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HomeMy WebLinkAboutGRINGO'S CORPORATE OFFICE ADDITIONS SITE PLANv v v v v v v v v v v v ERVI TOPAGE ADDITION TO I - I - = --- GOGO EXI TNG CORPORATE OFFI p. g>, TV w I I TORAut c'w OU0 mna wvr m,w am,a ( aAND 2627 UNDERWOOD RO AD UNDERWOOD ROAD LA PORTE, TX 77571 - _ - - - - GENERAL CONSTRUCTION NOTE,%BBREVIATION LI T GRAPHIC SYMBOLS PROJECT CONTACTS PROJECT DATA C, DAVIS WILSON ASSOCIATES,LLC 1. ALL WORK WILL COMPLY WITH APPLICABLE NATIONAL AND LOCAL CODES AND WELL UNDERWRITERS REGULATIONS HAVING JURISDICTION. THE A.C. AIR CONDITIONING ACOUST. ACOUSTICAL REVISION INDICATOR OWNER: RUSSELL YBARRA YBARRA INVESTMENTS LEGAL DESCRIPTION: LOT 2, BLOCK 1; GRY SUBDIVISION (REPLAT) 1 RDINANCES, AS AS IN LAPORTE, TEXAS. CONTRACTORS WILL AL-30 COMPLY WITH ALL RULES AND REGULATIONS OF THE ADJ. AFF. ADJUSTABLE 2627 UNDERWOOD RD. Architects - Planners - Interiors BUILDING OWNER, IF APPLCABLE. BD. ABOVE FINISH FLOOR LA PORTE, TX 77571 C.L. BOARD COLUMN LINE/GRID TEL: (281) 470-7900 PROJECT NEW CONSTRUCTION OF AN APPROXIMATE 4,181 S.F. GRINGO'S C.M.U. CENTER LINE INDICATOR FAX: (281) 470-7799 DESCRIPTION: STORAGE ATTACHED TO EXISTING UNDERWOOD SHOPPING 2. ALL CONTRACTORS WILL VISIT THE SITE TO DETERMINE THE EXISTING CONDITIONS. NOTIFY THE ARCHITECT IMMEDIATELY IF THERE ARE ANY CLG. CONCRETE MASONRY UNIT COL. CEILING CENTER / REWORK EXISTING PLANS AND NEW PARKING LOT' f IN THE CITY OF LAPORTE, TX, DISCREPANCIES BETWEENEXISTINGCONDITIONS AND THE CONSTRUCTION CONC. COLUMN ARCHITECT C. DAMS WILSON ASSOCIATES M DOCUMENTS. CONT. CONCRETE DETAIL INDICATOR OF RECORD: 11222 RICHMOND AVE., SUITE 235 DIA. DIM. CONTINUOUS DWG HOUSTON, TEXAS 77082 BUILDING CODE: 2006 INTERNATIONAL BUILDING CODE W/ CITY AMENDMENTS su� i ON. DIAMETER PH: (281) 752-7800 2006 INTERNATIONAL MECHANICAL CODE CITY AMENDMENTS 3. THE G.C. WILL PROCURE ALL PERMITS, G.C. MOST OBTAIN ALL CERTIFICATES OCCUPANCY OR LOCAL EQUIVALENT. DRESS. DIMENSION DTL. DOWN FAX: (752-7900 2006 INTERNATIONAL PLUMBING CODE W/ CITY AMENDMENTS CITY OF EA. DRESSING } ® SECTION INDICATOR 2008 NATIONAL ELECTRIC CODE w r ELECT. DETAIL Al CIVIL CARLOS H. SMITH 2O00 INTERNATIONAL FIRE CODE 4. THE WORK INCLUDES THE FURNISHING OF ALL LABOR, MATERIALS AND ELEV. EACH ENGINEER: 423 NORTH HWY. 146 EQUIPMENT AND SERVICES NECESSARY FOR, AND REASONABLY INCIDENTAL TO ENCL. ELECTRICAL LA PORTE, TX 77572 OCCUPANCY TYPE: F-1 (FACTORY) " THE COMPLETION, IN PLACE, OF ALL WORK ILLUSTRATED AND DESCRIBED IN THE EQ. ELEVATION PH: (281) 471-4226 DRAWINGS AND SPECIFICATIONS. EQUIP. ENCLOSED ELEVATION VIEW FAX: (281) 471-4228 EXIST. EQUAL RE: #/DWG INDICATOR TYPE OF (1 B F 5. CONDITIONS DEPICTED ON THESE DRAWINGS HAVE BEEN COMPILED FROM FIN. FIXT. EQUIPMENT FLUOR. EXISTING ELECTRICAL: BENJAMIN ELECTRICAL SERVICES CONSTRUCTION: +�-- Member American Institute of Architects AVAILABLE INFORMATION AND MUST BE VERIFIED WITH ON -SITE CONDITIONS. G.C. FINISH ROOM —NAME 