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HomeMy WebLinkAboutDrawingsLandscape calculations NOTE: Required Landscaping 100% coverage of groundco er, de. rat ve paving, POINT CALCULATIONS decorative rock, or peren iial Orris is required in parkingDURAND-HOLLIS ROPE ' lot islands, swales and d ains9e areas, the parking lot T` site Area- 27,386.; (27,386 / 1000 x 30) = 822 Points, ' ARCHITECTS, INC. setback, right3-of-way. d j cent property disturbed suffer -- REQUIRED 14603 HUEBNER R11). €- during. construction._ streetscape -- Frontago is less than 50' on Texas Ave. BUILDING 18 TOTAL POINTS REQUIRED 822 POINTS r, SAN ANTONIO, TEXAS 78230 CANOPY .TREE REQUIREMENT 822 Total Points x 50%,= 411 Total Points Required TEL. 210 308-0080 80 BUFFER YARD RMZREAEt�j' (C -1:R-6) REFERENCES: FAX. 210 697-3309 city of coll stadon.- :// ci.00 t ation.tx.us/ate eMAIL OFFICE@DHRARCHITE S.COM 110" 25 5 2" canopy Trees Requi red •°• �" �+ I- �� � 3� ' Tom AM university: htt wfiod Il re.tmo. :7MYLirbanloWscapapuidttFina � / 3 S.Gal. shrubs Required I Existin 9 Landsc in REVISED ISSUE DATES: aP 0. ; I I No Existing vegetation to be Claimed 1 �I Proposed Landscaping a NEW CANOPY TREES (container) t i 12 a 150 Points C2.5- Cal.) 1,a00 Point/ 3 NEW CANOPY TREEScontainer C ) ' II 5.,CeuFFER )e 150 Points (2.s" cal.) 750 Points I I SHRUBS. or C 5 allarger) 9 119 @• lO Poi t n s 1260 Points " MG 12 3 Gal. Muh1Y Grass (tMuhlenbergie 1lndhelmeri) 10 120 24 night lsl ht Min.. Rooted. Full SHRM 5 1. or larger) g ( 9e PG 11 Grass cortaderia selloana 'Pumila' " 37 aWFFE0 a 10 Points 370 Points 5 w1. Pa■pas ( ) 1p 13A. 36 Height M1n.. Rooted. Pu11 - ZN 43 5 Gal. Indian Hawthorn (Raphiolepsis indica 'clara') 10 430 36" "eight Min., Rooted, Hull DY 0 32 3 Gal. Dwarf Yaup. on Holly (ilex vomitoria : Nana) 10 320 24 Height min.it Rooted Full FG ' ' � 12 3 Gal. Purple Fountain Grass (Pennisetumrsetaceum Rubrum) ::10 120 36 Height Min. Rooted Full RY 23 3 Gal. Red Yucca (Hesperaloe parviflora) `+' 10 230 24 Height Min., Rooted, Full it Ground cover/vines z 3 A3 925 1 Gala Asian jasmine (Trachelos ermum asiaticum) 0 0 p _ � .Full, 12 :gunners, min. 18 o.c. LM 1. 650 1 Gal. Liriope (Liriope muscari) Or Full, -12" Height min.16" o.c. C3 328 1 Gal. 3apanese Garden 3uniper (3uniperuslprocumbens) 0 0 Full, 12" Height min. 24" o.c. TOTAL 4180 Points fi 3" Min. size washed cobble stone Riprap- 1500 square Feet -Min. 4" deep with geotextlle fabric as mulch or ground cover Mossrock Boulders- Minimum 36"x 24"x 24" L SYMBOL LEGEND .ey Sym Qty Size Common Name (Botanical Name) Port Points Comments , value Canopy Trees CP(D6 2.5" Cal. Chinese Pistache (Pistachia chinensis) 1501. 900 10/12' Ht., 31to 4' sp., Matched 51-0" Clear Trunk Min., Container to 5 2.5" Cal. Bur oak (Quercus macrocarpa) 150 750 10/12' Ht.. 3/4' .. Matched X 61-V clear Trunk Min.. container CE x 4 2.5" Cal. Cedar Elm (Ulmus crassifolia) 150 600 10/12' Ht., 3/4' Sp., Matched I � Z 6 -0 clear Trunk Min., Container _• 0 so 2 2.5" cal." sawtooth oak (Quercus acutissima) 150 300 10/12'.Ht., 3/4' sp., Matched 6'-0" clear Trunk Min., Container shrubs W TL 14 15 Gal. `texas Lilac vitex (vitex agnus-castus) 10 140 6/8 Ht., Multitrunk Balanced 'Montrose Purple' 31-0" Clear Trunk Min., Container l KR 9 5 Gal. Knockout rase atria x Redrazz) 10 90 36N Height Min., mantled Full 9 r Fly 7 10 Gal. Foster's Holly Ilex attenuate Fosters Y (Z ) 10 70 • 4d Might Min.. Rooted, Full Landscape calculations NOTE: Required Landscaping 100% coverage of groundco er, de. rat ve paving, POINT CALCULATIONS decorative rock, or peren iial Orris is required in parkingDURAND-HOLLIS ROPE ' lot islands, swales and d ains9e areas, the parking lot T` site Area- 27,386.; (27,386 / 1000 x 30) = 822 Points, ' ARCHITECTS, INC. setback, right3-of-way. d j cent property disturbed suffer -- REQUIRED 14603 HUEBNER R11). €- during. construction._ streetscape -- Frontago is less than 50' on Texas Ave. BUILDING 18 TOTAL POINTS REQUIRED 822 POINTS r, SAN ANTONIO, TEXAS 78230 CANOPY .TREE REQUIREMENT 822 Total Points x 50%,= 411 Total Points Required TEL. 210 308-0080 80 BUFFER YARD RMZREAEt�j' (C -1:R-6) REFERENCES: FAX. 210 697-3309 city of coll stadon.- :// ci.00 t ation.tx.us/ate eMAIL OFFICE@DHRARCHITE S.COM 110" 25 5 2" canopy Trees Requi red •°• �" �+ I- �� � 3� ' Tom AM university: htt wfiod Il re.tmo. :7MYLirbanloWscapapuidttFina � / 3 S.Gal. shrubs Required I Existin 9 Landsc in REVISED ISSUE DATES: aP 0. ; I I No Existing vegetation to be Claimed 1 �I Proposed Landscaping a NEW CANOPY TREES (container) t i 12 a 150 Points C2.5- Cal.) 1,a00 Point/ 3 NEW CANOPY TREEScontainer C ) ' II 5.,CeuFFER )e 150 Points (2.s" cal.) 750 Points I I SHRUBS. or C 5 allarger) 9 119 @• lO Poi t n s 1260 Points " MG 12 3 Gal. Muh1Y Grass (tMuhlenbergie 1lndhelmeri) 10 120 24 night lsl ht Min.. Rooted. Full SHRM 5 1. or larger) g ( 9e PG 11 Grass cortaderia selloana 'Pumila' " 37 aWFFE0 a 10 Points 370 Points 5 w1. Pa■pas ( ) 1p 13A. 36 Height M1n.. Rooted. Pu11 - ZN 43 5 Gal. Indian Hawthorn (Raphiolepsis indica 'clara') 10 430 36" "eight Min., Rooted, Hull DY 0 32 3 Gal. Dwarf Yaup. on Holly (ilex vomitoria : Nana) 10 320 24 Height min.it Rooted Full FG ' ' � 12 3 Gal. Purple Fountain Grass (Pennisetumrsetaceum Rubrum) ::10 120 36 Height Min. Rooted Full RY 23 3 Gal. Red Yucca (Hesperaloe parviflora) `+' 10 230 24 Height Min., Rooted, Full it Ground cover/vines z 3 A3 925 1 Gala Asian jasmine (Trachelos ermum asiaticum) 0 0 p _ � .Full, 12 :gunners, min. 18 o.c. LM 1. 650 1 Gal. Liriope (Liriope muscari) Or Full, -12" Height min.16" o.c. C3 328 1 Gal. 3apanese Garden 3uniper (3uniperuslprocumbens) 0 0 Full, 12" Height min. 24" o.c. 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VOLUME 155,: PAGE ,376. - 1900 0 i GONCRETE ° LM 50) n / - �7•° PRNEWAY 338.29 Som .. 2 •°� doe ° DUMP3T6R i 339.35 " CONCRETE TC : + 339.05 + + _FH( {n ) J ' .�..j CI`� 336.80 DRIVEWAY - RY 3 TC 340.40 PADS EWAY O`AR • LMJ210 FH 2 _GEORGE c. MARiAPi C. cwEN, AJ210 RY 5 TC 34020 I TRUSTEES CJ (145) BOULDERS (3) RIPRAP (23 SF) X FG (2) e'SCREENWJ 106 POPLAR STREET TC 33 . CE 4 SO 1 35F3-5 + . RY (5) WALL LOT `3, PORTION OF LOT 7 ( ( DY (5) TC 340. I A STRONG ITIONF"-C-33-9.70-1 f - a 6"E -'`~� THIS DRAWING IS PROVIDED AS All INSTRUMENT OF SERVICE BY THE VOL ME 155, PAGE 37�7� .3 9` P0 ED �~ ARCHITECT AND IS INTENDED FOR USE ON PG (8)' `� 59.3 Wim. -- U SITE BENCHMARK (,P (4) I C ARK # THIS PROJECT ONLY. THE DRAWING `' f t, g 'Y' CUT ON CURB U ' REMAINS AND SHALL PROPERTY OF ED TO HIM/HER RY (5) �, '- -- ELEVATION = 338.1 UPON COMPLETION OF THE CONSTRUCTION DY (4) _ �`. WORK. PURSUANT TO THE ARCHITECI ,URAL LM (90) WORKS COPYRIGHT PROTECTION ACT OF ( TC 340. C 339.90 / , � r IH 24 S °0 1990, ALL DRAWINGS, SPECIFICATIONS, ( µ ,. ° ... _ x <:...,_ . _ ,. w _ - c IDEAS AND DESIGNS, INCLUDING THE TL (%( i OVERALL FORM, ARRANGEMENT AN, ( $ID (i COMPOSITION OF SPACES AND ELEM NTS APPEARING HEREIN, CONSTITUTES I IE O P ANY REPRODUCTION ®KSE.TOR . DR LO URE RIPRAP (625 SF)P4 OF INFORMATION CONTAINED HERE" WITHOUT PRIOR WRITTEN CONSENT OF' THE SS ARCHITECT IS STRICTLY PROHIBITED. --- - ---- ©2009 RIPRAP (421 SF) SS SS SITE BENCHMARK #1 PROJECT NO., 08-Q98 "X" CUT ON CURB ELEVATION = 339.59 FEET ISSUE DATE: 03.0409 , DRAWN BY: AJC AT n /� REVIEWED BY: GTS/ JC 01 LANDSCAPE PLAN t- L A N PROJECT ARCHITECT: GABRIEL DURAND-HOLLIS, FAIA Refs None Scale 1'=16' North - TEXAS LICENSE NO. 1 Of 81 Notes Verify all dimensions before construction. ov Py lob TOTAL LANDSCAPE AREA 4,280 SQUARE fEET RAINWATER DEMAND PLANT COEFFICIENT = MEDIUM PLANT USE 0.50 MONTH ET RATE PLANT NEEDS GALLON PER WATER DEMANDS IRRIGATION NOTES. 1� d DURAND-HOLLIS RL PE ARCHITECTS, INC 14603 HUEBNER R 1). BUILDING 18 SAN ANTO N 10. TEXAS 78230 TEL. 210 308_OD8b FAX. 210 697-3309 eMAIL OFFICE@DHRARCHITECITs.com REVISED ISSUE DATES: VTQ el Ve 0C y I OUW UkA 1-1 90. on system s ouku not, exceed eet per second 01 11.)AII drip zones shalt each have a manufacture approved filter and a manufacture approved . . . . . . . . . . . . ------ ------- PIP, :_S� 81, V�VIRING LATER NL LINES-CLAISS 200 DO NOI EX,!CEE 5 EET PER SECOND VELOCITY SCH40 F", N IINE SCH40 FEVE - SEE PLXI 4 LOCAT'10 S FOR SIZE COOK NATE V fITH RAINAGE PLAN P EN ANE I MA RK LOCATION 18 GAU(',E M.UL 1 -STRAND OR 16 GAUGE SINGLE rR=' IWIR�E ACCEPTABLE AS LONG AS RATE ) FOR t11NDERGROUND USAGE. USE DRI- PLICE 11 011111 �NECTORS ON ALL CONN 1IONS SUBSTITI TIONS 4 �RE, kCCEPTABLE SO LONG AS THE Y ARE R !VED BY THE LANDSCAPE ARCHITI CT 2 9 2 R �ff �Wa MM 12.)A(l drip tubing shalt be a pressure compensating Intine tube eh*Itter system. 13.)Att drip Irrigation shalt be Installed to a minimum 2' depth or under. mulch and held with staples every 4'_6' and at every fitting In the drip tubing. 14,)Att ' drip Irrigation sh(itt be Installed a minimum of.'V off of planting area edge. -15,)Onty one automatic control valve shalt be Installed per valve box, 16,)At( underground wiring connections shalt have a UL -approved 'drI-splIce' wire cap connector. every 4'-6� and at every fitting In the drip tubing. 17.)A It wiring shalt foe tow voltage UL approved for direct burial cable. K IU'm­5T1T_ m 577FTFTT FTORZII��' V"Ift-4 WM- Ore IRRI'. ATI 4 FERENCE QN0HES) PNOHES) SQUARE FOOT (GALLONS) 2008 IN BRAZOS COUN 1-urriga tion. in I exas is regula ted by the I CEQ located at P.O. Box 1-308 7, Aus-I;In,TX 78711. Ct RRENT CLIMATE CONDITIONS WILL REQUIRE MONITORING AN�) M) NAPEMENT OF SCHEDULE. 