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HomeMy WebLinkAboutMONUMENT AREA FCU SITE PLANCONTACTS: vIGIN1IY MGP +(f PRCJEG' MONUMENT 2 �� ,, LA FORTE ER L REDIT IV I O N 4eer� iI urcNs: AC ACOUSTICAL NIC NOT IN CONTRACT ADJ ADJUSTABLE NTS NOT TO SCALE AFF ABOVE FINISHED FLOOR NOM NOMINAL ALUM ALUMINUM ANOD ANODIZED OC ON CENTER A/C AIR CONDITIONING OPP HAND OPPOSITE HAND APPROX APPROXIMATE OPNG OPENING BD BOARD 0/0 OUTSIDE FACE TO OUTSIDE FACE 607 WEST FAIRMONT PARKWAY LA PORTE TEXAS 77571 BETW BETWEEN PLWD PLYWOOD B-iWN BETWEEN PIRG PLUMBING ' DIRK BRICK P LAM PLASTIC LAMINATE•. 90S BACK OF STEEL PTD PAINTED CLG CEILING PTN PARTITION CMU CONCRETE MASONRY UNIT RE REFER TO COL COLUMN RES RESILIENT i CONC CONCRETE PLOD REQUIRED ICONT CONTINUOUS REQS REQUIREMENTS CPT CARPET R RADIUS CL.R CLEARANCE R/A RETURN AIR COOK COORDINATE RAG RETURN AIR GRILLE IR ICICENTER LiNE RO ROUGH OPENING CORR CORRIDOR Sc SOLID CORF Ft El Rik 1 11 DS D0 NSPOUT SO SQUARE C) IR C) S IF= 1) L IP ir 1F. cDTL DETAIL STRUC STRUCTURAL/STRUCTURE DP DEEP SHT SHEET DIA DIAMETER SAN SANITARY DRWG DRAWING SHT MTL SHEET METAL DIM DIMENSION SIM SIMILAR SS STAINLESS STEEL. EA EACH STL STEEL FDF ELECTRIC DRINKING FOUNTAIN SPEC SPECIFIED/SPECIFICATIONS EO EQUAL EWH ELECTRIC WATER HEATER STD STANDARD EXG EXISTING SUSP SUSPENDED EXP JT EXPANSION JOINT ELEC ELECTRICAL T OB TOP OF BRICK EXPD EXPOSED TFI- iELEPHON# FD FLOOR DRAIN 1HK THICK INSIDE iYP TYPICAL FOR SIMIILAR CONDITIONS FF FACE TO FACE FIN FLR FINISHED FLOOR ) P TEXTURED CONCRETE PAVING FIXT FIXTURE TOP TOP OF PAVING �OB FACE OF BRICK UNO UNLESS NOTED OTHERWISE GA GAUGE VOL VOLUME GA(_V GALVANIZED VCT- ViNYL COMPOSITION TILE GWB GYPSUM WALLBOARD VIF VERIFY IN FIELD VERT VERTICAL HFS HALF FULL SCALE VWC VINYL WALLCOVERING HM HOLLOW METAL HC HOLLOW CORE '1dC WATER CLOSET HDWR HARDWARE WWF WELDED WIRE FAIBRIC HT HEIGHT 'N'/ WITH HORIZ HORIZONTAL `MVP WORKING POINT INSUL INSULATION WD WOOD INT ELEV INTERIOR ELEVATION THE ABOVE LISTING OF ABBPEVIATiONS IS JT JOINT INCLUDED FOR THE CONVENIENCE OF THE OUJNr= CONTRACTOR ARCHITECT CIVIL 1=NCsINEER STRUCTURAL ENGINEER MAP ENCsiNEER LAV LAVATORY CONTRACTOR, AND IS NOT INTENDED AS A COMPLETE LISTENS OF ALL APDREViATIONS MONUMENT AREA PEDERAL CREDIT UNION RAUS CONSTRUCTION, LTD TURNER PARTNERS ARCHITECTURE, LLP LANDTECH CONSULTANTS, INC. PAUL ENGINEERING INC. ADVANCED