9908 CLARK ROAD WRITTEN DIMENSIONS ON DRAWINGS WILL HAVE PRECEDENCE OVER SCALED G.H. FIXTURE ROOM ROOM NAME/NUMBER HOUSTON, TEXAS 77076 BUILDING AREA: 4,181 S.F. DIMENSIONS. CONTRACTORS WILL VERIFY, AND BE RESPONSIBLE FOR ALL GL FLUORESCENT G HGHT IDENTIFIER PH: (713) 688-4480 DIMENSIONS AND CONDITIONS AT THE BUILDING SITE AND WILL REPORT ANY DISCREPANCIES TO THE ARCHITECT PRIOR TO PROCEEDING WITH THE WORK. GYP. GENERAL CONTRACTOR BD. GARMENT HOOK FAX: (713) 688-1627 COST OF $ 11222 R I C H M O N D A V E, SUITE 2359 H O U S T O N, TEXAS ' 7082 H.C. GLASS MORRIS IMPROVEMENTS: Q P: 281 752 7800 -- F: 281 752 7900 -- architect@cd�ta.us GYPSUM D WG INFO DRAWING TITLE STRUCTURAL LARRY E. 6. THE GENERAL CONTRACTORS WILL RECEIVE, UNLOAD, STORE (IF NECESSARY), HD. BOARD SCALE: -- ENGINEER: MORRIS ENGINEERS, INC. ANCRATE-UNBOX AND MOVE FURNITURE AND APPLIANCES TO THE PROPER ROOM. HR. HANDICAPPED 29902 PARK PLACE DRIVE ZONING: GENERAL COMMERCIAL (GC) ALL MATERIALS WILL BE ACCOUNTED FOR UPON RECEIPT AND ANY MISSING OR HT. HOLLOW METAL TOMBALL, TX 77377 DAMAGED PARTS WILL BE REPORTED TO THE ARCHITECT AND/OR OWNER INT. HAND PH: (832) 721-7761 IMMEDIATELY. HOUR DOOR/OPENING IDENTIFIES LLAAM.. HEIGHT ® LT. INTERIOR 7. SHOP DRAWINGS PREPARED BY THE CONTRACTORS, SUPPLIERS, ETC. WILL BE REVIEWED BY THE ARCHITECT ONLY AS TO CONFORMANCE WITH THE DESIGN M.C. MTD. LAMINATE LL. LAVATORY PARKING ANALYSIS LOCATION MAP KEY MAP 539-W INDEX OF DRAWINGS MANUR LIGHTWINDOW # CONCEPT. NO WORK WILL START WITHOUT SUCH REVIEW. IDENTIFIER MECH. MARBLE CONTRACTOR ® MILL WIC. MOUNTED 8. THE CONTRACTORS WILL REMOVE RUBBISH AND DEBRIS FROM THE BUILDING MIN. LANDLORD MANUFACTURER SITE PROMPTLY UPON ACCUMULATION AND IN NO EVENT LESS FREQUENTLY THAN MTL MECHANICAL PARKING REQUIRED 3 SP EVERY FRIDAY AFTERNOON. MWC MILLWORK N.I.C. MINIMUM WALL PARTITION TYPE ®— PARKING PROVIDED 3 SP GO.O COVER SHEET IDENTIFIER HC PARKING REQUIRED 1 SP 9. THE CONTRACTORS WILL PROTECT ADJACENT PROPERTY DURING NO. METAL NTS. MILLWORK CONTRACTOR HC PARKING PROVIDED 1 SP ' PROJECT C1.0 SITE CIVIL PLAN CONSTRUCTION. CONSTRUCTION WORK WILL NOT DISTURB TRAFFIC OR ONGOING O.C. NOT IN CONTRACT NUMBER LOCATION BUSINESS, EXCEPT BY SPECIFIC AGREEMENT WITH OWNER. DPP. ON CENTER 0. CONT. NOT TO SCALE EQUIPMENT IDENTIFIER ® 1-1.0 LANDSCAPE PLAN PCs. OWNER'S CONTRACTOR 10. ALL DELIVERIES AND MODIFICATIONS TO THE BUILDING WILL BE COORDINATED PLAS, OPPOSITE JOB SIGN WITH THE BUILDING OWNER, IF APPLICABLE. PLYWD• PIECES POL. PLASTIC MATERIAL FINISH A1.0 ARCHITECTURAL SITE PLAN PTO. RAD PLYWOOD ® A2. o FLOOR PLAN INDICATOR 11. MINOR ITEMS AND ACCESSORIES REASONABLY INFERRED AS NECESSARY TO R.C.P. POLISHED A3.0 REFLECTED CEILING PLAN COMPLETE AND PROPERLY OPERATE ANY SYSTEM, WILL BE PROVIDED BY THE RE: PAINTED BY SEPARATE PERMIT A4.0 ROOF PLAN RESPECTIVE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER AND/OR REG. RADIUS REQ'D. REFLECTED CEILING PLAN KEY NOTE INDICATOR —fin A5.0 EXTERIOR