2. REFERENCES FOR IRR16 MON RMI. ILAS & DATA: 2.)Att Installation and desIg*n shalt be In accord with Ch 344 of the. Texas Water Code and Mamim"A zffiafi) ALL CLIMATE DATA AND THE JANUARY 2.2 L Technidd Carnprion Gtkb Lff-OW;: 2W3.1 Q ir governed by the TCEQ, 3.)1 rrigatlon system shalt be Installed by an Irrigator. license Issued Notdkn USA Landmae and TIf DIIIItli p, 2W9. 17 1 ah 20 FEBRUARY 2.71 1.355 0.845 3818.8 with a valid by the State Texas Implemented Rdriwater Aqffe Edemb -4hiW/fidnivii�, 111;' Tom AM xn"dut-. I Udmilly. MARCH 4.22 2.11 1.314 5623.92, of and according to local and state, codes, r�es tions & tric RESULTING CALCULATIONS APRIL 5.2 2.0 WN.6 regulations 4.)A reduced Pressure Principle Back Flow Device,* Or a Double Check Back Flow Device Installed MAY 8.25 3.125 1.95 8346.0 and tested as per City Ordinance 2394. 11.1i, JUNE &Be 3.446 2.15 9202.0 5,)IrrIgatIon system shalt have a proper backf tow device approved by local and state codes* ARE BASED ON AVERAGE HISTORIC JULY 7.1 3.55 2.012 9487.4 Ins -tatted and tested by a licensed BackfLow Tester with a valid license Issued by the State of Texas. AUGUST 6.85 3.425 1114 9159.2 All sleeves shown are the responsibility of -the Landscape Contractor and shalt be. Ins -tatted DATA, SEPTEMBER 5.6 2.8 7447.2 and marked at the time of concrete Installation, OCTOBER' 4.3 2.15- 1.34, 5735.2 T)An automatic Irrigation timer shalt be Installed according to systemneeds and In accordance NOVEMBER 1.4 0.87 3723.6 with manufactures specifications.. DECEMBER 2.2 1.1 MOM 2933.1 8,)A rain/freeze sensor shalt foe Installed In accordance with man tions. ufactures specif Ica 9.5AU drip tubing within the system shalt be Installed using the 'grId' spacing method with 18' row YEARLY 56.32 28.18- 76120.92 spacing and 18' spacing with press . ure compensatin g emitters at .04, gallons per hour each, j n NAII _11� 1 14. _141 i- 4. 1 1 .4.1 1� d DURAND-HOLLIS RL PE ARCHITECTS, INC 14603 HUEBNER R 1). BUILDING 18 SAN ANTO N 10. TEXAS 78230 TEL. 210 308_OD8b FAX. 210 697-3309 eMAIL OFFICE@DHRARCHITECITs.com REVISED ISSUE DATES: VTQ el Ve 0C y I OUW UkA 1-1 90. on system s ouku not, exceed eet per second 01 11.)AII drip zones shalt each have a manufacture approved filter and a manufacture approved . . . . . . . . . . . . ------ ------- PIP, :_S� 81, V�VIRING LATER NL LINES-CLAISS 200 DO NOI EX,!CEE 5 EET PER SECOND VELOCITY SCH40 F", N IINE SCH40 FEVE - SEE PLXI 4 LOCAT'10 S FOR SIZE COOK NATE V fITH RAINAGE PLAN P EN ANE I MA RK LOCATION 18 GAU(',E M.UL 1 -STRAND OR 16 GAUGE SINGLE rR=' IWIR�E ACCEPTABLE AS LONG AS RATE ) FOR t11NDERGROUND USAGE. USE DRI- PLICE 11 011111 �NECTORS ON ALL CONN 1IONS SUBSTITI TIONS 4 �RE, kCCEPTABLE SO LONG AS THE Y ARE R !VED BY THE LANDSCAPE ARCHITI CT 2 9 2 R �ff �Wa MM 12.)A(l drip tubing shalt be a pressure compensating Intine tube eh*Itter system. 13.)Att drip Irrigation shalt be Installed to a minimum 2' depth or under. mulch and held with staples every 4'_6' and at every fitting In the drip tubing. 14,)Att ' drip Irrigation sh(itt be Installed a minimum of.'V off of planting area edge. -15,)Onty one automatic control valve shalt be Installed per valve box, 16,)At( underground wiring connections shalt have a UL -approved 'drI-splIce' wire cap connector. every 4'-6� and at every fitting In the drip tubing. 17.)A It wiring shalt foe tow voltage UL approved for direct burial cable. K IU'm­5T1T_ m 577FTFTT FTORZII��' V"Ift-4 WM- Ore IRRI'. ATI 4 FERENCE 1. WATER SCHEDULE BASE ) ON RST CASE HISTORICAL DATA FOR 2008 IN BRAZOS COUN Y, 71 Ct RRENT CLIMATE CONDITIONS WILL REQUIRE MONITORING AN�) M) NAPEMENT OF SCHEDULE. 2. REFERENCES FOR IRR16 MON RMI. ILAS & DATA: Cwff ftd Irdgaffan Desbner Refte�� Mamim"A zffiafi) 21W AWM 13dwakim To= J)AUMJMM "Jai%mp L Technidd Carnprion Gtkb Lff-OW;: ry. Cay, 1* Q ir Hun'twiridusirkm 2W. Notdkn USA Landmae and TIf DIIIItli p, 2W9. 17 1 ah 20 -4f1t1W/AvWW.n 0 Lij Harvatsystiffm 2WR 3 4hmxlfwwwjdn Rdriwater Aqffe Edemb -4hiW/fidnivii�, 111;' Tom AM xn"dut-. I Udmilly. 3 Mar. 2W9 (y n VALVE #4 1 Ir ROW SPACING x 1 Ir DRIP SPACING DRIP EMITFERS:0.4 GPH, 7UNNG.'69(r RAINWATER CISTERN NEIARM TLCV4-18 (3XGPM) OZ'/HOUR - 53 MIN. = 02r PRECIP �77 INSTALL NErAm Low vowmE -SEE DATA CONTROL ZONE IGT - HIGH ROW LVCZIOD75-HF SEE N07B VALVE SEE DErAILS 04,05,06,074R3 #5 I Ir ROW SPACING x I Ir DRIP SPACING DRIP EMI1TERS:0.4 GPK TUBING:23& NErAnmTLcv4-ia0zGPm) I" MAIN LIM MAINLM I'MAINUM - ------- ---- ON 7HOUR - 53 MIN. - 02r PRECIP CONFROL ZONE Krr - HIGH now LVC11 W7"F SEE NOTES RAINWATER CISTERN DATA CONCRETE 7 SE ' E I. DErA1L3 040,06,0740 WALKWAY RAINWATER HARVESTING CISTERN PACKAGE SHALL CONTAIN THE FOLLOWING: IeN I OVERFLOW SIPHON F&I SUBMERSIBLE PUMP (GOULDS HORSEPOWER WITH BASE (11 15V), � Fig. VALVE #6 FLOATING FILTER 'g I r ROW SPACING x I fr DRI DRIP EMITTERSXL4 GPH, TUBING:5017 3P TECHNIK VOLUME FILTER NEFARM 7LCV4-18'1222GPM) �r M?, 7HOUR - 53 MIN. 025"PRECIP R ON ELECTRONIC PUMP CONTROL (11 15V) NO M 1 g �T �i Z�i g 4 IN HIGH FLOW a X 4 INSTALL NErARm Low vowmE MULTI-TITE e ENTRY AND OVERFLOW GROMMETS CONCRETE CONTROL ZONE W BULKHEAD FITTING (141 RIM- LVCZ10075-HF DRIVEWAY IN -GROUND FIRST FLUSH KIT CONCRETE OTES SEE N DRIVEWAY:. SM WAILS 04,05,06,074R3 IF CALMING INLET RAINWATER SYSTEM CONTROLLER 3 WAY VALVE cz== C== zt Install all parts mording to manulacturds spedfloationa, W, 1 00 0 IRRIGATION METER Z MERR TO PROVIDE A MINIMUM OF W 7 T 25 GOM 045 PSI PRESSURE AND FLOW HERE IS ONLY REQUIREP TO > OPERATE AuromApd FILL VALVE. FOR PAN WAIR .1-4" SLEEVE HARVESTING CISTERN CONCRETE THIS DRAWING IS PROVIDED AS N DRIVEWAY 7 BALL VALV INSTRUMENT OF SERVICE BY TH 1 I LIMPMR CONCRETE I ARCHITECT AND IS INTENDED FOR U! E ON V co PAD DRIVEWAY REMAINS THE PROPERTY OF THE ARC JITECT ROUND VALVE BOX SEE DErAIL 034.S3 AND SHALL BE RETURNED TO. HIM/ �ER FIL 'TION -4" SLE UPON COMPLETION OF THE CONSTRL EVE X 'EC WORK. PURSUANT TO THE ARCHITEC RAL V SCREENNIN IN-LINE WYE PILTER WALL WORKS COPYRIGHT PROTECTION AC1:OF LU 1990, ALL DRAWINGS, SPECIFICATIO�Si 'TO & PRESSURE.-REGUILATMO IDEAS AND DESIGNS, INCLUDING T iE OVERALL FORM, ARRANGEMENT AND INIJNE:W_ffi_EkWITH I ItESSURE REGULATOR SET AT 45 PSI COMPOSITION OF S NTS APP I NEWIM HIGH FLOW MODEL#PRV15OW2K -"CT. COPYRIGHTED WORK OF THE ARCHIT SEE DErAIL 0349 ANY REPRODUCTION, USE, OR DISCLC SURE OF INFORMATION CONTAINED HEREN WITHOUT PRIOR WRITTEN CONSENT Of THE BACKFLOW.DEVICE ARCHITECT IS STRICTLY PROHIBITED. VALVE #3 .1101 JUMBO MEIER BOX ONLY FOR ACCESS 2009. I Ir ROW SPACING x 1 Ir DRIP SPACING f USE MMWAILOI-W DRIP EMITTERS:0.4 GPH, TUBING:36T "am wk NEIARM TLCV448 (1.62GPM) 029 "MOUR - 53 MIN. = 026"PRECIP _VALVE.#1 INSTALL NETAFIM, LOW VOLUME PROJECT% NO. 08- 98 CONTROL ZONE W - HIGH ROW I Ir ROW SPACING x I 1r, DRIP SPACING LVCZIO075­HF DRIP Emffnm:0.4 GP TUNNG297 ISSUE DATE: 03.04 09 0 SIR NOTES VALVE #2 NErAwnco-is (02opm) SEE DErAILS 04,05,06,074,R3 6 ON IMOUR - 53 mK = o2r PREaP d DRAWN BY: I V ROW SPACING x I O'DRIP SPACING INSTALL NErmm LOW VOLUME DRIP WITTERS:0.4 GPK TUBING:623' LOW FLOW NUMBERS IN DICAT D IP ZON E REVIEWED BY: GTS CONTROL ZONE W JC NETAFIM TLCV-4- 8 (3.67MM) LVdIOO75­LF PROJECT ARCHITECT SEE HIGH FLOW IRRIGATION PLAN 029 7HOUR - 53 MIN. = 025PRECIP SEE NOTES INSTALL NEIARM LOW VOLUME WAILS 04,0506,074R3 LOCATIO GABRIEL* DURAND---!HOLLIS, FAIA 02 CONTROL ZONE PT Scatei LVCZ1 0075 -HF TEXAS LICENSE NO. 101181 SEE NOTES Ref,None 1&=161 No-tei Verif y all dimensions before cons-tructlon. SEE WAILS 04,05,06A74S3 North, r/00/01 V/1. 711 "ime, 0i U) U� 0 Lij (y n VALVE #4 1 Ir ROW SPACING x 1 Ir DRIP SPACING DRIP EMITFERS:0.4 GPH, 7UNNG.'69(r RAINWATER CISTERN NEIARM TLCV4-18 (3XGPM) OZ'/HOUR - 53 MIN. = 02r PRECIP �77 INSTALL NErAm Low vowmE -SEE DATA CONTROL ZONE IGT - HIGH ROW LVCZIOD75-HF SEE N07B VALVE SEE DErAILS 04,05,06,074R3 #5 I Ir ROW SPACING x I Ir DRIP SPACING DRIP EMI1TERS:0.4 GPK TUBING:23& NErAnmTLcv4-ia0zGPm) I" MAIN LIM MAINLM I'MAINUM - ------- ---- ON 7HOUR - 53 MIN. - 02r PRECIP CONFROL ZONE Krr - HIGH now LVC11 W7"F SEE NOTES RAINWATER CISTERN DATA CONCRETE 7 SE ' E I. DErA1L3 040,06,0740 WALKWAY RAINWATER HARVESTING CISTERN PACKAGE SHALL CONTAIN THE FOLLOWING: IeN I OVERFLOW SIPHON F&I SUBMERSIBLE PUMP (GOULDS HORSEPOWER WITH BASE (11 15V), � Fig. VALVE #6 FLOATING FILTER 'g I r ROW SPACING x I fr DRI DRIP EMITTERSXL4 GPH, TUBING:5017 3P TECHNIK VOLUME FILTER NEFARM 7LCV4-18'1222GPM) �r M?, 7HOUR - 53 MIN. 025"PRECIP R ON ELECTRONIC PUMP CONTROL (11 15V) NO M 1 g �T �i Z�i g 4 IN HIGH FLOW a X 4 INSTALL NErARm Low vowmE MULTI-TITE e ENTRY AND OVERFLOW GROMMETS CONCRETE CONTROL ZONE W BULKHEAD FITTING (141 RIM- LVCZ10075-HF DRIVEWAY IN -GROUND FIRST FLUSH KIT CONCRETE OTES SEE N DRIVEWAY:. SM WAILS 04,05,06,074R3 IF CALMING INLET RAINWATER SYSTEM CONTROLLER 3 WAY VALVE cz== C== zt Install all parts mording to manulacturds spedfloationa, W, 1 00 0 IRRIGATION METER Z MERR TO PROVIDE A MINIMUM OF W 7 T 25 GOM 045 PSI PRESSURE AND FLOW HERE IS ONLY REQUIREP TO > OPERATE AuromApd FILL VALVE. FOR PAN WAIR .1-4" SLEEVE HARVESTING CISTERN CONCRETE THIS DRAWING IS PROVIDED AS N DRIVEWAY 7 BALL VALV INSTRUMENT OF SERVICE BY TH 1 I LIMPMR CONCRETE I ARCHITECT AND IS INTENDED FOR U! E ON V co PAD DRIVEWAY REMAINS THE PROPERTY OF THE ARC JITECT ROUND VALVE BOX SEE DErAIL 034.S3 AND SHALL BE RETURNED TO. HIM/ �ER FIL 'TION -4" SLE UPON COMPLETION OF THE CONSTRL EVE X 'EC WORK. PURSUANT TO THE ARCHITEC RAL V SCREENNIN IN-LINE WYE PILTER WALL WORKS COPYRIGHT PROTECTION AC1:OF LU 1990, ALL DRAWINGS, SPECIFICATIO�Si 'TO & PRESSURE.