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HomeMy WebLinkAboutMONUMENT AREA FEDERAL CREDIT UNION SITE PLANVICINITY MAP 59 PROJECT LOCATION _ I m I OUSTON 228 FlEA 288 4EIYmr A r. 146 LA PORTE 7 FIEEIEIRA L.l[;lREElllr lJ1411D 14 1 0 ABBREVIATIONS: — ACOUSTICAL NIC NOT IN CONTRACT a AC ADJ ADJUSTABLE NTS NOT TO SCALE o I ABOVE FINISHED FLOOR NOM NOMINAL ALUM ALUMINUM z AFF ANOD / - ANODIZED OC ON CEM'ER 607 WEST FAIRMONT PARKWAYPORTE,, APPROX BAIR OAROXIMATENING /0 AND OPENINGSHAND LA BETW BD BOARD O/G OUTSIDE FACE TO OUTSIDE FACE x � BETWEEN z MN BETWEEN PLBG PLYWOOD BRK BRICK PLUMBING • > BOS P LA I"" PLASTIC LAMINATE m 8 BACK OF SEEL PTD: PAINTED m o - CLG CEILING PTN PARTITION o o o CMU CONCRETE MASONRY UNIT RE REFER TO w COL COLUMNRES RESILIENT 8 CONC ¢ d CONY CONCRETE R QO REQUIRED E2 CONTINUOUS REQS a CPT CARPS? RADIUS R REQUIREMENTS CLR CLEARANCE R A RETURN AIR n SED�CCyyOOR COORDINATE RA RETURN AIR GRILLE PROPO6R CORRIDOR CENTER NE. RO ROUGH OPENING LA PORT E BRA. DS DOWNSPOUT SC SOLID CORE NCH DTL DETAIL SQ SQUARE DP DEEP �U" STRUCTURAL/STRUCTURE DIA DIAMETER SAN SHEET DRWG DRAWING SHT TL SANITARY DIM DIMENSION SHEET METAL SIM SIMILAR EA EACH SS STAINLESS STEEL EDF ELECTRIC DRINKING FOUNTAIN STL STEEL EQ EQUAL SPEC SPECIFIED/SPECIFICATIONS EWH ELECTRIC WATER HEATER STD EXG EXISTING SUSP STANDARD EXP JT EXPANSION JOINT SUSPENDED ELEC ELECTRICAL EXPD EXPOSED TTOOB TOP OF BRICK TEL TELEPHONE T FD FLOOR DRAIN TH THICK FF FACE TO FACE (INSIDE) TCP TYPICAL FOR SIMILAR CONDITIONS FIN FLR FINISHED FLOOR TEXTURED CONCRETE PAVING FIXT FIXTURE TOP TOP OF PAVING FOB. FACE OF BRICK LINO UNLESS NOTED OTHERWISE GA GAUGE GALV GALVANIZED VOL VOLUME GWB GYPSUM WALLBOARD VCF VINYL COMPOSITION TILE ERY VERIFY IN FIELD V HFS HALF FULL SCALE VER VERTICAL HM HOLLOW METAL VINYL WALLCOVERING HC HOLLOW CORE WC W/F WITH WELDED WIRE FABRIC cH�DWR HARDWARE WATER CLOSET WP WORKING POINT 3 I HORIZ HORIZONTAL WD WOOD CONTACTS: INSUL INSULATION N INT ELEV INTERIOR ELEVATION ". m THE Al )VE LISTING OF ABBREVIATIONS IS ' ¢ 5S2UJNE� CONTRACTOR ARCHITECT CIYIL ENC3INEER JT JOINT INCLU[ iD FOR THE CONVENIENCE OF THE ' m c MONUMENT AREA FEDERAL CREDIT UNION RAUS CONSTRUCTION, LTD STRUCTURAL KN� wG�1a p 1Ep ENGINEER CONTR CD FOR IS NOT INTENDED OAS A a ",�, 120 E. EIGHTH ST. 1181 BRIT7MOORE, SUITE 100 TURNER PARTNERS ARCHITECTURE, LLP LANOTECH CONSULTANTS, INC. PAUL ENGINEERING INC. LAV LAVATORY