ELEVATIONS TENANT. RE. REFER TO ® I A6.0 BUILDING SECTIONS RMT REGISTER (CASH) REQUIRED H O U S T O N 12. THE CONTRACTORS WILL INSTALL ALL MANUFACTURED ITEMS, MATERIALS AND SIM. RETARDANT EQUIPMENT IN STRICT ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATION S.B.O. ROOM cohmvG SOON LAPORTE HIGHWAY E1.0 LIGHTING PLAN RECOMMENDATIONS. SPEC'D SIMILAR SPECS SUPPLIED BY OWNER CENTER LINE ___ _ SERVICE E2.0 ELECTRICAL POWER PLAN SO. SPECIFIED SPECIFICATIONS STORAGE 225 13. ALL REQUESTS FOR SUBSTITUTION MUST BE APPROVED IN WRITTING BY STD. STL. SQUARE ADDITION s1.o FOUNDATION PLAN & NOTES OWNER AND ARCHITECT. ALL REQUESTS FOR SUBSTITUTION OF ANY ITEMS STOR. STANDARD STRUCT. STEEL BRAKE LINE S2.0 FRAMING PLAN & TYPICAL SECTION SPECIFIED IN THE CD's AND/OR SPEC BOOK WILL BE SUBMITTED IN WRITING TO SUSP. STORAGE — /`— THE OWNER AND ARCUITECT. IT WILL BE CONSIDERED ONLY IF BETTER SERVICE, T.C. STRUCTURAL MORE ADVANTAGEOUS DELIVERY DATE OR CREDIT TO THE CONTRACT PRICE WILL TEMP. SUSPENDED PASADENA N. L STREET BE PROVIDED WITHOUT SACRIFICE OF QUALITY, APPEARANCE AND FUNCTION. ANY TYP. TERRA COTTA CHANGE MUST BE SUBJECT TO THE OWNER AND ARCHITECT APPROVAL. CONTRACTORS WILL SUBMIT CONFIRMATIONS WITH DEL DATES ON U.N.O. TEMPERED UNEQ. TYPICAL NORTH INDICATOR I - � �. : � 0D BLVD. a N. H STREET ORDERS OF MATERIALS AND EQUIPMENT WITH LONG LEAD TIMES, OR UR. UNLESS NOTED OTHERWISE II (uL x V.I.F. UNEQUAL NORTH f 1 •--- o 15. THE CONTRACTORS WILL SUBMIT SAMPLES OF ALL FINISHES TO THE W/ URINAL WC VERIFY IN FIELD CONTROL ELEVATION f,",` ';;; TM', O H � W ARCHITECT AND OWNER/TENANT REPRESENTATIVE PRIOR TO CONSTRUCTION FOR APPROVAL W.D.WITH F� FV { ?NQTE— — INDICATOR __I' n�a,a- " 161 � W.IT, WATER CLOSET % 16. CONTRACTORS WILL VERIFY WITH THE OWNER AND/OR TENANT ALL FIXTURES WOOD AND' WEIGHT I I 1-3 LAPORTE t=- AND EQUIPMENT TO BE FURNISHED BY OTHERS. WINDOW EXISTING ELEVATION 17. STATEMENT OF COMPLIANCE: THE ATTACHED PLANS AND SPECIFICATIONS ELEV INDICATOR JI }I N o HAVE BEEN REPARED, OR CAUSED TO BE PREPARED, UNDER THE ARCHITECT'S SITE SPENCER HWY z DIRECT SUPERVISION. TO THE BEST OF THE ARCHITECT'S KNOWLEDGE AND BELIEF, AND TO THE EXTENT OF CONTRACTUAL OBLIGATION, THEY ARE IN COMPLIANCE WITH T.A.S. NEW (FINISH) ELEVATION T D L R E A B P R J A 9 8 0 4 2 3 6 ��� INDICATOR JAN U M09 i GO., oS- Ar 3 7 Xref L: \2008\08012 UNDERWOOD SHOPPING CENTER\XRefs\08012 XR TTBL 24x36.d MATCH EXISTING PAVEMENT (RV. ELEVATION) MATCH EXISTING PAVEMENT (F.V. ELEVATION) NOTESt 1. Subject to City of La Porte Ordinances, 2. This property appears to be in Zone X according to the Insurance Rate Map as scaled from FEMA, Firm Map No. 48201CO940L revised June 18, 2007, 1 1.7 .8 3.9 T46 THIS IS TO CERTIFY THAT THE CITY OF LA PORTE, TEXAS HAS APPROVED THIS SITE PLAN DEVELOPMENT OF THE PROPOSED SERVICE STORAGE ADDITION TO GRINGO'S EXISTING CORPORATE OFFICE AND STORAGE BEING BUILT ON LOT 2, BLOCK 1, OUT OF THE GRY SUBDIVISION CREPLAT), IN HARRIS