMENT STABILIZED SAND IN 2• MINIMUM CONCRETE PAVEMENT THICKNESS SHALL BE 5" AND MINIMUM 1. GENERAL CONTRACTOR WILL COORDINATE SITE UTILITIES WORK WITH PLUMBING ENGINEER IMMEDIATELY OF ANY DISCREPANCIES. ACCORDANCE WITH CITY OF LA PORTE SPECIFICATIONS FOR CONCRETE PIPE. PAVEMENT SLOPE TO DRAIN .SHALL BE 0.20%. DRAWINGS. 2. CONTRACTOR WILL NOTIFY THE APPROPRIATE UTILITY COMPANY 48 HOURS 6. PVC PIPE WILL BE BEDDED WITH A MINIMUM OF ONE FOOT OF CEMENT 3. SUBGRADE PREPARATION: 2. REFER TO ARCHITECTURAL DRAWINGS FOR ALL BUILDING LOCATION PRIOR TO EXCAVATING NEAR THEIR UTILITY. STABILIZED SAND. CEMENT STABILIZED SAND WILL BE LAID IN 6 LIFTS -STRIP PAVEMENT AREAS TO REMOVE .ALL TOP SOIL, DEBRIS AND VEGETATION. DIMENSIONS. 3. CONTRACTOR WILL TAKE ALL DUE PRECAUTIONS TO PROTECT EXISTING COMPACTED TO 95% STD. PROCTOR MAX. DRY DENSITY (ASTM D698). REMOVE TREE STUMPS AND ROOTS. FACILITIES FROM DAMAGE. ANY DAMAGE TO EXISTING FACILITIES INCURRED AS 7, EXISTING PAVEMENTS, CURBS, SIDEWALKS, AND DRIVEWAYS DAMAGED OR -OVER EXCAVATE SOFT AREAS AND REPLACE WITH SELECT FILL, FREE OF 7 T20 AND 6 A RESULT OF CONSTRUCTION OPERATIONS WILL BE REPAIRED BY THE REMOVED DURING CONSTRUCTION WILL BE REPLACED TO THE CITY OF LA ORGANIC MATTER, WITH PLASTICITY INDEX LIMIT OF 28 PERCENT. FILL WILL BE PLACEDED IN SIX(6) TO EI MINIMUM LIQUID GHT(8) INCH CONTRACTOR AT HIS OWN EXPENSE. PORTE STANDARDS. LOOSE LIFTS AND COMPACTED TO 95% OF STD. PROCTOR (ASTM D698-78) 4. CONTRACTOR WILL TAKE EXTRA CARE TO PROTECT TREES IN AREAS ADJACENT 8, CONDITION OF THE ROAD AND/OR RIGHT-OF-WAY, UPON COMPLETION OF MAX. DRY DENSITY. TO CONSTRUCTION. JOB, WILL BE AS GOOD. AS OR BETTER THAN THE CONDITION PRIOR TO -PROOF ROLL TO 95% DENSITY. 5. THE CONTRACTOR WILL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES STARTING WORK. -TREAT TO DEPTH OF 6" WITH 22 POUNDS OF HYDRATED LIME PER TO EXISTING PUBLIC OR PRIVATE UTILITY LINES, INCLUDING BUT ,NOT LIMITED 9 ADEQUATE DRAINAGE WILL BE MAINTAINED AT ALL TIMES DURING SQUARE YARD. TO WATER LINES, WASTEWATER COLLECTION SYSTEMS AND STORM SEWERS, CONSTRUCTION AND ANY DRAINAGE DITCH OR STRUCTURE . DISTURBED DURING -COMPACT .TO 95 % OF STD. PROCTOR (ASTM D698-78) MAX. DRY DENSITY. DURING CONSTRUCTION. ALL DAMAGES SHALL BE REPAIRED IN ACCORDANCE CONSTRUCTION WILL RESTORED TO THE SATISFACTION OF THE OWNING WITH CITY OF LA PORTE SPECIFICATIONS. AUTHORITY. GENERAL NOTES 1-800-245-4545 1 RM NO. 20225 KEYMAP 539W IN LAPORTE CITY ORDINANCE ELEV. = 21.94 FEET NAVD 1988, 2001 ADJUSTMENT ELEVATIONS SHOWN ARE 2001 ADJUSTMENT. LEGEND LEGENDS: T STM. SWR. "Tee" CONNECTION S.S. SANITARY SEWER C.O. CLEAN -OUT M.H. MANHOLE PROP. SAN. SWR. M.H. W.S.E. Water Surface Elevation TR TOP OF RIM ELEV. PP POWER POLE CONC. CONCRETE TB TOP OF BANK EC Edge of Conc. EA Edge of Asphalt S.W. Side Walk H.P. High Point TC Top of Curb TP Top of Pavement FL Flow Line C.B. Catch Basin J.B. Junction Box s 3o ACCUM DRAINED AREA (ACRES) ACCUM FLOW RATE (CFS) AREA INLET 3 FLOW RATDRAINED E PER INLET (CR FS)CRES) 27,9 Propo. F.G. Eleve. M.F.G. Match Finished Grade 99 -s Match Existing Grade TG Top of Grate F.F. ELEV. FINISHED FLOOR ELEVATION NG Natural