COMP€ TE LISTING OF ALL ABBREVIATIONS I z DEER PARK, TEXAS 77536 HOUSTON, TEXAS 77043 333 CYPRESS RUN, SUITE 350 2627 NORTH LOOP WEST, SUITE 224 ADVANCED TECHNOLOGIES INCORPORATED USED L THE CONTRACT DOCUMENTS. OTHER a W PH. (28I) 479-6113 PH. (713) 4q0-1234 HOU9TON, TEXAS 770g4 HOUSTON, TEXAS 77008 142I2 HWY. 3, SUITE E 13105 N.W. PWY., SUITE 6qO MO MASONRY OPENING USED I TIONS MAY BE USED, AND SHALL > FAX (281) 47q-3873 FAX (713) 4q0-5678 PH. (281) 4q7-1040 PH. (713) 861-7068 WEBSTER, TEXAS 775g8 HOUS70N, TEXAS 77040 MECH MECHANICAL CONTACT. BOB LIGHTFOOT FAX (281) 4q7-7480 PH. (281) 280-9972 HAVE ' A SAME MEANING AS IN COMMON CONTACT: JERKY HUGUENARD CONTACT: TODD EPPENBACN FAX (713) 861-4131 FAX (281) 280-0250 PH. (713) Sq6-6gg0 MFD MANUFACTURED PAX (713) Bq6-6992 MAX MAXIMUM OR NO MAL TECHNICAL LANGUAGE. a - CONTACT: LARRY GOLDBERG CONTACT: DENNIS PAUL CONTACT: TODD S70NEBRAKER MFR MANUFACTURER 'o a m 1 MINMINIMUMMINIMUM MOUNTED MATL MATERIAL CODE ANALYSIS MASTER LEGEND: GENERAL NOTES: LIST OF DRAWINGS: REFER 70 SHEET AO.I FOR DETAILED CODE ANALYSIS ILO DOOR / OPENING A. ALL CONSTRUCTION SHALL Be PERFORMED IN ACCORDANCE WITH APPLICABLE CODES, TI TITLE SHEET SITE LOCATION MAP INCLUDING THE 2003 INTERNATIONAL BUILDING CODE AND CITY OF LA PORTE CODES. 2003 INTERNATIONAL BUILDING CODE AND CITY OF LA PORTS BUILDING CODES 8O -- THE DRAWINGS AND SPECIFICATIONS ARE AN OUTLINE OF THE MINIMUM MATERIAL ALI SITE PLAN $I0 GENERAL NOTES RE: PARTITION SCHEDULE REQUIREMENTS AND THEIR APPLICATION. MANUFACTURER'S SPECIFICATIONS AND REQUIREMENTS, A0.1 CODE ANALYSIS AI2 ENLA1a^sED SITE PLAN - OCCUPANCY CLASSIFICATION: 8 BUSINESS WHEN IN EXCESS OF MINIMUM SPECIFICATIONS, SHALL CONTROL. SI.1 TYPICAL DETAILS '..PROJECT INTERIOR PARTITION TYPE, A13 SITE PLAN DETAILS 812 TYPICAL DETAILS LOCATION CONSTRUCTION TYPE: V-B 012 ROOM NUMBER B. BEPORE COMMENCING WORK, CONTRACTOR SHALL PERFORM A SURVEY OF EXISTING COD OVERALL TOPOGRAPHIC SURVEY A2,I FLOOR PLAN 012 FOUNDATION PLAN CONDITIONS IN ORDER TO VERIFY ACCURACY AND COMPATIBILITY OF DIMENSIONS AND CONDITIONS Ci0 PROPOSED CsRADINCs PLAN A2,iD DIMENSION FLOOR PLAN 52.1 FOUNDATION FOUNDATION PLAN 1 ROOF PL,1yj - TOTAL BOLDING SQUARE FOOTAGE: 3,600 SQ. FL SHOWN ON THE DRAWINGS WITH ACTUAL CONDITIONS. CONTRACTOR SHALL NOTIFY 010C20 PROPOSE UTILITY PLAN ARCHITECT IMMEDIATELY IN WRITING OF ANY DISCREPANCIES FOUND WHICH MAY AFFECT A22 DRIVE -THOU