TECHNOLOGIES INCORPORATED MO MASONRY OPENING USED iN THE CONTRACT DOCUMENTS. OTHER 120 E. EIGHTH ST. 1181 BRiTTM00RE, SUITE 100 333 CYPRESS RUN, SUITE 350 2627 NORTH LOOP WEST, SUiTE- 224 14212 HWY. 3, SUITE E 13105 N.W. FWY., SUITE 690 MECH MECHANICAL ABBREVIATIONS MAY BE USED. AND SHALL DEER PARK, TEXAS 77536 HOUSTON, TEXAS 77043 HOUSTON, TEXAS 770a4 HOUSTON, TEXAS 77008 WEBSTER, TEXAS 775g8 HOUSTON, TEXAS 77040 HAVE THE SAME MEANING AS A COMMON PH. 281 47g-61I3 PH. (713 490-1234 PH. (2814g7-1040 PH. (713 861-7068 PH. (28i) 280-9g72 PH. 713 896-6gg0 MAX MAXIMUM UREb OR NORMAL TECHNICAL LANGUAGE. ( ) ) ) ) ( ) MAX MAXIMUM FAX (28I) 47g-3873 FAX (713) 4g0-5678 FAX (251) 4017--7480 FAX (713) 861-413[ FAX (281) 260-0250 FAX (713) 6q6-6gg2 MFR MANUFACTURER CONTACT: BOB LIGHTFOOT CONTACT: JERRY HUGUENARD CONTACT: TODD EPPENBACH CONTACT: LAP_RY GOLDBERG CONTACT: DENNIS PAUL CONTACT: TODD STONEBRAKER MiN MINIMUM MTD MOUNTED MATT- MATFRIAI_- CODS ,41�i�.L�'S1S 1�A5T iR LEGEND- C �I AL NOTES: L isT O D Al,U11�iC�S: SITE LOCATION r'1Ai= Ti TITLE SHEET A. ALL CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE CODES, POOR /OPENING REFER TO SHEET A0.1 FOR DETAILED CODE ANALYSIS B INCLUDING THE 2003 INTERNATIONAL BUILDING CODE AND CITY OP LA PORTE CODES. THE DRAWINGS AND SPECIFICATIONS ARE AN OUTLINE OF THE MINIMUM MATERIAL 41.1 51TE PLAN S1-0 GENER/4L NOTES 2003 INTEP_NATiONAL BUILDING CODE AND CiTY OF LA PORTS BUILDING CODES RE: PARTITION SCHEDULE REQUIREMENTS AND THEIR APPLICATION. MANUFACTURER'S SPECIFICATIONS AND REQUIREMENTS, 40.1 CODE ANALYSIS 41.2 ENLARGsED SfTE PLAN 51.1 TYPICAL DETAILS LOCATION WHEN iN EXCESS OF MiNIMUM SPECIFICATIONS, SHALL CONTROL. 413 SITE PLAN DETAILS 512 TYPICAL DETAILS - OCCUPANCY CLASSIFICATION: B BUSINESS INTERIOR PARTITION TYPE, t= �' CO OVERALL TOPOG R�LNIC . 5UR'/E A2.1 LODR PLAN S2 0 FOUNDATION PLAN - CONSTRUCTION TYPE: V-B M 017_ ROOM NUMBER B. BEFORE COMMENCING WORK, CONTRACTOR SHALL PERFORM A SURVEY OF EXISTING CONDITIONS (N ORDER TO VERIFY ACCURACY AND COMPATIBILITY OF DIMENSIONS AND CONDITIONS CiZ PROPLAN A2.1D DI POSED GRAD1NCx DIMENSION FLOOR PLAN 52.1 DRIVE-THRU FOUNDATION PLAN A ROOF PLAN - TOTAL BUILDING SQUARE FOOTAGE: 3,600 SQ. FT. SHOWN ON THE DRAWINGS WiTH ACTUAL CONDITIONS. CONTRACTOR SHALL NOTIFY ARCHITECT IMMEDIATELY IN WRITING OF ANY DISCREPANCIES FOUND WHICH MAY AFFECT G2-0 =>R!'OSED