-REGUILATMO IDEAS AND DESIGNS, INCLUDING T iE OVERALL FORM, ARRANGEMENT AND INIJNE:W_ffi_EkWITH I ItESSURE REGULATOR SET AT 45 PSI COMPOSITION OF S NTS APP I NEWIM HIGH FLOW MODEL#PRV15OW2K -"CT. COPYRIGHTED WORK OF THE ARCHIT SEE DErAIL 0349 ANY REPRODUCTION, USE, OR DISCLC SURE OF INFORMATION CONTAINED HEREN WITHOUT PRIOR WRITTEN CONSENT Of THE BACKFLOW.DEVICE ARCHITECT IS STRICTLY PROHIBITED. VALVE #3 .1101 JUMBO MEIER BOX ONLY FOR ACCESS 2009. I Ir ROW SPACING x 1 Ir DRIP SPACING f USE MMWAILOI-W DRIP EMITTERS:0.4 GPH, TUBING:36T "am wk NEIARM TLCV448 (1.62GPM) 029 "MOUR - 53 MIN. = 026"PRECIP _VALVE.#1 INSTALL NETAFIM, LOW VOLUME PROJECT% NO. 08- 98 CONTROL ZONE W - HIGH ROW I Ir ROW SPACING x I 1r, DRIP SPACING LVCZIO075­HF DRIP Emffnm:0.4 GP TUNNG297 ISSUE DATE: 03.04 09 0 SIR NOTES VALVE #2 NErAwnco-is (02opm) SEE DErAILS 04,05,06,074,R3 6 ON IMOUR - 53 mK = o2r PREaP d DRAWN BY: I V ROW SPACING x I O'DRIP SPACING INSTALL NErmm LOW VOLUME DRIP WITTERS:0.4 GPK TUBING:623' LOW FLOW NUMBERS IN DICAT D IP ZON E REVIEWED BY: GTS CONTROL ZONE W JC NETAFIM TLCV-4- 8 (3.67MM) LVdIOO75­LF PROJECT ARCHITECT SEE HIGH FLOW IRRIGATION PLAN 029 7HOUR - 53 MIN. = 025PRECIP SEE NOTES INSTALL NEIARM LOW VOLUME WAILS 04,0506,074R3 LOCATIO GABRIEL* DURAND---!HOLLIS, FAIA 02 CONTROL ZONE PT Scatei LVCZ1 0075 -HF TEXAS LICENSE NO. 101181 SEE NOTES Ref,None 1&=161 No-tei Verif y all dimensions before cons-tructlon. SEE WAILS 04,05,06A74S3 North, r/00/01 V/1. 711 "ime, _ I I _ t tt H P /A TYPICAL SINGLE TRUNK TREE N PLANTER EED AREAas t^ SM LANDSCAPE PLANS FOR LOCATIONS AND TYPE AUTOMATIC LINE RUSHING VALVE PLUMBED TO PVC R TECHLNECV. i ! p ' y ". INSTALL N VALVE BOX AS SHOWN IN DETAIL 05'ta NETAFIM LOW. VQLUME CONTROL ZONE ASSEMBLY GUY WRE1FMtOUGFI GARDHJ HOSETYP. tib'ZID. AREA PERIMETER INNI GRADE Ii MANTAN 4° DISTANCE FROM PeOAM ICT: wATeutNODrc�ot�sctas D U RAN D- HO LLI S U P E r F Willi TECHUNE CV NSTALLATION TOP OF ROOT BALL FROM CONTANEt GROWN TREECONFROLVAIVIE ARCHITECTS, INC. TO BE RUSH WITH PREPARED FLAMER SOB. MDC - iT x it VALVElOtt . TOP OFROOiBALL TOBEEXPOSED. \ PVCAS NEEDED OR POLY sr HE"ADER iVALV11Mttol(Cfi,Y 14603 HUEBNER D. USE AS NE®®FOR IRREGULAR LOCATIONS • 1l � , d.�r-%` I. >,I . - tow BUILDING 18 2-i" POSTS TYP.__TECHLRJE WSE TT - SAN ANTONIOPvcMANi.t'E � ( � 1 I- ( ra �TEXAS 78230a" =w- IRM r MULCH LAYER � NO - lN�iIWYVl1GMIMODB.PRV07a1�6V7C 3 WEA BARRIER FABRIC PLANTING TECFLNE CV TUBING LATERAL �a,�ri: I _ TEL. 210 308- 0 080 n BEDS WITH GROUNDCOVER PLANINGS - 3 7 -_ , ,- FYITy CNB _ IT DEPTH - ��. 1! r FAX. 210 697-.1309 -- P AR RE.tES/VACUUM R� VALVE _ -�- ,: Ii it8'ARED BEDDING SOL B/►CKFLL TIP. I I INSTALL AS HIGH POMN • I I . �..,�. - t. � - -- - eMAI L OFFICEC�D t. a1 HRARCHIT CTS:COM FULLY REMOVE NATIVE SOL TO THE SITE OF CONTAINER. _ 2. FULLY REMOVEALL CONStRUCTtON DEiRIS,TRASH, ROCKS EACH ZONE AS BaMNG CONDITIONS REaM r n C ti �•TVT T� - � I 11 � AND ANY OTHER MATERIAL GREATER T W DIAMETER. - - r INSTALL IN VALVE BOX As SHOWN IN DETAL 0415- r 12"DEPTH J.NSTALLPREviD®SOL CONTAINING - AND DIRECTION OF WATER FLOW I . 709L BLACK HUMUS. S� NOTES L31 4. DIG PLANTING HOLE WDTH 12" LARGER THAN ROOtiBAll ON ALL BOER. II- I I I I II I I .-. ...... , . , - REVISED ISSUE -D ES. a.scARTFYRoarBALt. .... ... 11- .. r ^. 6. ROOT FLARE SHALL BE EXPOSED. NICK SUPPORTS (4T � .... ��fi' _ 11 1 NOTE. _ .._•_ _ II � � � - , A 1=1 --- -- 11 III II III III _ 2 IXCAVAIESOLA3 �I� III III II II��II 11 I I III II I II , 1. CONTAINER GROWN TREE ONLY. NEED® TO ACCOMODATE TREE ROOT BALL sl ^'��•. - I 2. REMOVE CONTAINERS FROM Till£ BELE NSULLNG. : . USE PREPARED PLAN78t SOL MIX AS BACIfft1. ROOiBALL TO REST ON NA 3. TOP OF ROOT BALL TO BE RUSH WIiH TOP OF BEDDING SOL MDC �� 3 ' 4 MA)TIMUM MULCH COVER OVER ROOT BALL W. �- - NOTES. b. IRRIGATION FOR ALL BEDS 7HtLouGH LANDSCAPE To BE DRP tRRiGA7XDN `'�•=•'�-�• NATNESOL .�,.--------.,.._ l�tNLgiWWVOLiMECOMNOLAisiBYll,YIIOR - "-~�. EVBTirlk'SA110NlOtES - PVC S.FouawoRDBtofAif9raYAiS am OR F'OLYSUPPLY HEADEt ' ,, - S. ENNIREACCEC1e1ClL1ER WHEN N1TAL1mTtilOUTiH , LD OPQ�Iti . � IR RI ATI G ON DRIP ZONE 0 VALVI _ NOTES: I S. ,� : OO NCT NiTNL DMC N A H10N 1RM11C AlllA TGR USE THIS AS TEMPLATE A T PATE FOR HOW TO IRRIGATE BED LAWN N'Ri �Ii.110Ci1RAFl1C d! VO#BIB NOT 0 TO - I AREAS WITH MINIMA L SLOPE AND CO NT TNI G SCALE MULE i A N U STEM TREE PLANTING D - I I G ETAIL IN PLANTER BED RBdaTE CONRtOL - VALVE WITH DISC ii.1Et AND PRV IRREGULAR CURVES " I ( ALWAYS INSTALL ALL TECHLINE TUBING' . N$TALL N Y PARALLEL TO FACE VALVE 80l(AS SHOWN N DETAIL Q2'l.5 OF SLOPE NOT - 0 SCALE IRR LA E R GU SHAPE DRIP .LAYO T U GRID TEMPLATE NOT T SCALE - 0 TYPICAL MULiFSTEM TREE IN PLANTER BED AREA SEE FINISH G LANDSCAPE PLANS FOR LOCATIONS MIDTYt'E �E ALL ABOVE VE HKiFIT;ST ELEVATION FINISH GRADE RES MIT RING GUY WIRE THROUGH GARDEN HOSE AT EApi FIRST IN ZONE P VDED BRANCHING 1YP. 6' ROUNDSTANDARD , VALVE X BO 6' ROUND STANDARD - i I•r,�1iTe VALVE BOX �y-� E TUBING AIR RT3B�/VACWM VALVE . W TWOFN=W1lNO AMffAMGW MTNm x TfQNIDL1Np1tlKi ....., LAE FLUSHING VALVE \ 1 L rosetwslwmlLePAtI®nAMetsolt�lc i*+ �` -- I �_ - � = - I- I v - ��_ a . BELOW V " vE TiOX LD CFROOT - F - wLroeeerto�, I -I LI l= J 11 J I I TLFv _ ► - - _ _ j Ld - trvcctotJlUtxiTto s wooDe't sures rxx°x t2" wmi ca�LED r DtMtEtBt F10LE 110RGUYWIfE - �NB®FORMAMAND tN1TB11sirOMAll!®® - GUYWIIEATTHBQtD�T� OrONlYEAR I�11 _ _ BRICK SUPPORTS _ S' MULCH LAYER - T NO GEOTIXTLE W® BARREL FABRIC PLAN1HG-`�I- BRICK SUPPORTS (4) - BEDS WiTH GROUNDCOVEt PLANTINGS _ 3" DEPTH �L" !! ti I L� -) I J �I I I !" (� I GRAVEL SUMP �T{ �T 71 7TT iT TT F T t TiT1 r - - PREPARED BEDDING SOL BACKFILL TYP. I 1 f�I I I"�I I` -'I I I"`I I -I I �-"'- I : I"1--"•� I I'- I" -I I� d I I"" MN. t CU FOOT VOLUME- !� - F- I. FILLY - -- REMOVE NATIVE TO - THESIZE OF OONr C OR TECHUNE B ttT TAT 7�-� �tT ANBL PV uTT3tAl BLANK �i I,��f -" f _=-1!_�� -I I O / 4 2 FULLY REMovE ALL CONSTRUCTION DEBRIS, CRASH, Rocks ATTACH RISER To THIS PIPE I- I TIT ---I TI -T� 111�T T 111- - I I _-ITC- - 1- !- 1!- Ll AND ANY O1FEt MATERIAL GREATER THAN T IN DIAMETER, - i f 1Tf Ili -- a. INSTALL PRENDTED SOL CONTAINING BD�O SANDY LOAM TOPSOL �I -.• - _ \ J AND TOIL BLACK HUMUS. SEE NOTES LSI j-� �i _. _ F1 1 -� C -TI -1 II 4. DUG PLANiB G HOLE WID H iT'LARGER THAN ROORBAM ON ALL SIDESI - �==1l�ll! � Ll J.:a scARtFtt RoarBALL SRANtESS sTr� cL�MPs. _- I�!- =_ I=�II T r� r �T TT r� r I''-- & ROOT RINE SHALL BE EXPOS®. _ -._!� ! I I• �_ I I_ I I 1-i I IPI I_I' r - =a 1 111;-�_I 1 K iLt-� 1 -111 -I I I -I 11-1 t. i i i 11-1 11-1 I I -III -i I I I I I 1-11 I I .NOTE: - i AUTOMATIC LINE FLUSHING �-� - � G VALVE 1. CONTAINER GROWN TREE ONLY. EXCAVATE SOL AS NEEDED TO ACCOMLiDAf E TREE Roar BALL Srg : � USE PREPARED F'LAMBL SOL MIX AS tLACKFi.I, AIR RELIEF VALVE CONTAINERS FROM TREE " " NOT TO SCALE a. TOP OF ROOT BALL TO BE RUSH WITH TOP OF BEDDING SOL MDC ROaT8l11.1 TO REST ON NATNESOL 4.MA)OMUM MULCH COVER OVER ROOT BALL w g'. a. FELLATION FOR ALL BtDSTHROUGH LANDSCAPETO BE DRP LIGATION 11A11V!l0�, NOT TO SCALE . w : O I I ' I MULTI STEM TREE - PLAM1NGDETAIL IN PLANTER BED BRICK SUPPORTS `4 ORA ,. S NEEDED TO VALVE BOX NOT TO SCALE O TO FINISH GRADE NOTES.. DOUBLECHECK VALVE1. INSTALL VALVE B ASSEMBLY E OXES .LTH MI, IMUM OF 12' SPACING FEB ORAS CITY NUF UES EC F - G0 850 OR CITY APPROVED SUBSTITUTE /MA R (CATIONS REQUIRE. 11 1 - WHICH I IS GREATER. SHRUB PLANT MATERIAL TYP.1 - JUMBO METER BOX WITH L INLINE WYE FILTER WITH HOCK 2. USE ONE ITEM PER BO . EVErLYDffMMMTHEsr aUMMOFPLANTsWUM PRESSURE RE 1 VALVE PER BOX ONLY 3. USE BRICKS TO BLOC ALV BO ES AND SET REGULATOR SET AT 45 PSI EACH DESIGNATED AREA. MAINTAIN ®GE AND SEPARATION LEVEL s�ARAnoN LxsuNcss LEVEL TO GRADE. eErwL�LPuwrTrPES, NETAFIM HIGH FLOW MODEL#PRV15045V2K , OR CITY APPROVED SUBSTITUTE REMOVE HANDLES AFTER INSTALLATION 4. INSURE WORKING AC ESS T ITS FROM VALVE BOX LID W MULCH LAYEt OPENING. NO GEOTEXTLE W® BARREL FABRIC PLANTING - BEDS . STANDARD METER BOX _ oanH 1 BALL VALVE PREPARED BEDDING SOL BACKFILL 7YP. - - FINISH GRADE , LFuuYRPMovENA7ivEsoLTOTHEs�oFCONPANBt FINISH GRADE " I R D OUN .VALVE BOX EXISTING METER B ir�xt,Y�t 1'XX - fy; OX 2. FULLY REMOVE ALL CONSTIiUCiION DEBRIS, TRASH, ROCKS AND ANY OTHER - MATERIAL GREATER THAN 2' IN OIAMEtEL 1T /��r �� �l r ff✓ FINISH GRADE a. `FINISH GRADE : • \1 � \�,.`�T\`r•S\� ti �� �� \� \ NSI'ALLPREviD®SOL CONTAINING a09f SANDY LOAMTOFPSOL AND 7096 BLACK HUMUS. SEE NaIES LST � I , (-II I.-TLI 1-1_ I{=► 1) I-11I��1i 1- I I-��III - I� 4. DIG FLAMING HOLE WIDTH 12LARGER THAN RooiBALL ON ALL SIDES I - I F ascARFlr Roa1 BAIL _1- (16. RIM FLARESHALL BE DPOSEDNOTE: T-I11-� Trill- T1 . ' 1. CONTAINER GROWN PLANTS ONLY 2. REMOVE CONTAINERS FROM PLANTS LORE INSTATING. L :� 17 IT1L1J�4. IRRIGATION FOR ALL BEDS THROUGH LANDSCAPE TO BE DRP TDD�HCFCONMNNENMrAMPLAMNGMC � IT rI�-WATRMR9.cEPLANTS IN PREPARED B®ASSowN MM{alRetwlW+PNoarBAusFulYFwt®' DIRECTION OF WATER FLOW _ il- //", 1. cuwc ar^%, my ruK mpN Ta YATaT:a�- - WITH SPECIES AND LOCATION. .._...Lu� � - � �1l-41 r I I tT-t...