COUNTY, TEXAS IN CONFORMANCE WITH THE LAWS OF THE STATE OF TEXAS AND THE ORDINANCES OF THE CITY OF LA PORTE, TX, 1 SITE,, CIVIL, SCALE: 1 = 20 —0 PLAN Y'q z" z 3 w SITE SPENCER HWY. VICINITY MAP (N.T.S.) American Institute of AmMtects 11222 Richmond Ave, Suite 235 Houston, Texas 77082 P: 281752 7800 F: 281752 7900 architect@cdwa.us © Copyright 2007 C. Davis Wilson Associates, LLC All information, either drawn, mitten, or implied appearing in this document shall not be duplicated, disclosed, or otherwise used without the written permission of the author, C.D.W.A. 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 adhered to or the contractural agreement governing their use is not strictly adhered to. The Construction documents for this project shall include, but not be limited to the following: Instructions to bidders (it any) Standard format of Agreement between Owner end Contractor, A.I.A.Document A101,1997 Edition General Conditions of the Contract for Construction, A.I.A. Document A201,1997 Edition Standard form of Agreement Contractor and Subcontractor Agreement Form, A.I.A. Document A401,1997 Edition Supplementary Conditions (if any) Addenda Specifications Copies of the above Documents are on file at the Architect's office. This Construction document shall considered a part of a set, and shall not be separated from the Project: SERVICE STORAGE ADDITION TO GRINGO'S EXISTING CORPORATE OFFICE & STORAGE Address. 2627 UNDERWOOD RD. LA PORTE, TEXAS 77571 Owner: MR. RUSSELL YBARRA YBARRA INVESTMENTS 2627 UNDERWOOD RD. LA PORTE, TEXAS 77571 P: (281) 470-7900 F. (281) 470-7799 Governmental Jurisdiction: CITY OF LA PORTE PLAN EXAMINING DIVISION 604 W. FAIRMONT PKWY. LA PORTE, TEXAS 77571 PH; (281) 471-5020 Revisions: _ Mark:1 Description: Date: /1\ I CITY COMMENTS 12/22/2006 Sheet >#e = .', ..: SITE C tiL P qN , By — Drawn By: TS I Checked: DW Date of Issue: Project Number: Sheet Number: 08012 1 C1.0 KEYNOTES: SITE PREPARATION NOTES: TC 1. REMOVE ALL SURFACE ORGANICS, TRASH, DEBRIS, AND OTHER DELETERIOUS 1. 4" WIDE PAINTED STALL STRIPING. WHITE TRAFFIC PAINT. MATERIALS SHOULD ANY BE ENCOUNTERED Thi016" o.c. E. . 2. 4" WIDE PAINTED CROSS -STRIPING AT 24" O.C. W/ BORDER WHITE 2. PROVIDE POSITIVE DRAINAGE BY SLOPING AND DIRECTING THE RUNOFF FROM TRAFFIC PAINT AWAY THE BUILDING SITE. THK CON 6 2 CREPAVEMENT 3TE — ..� r—s• -•�+� 3. PROOF ROLL THE PREPARED SOIL TO LOCATE ANY WET OR PUMPING AREAS . �'' � �'• �• ' �,•••••�•••"•••. • 41, AN TREAT THE SAME WITH THE PROPER STABILIZING AGENTS (FLY ASH, FLUE 4. 4 N' THK CONCRETE PAVEMENT, RE: DETAILS 1 & 2 DUST, HYDRATED LIME, OR CEMENT). COMPACT THE SOIL TO 100 % OF NATURAL DENSITY. 5. 