PLAN S22 FOUNDATION DETAILS - TOTAL OCCUPANT LOAD: 36 2.4 THE WORK. PROCEEDING WITH THE WORK SHALL CONSTITUTE ACCEPTANCE BY THE C30 GENERAL CONSTRUCTION A2,3 }ZEFJ ECTED CEILING PLAN $30 BUILDING ROOF PLAN SPENCER HWY MAN ST PLAN DETAILS CONTRACTOR THAT CONDITIONS ARE CORRECT AND THE CONTRACTOR ASSUMES FULL I - REQUIRED EXITS PER OCCUPANT LOAD: i RESPONSIBILITY FOR CONDITIONS. NOTES AND DETAILS A3,I SCHEDULES AND DETAILS 54.0 FRAMING DETAILS DETAILED FLOOR PLANS & C3.1 GENERAL CONSTRUCTION A32 DOOR AND WINDOW DETAILS LA P E - CITY OF LA PORTS ZONE: GENERAL COMMERCIAL C. REPAIR AND REPLACE TO ITS ORIGINAL CONDITION ANY EXISTING ADJACENT CONSTRUCTION 24 BOLDING SECTION AFFECTED BY THE NEW CONSTRUCTION WORK. NOTES AND DETAILS A4.1 EXTERIOR ELEVATIONS MEP200 MEP SITE PLAN D. ALL CONSTRUCTION SHALL Be COMPLETE, FINISHED, AND OF THE HIGHEST QUALITY C4.0 STORM WATER POLL. PRE. PLAN A42 , EXTERIOR ELEVATIONS M0Ja WORKMANSHIP, ALL CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE C4.1 STORM WATER POLL. PRE, DETAILS A5.1 BUILD000 MECH, SYMBOLS, NOTES, SCHEDULES 1 LEGENDS BUILDING SECTION MECHANICAL IMPROVEMENT PLAN I INTERIOR ELEVATION REQUIREMENTS AND SPECIFICATIONS OF THE OWNER AND ARCHITECT. VERIFY ALL M A6.1 WALL SECTIONS SPECIFICATIONS WITH THE ARCHITECT PRIOR TO COMMENCING THE WORK. M4,10 MECHANICAL DETAILS W. FAIRMONT PKWY E. PA6zNoNr PKwY BAY A3.4 A62 BUILDING DETAILS EO-00. ELEC. SYMBOLS, NOTES, SCHEDULES t LEGENDS ® A63 BUILDING DETAILS E290 ELECTRICAL POWER PLAN 146 >o KEY NOTE A9,I FLOOR PLAN DETAILS E2,10 ELECTRICAL LIGHTING PLAN AS-1 INTERIOR ELEVATIONS E2,1I ELECTRICAL DRIVE -THOU PLAN 3 A3.4 WALL SECTIONS A82 DETAILS AND FOUNDATION PLAN SECTIONS P0.00 . PLUMB, SYMBOLS, NOTES, SCHEDULES 4 LEGENDS P2J'd0 PLUMBING IMPROVEMENT PLAN g ASJ ACCESSIBILITY STANDARDS P2.10 PLUMBING IMPROVEMENT PL*I' +0'-0" AS2 ACCESSIBILITY STANDARDS P3.00 PLUMBING IMPROVEMENT PLAN ELEVATION MARK P4.10 PLUMBING DETAILS - COPYPJCN 2005 TURNER PARTNERS ARCHTECTURE LLP. ALL RIGHTS RESERVED. THE SEAL APPEARING ON THIS �f.�D ARC Turner Partners Architecture, L.L A DOCUMENT WAS AUTHORIZED BY t 0. r '�' /H-//�/ 333 Cypress Run, Suite 350 ROBERT G. TURNER, NO. 7815 y u■ ■ � r o PROJECT AFFIXATION DATE: 5/13/05 p Houston, Texas, 77094 MAC-0501 PROJECT MONUMENT AREA F>=DER>C L pPAwING NUMBeR ,�/ �'/ /I/ Ph: 281.497.904Q PILE CREDIT UNION - LA PORT Fax.' 281.487.7480 OT-IfIfLE.DWG 9A at6 "1P SCALE OF ® C�It������ 5/13/05 ISSUED DRAINING ■ �/ REY DATE DESCRIPTION NOTED SHEET T REV DATE DESCRIPTIONTITLE e N M M I O 0 U MATCH EXIST 3 { PVMT. ELEV r N 00 C t0 W O O CV O M �. O Oj tq ^ Z uuu O U- Q 00 �Naow F G14.00 Uj V) Lq z (� O ivN 0 5 M 1) .20 FS N )cNe i I �y � 13.3 13.8C I'do It o ^vl Z u ( s O�y MATCH EXIT o o l z OO PVMT. ELE W F- z I 14.35 It I,� u; N 13.85 �13.75 4.75 to 1 o TP 13.754.25 TP14.25 TTTPPP�9= z {Y, I + F ( TW14.25 TP13.75 w l Z 0 M a 0) N s M TCH 00 F.F.E. 5. PROP. BANKING FACILITY 4.5 • F.F.E. 15.00 i� 114.35+ -ZONE'I, go /F.E �3' FG1 NORTH 250.00' n N UTH250.00' N 1111 W 91 TP12.35 y C0 N �p ( ® I `TW13.85 DO (� Itr a FG14.2 TG12.70 TC1 W I M MATCH F.F.E TP13.25 TP1 TWI5.00 1310 \ r0^ig ' (3 TTP13 25 FG14.25 TW14.6 \ 4.85 ci `+ TC1 ' I co � �. N ♦ TC13.10 TP1 SOUTH 150. 0' FG13.0 Q _5' B.L. T812.50 TB12.50 Cq TS10.35 TS10.40 p 0. Z ! �. 2 `+ W Op TS10.10.30 TS10, O O ~ s� !+ h Ln N N N W PROP D TIC POND `+ AP P 17,50 U. FT F ITIGATION AND s. D TE TION STORAGE TPi O Go =i a FG13.0 Q. TS10.00 Of TG12.35M z `!+ N r oo•gzr HJ90A[ to o(3 _ >>- ¢� 0 Z o (3 c3 o + O O + -jw'tn 0�a6o6 Izr uu Im OF K =) zEn 00 I N `00 00 z I I. I I !. I oe C� n,ll. a i to o TW13.50 TP72.60 3 U Vi o N i g TP13.00 4.15 \ N �I o. -I 0 0) � 1' �_ Mi c3 4TG12.65 .♦ � f 14.15 s � o � � I + I! 1P12.85 - - - - -+ --TtP13.385 TM. 3.35 �. z �' - - - -.�.8 ,4- - - �, Co ce z �! u ,00'SZ L Hi8ON S o I !DO r 00.0l r H�LNOAI TC13.40 s°` �� , 00'00 r HS?IOAT c4 i0. ydsb o0 O N N W �C� l a0 z d t0 1 N n dI N N N to „-vZ .N- X „tiZ `' _ „t-Z I � I Of N N I � cY J Ln •N- O M _ J COO `�' Co 000) rn Uj 1-- N F- O c- M 4 c0 7 z- "uuu J d' --a d Q X !n iE In 0 �o0wow CD (N N't d' d z a � >- M W O � d 0 tp N 6Mi D_ W I- 3y. d- W Q nj CO Z .- �--+u �U �0NX 110 M W MOO zF v~) XQ Q5Z F o w d' U5 W o O_ W lil J F- W N 0- g �O Z d, W N 2 V7 GO CL 0 1- 2 w J N d• N zZ0' J < Q H C) M W ao 1n z N J a M r MATCH PVMT. rner rners CCN! Lq N PROP. SAW CUT 17 N 0 C4 O MATCH EXIST c Sy N Cv I a) PVMT. ELEv i ?�'Iit'0 H 9 r '0d 9 '70A/MOcY , 09) �L,7LV9JS HS9 I N n I Turner Partners Architecture, LLP. 333 Cypress Run, Suite 350 Houston, Texas, 77094 Ph. 281.497.1040 For 261.497.7460 Lecture 1 6/24/05 PERMIT REVISIONS IL 5/13/05 ISSUED REVISION DATE DESCRIPTION REVISION DATE DESCRIPTION PROJECT MAC-0501 FILE Al _1.DWG SCALE NOTED w 0 10 20 40 SCALE: 1° = 20 CITY APPROVING AUTHORITY CERTIFICATE This is to certify