�. •. d-: NTA CO CT LANDSCAPE ARCHITECT FOR CLARIFICATION IF NEED®. . --� -2 ...= 4 Z� ..•..,�.•. e:.�-� w: r' �" - .�..... ... ........- ,r -a ...w .. - ..� 7 4•. -rrt --CVT.-_ r , r r III --i I� TTL --I � i - ,... Y-. Lr ,,MM'' III f I I""I I I-jjj I it - - III ( - ••I _L 1C �1 ••� �. - - �I - �.r _ - 11 �•- I_ - _ :a = Imo. - - - _ - -Tf -- �_��-' - LII _ r L1�1-l1l- i-i=-�-_ LII I x.11 1I1=11JT .1lJ. i i - ll 1J.L --- 1=11 1 = = I_I .I�I.. 1I11lll -11111 --- l.._ L.�-1 - I���� 111 111 - - .- 1I=I-11II =11- I-1 1= _ I _I -I__ II - _ lll ll J. 1.111.! -!L --1J. �� r r --11... ...!•- -1 Iv 1- I�� L!-Z�-II-- _1 11. 1L�-�1--I..I_- - -LJ-ll L_�111 E L llI�111 I S CTION. GROUND COVER PLA �� ,• ! 111 1--- - - - - PLANTING J.L! �. � �1r--11 �_--� .!- 1�=�J-vIill! -1-I �Tfl'�"Tfi T7T TI fl _ . T�J--_� --: __-�___ I I Il I TT!TC I rI I II I I Illi - - - -_-_ �- LTi rl=�! 1-i�:.i! IT - - �.L 1I __ _ - --- - - - ��ff! Tff _ - - 1f( !TI TiT .� . �.T.��_ J , __-L•� lIl: ��T=� �- -�11 L( .1I ,� -.1 � -f(T- .� I �--- _ .� �..- _ _ _ t „ �11Eu,_ 111 X11, � T1�LL1!LTa, LTi- NOT TOSCALE - �. , � � 1 „ i-�-T -� = - r DIR a" MULCH LAYER NO GEOTEXrLE WEED BARRIER FABRIC N PLANTING BEDS WITH GROUNDCOVER PLANTINGS.,. INLINE WYE FILTER - DOUBLE CHECK VALVE ASSEMBLY MANUAL SHUTOFF VALVE . ., : WATER METER PREPARED BEDDING SOL BACKFiLL TVP. r % / •!�%�, / I. FILLY REMOVE NAWE SOL TO THE DEPTH OF IS, BROW nANTEi . 1Tt�1 »Tl=i f ` EDGE THROUGHOUT ENIM PLANiE:. �1L1-� 1LI� 2. FULLY REIAOVE ALL CONSTRUCTION DEBRIS, TRASH. ROCKS I- AND ANY OTHER MATERIAL GREATER THAN z N DIAMETER. _ a. NSTALL PREMD® SOL CONTANNG W%SANDY LOAM 1IOPS01 _ _ AND SLAC 4. 70N I HUMUS. SEEN LO LSI _ POINT OF CONNECTION a. TOP OF SBOLL N PLANT CONiAR'18t SHAIL BSE ATTOP NOT T OF PREPARED ROWEtB®SOL a. SCARIFY Roar BALL0 SCALE NA71VE SOL SECTION TYPICAL PLANTER BED MIX AND SOIL STRATA NOT TO SCALE I1^ •..M.. .. .LNG 1 I - p : r .< V e 0 s. .c E V4. St 1 . = _ _ THIS DRAWING IS PROVIDED AS INSTRUMENT OF SERVICE BY TH ARCHITECT'AND IS INTENDED FOR U E ON THIS PROJECT ONLY. THE DRAWL,G REMAINS THE PROPERTY OF THE ARC ITECT �I AND SHALL BE RETURNED TO HIM HER UPON COMPLETION OF THE CONSTR 'TION . i WORK. PURSUANT TO THE ARCH(TE U RALTI OF WATER FLOW WORKS COPYRIGHT PROTECTION AC: OF 1990 ALL DRAWINGS, SPECIFICATI NS, IDEAS AND DESIGNS INCLUDING E - OVERALL FORM, ARRANGEMENT A D COMPOSITION OF SPACES AND ELE ENTS APPEARING HEREIN, CONSTITUTES •HE COPYRIGHTED WORK OF THE ARCH -CT. ANY REPRODUCTION, USE, OR DISCI SURE OF INFORMATION CONTAINED HER IN WITHOUT PRIOR WRITTEN CONSENT 0 THE ARCHITECT IS STRICTLY PROHIBITED. © 2009 i PROJECT NO. 08-098 ISSUE DATE: 03i0 09 DRAWN BY: AJC AT III -- REVIEWED. BY: GTS/AJC PROJECT ARCHITECT GABRIEL DURAND-HOLLIS, FAIA TEXAS LICENSE NO. 10881 i I i GENERAL NOTES: SI E. SPECI IC hLO-TES. 1 - CONTRACTOR IS TO VERIFY THE EXACT TING LOCATION AND VERTICAL POSITIONING OF EXIS UTILITIES AND SERVICE LINES WITHIN THE PROJECT AREA, WHETHER SHOWN ON PLANS OR NOT, 1. RIS SITE IS NOT LOCATED IN A FLOOD HAZARD AREA ACCORDING INSET A AT LEAST 48 HRS. PRIOR TO ANY CONSTRUCTION . COMMUNITY CONTRACTOR IS RESPONSIBLE FOR ANY TO T IE FI.R. PANEL NO. 48041CO144C AND DAMAGE DONE TO EXISTING FACILITIES. CALL 1-800-DIG-TESS. 4804 C01 42C E CTIVE FEBRUARY 9. 2000. 2. ALL RADII AND DISTANCES ARE MEASURED TO THE BACK OF CURB IN THE PARKING AREA, 2. B 4RING S STE SHOWN HEREON IS BASED ON GRID NORTH AS EXISTING AND TO THE EDGE OF PAVEMENT IN ALL OTHER AREAS UNLESS OTHERWISE NOTED. ESTA LISHED 0 GPS OBSERVATION. DURAND-HOLLIS URIE co 8" WATERLINE ARCHITECTS, INC. I I 1 1 3. ALL SITE WORK IS TO BE DONE IN CONFORMANCE WITH THE BRYAN/ COLLEGE STATION 2008 3. Pf OPOSED BUILID,I,NG A IS 1 STORY, 30'-0" HIGH, 9,700 SF AND EXISTING FIRE STANDARD SPECIFICATIONS FOR WATER, I SEWER, STREETS, SIDEWALKS, SWPPP, & DRAINAGE. FF=3 0.70. 14603 HUEBNER RD.! 6"X90* BEND HYDRANT 4. ALL U11LJTY LINES (WATER, GAS, SANITARY SEWER, VERIZON. STORM SEWER, ETC.) SHOWN ARE BUILDING 18 & GATE VALVE TAKEN FROM BEST AVAILABLE RECORD INFORMATION BASED ON CONSTRUCTION UTILITY MAP BAR\ R=3 SAN ANTONIO, DOCUMENTS OBTAINED FROM THE CITY OF COLLEGE STATION & INDEPENDENT AGENCIES AND/OR ABOVE GROUND FIELD EVIDENCE. -BUILT CONDITIONS. TEXAS 78230 SHOWN POS11IONS MAY NOT REPRESENT AS 6 6. LANDSCAPING & ANALYSIS IS PROVIDED ON THE LANDSCAPE PLAN. X -00 TEL. 210 308 FAX. -33( BARS 0: 186 O.C; 210 697 7. ALL PARKING SPACE DIMENSIONS ARE SHOWN IN THE PLAN. )9 eMAIL 0MCE@DHRARCHfrECTS.00M 8. THE TOPOGRAPHY SHOWN IS FROM FIELD SURVEY DATA. CURB AND PAVEMENT DETAIL 9. MINIMUM 13UILDING SETBACKS SHALL CONFORM TO THE REQUIREMENTS OF THE CITY OF nrm SWn0N ms COLLEGE STATION CODE OF ORDINANCES EXCEPT WHEREVARIANCES HAVE BEE14 OBTAINED. X 6" IN FIRE LANES AND REVISED ISSUE DATES: THE DUMPSTER AREA INSTALL NEW FIRE 10. ALL CLEANOUTS, MANHOLES, VALVE BOXES OR OTHER. APPURTENANCES LOCATED IN IN ALL OTHER AREAS HYDRANT & VALVE PAVEMENT AREAS ARE TO BE FLUSH WITH THE FINISHED. SURFACE AND CONSTRUCTED WITH CAST 5 Al [RON FTTTINGS. RELOCATE EXISTING (SEE FIRE HYDRANT 2 11. THE CONTRACTOR SHALL COMPLY FIRE HYDRANT & EXISTING ASSEMBLY DETAIL, WITH THE SEDIMENT AND EROSION CONTROL PLAN DURING P1 j ARKING ANALYSIS REMOVE EXISTING CONSTRUCTION. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL 13E SEEDED OR SODDED 3 GATE VALVE ELECTRICAL PAVEMENT & REPLACE W1-02, ON SHEET W) AND THE AREAS MAINTAINED UNTIL VEGETATION IS ESTABUSHED. THIS PROJECT IS REQUIRED TO A TRANSFORMERS: COMPLY WITH THE TCEQ, TPDES CONSTRUCTION GENERAL PERMIT NO. TXR150000. REC UIR D PARKING (REFER TO DETAIL 4 41' OF 1" WATER ST4-01 ON SHEET ST) 12. PARKING LOT STRIPING OTHER THAN FIRE LANE STRIPING SHALL BE WHITE. ALL STRIPING 97( )SF REAL, ESTATE OFFICE SERVICE (BORED) MATERIALS AND CONSTRUCTION SHALL CONFORM To TEXAS DEPARTMENT OF TRANSPORTATION EXISTING (TXDOT) STANDARD SPECIFICATIONS FOR CONSTRUCTION OF HIGHWAYS, STREETS. AND [-PUBLIC 12" zi, wm z L -M I. -M zt-m z I, ITEM 666, TYPE 2 MARKING MATERIALS. BRIDGES, 1 E :1ACE PER 250 SF z I, -:-m ER LINE 13. ALL PAVEMENT TYPES WIH COMPLY WITH THE SITE DESIGN STANDARDS. PADES REQUIR 39 ED TOTAL PAVEMENT DEPTHS: 6" LIME STABILIZED SU13GRADE V41TH 6- CONCRETE PAVEMENT IN FIRE LANES AND TRASH DUMPSTER AREA, AND 5" IN AH OTHER LOCATIONS. H NDICAP SPACES REQUIRED (SEE PAVEMENT PLAN) �A EXISTING 8" REPLACE CURB & 14. THE CONTRACTOR SHAH BE RESPONSIBLE FOR THE CONTAINMENT AND PROPER DISPOSAL OF LACE CURB & SEWER FL=330.15 GUTTER SECTION SITE BENCHMARK # 1 ALL LIQUID AND SOLID WASTE ASSOCIATED WITH THIS PROJECT. 'PRC ED PARKING: CD X$1 THE CONTRACTOR SHALL USE Pos GUTTER SECTION 6" SERVICE FL 330.32 AT OLD )RIVEWAY PUT-QN-4_ ALL MEANS NECESSARY To PREVENT THE OCCURRENCE OF WIND BLOWN LITTER FROM THE -S PROJECT SITE. AT OLD D I E S S S -S -S S ELEVATION 339.5.9 FEET 35 PACES PARKING 15. WASTE STREAM FOR THIS ------- S PROJE I CT IS NORMAL DOMESTIC WASTEWATER. E DICAP PARKING z -M EXISTING �2 ;PACE HAN r 5---72 LF OF SEWER r(�l �6 DEMOLITION/ 'ONSTRU -SITE REQUIRED TO PROVIDE CONTAINMENT FOR WASTE, SEE INSa A------ S GAS CTION WASTE GUTTER TO LINE \PJWR TO, AND DURING, DEMOLITION/CONSTRUCTION. SOLID WASTE ROLL -OFF BOXES/METAL 37 ;PACE TOTAL REPLACE /--DUMPSTERS SHALL BE SUPPLIED BY CITY OR CITY PERMITTED CONTRACTOR. P POSED 5 S LK X PR5P=ED 1 3/4" WATER METER (V66.� THE .5' SETBACK ON THE NORTHEAST PORTION DOES NOT N Sv EED TO BE A 15' SETBACK S 9.0, E THE ADJACENT PROPERTY IS CURRENTLY VACANT. SIDEWAL AND BOX t yo?v i EXISTING DUVE-01MI WATER SERVICE 17. ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPTIVIENT SHAH BE SCREENED FROM VIEW SITE BEN HMARK #2 OR ISOLATED SO AS NOT To BE VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL WATE EMAND X "X" CUT 0 (TO BE REMOVED) 25' FRONT SETBACK LINE DISTRICT WITHIN 150' OF THE SUBJECT LOT, MEASURED FROM A POINT FIVE EET ABOVE GRADE. MI IMU 0 GPM I I V CURB RAMP 01 0" SUCH SCREENING SHAH BE COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE TO --RAG ELEVATION 338.16 FEET MAINTAIN A UNIFIED APPEARANCE. G 6 CMU FENCE M) AN 15N, 4 GPM KIMUM (PEAK) 16 GPM 121 GAS -41 W/ WOODEN GATES 3pt" D)MESTIC.WATER METER < 18. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.10 OF ADA THE UNIFIED DEVELOPMENT ORDINANCE. THE LIGHT SOURCE SHALL DUMPSTER NOT PROJECT BELOW AN - ;EWER DEMAND OPAQUE HOUSING AND NO FIXTURE SHAH DIRECTLY PROJE CT LIGHT HORIZONTALLY. FIXTURES 90% OF WATER DEMAND) Mf PAD WILL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS RAGE ER 1. . . .. * 3.6 GPM/5,184 GPD ANY PROPERTY LINE. 0 SERVIPE.'. .. r 0 7.5' SIDE MAI IMUM (PEAK)- - 14.4 GPM S1 ING OPE, SMII`ARY SEWER LINE 6' a. UDIN G�: SETBACK LINE 6" 0 EACH END AMERCO REAL < �1-1/2" SCH 40 (D PVC DISCHARGE kg SEWER CLEAN OUT LINE FROM ESTATE CO. FL=330.98 SUMP THRU CURB V) THICK (MIN) REINFORCED 4 M "I r . "I., � 1 .1 C 180 SF ONCRETE SIDEWALK 5, 51, RIM (3000 PSI, 28 -DAY STRENGTH) IN' �§ IM�­ I _4 35" (APF "12 CURB & GUTTE ], R MAX 0.1, 6 m 11 q _3 ME 72" K 2001, q '211�; JANI g­�--g-t 13R jg" 2211", -:24-M, 24" -=,N Otgj�g "R MISK IN"G. CHILDREN'S TRUST In, N `V- iu-, -WHEEL -STO p- BUILDING HEIGHT-= 30'70" gg W I " Ag IN 1% 101 BIKE RACK 'r p 2" SAND (TYP.) FF 340.70 ZONE N In V -:il`­Y�A ON 10 �Ri ESSARY) V g�,A' 9,700 SQ. FT. LCOMPACTED J A 10 SUBGRADE ihg 2 M, "MIE121 3 30" min. 15 6---] 01, EDGE 0.1' To o.