36" SQUARE INTERNATIONAL ACCESSIBILITY SYMBOL 4. ANY FILL REQUIRED UNDER FLOOR SLABS IN THE BLDG. AREA OR BACK FILL 6. CONCRETE SIDEWALK, RE: DETAILS 3 & 4 SOIL SHOULD BE A SELECT SOIL CONSISTING OF SANDY AND/OR SILTY CLAY FREE OF ANY ORGANICS, TRASH, OR OTHER DELETERIOUS MATERIALS WITH A MINIMUM 7, EXISTING ELECTRIC SERVICE ENTRY & ELECTRIC METERS LIQUID LIMIT OF 26. THE PLASTICITY INDEX (PI) SHOULD RANGE BE A MAXIMUM OF 04WAK CQNTROL JOINT (23). STRIPPED AND CLEANED ON -SITE SOIL MEETING THE PI REQUIREMENT CAN Sc 3/4"-1-0" BE USED. COMPACT THE SELECT FILL IN SIX (6) INCH LIFTS TO A MINIMUM OF NINETY-FIVE (95) PERCENT OF STANDARD PROCTOR DENSITY, IN CONFORMANCE WITH THE STANDARD PROCEDURE, ASTM D 698, AT OR WITHIN (3) PERCENT OVER ACCESSIBLE ROUTES: AND TWO (2) PERCENT OPTIMUM MOISTURE. EXTRUDED CONCRETE CURB 5. THE BUILDING PADS SHALL CONSIST OF A MINIMUM OF OF 12 INCHES OF COMPACTED SELECT FILL, OR MORE IF NECESSARY FOR PROPER DRAINAGE. 03 CURB LOOP ° 4'-W D.C. 6. IF THE EXISTING PAVEMENT IS TO BE REMOVED, THE SUBGRADE SHOULD BE WALKS: SLOPE SHALL NOT EXCEED 5% IN THE DIRECTION BACKRLL PREPARED AS ADDRESSED ON PAGE SIX (6) OF THE SOILS REPORT. OF TRAVEL OR 2% IN CROSS SLOPE. PARKING: SLOPE WITHIN ACCESSIBLE PARKING SPACE(S) SHALL BE LESS THAN 2% IN ANY DIRECTION. oTE CURB & PAVING �aDDDP�° DAYS. Q GENERAL NOTES: CURB RAMPS: SHALL NOT EXCEED A SLOPE OF 87, AND 'FLARED EXTEND 6' THICK CURB B0ELOOW �yPAGMRANDGE IS 1. DIMENSIONS SHOWN ARE TO THE FRONT FACE OF CURBS, SIDES' ARE TO BE A MAX. OF 10%• MIN. WIDTH IS (3 TYPICAL. ENTRANCES: AT ALL ENTRANCES, THE MAXIMUM SLOPE SHALL NOT 2. UNLESS OTHERWISE NOTED ALL PARKING STALLS SHALL BE EXCEED 27o. 10'-0" WIDE X 18'-0" DEEP. STRIPING SHALL BE 4" WIDE WHITE �3 CUE R. D.C. TRAFFIC PAINT. ALL ISSUES RELATED TO PARKING AND ACCESSIBLE WHI72E REQUIRED QUIRE ROUTES SHALL BE ADDRESSED BY THE LANDLORD.05s 3. CURB RADII SHALL BE AS NOTED OR TO MATCH WIDTH OF ONCR,Ep E CURB ECT TO 100% MASONRY OR GLASS PRODUCTS. 4. BUILDI7ANDHEIGHT TEXTURE WILL MATCH EXISTING BUILDING SPECIFICATIONS. 1 i I PLAT NORTH OL_.�.� 1 UNDEVELOPED REMAINDER ( OF SUBDIVISION E N W rn W o: W ca y W 0 H Cu 635 IDS I Kv a (_ LI Ld zz 'dIP � T Um N U) z F w S00'39'00'E - 290:19' I 10' LD L E F H III d 4( — EXISTING CONCRETE PAVING — F EXISTING RETAIL CENTER (N.I.C.) EXISTING CONCRETE SIDEWALK EXISTING CONCRETE PAVING 120',BLI)P,LINE * r H F1 ,; d ti w cd W w ar N Cl) 0: z Cu 11 i z o. w W W U z C3 z ti h F M H w wil I 0 i 6" 9' 9" JOINT AT iX4 .4 CCA TREATED WOW O.C. MAX EKPAN JOINT CONT. AT 20'-0" O.C. MAX. #3 x IS- L DOWELS AT12'O.C.— GREASE ON END ° e W I _ I Ill 2" MAX. SAND I 11 2" MIN. 03WALK JEXPAN. JOINT SA DRILL #4 O le O.C. X Is- LONG, 6" INTO —#3 CONT, EXIST. CONC. DRIVE & —1" R. NOSING SET W/ EPDXY —p RONdF O 16' * 4 REINF. AT 1 2 1� 3 CONT. 8.a EACH WAY O.C. EA WAY Ir ,� •• ,.d•. , s.,, \�,� • e CONC. PAVING— ' AS DETAILED 2' MAX. SAND CUSHION 2' DEEP SAND BED COMPACTED SUBGRADE MAX, — AS DETAILED MATERIAL PER SITE —COIIPAM SUBWADE PREPARATION NOTES MATERIAL PER SITE PREPARATION NOTES 06NE�W3/CONQ. PAVING TO EXIST. —PROPOSED CONCRETE PAVING— LD z a w r- w L) z z z z WH X w I Col I� 3/4" .4 CCA TREATED WOOD EXPAN JOINT 11-0" 1/8- WIDE SAWCUT LOCATED AS W/JOINT FILLER SHOWN ON THE