UTILITY PLAN 42.2 DRIVE-THRU PLAN 52.2 1=OUNDATION DETAILS SPENCER HWY "•'1 THE WORK. PROCEEDING WiTH THE WORK SHALL CONSTITUTE ACCEPTANCE BY THE C3.0 GENERAL- CONSTRUCTION A23 R=-7LEGTED CEILING PLAN 53.0 E3U!LDING ROOF PLAN - TOTAL OCCUPANT LOAD: 36 2.4 PLAN DETAILS CONTRACTOR THAT CONDITIONS ARE CORRECT AND THE CONTRACTOR ASSUMES FULL NOTES ArgD DETAILS 43,1 5C`HEDULE.S AND DETAILS 54.0 FR4t"IING DETAILS LA P TE - REQUIRED EXITS PER OCCUPANT LOAD: I DETAILED FLOOR PLANS &_ RESPONSIBILITY FOR CONDITIONS. C3.1 GENERAL CONSTRUCTION 43.2 DOOR AND WINDOW DETAILS C. REPAIR AND REPLACE TO ITS ORIGINAL CONDITION ANY EXISTING ADJACENT CONSTRUCTION NOTES AND DETAILS A4,1 EXTIE RiOR ELEVATIONS MEP2�00 MEP SITE PLAN - CITY OF LA FORTE ZONE: GENERAL COMMERCIAL BUILDING SECTION e AFFECTED BY THE NEW CONSTRUCTION WORK. A24 C4_0 STORM WATER, POLL. PRE. PLAN 44.2 '=`fiERIOR ELEVATIONS M10ZO 1-iECH. SYME1 OL8, NOTES, SC�EDJLES 4 LErsFNDQ p. ALL CONSTRUCTION SHALL BE COMPLETE, FINISHED, AND OF THE HIGHEST E- QUALITY WORKMANSHIP. ALL CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE C4,1 5TofZ'l WATER POLL. P<R,E. DE T AILS A5.1 BUILD ING-i SECTION M2Z0 MECHANICAL IMPROVEMENT PLAN REQUIREMENTS AND SPECIFICATIONS OF THE OWNER AND ARCHITECT. VERIFY ALL A6.1 WALL SECTIONS M4JO MECHANICAL DETAILS W. FAIR�^fJNT P';w� c. =A521"i�^J� �r "�w E3A� I INTERIOR ELEVATION SPECIFICATIONS WITH THE ARCHITECT PRIOR TO COMMENCING THE WORK, 462 BUILDING DETAILS EO.PO ELEC. SYTIBOLS, NOTES, SCHEDULES 4 LEG -ENDS ^ ■ A3.4 46-3 BUILD (NCx DETAILS E2.00 ELECTRICAL POWER PLAN A7.1 N-OOR PLAN DETAILS 52.10 ELECTRICAL LIG� 4TIN PLAN N [�] KEY NOTE AB,I INTERIOR ELEVATIONS E2.11 ELECTRICAL DRIVE-THRU PLAN A82 DETAILS AND SECTIONS 70.00 SYMBOLS, NOTES, c----HEDULES 4 LEGENDS WALL SECTIONS Ag.l POUNDATiON PLAN 2.O0 IMPROVEMENT PLAN A8.1 ACCESSIBILITY STANDARDS P2,10 F'LIiMBING IMPROVEMENT PL,0,' 43.2 ACCESS181LITY STANDARDS P3.00 PLUMBING: IMPROVEt-tEN i PLAN P4.10 PLUMBIW-v DETAILa 4 COPYPIGOT 7005 TLJrr!,,FP PARTAEPr, ARCHITECTUPE LLP. ALL RICH T S P_ESERVEri. 1 A�+� PROJECT RC c� ^R�,UJING N BEi2 THE SEAL APPEARING ON THIS _ fey �kc �� s;;?U f , _� P Turnr?r Partners Architecture, 1_, 5 MC,�NJ��ENT' AREA �EDEFRAI_ .e 333 Cypress Run, Sure 350 - - - - - - ------=-,��Ta�R+ate eY�a �, r - - -- -- - JMAC-0501 - - - - - Rb8@RT G. TURNER, N6. 7815 r ...OU5t0►i e , 77094 - - -- _ _____ y � i~ELE t_.