�' 1 OTE. SID WALK AB VE TH 0 E CURB a": PROPOSED BICYCLE RACK DETAIL �,7 7 15' SID 180 SF, SETBACK LIN ELECTRICAL NCR SIDEWALK CROSS SECTION I A NTS SERVICE GUY A/ �'L-j pp NTS @I Ire 911 HR 0HF -OHF- ---UHL -UPT -UHr- ri pp, 75-plin THREE SIDED ",MAP NCLOSURE WALLS 4 OR 8 CY MINIMUM HEIGHT 15' REAR HANDICAP --ADA RAMP WATER CISTERN CONTAINER -A_ � F Fi 11 E F RS T O� 1LA -M N, SETBACK LINE SIGNS 2015 GALLONS SIDE OPEN TO COLLECTION (7' DIA. X 7' TALL) T LQM OPERATING VEHICLEA 12' SLAB AND PIPING TO BE PARTNE�5, L.P. INSTALLED PER INSIDE MANUFACTURERS LEGEND CONCRETE *QmDEvEwpmwr- La* DAn crVIL ENGINEERING & DESIGN-BULD SERVICES 12 - -------- 2033 Harvey Mitchell Parkway South INSIDE College Station, Texas 77840 DUMPSTER PAD DETAIL P.O. Box 11929 College Station, Texas 77842 (979) 764-7743 Fax: (979) 764-7759 1 NTS ov 0 �F, % ...... ... ...... KENT M. LAM .................. DROJEC 65923 -OC 10W % %. L -7 2-10 TEXAS A&M THE SFAL APPFARi G ON THIS DOCUMENT WAS AUTHORIZED BY UNIVERSITY . I KENT M. LAZA. P.E. #65923 ON MARCH 11, 2009. CML DEVELOPMENT, LTD. TEXAS BOARD OF PROFESSIONAL L- ENGINEERS REGISTRATION 1 9243. THIS DRAWING IS PROADED AS AN S1 f::) AN INSTRUMENT OF SERVICE BY THE ARCHffECT AND IS INTENDED FOR USE ON THIS PROJECT ONLY. THE DRAWING REMAINS THE PROPERTY OF THE ARCHITECT AND SHALL BE RETURNED TO HIM/HER UPON COMPLETION OF THE CONSTRUCTION ALLEN PROFE SK AL BUILDING WORK. PURSUANT To THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. ALL DRAWINGS, SPECIFICATIONS. IDEAS AND DESIGNS, INCLUDING THE 0.6 9' A., R E OVERALL FORM. ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS APPEARING HEREIN. CONSTITUTES THE COLLEGE STATIO BIR Z S COUNTY TEXAS COPYRIGHTED WORK OF THE ARCHITECT. ANY REPRODUCTION.. USE, OR DISCLOSURE OF INFORMATION CONTAINED HEREIN WITHOUT PRIOR WRITTEN CONSENT OF THE ARCHITECT is STRICTLY PROHIBITED. SCALE. 1 =20' 2009 P I L, 2009 n IA/ KI ED n X/ PRO.IP"r'T N1 LOT 1, BLK 29 OF THE D.A. SMITH SUBDIVISION I- r- LU r- t. IN: III N INt It K: SCALE: VOL. 6264, PG. 92 James Allen AS SHOWN ISSUE DATE: 03.11.09 LOT 8 AND PT OF 7 OF THE ARMSTRONG ADDITION 509 SOLIth Main VOL. Son Antonio, TX 78204 OpAMW J.[ C?& Sa**SM + IDE804-BUILID GERVIM DRAWN BY: mmC/DMH 8721, PG. 13 (210) 313-2818 2M Harvey Mitchell Parkway South DESIGNED BY: KIAL LOT 9 OF THE ARMSTRONG ADDITION College Staft% Texas 77840 SHEET VOL. 6264, PG. 100 Box MM, COfte ftft% Texas 77842 LOT 10 OF THE ARMSTRONG ADDITION raw. (M) 71WnM C, VOL. 6264, PG. 108 LW4 OPERATING PARTNERS i L, P. VOL. 1007 FG� 488 TL V 0 AJ (353)- AJ 2s ' 0C) - U "..-: ... _RAINWATER HARVESTING DY (5 NEW WOODEN FENCE WITH (� RAI r� I_l_ _ NEW WOODEN FENCE WITH CISTERN ON CONCRETE PAD FG RIPRAP (IM SF) CONCRETE FOOTER 71 CONCRETE FOOTER FHF,AJ 94 MG (3) -~®339 ` CP 1 IH 13 ."'------ S40'30'12 W 135.07_ 339 80 (3)-- N40 3t? l,z E 56.56 Pts 313 �� �s. �� 54c� 3�3 1Z �s�7.85 �' _ r T % r P l / 3 M PG f fl "CON l C`� CONCRETE CRETE c 34o.eo RY 3 I O 1 �; y :' 4 I BO ERS (2) - NEW WOODEN FENCE WITH � WALKWAY: WALKWAY /� , r ..x� I F FG 3 I DY RE FOOTER CONCRETE u N 1 hw :. �..r. u ... _ , l,y . J Y �. ,. _... F :. i ... ,J r . ,. , .c- l: c ♦ ... t . ... s. _ f K -r .. .. .. J- i .. y.. .r .-:: ♦ �• a ,: _ r ✓' , _ .. r .. 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S 1� �� L 1 s �� PAS F. � ,•-� i. c a KR � :. ` I r y a 339.40 ,v w.. .... xt .. .. , X0§ .�' . . ,. , ,_ ,." -.._. I >< ..... > .! .4 ..... :. .r e. ._... 1 Z x ... a �.. t.. �, .. '-_' : .! , �. _. .. .- . , : ✓ � _ - r ... .. :. ,. ,.. .. f .r �✓•.. _>.. , '.+, 1,.11+ 1 � .,. , A� C � � � Y- _ , .: (CALLED SroU�A�ES DRIVEWAY i 3 />�._. f r L, ..x.. - a . a 1, .S ,I 3 1 tr "'2 f+: Y. mss.., r � i. �<-a, r - r t. �-. a '.w. L" 1, x rFs ,. ,r r .f- l ,. .r C. a, ,'�.' t -J .3. .✓ I'x V �: L. „t.c ,Y ; CONCRETE C Y� r.r a r � 3. 1 -"� � DRIVEWAY > Y f' j r^ �, .. t,..., .,. ,. , r•, , ..,, ..r ,. . ..f. rs.....N :t < �+�. . 3.. . cs) _a_ . v _. ,..r . , ..,.. .L .r M.. .l .r.,a .,..,.t.. ,.o.. s , rl _ O i r_tMERE= '�::.s..,. > -,... „) � _ :. 6 . ,..« ,.=i r 'rj�r -:.., ...{ ..,I.r ., r. _<uf n _<! ,_�'i• r+J�n.. 7" ..... ,�u c,:., 339.50 QD 0 D �.. K... : i,.:d✓' , . .R ciA+"" .- ,..... 'r_1c; .i,.._ r -� - �' .` � T.Y- , �`�L,,J>... f.. - - 1 .. ._ t.. , TC 340 o UN]P,'iE,O 5IA S i F AMERICA �.. - -' 106 POPI STREE LUT s N40' 30 ° 12"E129.32' ca BOULDER (1) ®`���►4��7►®``� r.EuRGF- c. MARIAN cHEN � ARM ONG ADD FG S2 > Cti,. 'VOLUME 355, PAsE 376 q A -DY i +,' TC 339�33D ( I C 339.75 '� _ TC 339.50 MG (2) Q s DY (3 TC 340.30 ° T6.340.26 - -- -' - WITTED5+`B•.ATES Or- AMME �t`�4 gra RY N4ER DEAL ESTATE Cq')t . * .°.°°. ° ° Yr .. E CP (1 9.30 + w 339.10 + ,,r!f I.AA« BO 1; NOP= P i ING l POP' STREET LTI" 10 MRTIO PSS' � TC 340.40 TC 34030 M s, 338.60 + ARMSTRONG AUDTTT m LM �00) 1900 IH' - _ .. i/P2L(6Mtn a5, PAGE 376 rrs �0 (� TC 340.20rna r. C� LM CONCRETE 01.) SO 1j I , DRIVEWAY c7 1 338.29 TC 339.30 ; FH/ FL 339.35 � ��"u' CONCRETE 7E 0 339.05 + , + taupe - R � 338.60 DRIVEWAY - - RY �I - l \\i�►�s'�► TC 340A0 PAD LM 210 X GEORGE C. €� M,#,#�IAN C. CHEN, AJ 210 RY (5 RIPRAP (23 SF) (2) ' TC 34020 Ii�91STE C� � 1 BOULDERS (3) 336.35 + r r: IDB PvpLAR STREI �: FG (2 ' SCRE TC 33 . C� 4 Sii 1 0 _ LOT 8, POM,70N OF LTI' l ( (j k` � ` ( THIS DRAWING IS PROVIDED AS Al, RY ( WALL ;- •. C r (- INSTRUMENT OF SERVICE BY THE A STRONG A9Iif%03ti u ARCHITECT AND IS INTENDED FOR USE DY TC 340 40 C 339.70 err' I . 35' I �� �- �a®�1~ �: . VOLWE 155, PAGE 37 / ;'- tJl.� r BITE t3 ENt' HMARK } THIS PROJECT ONLY. THE DRA� N( PG /p D xr I: , Y' x e 1 l��-'�' „ " REMAINS THE PROPERTY E THE IM H \.. i • �t 3 Y . , UT ON C JR it - r. : •_rte ,f,' ,.{ '," r � L , _ AND SHALL BE RETURNED TO HIM CP 4 �/' - - - y�r v "r ® ELEirATION = 338 1 FEET UPON COMPLETION OF THE CONSTR G' G � ", ., �� 4.z ,'- � , ..., :." , - �, - i WORK, PURSUANT TO THE ARCHITECT RY �: - F " �y WORKS COPYRIGHT PROTECTION AtT DY (4'{ 'S 1990 ALL DRAWINGS SPECIFICATION IDEAS AND DESIGNS, INCLUDING HI 339.90 I :/ : / ' / :. ". '. rf '% /� o LM (9O TC .'340 / i � ' OVERALL FORM, ARRANGEMENT : N 'iI L. _._. , ' Tri . , / `F8. c _ - COMPOSITION OF SPACES AND ELE EI IH (24 - �/ f 4 E coM s+ f , ' y at - ' �Z NG HEREIN, CONSTITUTES; TI TL tom^ .< - : r . + t � •,r ' _ . . v r __' _ �dC � COPYR COPYRIGHTED WORK OF THE ARCH:TE ANY REPRODUCTION, USE, OR DISC .0_ _ ,� L Y OF INFORMA110N CONTAINED 'HE ,EII 34 e - "- ((''}} '� i IS STRICTLY PROHIBI EC RiPRAP (52.5 SF) N4 1 . _ _ . - .... (� V WITHOUT PRIOR WRITTEN CONSENT F ARCHITECT - © 2009 RIPRAP (421 SFj - PROJECT NO. o8 -b, ` SiTE BENCHMARK p� 1 ISSUE DATE: 03.04. °,YS' CUT ON C URB DRAWN BY: AJ ELEVATION 339.59 FEET REVIEWED BY: GTSIA PROJECT ARCHITECT: LANDSCAPE PLAN GABRIEL DURAND-HOLLI TEXAS LICENSE NO. 1081 01 Rear Nrnm Sc atop 1'=16' North Noi,c►r Vt+i i y all dtnc�nsirnns bc+ rn 0 Landscape calculations NOTE: - Required Landscaping POINT CALCULATIONS Site Area -- 27,386 = (27,386 / 1000 x 30) = 822 Pointscent Streetscape -- (260/50) x 300 • 1,560 streetscape Points. 100% coverage of ground decorative rock, or pe lot islands, swales and setback, rights-of-way,, during construction. ver, d � Mal al g rainag and ad corative I ass �s areas, s paving, required in parking the parking lot property disturbed DURAND-HOLLIS RUQ ARCHITECTS, INC. 14603 HUEBNER RD. BUILDING 18 TOTAL POINTS REQUIRED 2.382 POINTS SAN ANTONIO, TEXAS 78230 CANOPY TREE REQUIREMENT 2,382 Total Points x 50% _ 1 191 Total Points Required REFERENCES( eller of.odiepe sudm: it*-//Wl .d.cu11 (seasi .ex.ds/mcer+Ny""Now/ TEL. 210 308=00 FAX. 210 607-33 eMAIL OFFICE©DHRARCHITECT� ,em MM u.iverft. h W-flfiori re.tum. :M11/ rww1and=PeWft/wre W V) Q - xl REVISED ISSUE DAT Existing Landscaping No Existing vegetation to be claimed Proposes Landscaping W 06-04-09 1 NEW CANOPY TREES (container) Z 10 • 150 Points C2.5- Cal.) 111500 Points 4 SHRUBS (5 gal. or larger) i 92 a 10 Points 920 Points TOTAL PROPOSED LANDSCAPING 2,420 Points _ j LW4 OPERATING PARTNERS i L, P. VOL. 1007 FG� 488 TL V 0 AJ (353)- AJ 2s ' 0C) - U "..-: ... _RAINWATER HARVESTING DY (5 NEW WOODEN FENCE WITH (� RAI r� I_l_ _ NEW WOODEN FENCE WITH CISTERN ON CONCRETE PAD FG RIPRAP (IM SF) CONCRETE FOOTER 71 CONCRETE FOOTER FHF,AJ 94 MG (3) -~®339 ` CP 1 IH 13 ."'------ S40'30'12 W 135.07_ 339 80 (3)-- N40 3t? l,z E 56.56 Pts 313 �� �s. �� 54c� 3�3 1Z �s�7.85 �' _ r T % r P l / 3 M PG f fl "CON l C`� CONCRETE CRETE c 34o.eo RY 3 I O 1 �; y :' 4 I BO ERS (2) - NEW WOODEN FENCE WITH � WALKWAY: WALKWAY /� , r ..x� I F FG 3 I DY RE FOOTER CONCRETE u N 1 hw :. �..r. u ... _ , l,y . J Y �. ,. _... F :. i ... ,J r . ,. , .c- l: c ♦ ... t . ... s. _ f K -r .. .. .. J- i .. y.. .r .-:: ♦ �• a ,: _ r ✓' , _ .. r .. BO � e r t , t _t,. -r.' _tea.. .�' C 339 z r T r , , '..I I. .i .. . _.• f { 4 � _ ,- , CJ 325 t 33.20 „., ...< ; �. - .,,. .. .,. >. -., .. ,. -> .,.. .,>.:. !, rs. . .,� a`. ..•-:..:... t y� fi r. :t ., ,-,. �..r r � , � �.,,�,,_,, a, 1, ,.._ 3392D r , u - -1 „rr-,. , ,:�_: m ,J _ �1T r ., .. � � . , } 3 r .z ',+< {.. . . ,.h f:_,].- .> 4. .. ,. .,•. : 1. ,.. ,.- ... J" � S � ..:=.. .5., x S rr t ( I .t. ,.: ... .:> , .,.. :, . '. ,., . _. rr ., '. ' � , .. , ,. -_, „ ,r x....11 . >.. a ,. ..t., c :. ,, : , .� _. � .. i air J. J � . � ° � , > . > :.. , ,, �►LItr.EFl ROFE IOI�IAI. IC:E UILdI( ,, , . ( � � . ; r � N .�TA�>1°a oP" �a�E ,,pp yq�•�� f, �.:� r. .. _. ,. r. ,. .. .-.. 