DRAWINGS OR AT MATERIAL tpWe O.C. E. TV— W O.C. MAX. BETWEEN EACH EXPANSION JOINT — SAWCUT TO BE 1/4 OF DEPTH OF CONC. SLAB 2" MAX. SAND 02PAV15 Q CQNTROL JOINT SCALE: 3 4 •1'-0 CUT JOINT SET 2X8 INTO NOTCH CONC. DRIVE & REMOVE & FILL W/ — ASH AFTERWARDS EXISTING 5 —1/2- DRIVE CONC. # 3x16" DOWELS 0 4 REINR AT Is- REINF. AT 18" O.C.4-_UM.1'4 O.C. EACH WAY .4 I CONC. PAVING — —� 3 CONT. AS DETAILED 2' MAX. SAND CUSHION 111 4 REBARS x 24" LONG AT 15' O.C. W/P.V•C• 'THIMBLE' SUP FITRN AT ONE END 60tr MAX. SAND CUSHION O IPAAiEV13• &. EXpAN. JOINT ISC*BUILDING LINE #3 REINF. O TO. O.C. EACH WAY RE: PLAN COLOR CONC. 03 TIES O 24" O.C. .n,,,,rn,.,cu oaourt,wo MATERIAL PER SITE NOTE: WALKS SHALL BE PREPARATION NOTES 3.000 PSI CONCRETE O 28 DAYS 05CONC�ET� PAVING DETAIL 07sGnLPIA a"SIDEWALK f, Subject to City of La Porte Ordinances. 2, This property appears to be In Zone X p according to the Insurance Rate Map as Q scnted from FEMA, Furl Map No, 48201C0940L _J revised June 18, 2007. at to fLA . Wa- TO CERTIFY THAT THE CITY OF LA PORTE, TEXAS HAS APPROVED THISAN DEVELOPMENT OF THE PROPOSED SERVICE STORAGE ADDITION TO S EXISTING CORPORATE OFFICE AND STORAGE BEING BUILT ON LOT 2, BLOCK 1, THE GRY SUBDIVISION (REPLAT), IN HARRIS COUNTY, TEXAS IN CONFORMANCE HE LAWS OF THE STATE OF TEXAS AND THE ORDINANCES OF THE CITY OF TS, TX, ! ATTESTI --- BYI-- -------- HY7 -__=CITYEN ____ IEPLANLA POR 0 T� FILING DATEI _ EXISTING 13 EXISTING RESTAURANT Ie WALGREEN'S (N.1.C.) %Q (N.I.C.) 61 1 N 1 I I EXISTING CONCRETE PAVING I, H. CARLOS SMITH, AM REGISTERED UNDER THE LAWS OF THE STATE OF TEXAS TO PRACTICE THE PROFESSION OF ENGINEERING AND HEREBY CERTIFY THAT THE ABOVE SITE PLAN IS TRUE AND CORRECT, AND THAT ALL BEARINGS, DISTANCES, ANGLES, CURVE RADIUSES, AND CENTRAL ANGLES ARE ACCURATELY SHOWN ON THE PLAT, OF H, C LO MIT -------- �.� H CARLOS SMIiH 327 TEXAS REGISTERED NO, 13327 FIND 'X' IN CONC. 031 AS DETAILED Y DEEP SAND BED MAX. - AS DETAILED C. DAVIS WIISON ASSO, Architects - Planners - Member American Institute of Architects Copyright 2007 I Davis Wilson Associates, LLC W information, either drawn, written w implied appearing in this document (hall not be duplicated, disclosed, or Tthertvise used without the written >ermission of the author, C.D.W.A. ills document is an instrument of service and Is the sole property of he author. Furthermore, the use of .his document for any purpose shell is revoked, if the intent of the design 7r the construction techniques or letails shown herein are not adhered 0 or the contractural agreement loverning their use is not strictly tdhered to. .'he Construction documents for his project shall include, but tot be limited to the following: Instructions to bidders (if any) itandard format of Agreement )etween Owner and Contractor, I.I.A.Document A101,1997 Edition leneral Conditions of the Contract for Construction, ►.I.A. Document A201,1997 Edition Itandard form of Agreement ;ontractor and Subcontractor