�FED i I l.iNCOf�1 i.�A 1 0� TIE OT- TI AFFIXATION DATE: 5/13/05 * # rtle-1, Ff1.' �81.497.104Q I TLE.DWG it r'S. Fax: 281.497. 748U �_ ___ �� _ _ _.� _ ._._ _ op-4 1NG 9�F e,s tUomhtU60 r e Issurr� scat 116� TmlTIT.1. E ��EET� 0%7chlc REv D 411r DE3Cf21Pt101� }v D 4tE D1=SCPl!� T ioN THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY ROBERT G. TURNER, NO. 7815 AFFIXATION DATE: 5/13/05 1 FAIRMONT PRK%T (100' ROW/80' Vol, 8., PC, 16, H.C.M.R.) nr,al h. Jtt L'J 1 (bU KUYY/ VUL, H, 1-U. 16, Turner Partners Architecture, LLP. 333 Cypress Pun, Suite 350 Houston, Texas, 77094 Ph: 281.497.1040 Fax: 281:-97,748iJ - - re ASPHALT w w a E- w i n END OF PAVEMENT ---- --------- 30 0 50 100 GRAPHIC SCALE N A1.1 sc�l-r: r' = 30'-00 J �i 1 6 2��C1 RMIL YI�IDI -- BSUEp - -57T3705 REVISION PATE DESCRIPTION MVISION DATE DESCRIPTION MAC-0501 _C AI_ID`dJ SCALE NOTED CPPYR'GHT 2005 TURNK PARTNERS ARCHrTWTURE, U.P. I ALL RIGFtTS _ RESERVED. �IONUr'i NT AREA FEDERAL I CfREU17 UNION - LA f'OfRTE D_R.AWING SITE FLAN I< �I z J Iz LJ i-- Q co X IJ zLj- O [s NOR-H 250.00' F\ CV d 10 LO N do. C- N � \ i P,RO . "A"24*X240 PROP. CON ETE HEADWAL s co co � o `" oN ``' ` TG12.20 ROP. 221-F.-10 H.D.P.E. ' FL9.4s o. TM. SWR. 0 0. % Z � � �� ` S'OUTH1 2-0.00' cc a 00 = I I r h c-i a oLr) 1 z \ ��- - PROP. 102 L.F.-10' H.D.P.E. _ 1 PROP. 2 -10r H.D. P.E. y STM. SWR. O 0.38% OtY: r r � n o � N � 2 ! � �PTYRPE } r 24 X24 —S .-SWR. ® 0.389E 1 o co �� / TG139.�20 ` --� o �� �PROP. r4rX24" a �� �� �� T"rPE A LA:9.W + y w, N Q 00'aIHJ"yOJV c IL W/01 W. o w °' o f +` �� a a a W a _ ^,Z N 01 00 I S O d cD N a o y � _ p Q I z a O z 2 N i .- c Lv I z (,1- $ -, c LL: °) CD N r� �.] 0 PROP. BANKING d� Ln FACIUTY JCD"_' F.F.E. 15.00 r I C� � rr} I ♦ I ., + p :4NEX10�' ago O ) � r F 13.42 -V I C' C0 LC 13 1 -- PROP. 2}%24 \ TYPE "A TG12.70 FL9.84 z PROP. SAMPLE VIELL N Q 10 6" FL 10.91 (IN) /-PPOP. FIRE HYDRANT I a � m � � 6" FL 9.44 (OUT) �- 6� GATE VALVE, AND o - 6 LEAD f cft cd J N o� >_ 2 CD rco w J - U o z Q _ � L.L. U U = O 0 -S'O C-TH !15 0�� 0 5' B.L. PReITIGATION IC !POND `.+ AP0 U. FT AND DSTORAGE 10.00 a U + � 4 F�' 0 z Ll- p J N o a ►- UNE 6" C PROP. SAN. SWR. . wA F'R p MANHOLE: o 4 PROP• �� \ 6" S �; TOP RIM 1 ",50 �. CO o. ` i FL9.36 S 6„ FL 5.45 (W) N �' - — - \ 6 + - - 6 FL 8 83 N E PROP. AUGER CONSTRUCTION o ( ) TO BE CONE BY/OTHERS ® z �, p z o / �� \X ,OO*sz 1 Hi�O G v �rj DITCH)11.T5 DIT6H) 11.00 5 00 '�z I HJ�l r (18") 10.50 18r) 10.50 0 1 PROP, 8" VyA,TER r c� TURF 6�t4ATER LINE EXTENSION �� FUTURE PLUG `C c n A PROP. EVERSE 8"X8" T.S.