1 ;E .. - .. _ t. .. ._ ., 1 .u. ,t Y .. ... < Ate. 1, lr ; .+S .. v... .. - ....✓ _ ,i ! �•, as � , •C :'e'" 003 AVE.. t.: Hra .i �L <r 940 .. .._ ,� _. 339.60 I r>z. - ...r . �•. t+�k,..t _..,....ati... ,. x r �.. < .. , . _, ,, 4 - .. ,T. , '.,:.f l :f a i �y , vd, 1� f. z r CON CREiIa ✓_ f r�,,e L L. i. S 1� �� L 1 s �� PAS F. � ,•-� i. c a KR � :. ` I r y a 339.40 ,v w.. .... xt .. .. , X0§ .�' . . ,. , ,_ ,." -.._. I >< ..... > .! .4 ..... :. .r e. ._... 1 Z x ... a �.. t.. �, .. '-_' : .! , �. _. .. .- . , : ✓ � _ - r ... .. :. ,. ,.. .. f .r �✓•.. _>.. , '.+, 1,.11+ 1 � .,. , A� C � � � Y- _ , .: (CALLED SroU�A�ES DRIVEWAY i 3 />�._. f r L, ..x.. - a . a 1, .S ,I 3 1 tr "'2 f+: Y. mss.., r � i. �<-a, r - r t. �-. a '.w. L" 1, x rFs ,. ,r r .f- l ,. .r C. a, ,'�.' t -J .3. .✓ I'x V �: L. „t.c ,Y ; CONCRETE C Y� r.r a r � 3. 1 -"� � DRIVEWAY > Y f' j r^ �, .. t,..., .,. ,. , r•, , ..,, ..r ,. . ..f. rs.....N :t < �+�. . 3.. . cs) _a_ . v _. ,..r . , ..,.. .L .r M.. .l .r.,a .,..,.t.. ,.o.. s , rl _ O i r_tMERE= '�::.s..,. > -,... „) � _ :. 6 . ,..« ,.=i r 'rj�r -:.., ...{ ..,I.r ., r. _<uf n _<! ,_�'i• r+J�n.. 7" ..... ,�u c,:., 339.50 QD 0 D �.. K... : i,.:d✓' , . .R ciA+"" .- ,..... 'r_1c; .i,.._ r -� - �' .` � T.Y- , �`�L,,J>... f.. - - 1 .. ._ t.. , TC 340 o UN]P,'iE,O 5IA S i F AMERICA �.. - -' 106 POPI STREE LUT s N40' 30 ° 12"E129.32' ca BOULDER (1) ®`���►4��7►®``� r.EuRGF- c. MARIAN cHEN � ARM ONG ADD FG S2 > Cti,. 'VOLUME 355, PAsE 376 q A -DY i +,' TC 339�33D ( I C 339.75 '� _ TC 339.50 MG (2) Q s DY (3 TC 340.30 ° T6.340.26 - -- -' - WITTED5+`B•.ATES Or- AMME �t`�4 gra RY N4ER DEAL ESTATE Cq')t . * .°.°°. ° ° Yr .. E CP (1 9.30 + w 339.10 + ,,r!f I.AA« BO 1; NOP= P i ING l POP' STREET LTI" 10 MRTIO PSS' � TC 340.40 TC 34030 M s, 338.60 + ARMSTRONG AUDTTT m LM �00) 1900 IH' - _ .. i/P2L(6Mtn a5, PAGE 376 rrs �0 (� TC 340.20rna r. C� LM CONCRETE 01.) SO 1j I , DRIVEWAY c7 1 338.29 TC 339.30 ; FH/ FL 339.35 � ��"u' CONCRETE 7E 0 339.05 + , + taupe - R � 338.60 DRIVEWAY - - RY �I - l \\i�►�s'�► TC 340A0 PAD LM 210 X GEORGE C. €� M,#,#�IAN C. CHEN, AJ 210 RY (5 RIPRAP (23 SF) (2) ' TC 34020 Ii�91STE C� � 1 BOULDERS (3) 336.35 + r r: IDB PvpLAR STREI �: FG (2 ' SCRE TC 33 . C� 4 Sii 1 0 _ LOT 8, POM,70N OF LTI' l ( (j k` � ` ( THIS DRAWING IS PROVIDED AS Al, RY ( WALL ;- •. C r (- INSTRUMENT OF SERVICE BY THE A STRONG A9Iif%03ti u ARCHITECT AND IS INTENDED FOR USE DY TC 340 40 C 339.70 err' I . 35' I �� �- �a®�1~ �: . VOLWE 155, PAGE 37 / ;'- tJl.� r BITE t3 ENt' HMARK } THIS PROJECT ONLY. THE DRA� N( PG /p D xr I: , Y' x e 1 l��-'�' „ " REMAINS THE PROPERTY E THE IM H \.. i • �t 3 Y . , UT ON C JR it - r. : •_rte ,f,' ,.{ '," r � L , _ AND SHALL BE RETURNED TO HIM CP 4 �/' - - - y�r v "r ® ELEirATION = 338 1 FEET UPON COMPLETION OF THE CONSTR G' G � ", ., �� 4.z ,'- � , ..., :." , - �, - i WORK, PURSUANT TO THE ARCHITECT RY �: - F " �y WORKS COPYRIGHT PROTECTION AtT DY (4'{ 'S 1990 ALL DRAWINGS SPECIFICATION IDEAS AND DESIGNS, INCLUDING HI 339.90 I :/ : / ' / :. ". '. rf '% /� o LM (9O TC .'340 / i � ' OVERALL FORM, ARRANGEMENT : N 'iI L. _._. , ' Tri . , / `F8. c _ - COMPOSITION OF SPACES AND ELE EI IH (24 - �/ f 4 E coM s+ f , ' y at - ' �Z NG HEREIN, CONSTITUTES; TI TL tom^ .< - : r . + t � •,r ' _ . . v r __' _ �dC � COPYR COPYRIGHTED WORK OF THE ARCH:TE ANY REPRODUCTION, USE, OR DISC .0_ _ ,� L Y OF INFORMA110N CONTAINED 'HE ,EII 34 e - "- ((''}} '� i IS STRICTLY PROHIBI EC RiPRAP (52.5 SF) N4 1 . _ _ . - .... (� V WITHOUT PRIOR WRITTEN CONSENT F ARCHITECT - © 2009 RIPRAP (421 SFj - PROJECT NO. o8 -b, ` SiTE BENCHMARK p� 1 ISSUE DATE: 03.04. °,YS' CUT ON C URB DRAWN BY: AJ ELEVATION 339.59 FEET REVIEWED BY: GTSIA PROJECT ARCHITECT: LANDSCAPE PLAN GABRIEL DURAND-HOLLI TEXAS LICENSE NO. 1081 01 Rear Nrnm Sc atop 1'=16' North Noi,c►r Vt+i i y all dtnc�nsirnns bc+ rn 0 mum - W V) Q - xl I W Z I i w _ � LW4 OPERATING PARTNERS i L, P. VOL. 1007 FG� 488 TL V 0 AJ (353)- AJ 2s ' 0C) - U "..-: ... _RAINWATER HARVESTING DY (5 NEW WOODEN FENCE WITH (� RAI r� I_l_ _ NEW WOODEN FENCE WITH CISTERN ON CONCRETE PAD FG RIPRAP (IM SF) CONCRETE FOOTER 71 CONCRETE FOOTER FHF,AJ 94 MG (3) -~®339 ` CP 1 IH 13 ."'------ S40'30'12 W 135.07_ 339 80 (3)-- N40 3t? l,z E 56.56 Pts 313 �� �s. �� 54c� 3�3 1Z �s�7.85 �' _ r T % r P l / 3 M PG f fl "CON l C`� CONCRETE CRETE c 34o.eo RY 3 I O 1 �; y :' 4 I BO ERS (2) - NEW WOODEN FENCE WITH � WALKWAY: WALKWAY /� , r ..x� I F FG 3 I DY RE FOOTER CONCRETE u N 1 hw :. �..r. u ... _ , l,y . J Y �. ,. _... F :. i ... ,J r . ,. , .c- l: c ♦ ... t . ... s. _ f K -r .. .. .. J- i .. y.. .r .-:: ♦ �• a ,: _ r ✓' , _ .. r .. BO � e r t , t _t,. -r.' _tea.. .�' C 339 z r T r , , '..I I. .i .. . _.• f { 4 � _ ,- , CJ 325 t 33.20 „., ...< ; �. - .,,. .. .,. >. -., .. ,. -> .,.. .,>.:. !, rs. . .,� a`. ..•-:..:... t y� fi r. :t ., ,-,. �..r r � , � �.,,�,,_,, a, 1, ,.._ 3392D r , u - -1 „rr-,. , ,:�_: m ,J _ �1T r ., .. � � . , } 3 r .z ',+< {.. . . ,.h f:_,].- .> 4. .. ,. .,•. : 1. ,.. ,.- ... J" � S � ..:=.. .5., x S rr t ( I .t. ,.: ... .:> , .,.. :, . '. ,., . _. rr ., '. ' � , .. , ,. -_, „ ,r x....11 . >.. a ,. ..t., c :. ,, : , .� _. � .. i air J. J � . � ° � , > . > :.. , ,, �►LItr.EFl ROFE IOI�IAI. IC:E UILdI( ,, , . ( � � . ; r � N .�TA�>1°a oP" �a�E ,,pp yq�•�� f, �.:� r. .. _. ,. r. ,. .. .-.. 1 ;E .. - .. _ t. .. ._ ., 1 .u. ,t Y .. ... < Ate. 1, lr ; .+S .. v... .. - ....✓ _ ,i ! �•, as � , •C :'e'" 003 AVE.. t.: Hra .i �L <r 940 .. .._ ,� _. 339.60 I r>z. - ...r . �•. t+�k,..t _..,....ati... ,. x r �.. < .. , . _, ,, 4 - .. ,T. , '.,:.f l :f a i �y , vd, 1� f. z r CON CREiIa ✓_ f r�,,e L L. i. S 1� �� L 1 s �� PAS F. � ,•-� i. c a KR � :. ` I r y a 339.40 ,v w.. .... xt .. .. , X0§ .�' . . ,. , ,_ ,." -.._. I >< ..... > .! .4 ..... :. .r e. ._... 1 Z x ... a �.. t.. �, .. '-_' : .! , �. _. .. .- . , : ✓ � _ - r ... .. :. ,. ,.. .. f .r �✓•.. _>.. , '.+, 1,.11+ 1 � .,. , A� C � � � Y- _ , .: (CALLED SroU�A�ES DRIVEWAY i 3 />�._. f r L, ..x.. - a . a 1, .S ,I 3 1 tr "'2 f+: Y. mss.., r � i. �<-a, r - r t. �-. a '.w. L" 1, x rFs ,. ,r r .f- l ,. .r C. a, ,'�.' t -J .3. .✓ I'x V �: L. „t.c ,Y ; CONCRETE C Y� r.r a r � 3. 1 -"� � DRIVEWAY > Y f' j r^ �, .. t,..., .,. ,. , r•, , ..,, ..r ,. . ..f. rs.....N :t < �+�. . 3.. . cs) _a_ . v _. ,..r . , ..,.. .L .r M.. .l .r.,a .,..,.t.. ,.o.. s , rl _ O i r_tMERE= '�::.s..,. > -,... „) � _ :. 6 . ,..« ,.=i r 'rj�r -:.., ...{ ..,I.r ., r. _<uf n _<! ,_�'i• r+J�n.. 7" ..... ,�u c,:., 339.50 QD 0 D �.. K... : i,.:d✓' , . .R ciA+"" .- ,..... 'r_1c; .i,.._ r -� - �' .` � T.Y- , �`�L,,J>... f.. - - 1 .. ._ t.. , TC 340 o UN]P,'iE,O 5IA S i F AMERICA �.. - -' 106 POPI STREE LUT s N40' 30 ° 12"E129.32' ca BOULDER (1) ®`���►4��7►®``� r.EuRGF- c. MARIAN cHEN � ARM ONG ADD FG S2 > Cti,. 'VOLUME 355, PAsE 376 q A -DY i +,' TC 339�33D ( I C 339.75 '� _ TC 339.50 MG (2) Q s DY (3 TC 340.30 ° T6.340.26 - -- -' - WITTED5+`B•.ATES Or- AMME �t`�4 gra RY N4ER DEAL ESTATE Cq')t . * .°.°°. ° ° Yr .. E CP (1 9.30 + w 339.10 + ,,r!f I.AA« BO 1; NOP= P i ING l POP' STREET LTI" 10 MRTIO PSS' � TC 340.40 TC 34030 M s, 338.60 + ARMSTRONG AUDTTT m LM �00) 1900 IH' - _ .. i/P2L(6Mtn a5, PAGE 376 rrs �0 (� TC 340.20rna r. C� LM CONCRETE 01.) SO 1j I , DRIVEWAY c7 1 338.29 TC 339.30 ; FH/ FL 339.35 � ��"u' CONCRETE 7E 0 339.05 + , + taupe - R � 338.60 DRIVEWAY - - RY �I - l \\i�►�s'�► TC 340A0 PAD LM 210 X GEORGE C. €� M,#,#�IAN C. CHEN, AJ 210 RY (5 RIPRAP (23 SF) (2) ' TC 34020 Ii�91STE C� � 1 BOULDERS (3) 336.35 + r r: IDB PvpLAR STREI �: FG (2 ' SCRE TC 33 . C� 4 Sii 1 0 _ LOT 8, POM,70N OF LTI' l ( (j k` � ` ( THIS DRAWING IS PROVIDED AS Al, RY ( WALL ;- •. C r (- INSTRUMENT OF SERVICE BY THE A STRONG A9Iif%03ti u ARCHITECT AND IS INTENDED FOR USE DY TC 340 40 C 339.70 err' I . 35' I �� �- �a®�1~ �: . VOLWE 155, PAGE 37 / ;'- tJl.� r BITE t3 ENt' HMARK } THIS PROJECT ONLY. THE DRA� N( PG /p D xr I: , Y' x e 1 l��-'�' „ " REMAINS THE PROPERTY E THE IM H \.. i • �t 3 Y . , UT ON C JR it - r. : •_rte ,f,' ,.{ '," r � L , _ AND SHALL BE RETURNED TO HIM CP 4 �/' - - - y�r v "r ® ELEirATION = 338 1 FEET UPON COMPLETION OF THE CONSTR G' G � ", ., �� 4.z ,'- � , ..., :." , - �, - i WORK, PURSUANT TO THE ARCHITECT RY �: - F " �y WORKS COPYRIGHT PROTECTION AtT DY (4'{ 'S 1990 ALL DRAWINGS SPECIFICATION IDEAS AND DESIGNS, INCLUDING HI 339.90 I :/ : / ' / :. ". '. rf '% /� o LM (9O TC .'340 / i � ' OVERALL FORM, ARRANGEMENT : N 'iI L. _._. , ' Tri . , / `F8. c _ - COMPOSITION OF SPACES AND ELE EI IH (24 - �/ f 4 E coM s+ f , ' y at - ' �Z NG HEREIN, CONSTITUTES; TI TL tom^ .< - : r . + t � •,r ' _ . . v r __' _ �dC � COPYR COPYRIGHTED WORK OF THE ARCH:TE ANY REPRODUCTION, USE, OR DISC .0_ _ ,� L Y OF INFORMA110N CONTAINED 'HE ,EII 34 e - "- ((''}} '� i IS STRICTLY PROHIBI EC RiPRAP (52.5 SF) N4 1 . _ _ . - .... (� V WITHOUT PRIOR WRITTEN CONSENT F ARCHITECT - © 2009 RIPRAP (421 SFj - PROJECT NO. o8 -b, ` SiTE BENCHMARK p� 1 ISSUE DATE: 03.04. °,YS' CUT ON C URB DRAWN BY: AJ ELEVATION 339.59 FEET REVIEWED BY: GTSIA PROJECT ARCHITECT: LANDSCAPE PLAN GABRIEL DURAND-HOLLI TEXAS LICENSE NO. 1081 01 Rear Nrnm Sc atop 1'=16' North Noi,c►r Vt+i i y all dtnc�nsirnns bc+ rn 0 np A)�)p n;?g ABOVE GROUND FIELD EVIDENCE. SHOWN POSITIONS MAY NOT REPRESENT AS -BUILT CONDITIONS. 