Ireement Form, A•I.A. Document 1401,1997 Edition Supplementary :onditions (if any) Addenda Ipecifications :opies of the above Documents are n file at the Architect's office. his Construction document shall be onsidered a part of a set, and hall not be separated from the set. to � 3d: 7roject: SERVICE STORAGE ADDITION TO GRINGOS EXISTING CORPORATE OFFICE& STORAGE ,ddress: 2627 UNDERWOOD RD. LA PORTE, TEXAS 77571 Inert MR. RUSSELL YBARRA YBARRA INVESTMENTS 2627 UNDERWOOD RD. LA PORTE, TEXAS 77571 P: (281) 470-7900 F. (281) 470-7799 'overnmental Jurisdiction: CITY OF LA PORTE PLAN EXAMINING DIVISION 604 W. FAIRMONT PKWY. LA PORTE, TEXAS 77571 PH: (281) 471-5020 tevisions: [ark: Description: Date;;..: 1 CITY qp E ,,1L13/z %zoae l y_— W - - - N00'43'021W - 150' 0 H9 LU N00043'02'W - 29121' heet RCHITECTURAL9' SITE PLAN 1 ND DETAILS N00.43'02'W-60�t,' �' UNDERWOOD ROAD 1 SITE PLAN ' I SCALE: 1" = 30'-0" : raven Hy: TS Checked: DW _ .. .. .. ._. .__ 100 R.O.W. OF ROAD _. ..,.. ate of Issue: rojeet Number: Sheet Number: 08012 A1. o C3 w NORTH d M IJ J u EXIST M,H, 10' UTI TY 60,34' 12 126 127 128 129 130 131 132 N00°39'00'W-726.16' i i — I EX:STIN1 i PAF KING r I LA � DSCAPE 73 S.F. LANDSCAPE 73 S.F. i 00 I I LANDSCAPE 966 S.F. tO LO z � I X I I I ,, 0 0 98 99 100 101 102 103 104 105 106 XIST G P RKIN i 4, :G, 4 . ¢Y Fr 0 41 gti 41 •6 'p rn to i I M1• •°u' 4.T `:p `�/ k 4rr I ,Lrn I w I W I J ti i W °� I I� I b a 0 f I z LO I N I 1 I .0 I LOT 1 1 JIT w ( In LI w I� I Z ¢ I N � I Xw I 3 ONa I w� I in� I o I H I co x I I z � 1 I M i n- \Q I I a L I 0 J In I I c In u r cu I I to I I r r 0 " w ON 41108'W-60.34' 2LA ? EXISTING F,H _ CONC. D/W NEW STORAGE ADDITION ( 4,181 S.F. ) 425 S.F. 24 251 26 EXISTING 8' SANITARY LINE CALL 4,111 ACRE TRACT EXIST MA. LANDSCAPE 174 S.F.tn to J a U '. J I E JISTIt PAtKINGI I \ I I I-t i i F (i I II 1\ 'I EXISTING LANDSCAPE 73 S.F. �R\ CONCRETE PAVEMENT 50' ROADWAY & UTILITY EASM'T, PROPOSED NEW ADDITIONEXISTING I I �I I �I I�� 50' ROADWAY & UTILITY EASM'T, IAREA IN SCOPE) CONCRETE PAVEMENT cONC i I I�� EXISTING 8, SANITARY LINE — — 10' UTILITY ESM'T, EXISTING 8' SANITARY LINE10' UTILITY ESM'T, _ LANDSCAPE 222.E EXIST M,H_ LANDSCAPE 90 S.F. — — — — — — — �$ I 6 i I 4; 116 117 118 119 120 121 122 123 1k4 a M " 107 108 109 110 111 112 113 114 i1j5 4 ') 1 0 " XIS ING ARKI G L — — 1 --u N -' LANDSCAPE 90 S,F. GRY SUBDIVISION 1.741 ACRES I I I w I CA® VOL. 409, PG. 409146 H,C,M,R. I I I Lim I a% ® FILE No. T380 4 LANDSCAPE 127 S.F, I I I � I 4 4 v c sr EX�ST F.H. � �aLn w ODLOw 226' WATER METERS I I I z ( 00 v~ � 1 H NNQ LOT 3 LOT 2 1 Ilk, i (u Ico 9 s vP �y rotiv 0 VICINITY MAP Z (N.T.S.) AhuCRE vu s cLE a GaR ! HN t : C S CRN co CKL SUBDIVISION I i tO H.C.C.F. No. P854072 T IN I (u ' GRINGOS EXISTING RETAIL CENTER I I I ao (0.896 ACRE TRACT) ( 16,046 S.F. Y I i IW z WALGREEN I al 10- Win. I-- m co I I w W� I as of i-RdI I I C I h E3 I EXISTING CONC. SIDEWALK a 4 5 6 7 8 9 10 E ISTI G LANDSCAPE it 12 13 PA KIN 14 15 16 17 ® I II 18 19 20 1�, n ® I I I LANDSCAPE 42 S,F, I w I EXISTING CONCRETE PAVEMENT T I '�) ( ■ I 20' BLD LI ING 28 32 33. 