that the City of La Porte, I mas has approved this site plan and development of MONUMENT AREA FI DERAL CREDIT iJNION in conformance with the Ordinances of the City of La Porte. By: 1 IIIJA� D rector,#PI4fining Department CONSTRUCTION NOTES: 10 PROP. DITCH SECTION TO BE FILLED PER GEOTECHNICAL SPECIE CATIONS 2O PROPOSED 2', CURB O )ENING FOR EXTREME EVENT I'LOW RUNOFF 10 REVISED GRADING AT REVIS D INLET LOCATI SITE PLAN ACCURACY CI ItTMCATE I, Narciso Lira III. am registered under the laws of the State of Texas to practice the profession of engineering and hereby certify that above plat or site plan is true and correct; and that all bearings, distl ices, angles, curve radiuses, and central angles are accurately shown on the ph Narciso Lira III, PE (NARi Texas RegistrationNo. 93822............... LSO LIRA III . . ............... 93822 �Q: NNAL Ea��'j4 10s LANDTECH C )NSULTANTS, INC. Civil Engineer ag * Land Surveying 2627 Nol th Loop West Su ite 224 Houston Texas 77008 Tel. (713) 861-7068 Fax (713) 661-4131 DATE: Jul 2005 )RAWN BY: NL SCALE: V=20' )ESIGNED BY: NL DWG No.:998-D-2293 'HECKED BY: JOB No.: 0510087 SHEET: 2 OF FILE DIR.: S: \2005\0510087\e g\CARD\ DWG NAME: C1.0-GRADING.d g COP) IGHT 2005 TURNER PARTNERS ARCHITECTURE, LLP. ALL RIGHTS RESERVED. PROJECT MONUMENT AMA FEDEI tA�. DRAWING NUMBER CM01T UNION - LA POI UE DRAWING PROPOISEP GRAC DWG C 1 ■ 0 MAN co m L'i z _J XILd 3 00 Lu w I � w O � h �^ J O " ; a VN w s. I I z { I IOO w ` I�a I O � I I I � � I I I I I i I' �I �. N In PROP 2f"X24" TYPE. "A L s % z c U + NORTH 250.00' 0 +� �• i F- �z C.A. O Do d'J N N CL0 �OJ N Lf ) N s PROP. 24"X 4" + SOUTH 250.00' TG12.20 R9.46 0. PROP. V F.-10" H.D.P.E. • %R. O 0.38X 0 d N Od 1 y � �` ! , a ul a n;� c o. u_ PROP. BANKING LA' FACILITY F.F.E. 15.00 + ZONE O w E 13.42GO a O ti PT1R'PE •"A2f"x24 W ;'z' 7G12.70 pit 00 •Q>. Do ~ J.� wu71i 150 0 I _� ^� CO �r _ c°� o. z10 I _' — — -- _5' B.L. I Iom�'"' ` Iz^�oj u� Im<o�? i 0 O t i 3 Z O i0 .. 20 ,L c�� 0- N io 00 I SCALE: I" = 20 + o I z CONSTRUCTION NOTES: Oo I j i Q EXISTING GRATE INLET TO B REMOVED D REPLACED WITH STORM MANHOLE ti I hce4o I I I Q PROP. 15 L.F.-18" RCP STO tM N N + 0 I SWR ® 0.2590 W\ 6 RESTRII.TOR W c PROP D TI` POND 0 j `_� APP GATT � N FT I o. I I PROP. 18" RCP STORM SEWS R CULVERT F ITIGATION AND `� +�. D TE TION STORAGE `--}-I ® PROP. DITCH SECTION TO BE FILLED PER PROP. CON RETE HEADWA i GEOTECHNICAL SPECIFICATION S ROP. 22LF.