6. LANDSCAPING & ANALYSIS IS PROVIDED ON THE LANDSCAPE PLAN. 7. ALL PARKING SPACE DIMENSIONS ARE SHOWN IN THE PLAN. 8. THE TOPOGRAPHY SHOWN IS FROM FIELD SURVEY DATA. 0 LAIMI&A"IA 0"111 MKIrl OrTOAf%V �3 >FIML CONFORM 10 ME REQUIREMENIS OF THE CITY OF COLLEGE STATION CODE OF ORDINANCES EXCEPT WHERE VARIANCES HAVE BEEN OBTAINED. 19. ALL CLEANOUTS, MANHOLES, VALVE BOXES OR OTHER APPURTENANCES LOCATED IN PAVEMENT AREAS ARE TO BE PLUSH WITH THE FINISHED SURFACE AND CONSTRUCTED WITH CAST [RON FITTINGS. RELOCATE EXISTING INSTALL NEW FIRE FIRE HYDRANT & EXISTING r -%ATC" X/Af X/C* ELECTRICAL HYDRANT & VALVE 11. THE CONTRACTOR SHALL COMPLY WITH THE SEDIMENT AND EROSION.CONTROL PLAN DURING CONSTRUCTION Ai I Apr -Ac ntcT"Imorn n"mmir, ff%Ki GENERAL NOTES: 1. CONTRACTOR IS TO VERIFY THE EXACT LOCATION AND VERTICAL POSITIONING OF EXISTING UTILITIES AND SERVICE LINES WITHIN THE PROJECT AREA, WHETHER SHOWN ON PL ANS OR NOT, SITE S 1. THIS 'I E iIFIC NOTFS: 10, ED IN A FLOOD HAZARD AREA ACCORDING TO C /-f 141 0 SITE4�,__ INSET A AT LEAST 48 HRS. PRIOR TO ANY CONSTRUCTION. CONTRACTOR IS RESfSONSIBLE FOR ANY THE F -I 'UA FEBRU R.M. Y 9� iCOMMUNITY PANEL NO. 48041CO144C, EFFECTIVE 2000. CURB AN PAVEMENT E.NGI. DETAIL TYPM SEMN DAMAGE, DONE TO EXISTING FACILITIES. CALL 1-800-DIG.-TESS. NTS X ----; 6" IN FIRE LANES AND THE DUMPSTER AREA 2. ALL RADII AND DISTANCES ARE MEASURED TO THE BACK OF CURB IN THE PARKING AREA, 2. BEA ESTABLIIHED� ING SYSTEM SHOWN:HEREON IS BASED ON GRID NORTH AS FROM GPS OBSERVATION. DURAND-HOLLIS �RUPE -EXISTING AND TO THE EDGE OF PAVEMENT IN ALL OTHER AREAS UNLESS OTHERWISE NOTED. *CzmDEvELopmENT ISSUE DATE: 03. f ARCHITECTS, INC CID 8" WATERLINE 3. ALL SITE WORK IS TO BE DONE IN CONFORMANCE WITH THE BRYAN/ COLLEGE STATION 2008 STANDARD SPECIFICATIONS FOR WATER, SEWER, 509 South. Main 14603 HUEBNER RD. EXISTING FIRE STREETS, SIDEWALKS, SVIPPP, & DRAINAGE. LOT 9 OF THE ARMSTRONG ADDITION Son Antonio, TX 78204 (210) 313-2818 BUILDING 18 6"X90' BEND HYDRANT & GATE VALVE 4. ALL UTILITY LINES (WATER, GAS, SANITARY SEWER, VERIZON, STORM SEWER, ETC.) SHOWN ARE TAKEN FROM BEST AVAILABLE RECORD INFORMATION BASED ON CONSTRUCTION UTILITY MAP !KML SAN ANTONIO, TEXAS 78230� DOCUMENTS OBTAINED FROM THE CITY OF COLLEGE STATION & INDEPENDENT AGENCIES AND/OR Callege Staft� Texas 77840 SHEET ABOVE GROUND FIELD EVIDENCE. SHOWN POSITIONS MAY NOT REPRESENT AS -BUILT CONDITIONS. 6. LANDSCAPING & ANALYSIS IS PROVIDED ON THE LANDSCAPE PLAN. 7. ALL PARKING SPACE DIMENSIONS ARE SHOWN IN THE PLAN. 8. THE TOPOGRAPHY SHOWN IS FROM FIELD SURVEY DATA. 0 LAIMI&A"IA 0"111 MKIrl OrTOAf%V �3 >FIML CONFORM 10 ME REQUIREMENIS OF THE CITY OF COLLEGE STATION CODE OF ORDINANCES EXCEPT WHERE VARIANCES HAVE BEEN OBTAINED. 19. ALL CLEANOUTS, MANHOLES, VALVE BOXES OR OTHER APPURTENANCES LOCATED IN PAVEMENT AREAS ARE TO BE PLUSH WITH THE FINISHED SURFACE AND CONSTRUCTED WITH CAST [RON FITTINGS. RELOCATE EXISTING INSTALL NEW FIRE FIRE HYDRANT & EXISTING r -%ATC" X/Af X/C* ELECTRICAL HYDRANT & VALVE 11. THE CONTRACTOR SHALL COMPLY WITH THE SEDIMENT AND EROSION.CONTROL PLAN DURING CONSTRUCTION Ai I Apr -Ac ntcT"Imorn n"mmir, ff%Ki TEL. 210 308-0080 FAX. 2,16 667-L,3309 eMAiL OFFICEODI-IRARG ITECTS.COM REVISED ISSUE I ATES: A A2 A 01F%U%-,11VN anML OL ZottUtU VK SODDED zi:-\ TRANSFORMERS AND THE AREAS MAINTAINED UNTIL VEGETATION IS ESTABLISHED. THIS PR,1JECT IS REQUIRED TO 41' OF 1 " WATER COMPLY WITH THE TCEQ, TPDES CONSTRUCTION GENERAL PERMIT NO. TXR150000. SERVICE (BORED) 12. PARK114G LOT STRIPING OTHER THAN FIRE LANE -STRIPING SHALL BE WHITE. ALL STRIPING MATERIALS AND CONSTRUCTION SHALL CONFORM TO TEXAS DEPARTMENT OF TRANSPORTATION EXISTING 9 M 2-M (TXDOT) STANDARD SPECIFICATIONS FOR CONSTRUCTION OF HIGHWAYS, STrEErS, AND BRI DGES, RIVATE 8" ITEM 666, TYPE 2 MARKING MATERIALS. ER LINE F PARKING ANALYSIS EMOV 13. PAVEMENT DEPTHS: 6" LIME STABILIZED SUBGRADE NTH 6" CONCRETE PAVEMENT IN FIRE & REPLACE REPLAC LANES AND TRASH DUMPSTER AREA, AND 5"'IN ALL OTHER LOCATIONS. (SEE PAVEMENT PLAN) EQUIRED PARKING: W/ 12" COMPACTED GUTTER �ECTION CD REPLACE CURB. &' BASE W/ 2" HMAC AT OLD )RIVEWAY SITE BENCHMARK -------- 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTAINMENT AND PROPER DISPOSAL OF 700 SF REAL ESTATE OFFICE #1 S ALL LIQUID AND SOLID WASTE ASSOCIATED WITH THIS PROJECT. THE CONTRACTOR SHALL USE 11X7 ALL MEANS NECESSARY TO PREVENT THE OCCURRENCE OF WIND BLOWN LIITER FROM THE GUTTER SECTION, SPACE PER 250 SF AT OLD DRIVEWAY� S_ ELEVATION 339.59 FEET PROJECT SITE. S_ S_ S -S It, S_ "'0000" SED 5 PROPO 15. WASTE STREAM FOR THIS PROJECT IS NORMAL DOMESTIC WASTEWATER. 38 S ACES REQUIRED TOTAL SIDEWALK r8 EXISTING 145 QAS -GAS 1 = F -�_ 16 m7mni rrinm 1rntdQTPHnrInK1 WACTC—CITC- Or "10 11 H NDICAP SPACES REQUIRED Vr 3r-vvtm W — 1V r-r—lut UUNIAINIVIEN, FOR WA. -SIE, SEE INS- A PRIOR TO, AND DURING, DEMOLITION/CONSTRUCTION. SOLID WASTE ROLL --OFF BOXES/METAL GUTTER TO LINE DUMPSTERS SHALL BE SUPPLIED BY CITY OR CITY PERMITTED CONTRACTOR. REPLACE 0 F ROPOSED PARKING: V) PR POSED 3/4" WATER METER 5.5" SI WALK AND BOX ry -g [DRIVEWAY p SITE BENC HMARK #2 (TO BE REMOVED) r 11 r ADA RAMP "X" CUT Of I CURB NO ELEVATION = 338.16 FEET 6 0 EACH END 3 1 5 SPACES PARKING 1" WATER SERVICE Y i X -25' FRONT SETBACK LINE 2 SPACE HANDICAP PAR ING 7 SPACES TOTAL Z 6' CMU FENCE 35' ler VV/ wuuUtim k,/Altz) GAS vm� ---- !,I � z EX18TING DUMPSTER > 1 A HIM L 7z" j 4 GEF PAD 0 U 67 '.SEWER ""24" a. SERVJGE�- 7,5' SIDE '6 _Z' A. �LOPE,,,�\" SETBACK LINE ISTLKIE 0.1 r U < 1 /2" SCH 40 All, AMERCO REAL �VC� PVC DISCHARGE -R CLEAN OUT -SEW 72 LINE FROM UMJ7Y DEMAM ESTATE CO. WATER DEMAN ........... 15--4-36--1 12 - Mr MINIMUM., 0 GPM SUMP THRU CURB I j -36----I-1 5- 30" min. ­ ONE 408 AVERAGE�, 4 GPM ""N 06K) BICYCL RACK DETAIL MAXIMUM: 16 GPM CD 3 4 DOMESTIC WATER METER 'k t 04 ....... ....... EORGE C. AND 4", THIOK_�-N--!N) REINFORCED SANITARY SE fER DEMAND R00 MARIAN C C �(O 90% OF WATER DEMAND) V '0 114- 0 'PSI, 28—DAY STRENGTH) ONCRETE 't,JDEWALK _-0-- T AVERAGE CK k CURB & GUTTE7 O. -V MAX MAXIMUM (PEAK) 14.4 GPM v., :2, 44'��5 6" SANITARY SEWER LINE % j Z V L0 1-s t -t. 111 Kt g ­­­ 1. ig, I �0-'7 (300 0 1mg, WHEEL STOP 3.6 GPM/5,184 GPD a (APPROX.) g 0 (TYP.) R Z IN , g , L A i,.gg IFF . ...... 340.70 1"g, g 'gg, R maw g "Ac..", 3ROPOSED 2" SAND Y CUSHION 15' SID ELECTRICAL S, §A Ad' R0 NtCESSARY) a"'; SF !�, � F '11.1;�W01111111 - I_ 01, SERVICE (AS SETBACK LIN 2 OMPACTED 3 X 18 L -f O.C.E.W. SUBGRADE GU� A/ 1_" �Uht__ r1t—Vr1t.--`M Murim- vrir NOTE: SIDEWALK EDGE 0.1' TO 0.2' ABOVE THE CURB % 15' REAR ADA RAMP WATER CISTERN C) 4� SS SECTION HANDICAP 2500 GALLONS CONCRETE SIDEWALK CRO SETBACK LINE SIGNS NTS (7' DIA. X 8'6" TALL) I nRA t-10C:DAT1KIr'_* qlAR AND PIPINr. Tn AF LEGEND CIM Avaopmw L%* CIVIL ENGINEERING & DESIG"ULD JERVICES 2033 Harvey Mitchell Parkway South College Station, Texas 7i'�40 P.O. Box 11929 College Station, Texas 7��842 (979) 764-7743 Fax: (979) CA -7759 if OF Ilk IV e ............. *. ..�EtT M. LAZA 6i ................. PROJECT . I I % '5923 j LOCATION ... L 0 10 TEXAS A&M THE SEAL APP NO N DOCUMENT WAS ORQED UNIVERSITY < KENT M. LAZA, P.E. #65923 ON MARCH 11, 200.,. CIVIL DEVELOPMENT, LTD. TEXAS BOARD OF PROFESSIONAL ENGINEERS REGISTRATION III Ra4l THIS DRAWING IS PROVIDED A iAN Si PLAN ARCHNSTRUMENT OF SERVICE BY THE ITECT AND IS INTENDED FOR USE ON THIS PROJECT ONLY. THE DR%WING REMAINS THE PROPERTY OF THE ARCHITECT AND SHALL BE RETURNED TO H M/HER UPON COMPLETION OF THE CONS 'RUCTION ALLEN PRO :EICSOJONAL BUILDING WORK. PURSUANT TO THE ARCH RAIL WORKS COPYRIGHT PROTECTION OF 1990, ALL DRAWINGS, SPECIF1 DNS, IDEAS AND DESIGNS, INCLUDIN THE 6 "2`91_ - AU R E S OVERALL FORM, ARRANGEME D� COMPOSITION OF SPACES AAND E ENTS APPEARING HEREIN. CON THE -COLLEGE S'"ATIO BRAZOS COUNTY, -.11-EXAS-z. COPYRIGHTED WORK OF THE ARCHITECT. 'LOSURE ANY REPRODUCTION, USE, OR DIS, OF INFORMAnON CONTPJNED HREIN All WITHOUT PRIOR WRITTEN CONSENT OF THE ARCHITECT IS STRICTLY PROHII ITED. 2009 SCALE: 1 =20' VARCH', 2009 #4 BAR .\ R=3 *X \#4 IBARS LOT 1, BLK 29 OF THE D.A. SMITH SUBDIVISION VOL. 6264, PG. 92 0 1 8" O.C. CURB AN PAVEMENT E.NGI. DETAIL TYPM SEMN NTS X ----; 6" IN FIRE LANES AND THE DUMPSTER AREA 5" IN ALL OTHER AREAS TEL. 210 308-0080 FAX. 2,16 667-L,3309 eMAiL OFFICEODI-IRARG ITECTS.COM REVISED ISSUE I ATES: A A2 A 01F%U%-,11VN anML OL ZottUtU VK SODDED zi:-\ TRANSFORMERS AND THE AREAS MAINTAINED UNTIL VEGETATION IS ESTABLISHED. THIS PR,1JECT IS REQUIRED TO 41' OF 1 " WATER COMPLY WITH THE TCEQ, TPDES CONSTRUCTION GENERAL PERMIT NO. TXR150000. SERVICE (BORED) 12. PARK114G LOT STRIPING OTHER THAN FIRE LANE -STRIPING SHALL BE WHITE. ALL STRIPING MATERIALS AND CONSTRUCTION SHALL CONFORM TO TEXAS DEPARTMENT OF TRANSPORTATION EXISTING 9 M 2-M (TXDOT) STANDARD SPECIFICATIONS FOR CONSTRUCTION OF HIGHWAYS, STrEErS, AND BRI DGES, RIVATE 8" ITEM 666, TYPE 2 MARKING MATERIALS. ER LINE F PARKING ANALYSIS EMOV 13. PAVEMENT DEPTHS: 6" LIME STABILIZED SUBGRADE NTH 6" CONCRETE PAVEMENT IN FIRE & REPLACE REPLAC LANES AND TRASH DUMPSTER AREA, AND 5"'IN ALL OTHER LOCATIONS. (SEE PAVEMENT PLAN) EQUIRED PARKING: W/ 12" COMPACTED GUTTER �ECTION CD REPLACE CURB. &' BASE W/ 2" HMAC AT OLD )RIVEWAY SITE BENCHMARK -------- 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTAINMENT AND PROPER DISPOSAL OF 700 SF REAL ESTATE OFFICE #1 S ALL LIQUID AND SOLID WASTE ASSOCIATED WITH THIS PROJECT. THE CONTRACTOR SHALL USE 11X7 ALL MEANS NECESSARY TO PREVENT THE OCCURRENCE OF WIND BLOWN LIITER FROM THE GUTTER SECTION, SPACE PER 250 SF AT OLD DRIVEWAY� S_ ELEVATION 339.59 FEET PROJECT SITE. S_ S_ S -S It, S_ "'0000" SED 5 PROPO 15. WASTE STREAM FOR THIS PROJECT IS NORMAL DOMESTIC WASTEWATER. 