Ground Elevation S,E,T Safety End Treatment TR Top of Rim ® Type "A" Inlet [I JUNCTION BOX (J.B.) Storm Sewer -� Direction of Flow GRADE BREAK / HIGH POINT GENERAL NOTES STMIII & Associates Architects o - o 8554 KATY FREEWAY, SUITE 112 HOUSTON, TEXAS 77024 'H:713.468-7557 FAX-713-468-7693 2M{3yright 2010 information, either drawn, written, or implied Dearing in this document shall not be Dlicated, disclosed, or otherwise used without written permission of the author, s document is an instrument of service and the sole property of the author. Furthermore, a use of this document for any purpose shall revoked, if the intent of the design or the istruction techniques or details shown herein not adheored to or the contracturol eement governing their use is not strictly iered to. i rWnn VJ T� i IL W 0 zQ- �a W=¢ c� QO m 0 Z Wcc _._) CLzx J� W z w 0) �=:5(0 rr N Q O -' O CE W z M T-T ROMl�S ti, BISI3L,P E �~ TeXeal�Cgt¢(CBttOIIIQOh 26363 SHEET CONTENTS SITE GRADING G1.0 �o 06- 413 RA DW 1303 EXISTING F 1-12' WATE MAIN i LPNllSIRYG 411.V SY m T m LANDSCAPING REQUIRED : TOTAL AREA = 32,132 SQ. FT. BUILDING AREA = -7,200 SO, FT. BALANCE = 24,932 SQ. FT. LANDSCAPING REQUIRED = 1,496 SQ. FT. ( ®6%) LANDSCAPING PROVIDED FRONT = 1,595.6 SQ. FT. SIDES = 1574.4 SQ. FT. REAR = 1028.5 SQ. FT. TOTAL LANDSCAPING PROVIDED = 4,198.5 SQ. FT. ,Y = PALM X 2 { = CREPE MYRTLE X 4 The minimum size of parking lot trees shall be minimum two —Inch caliper. The minimum height of parking lot trees shall be six feet. NAME OF DEVELOPMENT: UNDERWOOD RETAIL CENTER PHASE IV TYPE OF DEVELOPMENT: NEW PARKING OWNER: YBARRA INVESTMENTS, INC. BUILDER: TO BE SELECTED LEGAL DESCRIPTION: LOT 5, PART OF LOT 4, BLOCK 1 GRY SUBDIVISION JOB ADDRESS: 9711 SPENCER HWY ZONED: GC — GENERAL COMMERCIAL NOTES I. IRRIGATION PLANS AND PERMITS DEFERRED SUBMITTAL BY CONTRACTOR 2. IRRIGATION AND LANDSCAPE BY OTHERS. STM & Associates Architects 8554 KATY FREEWAY, SUITE 112 HOUSTON, TEXAS 77024 PH:13-468.7557 FAXJ13-468.7693 © 2013 All information, either drawn, written, or implied appearing in this document shall not be duplicated, disclosed, or otherwise used without the written permission of the author, This document Is an instrument of service and is the sole property of the author. Furthermore, the use of this document for any purpose shall be revoked, if the intent of the design or the construction techniques or details shown herein are not adheared to or the contractural agreement governing their use is not strictly adhered to. 'W^ V, TQ ^i^ (L cc 0 W },� Q F. Q 0 Z =� W C� = Q O U=� m0 J WLC) 4<0 �1W I- W H W Z cr CO w r Cl)O 0 �2 N O � 0 cr W 0 Z cn 3 90 C2 m �� a D� CD N I>7 fn Z-+ m o 171 M03 m sees Ph Z f OF r Da OB-14-13 < G PT10N DATE - ISSUE PERMIT 06.14.15 I PERMIT REVISIONS 1.1.13 PERMIT REVISIONS 1.15.15 - ALL LOT 5 (0.65A AC) PLU5 PART OF THE SOUTH -Trees 20' on center and shrubs at Von center PORTION OF LOT 4 BLOCK I GRY SUBDIVISION = between trees. Brave low shrubberies now entrance to TO A TOTAL DEVELOPMENT OF 32,152 S.P. (0.13 avoid vislblllWslght tricagle for turning vehlcles. ACRES) LANDSCAPE PLAN LAO LANDSCAPE PLAN WAM T-W 1 1