-to H.o.P.E. I i O5 PROP. 2" WATER METER TM. SWR. O 0. X I i PROP. 102 LF.-1o" H.D.P.E. -° FL10.00 CL PROPOSED 1" IRRIGATION LINT: AND METER cy STM. SWR. O 0.38X � I o: I I �J TPYRPE •""X24" `+ \ o. 9.85 z O i 00 '9ZT HLUOAI c +1 j DETENTION/MITIGATION CALCULA TIONS _I `+ TOTAL SITE AREA: 1.487 AC i ` DETENTION COEFFICIENT. 0.2 AC- FT/AC � g N I REQUIRED DETENTION: 12,955 CII. FT. �= o + I I MITIGATION VOLUME FOR (}yI 6 I i FILL IN FLOODPLAIN: 1,800 CU FT. J to O w N m t O t I ------ wl I I TOTAL REQUIRED VOLUME: 14,755 C c� I t . FT. o N ,z E I I z I W J. O! 1 VOLUME PROVIDED: + +1 MITIGATION IN PARKING LOT. 1,61) CU. FT. MITIGATION IN POND: 5C D CU. FT. � + of I TOTAL MITIGATION. PROVIDED 2,110 CU. FT. P/QOA PROP. S N. SWR. < Y s" Of MANH I I PROVIDED DETENTION VOLUME EFL9.36 — A. 3 s IRIS .50 Lo. N I I E. 17,: 00 CU. FT. 6" FL 83C. �NE) N 00'9ZI. HIND ca' p _- — - ° j� L2I (is j 11o.50 108 )H 5 —.�.e .s— — z NOTE TO CONTRACTOR: JNE EXTENSION o C CONTRACTOR TO VERIFY LOCATION OF AIIL EXISTING FUTURE PLUG < 00 '00 T H�L�IOAI G 0.UTILITIES AND DEPTH PRIOR TO COMMEN SING • z.�' i 4 �, �, 0- I o i CONSTRUCTION L M N •`�6 N i. LIT •,0 H `9T '0d `8 •70A/AlO.iI , 09 c� sdsb N PROP. SAN. S -iI � d PROP ,L,7,��,LS Hs9 ��� MANHOLE LO \ (N .�E OF T C) TOP RIM 134 MANHOLE N 360 FL -1. TOP RIM 13.00 a 6" FL 4.94(S) PROP. 267 LF -6" SAN. SWR. O 0.65X ` N 6" FL 5.14 (E)" I ROP. SAN. MAN OLE TO CONNE T-I EXIST. 36" S SWR LINE QONTRACTOR TO VERIFY LOCATI , 1 EP7H..AND SI OF EXISTING rner Turner18'"ersArohitecture, LLP. 333 Gypress Run, Suite 35o Houston, Texas, 77094 F281:7'8toers r 49�40 tecture REVISION DATE DESCRIPTION 1 _I 6/24/051 PERMIT REVISIONS 5/13/051 ISSUED REVISION DATE DESCRIPTION PROJECT MAC-0501 FILE A1_1.DWG SCALE NOTED I •J LIRA. I . �NARCISD �o 93822� r7 NAL I LANDTECH CONSULT.Q �S, INC. Civil Engineering * Land Si rveying I 2627 North Loop 1jest t Suite 224 t Houston, Texas 77 p08 I Tel. (713) 861-7068 Fax (i ,3) 861-4131 DATE: Jul 2005 DRAWN BY: NL t SCALE: 1"=20' DESIGNED BY: NL I DWG No.:998-D-2293 CHECKED BY: JOB No.: 0510087 SHEET: 3 OF FILE DIR.: S: \2005\0510087\eng\CADD\ DWG NAME: C2.0-UTILITIES.dwg COPYRIGHT 2005 TURNER PAF NERS ARCHITECTURE. LLP. ALL RIGHTS RESERVED. PROJECT r10Nt,q'1ENT AREA FEDERAL ( )RAU11NCs NUMBER CREDIT UNION - LA PORTE DRAWING POSED 1� UTILITY tT 1 \ 2 VL. O LAN m PAINTED HDC SYI M iv O 0 L CONCRETE SIDEWALK