&r. V CONTRACTOR TO VERh'`'r PROP. PLUG - -- LO LOCATI�N .AND SIZE CO 4 o N �� .... ....., — b LLJ IX o r7 0 CN It o ('�I 'I11 ',� 'H `9 I '0cl `8 '70AIAI OBI 09) JjjjjJ,S' HJ9 � I I MANHOLE TOP RIM 13.00 a v' PROF- 267 L.F.-6" SAN. SWR, ® 0.65X w m Lr)6" FL 4.94 (S) N 6" FL 5.14 (E) J O N CO J 00 Q�z� O L g o O LU w w Of z o J(I) N N Li Hers I urner Partners Alr-cffitectijre, L L P. 333 Cypress Run, Suita 350 Houston, Texas, 77094 Ph: 281.497.1040 Fax; 281, 497, 7480 chiteco-ture a J oo -4r n I O n co e0 I�~oo co 00 I I I I � I I � I z w W w f Q I � � I + I I I I I - j I I w y SCAL t" 20 CONSTRUCTION NOTES: EXISTING GRATE INLET TO BE REMOVED AND REPLACED WITH STORM MANHOLE �2 PROP. 15 L.F.-18" RCP STORM SWR 9 0.25% W\ 6" RESTRICTOR O3 PROP. 18" RCP STORM SEWER CULVERT ® PROP. DITCH SECTION TO BE FILLED PER GEOTECHNICAL SPECIFICATIONS O PROP. 2" WATER METER © PROPOSED 1" IRRIGATION LINE AND METER DETENTION/MITIGATION CALCULATIONS TOTAL SITE AREA: 1.487 AC DETENTION COEFFICIENT: 0.2 AC—FT/AC REQUIRED DETENTION: 12,955 CU. FT. MITIGATION VOLUME FOR FILL IN FLOODPLAIN: 1,800 CU. FT, TOTAL REQUIRED VOLUME: 14,755 CU. FT. I I U-) NOTE TO CONTRACTOR: z 4 CONTRACTOR TO VERIFY LOCATION OF ALL EXISTING I UTILITIES AND DEPTH PRIOR TO COMMENCING 00 '00 I HI U0AI Q �, �. i CONSTRUCTION Ln N CD N PROP. SAN. SWR. 0)F • • T -�cr L MANHOLE s • -�- TOP RIM 13� ...................:... N 36" FL --1.04!(Vy I NARCISCI LIRA III . �i I •••••r•••r•r•• u.•r•••• V ; 93822ICE K%t T IRV I LANDTECH CONSULTANTS, INC. i PROP. SAN. MAN OLE TO CONNE T I Civil Engineering * Land Surveying EXIST. 36" S SW LINE I 262North Loop West CONTRACTOR TO VERIFY LOCATI DEPTH, ,AND SIZt OF EXISTING I Suite 224 NE Houston, Texas 77008 I Tel. (713) 861-7068 Fax (713) 861-4131 DATE: Jul 2005 DRAWN BY: NL SCALE: 1"=20' DESIGNED BY: NIL DWG No.:998-D--2293 CHECKED BY: I JOB NO.: 0510087 SHEET: 3 OF I FILE DIR.: S: \2005\0510087\eng\CADD\ DWG NAME: C2.O-U-PUTIES.dwg 1 4 05 PERMITREVISIONS 5/13/05 ISSUED e=1/1510N DATE DESCRIPTION REVISION DATE DESCRIPTION COPYRIGHT 2005 TURNER PARTNERS ARCHITECTURE, LLP. ALL RIGHTS RESERVED. MA.C-0501 I�f�JIVUi ICI ii1 P'�.. -ILA CREDIT UNION — LA FORTE -- -AT-T. _ t DRAWING OF'05 � U I L I C2,0 SCALE It1Y I NOTED FLAN L 111 L C L F L i's - o I z NORTH 250.00' -}- ,! SOUTH 1.50. 