34 n293O — 35 36 - —--- 37 38 ( 39 40 ® i I 41 42 143i I E ISTI G P 4 4� 46 47 kIN( 48 49 0 1,327 S.F... 0" nnow � 291 wn . __C f`4 --;4rla /.: EE L7/ r-s r Z-1 r3-.s •ca C'VTVTI./ATC'D Md7 rAl1 918' LR.-_ THIS IS TO CERTIFY THAT THE CITY OF LAPORTE, TEXAS, HAS APPROVED THIS SITE PLAN AND DEVELOPMENT OF YBARRA INVESTMENTS, INC. IN CONFORMANCE WITH THE ORDINANCES OF THE CITY OF LAPORTE, TEXAS. CITY OF LA PORTE DIRECTOR OF PLANNING 1, H. CARLOS SMITH AM REGISTERED UNDER THE LAWS OF THE STATE OF TEXAS TO PRACTICE THE PROFESSION OF SURVEYING AND HEREBY CERTIFY THAT THE ABOVE PLAT IS TRUE AND CORRECT, AND THAT ALL BEARINGS, DISTANCES, ANGLES, CURVE RADII, AND CENTRAL ANGLES ARE ACCURATELY SHOWN ON THE PLAT AS PERFORMED MARCH 1994. UNDERWOOD ROAD BUILDING AREAS RETAIL: 16,046 SQ. FT. STORAGE: 4,181 SO. FT. TOTAL AREA: 20,227 SQ. FT. REQUIRED PARKING: RETAIL (GENERAL MERCHANDICE) 4 MIN. + 4/1,000 S.F. FOR RETAIL SPACE _ ( 20,227 SQ. FT./1000) * (4) + 4 = 85 SPACES A"tt PARKING PROVIDED: .OF r�.r� 1yi��iE �. TE,fi�I 152 REGULAR SPACES C .. �1 � •.y�� +•�; � sgi 6 (HANDICAP SPACES) s• ::».................:..c... ...... • '.... � TOTAL: 158 PARKING SPACES H. CARLOS SMITH .. »...........»«....... �; TEXAS REGISTERED PROFESSIONAL DI�oSfp�f' LOT COVERAGE : LOT 2 TOTAL AREA = 91,473 SO. FT. 407. = 36,589 SQ. FT. BUILDING AREA = 20,227 SQ. FT. (22.17.) LANDSCAPING REQUIRED TOTAL AREA = 91,473 SQ. FT. BUILDING AREA =-20,227 SO, FT. BALANCE = 71,246 SQ. FT. LANDSCAPING REQUIRED = 4,275 SQ. FT. (®6%) LANDSCAPING PROVIDED FRONT = 1,369 SQ. FT. SIDES = 2,265 SQ. FT. REAR = 1,146 SQ. FT. TOTAL LANDSCAPING PROVIDED = 4,780 SQ. FT. D- I FAI tj ki7 eb, 0 @ <r s * T ti'P 20' BLDG. LINE CI WATER METERS V 291 3' '� �1 EXISTING '-L'ONC; D/W It; /1bI�i7��lXTl�Si7:7Sldr<i�i TYPE OF DEVELOPMENT: OWNER: BUILDER: LEGAL DESCRIPTION: JOB ADDRESS: ZONED: zs = HEDGE = SHRUBS = LIVE OAK •• = PALM � � = CREPE MYRTLE SERVICE STORAGE ADDITION TO GRINGO'S EXISTING CORPORATE OFFICE AND STORAGE ADDITION TO EXISTING RETAIL CENTER YBARRA INVESTMENTS, INC. TO BE SELECTED LOT 2, GRY SUBDIVISION REPLAT 2627 UNDERWOOD ROAD GC - GENERAL COMMERCIAL DATE. � DECEMBER 20 DRAWNi JB PROJECTi 3647-07 l011D (lal ail NOTE: I. THIS PROPERTY APPEARS TO BE IN ; DNE X ACCORDING TO THE INSURANCE RATE MAP AS SCALED FROM FEMA, FIRM MAP NO. - 8201CO940L REVISED JUNE 18, 2007. TO BE USED FOR FLOOD INSURANCE 'URPOSES ONLY AND DOES NOT REPRESENT FLOOD C NDITIONS. STORAGE ADDITION AT EXISTING RETAIL CI NTER DI 1 JAN 1:0 LYy— __ MINOR DEVELOPMENT .S ITE PLAN LOT 2 GRY SUBDIVISION RE'LAT W, M, JONES SURVEY, A-482 LA PORTE, HARRIS COON" Y, TEXAS SCALEt H. CARLO: , SMITH 1'=20' ENGINEERS AND SL 7VEYORS, INC. CAD FILE, P.O. BOX 529 42- N. HWY. 146 3647-07REV1 LA PORTE, TEXAS 77571 PH. (713) 819-8276 FAX (8t) 47I-4228 SHEET 1 OF 1