RE: I/AI.3 A pj 6" CONCRETE CURB RE: 2/Ai.3 4" WIDE PAINTED ACCESS AISLE -� STRIPES (WHITE) 6"X6"X6' CONCRETE - WHEEL STOPS, TYP. HDC PARKING LEVEL WITH SIGN, RE: 9/A1.3 PARKING PAVING A THE SEAL APPEARING ON THIS ` ROBERT G. WAS AUTHORIZED 6Y ROBERT G. TURNER, NO.AUTHORIZED ED B AFFIXATION DATE: 5/13/05 An 5'-0" --0" HDC PARKING SIGN, RE: 9/A1.3 'VAN ACCESSIBLE' HOC SIDEWALK RAMP, NOT TO EXCEED 1:12 SLOPE TYP. INSTALL ADA TRUNCATED DOME PAVERS, CONTRASTING COLOR. 0.2j SCALE: 1/4' = r-0" n CONCRETE SIDEWALK RE: I/AI.3 4" WIDE PAINTED PARKING STRIPES, TYP. (WHITE) 6'-0' SLOPE CURB DOWN WITH RAMP 6" CONCRETE CURB CONCRETE r SIDEWALK 4" CONCRETE BORDER Turner Partners Architecture, L.L.P. 350 rn er 333 Hb sbon, Texas,i77094 to ers Fax 281.497.7480 tecture TRUNCATED DOME HC RAMP, TYP. NEAT SAWCUT EXISTING CURB TO ALLOW FOR NEW SIDEWALK RAMP 2" EMPTY CONDUIT W/ PULLSTRING (MONUMENT SIGN TO SERVER RM 107) 0 I N LANDSCAPNG SECM 106,800 MAXIMUM LOT COVERAGE: 40% LOT SIZE: 64,775 S.F. LOT COVERAGE: 25,220 S.F. = 39% REQUIRED LANDSCAPING: 6% DEVELOPED SITE AREA - ROOF OVER IMPROV. = REMAINDER X 6% 25,220 - 5,150 = 20,070 X 6% = 1,205 S.F. 1,205 S.F. LANDSCAPING REQUIRED ON FRONT AND SIDE YARD 1,780 S.F. LANDSCAPING PROVIDED ON FRONT AND SIDE YARD SI EWA K 4 4 + + +T+ i + + i t r S i i + + i+ +'+ ♦ a + + t + t + + + + + + + + ♦ + + + + ♦ + + + + + + + + Q p i + } + +:: + + + + # t + + # +++ W ' NIJtl-NT---SG G.0 TO PROVIDE POW +++ # 4, \ ' \ Pam• ++ Q`� ' \\ #`4 ' \ \ + +' + 1"' + *+4i#*+ ++ \ , + + + t 4 / + + a a t + ♦ + ; + tQ �+++ +++++++++ O ! i ( ++` *+ + + h a + + +,+++ `+++++ EW 1 1/2" LIVE OAK '+' ++;++++ ++ + II++« ++++++ I 1 4++ +#++ 4#* + I yy� + + , A1.3 +++++++ I II GAL. RED-TIPP �+*+ + 1 I+ PHOTINIA SHRU *+++++ I 1I + +a+4+++* + ( i 23'-014 + n 4 , lNEW 1 LIVE 1/2" OAK , ( XI 5,-p ,+4©++ Qj * ` I 2 I'+++ + A1.3 �I+++ TRUNCATED + +AAAeA++++ I DOME HC +++`+ ++ I#++ +`+ RAMP, TYP. + +4- ++++ ♦ # +%++*++4 MONUMENT SIGN (NIC) i I —01 HATCH INDICATES 1+++ EXTENT OF GRACE 1 + I ICE & WATER SHIELD c p6 I PAINTED DIRECTIONAL II ARROWS, TYPICAL 4" WIDE PAINTED 1 r STRIPES I 1 4. c LIGHT POLE RE: ELECTRICAL I '++++++++ +`+ i� DRAWINGS; RE: `+*+*tea+'+'+ DETAIL 4/A6.3 `+`+*'+, FOR BASE, TYP. ++ +* +*+ +++ ++ + NEW 1 AK ++'+'+`,*' * ++ ++ +*+ ++'+.