0 `A! O^ z10 5' Bt F 3.00''` i o 00 It n J 00 � � � 00 00 ` o _ T812,50 r TBI I z L� f cJ> ao zTS10.35 TS1N cc a0 z Z C TS10,10.30 TS10. in I N 1 0) cc N ;j'ti N N N N N I PROP D TI`( !POND 00 I T AP 17,50 U. FT o` Q I f' ITIGATION AND �; ! DE�TE TION STORAGE + MATCH EXIST I � � �, >-� PVMT. ELEV w c _ � U'jFG13.0 04 o 'D� .59 �- ~�17�J�. TS10.5r�FGiQ co � 3.40 I II I = L2 r~- G14.00 _ _ JOf CL o I I w z _�-- �~ �� TC14.05 - - - - - �. TC14�.��-�'� - TP12.50 12.6 N T510.00 0 Co o N N ; v TP 13.55 TF13.85 3 ® , cy- TS10.30 i 5 - - TP12.35 G ffi n '! TC14.00 TC13 5 .�' 2.@�� TG12.35 TC14.30 TP1 65 0 TG1�3.20 _ TP13.50_ _ TP13.8 �` - - --- '� -- --- _ - i T 12{95- L + - O TP 2.45 FG13.00 --- C g rn CD G13.00 �� 13.80 4 � TW14. � I N'b ;� �� 0 �'G I H.L dOl'� ' I s , �I TW14.55-{� - ---- ` N 7co s N FG14.3 � z co � - I oti _ FG14.50 0 0 -�- o MATCH EXIST 'a- o ? I i '' `-- M ao co � "ter`? - �J d a z I P VM T. ELE 1 z - ,,�-_ ►%� � ri ri LI o I 11 co M TCH F.F.E.Ljj - Q z I 14.35 I 5.00 �� �� v� I °; N ,� 13.85-TP13.75---- -I PROP. BANKING ,n C9M' 0 d .� m -, TW14.7 _ FA IUTY r- Ln6 vi4.25 4v- � n TP1.25 fG14.5 F.F.E. 15.00 '513.7Fes+ - 00 TW14.35 { w 1 J 9 C cn I + TW14.25 Y z oN� X T { Q i TP13.75 �n Z 00 00 C I W z 00 Dr- i°: I I TW13.85 M FG14.2 } _TTG12.70 TC13.45 -Z..: I -I - MATCH F.F.E� `` �TPBN�k5l,,\TP12.9 I Tw �5 I TW15.00 f o o TVY13.25 F 465 14.25 +� 47 \_ TP13.25 TW1.!! i + TM 4.6 TC13.to 0'S Y 5 00 TP12.55 ? lr�TC13.10 9. � TW13.50 ri TP12.60 .4.10 EBTG12.65 0. y Z.. T014.15 ticti i. l� �! \ ® c l 7 Lj-M3-35 - - - --- -- TC13.85 TC1-3.85� o rfi? I o ` TP12.85 �TP13.35 TP13.35. © �. c, z o j z 00•SZ l HiHON LV Cp - - - - vV Io 00r HsUOAT ��' 0 0 T HI10 � 00 �13.40 r 00 Li �rs. s. I O I �i Cz7 L� _-- --- rr --�`J - --- - -` ---- - - Ln N `n NI �" aco PROP. SAW CUT o N ��6 N r2 Z N "� y I - f ` o �� MATCH EXIST MATCH EXIST / asd (0 " I � PVMT. ELEV PVMT. ELEV { ��� �� �H 0 T '�d 8 '70AIAl QH 0.9) ,L,7JULS H19 c� N I co N I I -- I N N I 2 N W O `t 00 O O I W J c0 00 0 0, D7 N N N ONud 00 "ItJ _ -- -- -- - - -- ---- -- - - - --._ _.