+++++*+:+++*+ + LIVE +++`++*+'+`+4 NEW 11/211 R? NEW I I/2" LIVE OAK `V a LIVE OAK • 01 25'-0" 12'-0" NEW 4' WIDE CONCRETE SIDEWALK SIDEWALK LEVEL P� (I' OFF PROP. LINE) WITH DRIVE r EXISTING CONCRETE SIDEWALK + + + + + i + + I 6/24/05 PERMIT REVISIONS 5/13/05 ISSUED REVISION DATE DESCRIPTION MvISION DATE DESCRIPTION #+`+`+`+ — R¢. +`+`8`+*+ DEMO EXISTING +`'`'`'* + + NEW I I/2" SIDEWALK AT NEW DRIVE ` ' LIVE OAK REMOVE EXISTING ++ + WOOD SIGN & RETURN +' NEW METL + "DO NOT ENTER" N1.3 + + +`+ SIGN ON 4" METAL .q«`+` ZD +++++ ``;` ; O ;+a `+++ ++++ ' ' PAINTED DIRECTIONAL O ++ ++ ++ ++ `«` ARROWS, TYPICAL 2 + ; a+* +++ " ' + + o+ +`+*+* +*+`+` I o + +4 + + + + + ++ + + + + 8+s,11'+ 20'-0" oEa1 1 \ R4 +•+r - GRASS +* AREA ++ _ 4" WIDE PAINTED `+ STRIPES '++ + +, « - + + + + A+ + J — h + +++ p( 20'-0" +1 n A + 1 ' « + # t 4 i + a GRASS ++4 AREA ++4 - LI GAL. RED -TIP D ++' PHOTINIA SHRUB «+' 4" EMPTY CONDUIT 2 +' W/ PULLSTRING AI3 +. (ATM TO SERVER 0 ++I ROOM 107) rlu!)� I %. +` I GAL. RED -TIPPED NEW 1 1/2" PHOTINIA SHRUBS LIVE OAK N ENLAM= I SITE PLAN A1.2 SCALE: I/16" = r-o" PROJECT MAC-0501 FILE AI-23I1E.OWG SCALE NOTED v_ + + { ++' +` 20'-0" ++ I +' r +' + #L + + + ++ + + + + a + +4+♦ } ♦ ♦ # + { + 4 + �`+*4*+* N `h 4 4 + + + 4 ♦ # a 4 4 , + 1 + { { { 4 # # a # a # # # # t4 + + + + + + + + # + + + h i . t + + + + + + + + + a + a a a. YS + 4 a 4+# 4 a a#+ a a a 4 + + + + # a « + { + + + + # i 4 4 # 4 # + # 4 4 + # + + t + + + + + + + + + + + + + + + + ++ a 4 4+#++# 4 4+ a 1 # + # + i + # + # # # # + + f Y ♦ 4 # + + # + + i + a # # a 1 a 4+ a t a+{++ 4++ 4 1- # a a + a a { + 4 + + + t + +. COPYRIGHT 2005 TURNER PARTNERS ARCHITECTURE, UP. ALL RIGHTS RESERVED. PROJECT MONUMENT AREA FEC ER►4L CREDIT UNION - LA F ORTE DRAUING ENLARGED SITE DRAUIING NUMBER k�w; THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY ROBERT G. TURNER, NO. 7815 AFFIXATION DATE: 5/13/05 �®' 1190 . a9° FAIRMONT PRKWY (100' ROMP/80' VOL 8., PG. 16, I .C.M.R.) ____. ` 12 EAST 133.00' �411n =�I Zj� MANAGE ESPBJT. Turner Partners Architecture, LLP. rn er S33 Cypress Run, Suite 350 Houston, Texas, 77094 tners Far 28�.4977 80 Lecture PEST K STREET (60' ROW/VOL. 8, PG. 16, H.C.M.R.) d ASF Pi V 14 CI C1 a 30 0 50 100 GRAPHIC SCALE I 6/24/05 PERMIT REVISIONS 5/13/05 ISSUED REVISION DATE DESCRIPTION REVISION DATE DESCRIPTION N SITE FLAN SCALE: 1' = 30'-0° PROJECT MAC-0501 FILE AI_I.DWG BCALE NOTED U COPYRI4 T 2005 TURNER PARTNERS ARCHITECTURE, LLP. PROJECT MONUMENT AREA FEDER 4L CREDIT UNION - LA POF TE DRAWING SITE FLAN DRAWING NUMBER Al.l