- -- - mer triers Turner Partners; Arf-hitari�t-ore, L I p 333 Cypress Pun, Suite 356 Houston, Texas, 77094 - Ph: 281.497.1040 Fax: 281.497.748D facture 1 6/24/05 PERMIT REVISIONS 5/13/05 ISSUED REVISION DATE DESCRIPTION REVISION DATE DESCRIPTION MIN mlw 0 10 20 40 SCALE: t" = 20 CITY APPROVING ACTIIORII'Y CERTIFICATE This is to certify that the City of La Porte, Texas has approved this site plan and development of MONUMENT AREA FEDERAL CREDIT UNION in conformance with the Ordinances of the City of La Porte. By: Director, PI nrlg Department CONSTRUCTION NOTES: 1O PROP. DITCH SECTION TO BE FILLED PER GEOTECHNICAL SPECIFICATIONS 2O PROPOSED 2' CURB OPENING FOR EXTREME EVENT FLOW RUNOFF , 1& REVISED GRADING AT REVISED INLET LOCATION SITE PLAN ACCURACY CERTIFICATE 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, distances, angles, curve radiuses, and central angles are accurately shown on the plat. Narcis Lira III, PE Texas Registration No. 93822 ��. •• ! NARCISO LIRA III aiilllaaiiilaiif iiilali 0 'a 93822 !aalri � ONA L LANDTECH CONSULTANTS, INC. Civil Engineering * Land Surveying 2627 North Loop West Suite 224 Houston, Texas 77008 Tel. (713) 661 -7069 Fax (713) 861-4131 DATE: Jul 2005 DRAWN BY: NIL SCALE: 1"=20' DESIGNED BY: NL DWG No.:998-D-2293 CHECKED BY: JOB No.: 0510087 SHEET: 2 OF FILE DIR.: S: \2005\0510087\eng\CADD\ DWG NAME: C1.0-GRADING.dwg COPYP.4GHT 2005 TURNER PARTNERS ARCHITECTURE, LLP. ALL RIGHTS RESERVED. PROJECT c RCJEC� 41AC-0501 MONUMENT AWRA F P 41- FILE CIIO�� "' LA PORTE Al -1.DWG SCALE DRAUJING �/ /" F05E�F j4 10) I NG NOTED FLAN !ter-s- RAWJ NG NUMBER �� .0 OR q' — 0" PAINTED HOC SYl 2 A 1.3 HDC PARKiNC SIGN, RE: q/AI-3 THE SEAL APMRM ON- THIS DOCUMENT WAS AUTHORIZED BY ROBERT G. TURNER, NO. 7815 AFFIXATION DATE: 5/13/05 �- I o I CONCRETE SIDEWALK C:1:1-) RE: I/A1.3 Q �IQ 6'' CONCRETE CURB RE: 2/A 1.3 4" WIDEPAINTED ACCESS AISLE STRIPES (WHITE) 8'--0" q'—O" 6"X6"X6' CONCRETE WHEEL STOPS, TYP. LEVEL WITH PARK!NC PAVING 5'--011 HOC PAP_KIHC SIGN, RE: 9/A1.3 'VAN ACCESSIBLE' HOC SI..)EWALK PAI ,P, NOT TO EXCEED 1:12 SLOPE TYP. INSTALL AA TRUNCATED DOME PAVERS, CONTRASTING COLOR. 2 �A1f.1NGT LAYOUT rner 'partners ■ CONCRETE SIDEWALK PE- I/A 1.3 4" WiDE PAINTED PARKING STRIPES, TYP. (WHITE) SLOPE CURB DOWN WITH RAMP L G" CONCRETE CURB CONCRETE SIDEWALK 4" CONCRETE BORDER Turner Pertners Architecture, L.L.P. 333 Cypress Run, Suite 350 Houston, Texas, 77094 Ph: 281.497,1040 Fax 281,497.74B0 TRUNCATED DOME HC RAMP, TYP. NEAT SAWCUT EXISTING CURB TO ALLOW FOR NEW SIDEWALK RAMP 2" EMPTY CONDUIT W/ PULLSTRING (1'10NUMENT SIGN TO SERVER RM 107) 25"-0" 12'-0 NEW 4' WIDE CONCRETE SIDEWALK SIDEWALK LEVEL P (1' OFF PROP. LINE) WITH DRIVE r CRE SI EU/A K L 4 EXISTING CONCRETE -SIDEWALK E � _ - . #`# # +i} + + + + + c +` - ++ o o 110NUL1ENT 51GrJ NIC); _-_ - I'++, \ G.0 TO PPOVIDEIPOWER [ ++' \ 14 +# ++ ++++ If + — + + I } + + # + + + �Ew 1 f 2" I + ++ +# +++ + ++ +: +: 1 LIVE AK I + + + + + t + + + + \ + +++ +++ + + II }++ I l 11 GAL. RED-TIPP + PHOTINIA SHRU +'+'+ I I+ + + +++. a + + + + + + { + + 1 I + 23 -0" INEW 1 1/2" i3 _ LIVE OAK , 5 I 1 I4 1 I {+4 1 TRUNCATED f r DOME PC + +` RAMP, TYP. '+'� {+{`+ �- 1101JUMENT SIGN (NIC) L { I HAT CH INDIA TES EXTENT OF GRACE If ICE & WATER SHIELD -- ( PAINTED DIRECTIONAL p6 I E APROWS, TYPICAL I` I 4" WIDE PAINTED f- I I I STRIPES 0 LIGHT POLE •'�'+ RE: ELECT PICAI_ + + a OPAWiNGS; PE: ++++ +`+a F+++}+ DETAIL 4/A6.3 +y+}` ` I FOR BASE, TYP. .+# '++ DEMO EXISTING SIDEWALK AT NEW DRIVE } 2 REMOVE EXISTING + A 1.2 WOOD SIGN & PETUPN } ' --- - _— TO NE �1GEo0 � + + }+ + + +++ f 4.+ +++ I • } 20 -0 O }`+�� }+f it % y NEW 1 1/21, LIVE OAK NEW METAL "DO NOT ENTER_" SIGN OrJ 4" i'1ETAL 0 +- 2 ~ A1.3 +- fq +}+y PAINTED AQROWS, DIRECTIONAL TYPICAL -- --i - CRASS +`.I AREA ` I 4" WIDE PAINTED --i - - STRIPES } + + # + + + O ++ + + + I h + - i aBa�,Ii"4 20'-0" 20'-011 4 �^ APA;+ } I+ ` L3 + - + ` 1-3GRASS I AREAt + + — m + + 7 i GAL. RED -TIP - -D ',+' _ y PHOIINIA SHRUB +` r 4" EMPTY CONDUIT 2 `+ `* W/ PULLSTRING A1.3 (ATM TO SERVER_ SI) 107) 0 }. 1 ROOM } s , 20'-0" } + +_ + NEW 1 1/2" + } +' } a V + + + + + + } a }�+ + `{+ LIVE OAK '+ + + + } } ,r`: `+ } b`+ } + . + + + + + + + + + + + + + + + + ,. NEW 1 1/2" � NEW I I/2" I GAL. PEP -TIPPED NF'# I I/2_" + LIVE OAK LIVE OAK PHOTINIA SI-IpUBS LIVE OAK +;+♦+++` vj ++] I+ + + + 4 . + i3 + + + +` + + + + 4 4 + + + + + + + + + +++ + I+ + + + + + + ♦ + + 4 + + + + +++++++++++++++ + + + + + + + + + + + + + +++++++++++++++ +++++++++++++++ +++++++.}+++++++ + + + { i + ♦ + + + + + + + 9 + + + + + + + ♦ + + + + + 4 + + q I I o � 6/24/05 PERMIT REVISIONS 5/13/05 ISSUED �; �= /ISaGti �.%�`_ ��_r'—ir--�•.� ?E--—DESr�;FT'�, N�,�� 517E F=L /4N AU SALE: 1/16' = 1'-0j1 MAC-0501 FILE A i-2SITE.DWG SCALE NOTED DR41-Ui lCs COPYRIGHT 2005 TUPHER PARTNERS ARCHTC-CTUPE, LLP. ALL P_K'PTS PESEPVED. CAE1 IT UNION - LA FOB I E EAlL-AfR� EC>- [T5 FAN Al I