38 S ACES REQUIRED TOTAL SIDEWALK r8 EXISTING 145 QAS -GAS 1 = F -�_ 16 m7mni rrinm 1rntdQTPHnrInK1 WACTC—CITC- Or "10 11 H NDICAP SPACES REQUIRED Vr 3r-vvtm W — 1V r-r—lut UUNIAINIVIEN, FOR WA. -SIE, SEE INS- A PRIOR TO, AND DURING, DEMOLITION/CONSTRUCTION. SOLID WASTE ROLL --OFF BOXES/METAL GUTTER TO LINE DUMPSTERS SHALL BE SUPPLIED BY CITY OR CITY PERMITTED CONTRACTOR. REPLACE 0 F ROPOSED PARKING: V) PR POSED 3/4" WATER METER 5.5" SI WALK AND BOX ry -g [DRIVEWAY p SITE BENC HMARK #2 (TO BE REMOVED) r 11 r ADA RAMP "X" CUT Of I CURB NO ELEVATION = 338.16 FEET 6 0 EACH END 3 1 5 SPACES PARKING 1" WATER SERVICE Y i X -25' FRONT SETBACK LINE 2 SPACE HANDICAP PAR ING 7 SPACES TOTAL Z 6' CMU FENCE 35' ler VV/ wuuUtim k,/Altz) GAS vm� ---- !,I � z EX18TING DUMPSTER > 1 A HIM L 7z" j 4 GEF PAD 0 U 67 '.SEWER ""24" a. SERVJGE�- 7,5' SIDE '6 _Z' A. �LOPE,,,�\" SETBACK LINE ISTLKIE 0.1 r U < 1 /2" SCH 40 All, AMERCO REAL �VC� PVC DISCHARGE -R CLEAN OUT -SEW 72 LINE FROM UMJ7Y DEMAM ESTATE CO. WATER DEMAN ........... 15--4-36--1 12 - Mr MINIMUM., 0 GPM SUMP THRU CURB I j -36----I-1 5- 30" min. ­ ONE 408 AVERAGE�, 4 GPM ""N 06K) BICYCL RACK DETAIL MAXIMUM: 16 GPM CD 3 4 DOMESTIC WATER METER 'k t 04 ....... ....... EORGE C. AND 4", THIOK_�-N--!N) REINFORCED SANITARY SE fER DEMAND R00 MARIAN C C �(O 90% OF WATER DEMAND) V '0 114- 0 'PSI, 28—DAY STRENGTH) ONCRETE 't,JDEWALK _-0-- T AVERAGE CK k CURB & GUTTE7 O. -V MAX MAXIMUM (PEAK) 14.4 GPM v., :2, 44'��5 6" SANITARY SEWER LINE % j Z V L0 1-s t -t. 111 Kt g ­­­ 1. ig, I �0-'7 (300 0 1mg, WHEEL STOP 3.6 GPM/5,184 GPD a (APPROX.) g 0 (TYP.) R Z IN , g , L A i,.gg IFF . ...... 340.70 1"g, g 'gg, R maw g "Ac..", 3ROPOSED 2" SAND Y CUSHION 15' SID ELECTRICAL S, §A Ad' R0 NtCESSARY) a"'; SF !�, � F '11.1;�W01111111 - I_ 01, SERVICE (AS SETBACK LIN 2 OMPACTED 3 X 18 L -f O.C.E.W. SUBGRADE GU� A/ 1_" �Uht__ r1t—Vr1t.--`M Murim- vrir NOTE: SIDEWALK EDGE 0.1' TO 0.2' ABOVE THE CURB % 15' REAR ADA RAMP WATER CISTERN C) 4� SS SECTION HANDICAP 2500 GALLONS CONCRETE SIDEWALK CRO SETBACK LINE SIGNS NTS (7' DIA. X 8'6" TALL) I nRA t-10C:DAT1KIr'_* qlAR AND PIPINr. Tn AF LEGEND CIM Avaopmw L%* CIVIL ENGINEERING & DESIG"ULD JERVICES 2033 Harvey Mitchell Parkway South College Station, Texas 7i'�40 P.O. Box 11929 College Station, Texas 7��842 (979) 764-7743 Fax: (979) CA -7759 if OF Ilk IV e ............. *. ..�EtT M. LAZA 6i ................. PROJECT . I I % '5923 j LOCATION ... L 0 10 TEXAS A&M THE SEAL APP NO N DOCUMENT WAS ORQED UNIVERSITY < KENT M. LAZA, P.E. #65923 ON MARCH 11, 200.,. CIVIL DEVELOPMENT, LTD. TEXAS BOARD OF PROFESSIONAL ENGINEERS REGISTRATION III Ra4l THIS DRAWING IS PROVIDED A iAN Si PLAN ARCHNSTRUMENT OF SERVICE BY THE ITECT AND IS INTENDED FOR USE ON THIS PROJECT ONLY. THE DR%WING REMAINS THE PROPERTY OF THE ARCHITECT AND SHALL BE RETURNED TO H M/HER UPON COMPLETION OF THE CONS 'RUCTION ALLEN PRO :EICSOJONAL BUILDING WORK. PURSUANT TO THE ARCH RAIL WORKS COPYRIGHT PROTECTION OF 1990, ALL DRAWINGS, SPECIF1 DNS, IDEAS AND DESIGNS, INCLUDIN THE 6 "2`91_ - AU R E S OVERALL FORM, ARRANGEME D� COMPOSITION OF SPACES AAND E ENTS APPEARING HEREIN. CON THE -COLLEGE S'"ATIO BRAZOS COUNTY, -.11-EXAS-z. COPYRIGHTED WORK OF THE ARCHITECT. 'LOSURE ANY REPRODUCTION, USE, OR DIS, OF INFORMAnON CONTPJNED HREIN All WITHOUT PRIOR WRITTEN CONSENT OF THE ARCHITECT IS STRICTLY PROHII ITED. 2009 SCALE: 1 =20' VARCH', 2009 LOT 1, BLK 29 OF THE D.A. SMITH SUBDIVISION VOL. 6264, PG. 92 OWNER/DEVELOPE E.NGI. PROJECT NO. 08-1-098 SCALE: AS SHOWN LOT 8 AND PT OF 7 OF THE ARMSTRONG ADDITION James Allen *CzmDEvELopmENT ISSUE DATE: 03. f 1.09 VOL. 8721, PG. 13 509 South. Main CIVL ENON93M + DBMQWMD 89MM DRAWN BY: MMC,,(DMH LOT 9 OF THE ARMSTRONG ADDITION Son Antonio, TX 78204 (210) 313-2818 2= Harvey Mitchel Parkway South DESIGNED BY: !KML VOL. 6264, PG. 100 Callege Staft� Texas 77840 SHEET LOT 10 OF THE ARMSTRONG ADDITION P.O. Box 1M, College Statim Texas 77842 (979) 7W7743 Fax;- (979) 764-7759 VOL. 6264, PG. 108 C i 7 SYMBOL LEGEND 6 Key Sym Qty Size Common Name (Botanical Name) Paint Points Comments Canopy Trees value 0012.5" Cal. Chinese Pistache (Pistachia chinensis / r 150. 900 12 Ht. 1 ' 3 to 4 sp., Matched V0" Clear Trunk Min., container 00 2.5" cal. our oak (Quercus �aC , rocarpy 1 756/ 10/12 leg 3/4 ., Matdfed 6 0 Glear' 'ttys�k Min. Goma _ . finer CE .5, x 4✓ 2 Cedar cal. Elm c f Culmus rass i Dila 15 600 10/12 Ht., 3/41 Sp., Matched 6'-0" Clear Trunk Min., container so 2 2.5 Cal.. Sawtooth oak (Quercus acutissima) 150 30 10/12' Ht. 3 4 r 2 r /' Sp., Matched 6'-0" clear Trunk Min., Container Shrubs TL 14 15 Gal. Texan Lilac vitex (vitex a nus-castus ° Montrose Purple'. 6/8 ��Ht., +�ultitrunk Balanced 3 0 Clear Trunk Min., container Int S Gal. Keackout Rose C7 � (Rosa Xh Radrazz ) 36- .Haight Min., Rooted, hail , FH 0 MG 710 Gal Foster's er . s Ho11 Y (=ilex attenuate. � Fos Leri z�p TO l 48n « Height Min., Rooted, Fu11 _ 3 Gal. Mhly Grass CMhle�rgia llndheiMri) � 24" Might Min. g . Rooted,tali PG r �l S . Gal Grass / s �l . ca made .Paws ria w C sell Dana Pur11a ) 10 V Min.. .Rooted, Ful 1 =H ° 1/ i0S Gal. Indian Hawthorn (Ra hielepsis indica Clara) 36w; min., ., Rooted, Full DY 32 3 Gal. Dwarf on YauP y Holl (Ilex vomitoria 'Nana') 24" Neighs Min., Rooted, Full I` FG 0 12 3 Gal. Purple Fountain Grass (Pennisetum,setaceum 'Rubrum') 140 36" Height Min., Rooted, Full RY 23 3 Gal. Red Yucca (Hesperaloe parviflora)r`{' 290 24" Height Min., Rooted, Full 6 Ground cover/vines AJ 925 1 Gal. Asian Jasmine (Trachelospermum asiaticum) 0 0 Full, 12" Runners, min. 18" O.C. LM 650 1 Gal. Liriope (Liriope muscari) 0 0 Full, 12" Height min.16" O.C. >i CJ 328 1 Gal. Japanese Garden Juniper (Juniperus procumbens) 0 0 Full, 12" Height min. 24" o.c. . TOTAL 4180 Points 3" Min. size washed Cobble stone Riprap- 1500 square Feet -Min. 4" deep with geotextile fabric as mulch or ground cover Mossrock Boulders- Minimum 36"x 24"x 24" Landscape ca I cu I ati ons Required Landscaping POINT CALCULATIONS % site Area -- 27,386,m (27,386 / 1000 x 30) = 822 Points/ 1 _. t:Bufl reet`�-�scape -- Frontage is less than 50' on Texas Ave. '.� TOTAL POINTS REQUIRED NOTE: 100% coverage of groul divver, ecor live paving, decorative rock, or pennidl brass is. required in parking lot islands, swales d dram® a Ias, the parking lot setback, rig hts-of-w y and ou_iacent property disturbed during construction. QM OPERATING ' ARTNERS, L.P. VOL.VOL.'1007 PG. '488. r LN DURAND-HOLLIS UPE ARCHITECTS, INC. 14603 HUEBNER D. - . F BUILDING 18 puo i 1 c roadway. .Landscape Contractor Is also responsible- for-• -keeping-- . ..r.. the CAN�OPY TR EE REQUIREMENT � SA N A NTO N I O rsite clean during. construction and plant installation. 06. All proposed New canopy shall contrinerued Total x 5°% TEXAS red 07. This site uses a Rainwater Harvesting Irrigations stem. Adhere here dosely ,, � - TEL. 210 308-'080 80 - to irrigation schedule and coot SUFFER YARD zR@i _ _ i �G � r�Mr (G 1.R 6 � � I"� i r�cL REFS ri g coordinate installation with irrigation contractor. � ) � REFERENCES FAX. - 1 , 210 697 30 08. An automatic irrigation system will cover the en �' / ZS � S - " c9station:- � entire landscaped area. 2 Cano Trees R8 � ri �+' app. http:/ioi-d.no11 to on.tx.us/mftorngt/Q@ogrWhy/ Qu red.. �../me.n,�✓�'�hr� eMAIL OFFICEC� 09. Bedding soil (flowerbeds) shall be tilled to a depth of �� / W 37 - mew uMHn ° I ! I I DHRARCHIT CTS,COM p 8 inches and S. Gal. Shrubs Re ui red �Ty../i,>7 tur..ta.,..799e/u�6.di.na q se.pgtld./npnu � consist of 30% Sand, 70;K Black Humus or ap roved commercial P planting mix. � Y I 10. All flowerbeds rr shall. be top,dressedwith. a 3 layer of Black Humus Exi or equal .: sting i.andscapi ng REVISED IS ( ° No Existing vegetation to be claims SUE D TES. 11. Install 3' diameter mulch rings (3" thick) around all trees � d '; (canopy and non-canopy)which ch appear in lawn areas.. 12. A 11 plant material is to be guaranteed for 1 full. Proposed posed Landscaping 13. Erosion control is required as needed and clean-up q an up is included. NEW CANOPY TREES (container) -. 2 14. see site Pian I for topographic information, existing and proposed utilities, 12 6 150 Points (2.S" Cala p 1800 Points easements, adjacent land uses, existing development and roadways NEW CANOPY TREES Ccontainer) S._OBUFFER )6.150 Points (2.5" Cal.3 y - SO Points SHR ; :. _ UBS (5 gal. or larger) 119 N 10 Points 1260 Points SHRUBS CS gal. or larger) 37_ COUFFER) 610 Pointy, 370 FointA (1 W W , - (303) QM OPERATING ' ARTNERS, L.P. VOL.VOL.'1007 PG. '488. F_ It ' RAINWATERHARVESTING - - AJ : o00 0 O CIS TERN ON CONCRETE PAD NEW WOODEN FENCE WITH C CONCRETE FOOTS R IH (13 DY 5 C) FG (3 FH - _ , co NEW WOO eca DEN FENCE WITH c 'P.O.- B. RIPRAP (500 SFJ J \ MG 3 CONCRETE FOOTS c� ( 339 AJ R CP : e-1 N40"30'12"E 86.56 ° ° °°( :n 544 30 12 W 58.14v ._....it S40°30'12"W57.85 O' S40 30 12.w 135.47' --- ...•.n.� ^ - y -___ 339 v % g � TC 340.1 C 340.20 TC 340. CONCRETE CONC -fl-- 338.90 NEW WOODEN FENCE WITH RETE d a. _.. -_ ( F (2) ..... 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GEORGE C. � MARIAN CNEN � , . s s �_ 339:50 a 106 POP[ STRE LOT 9 s s 1 ARMS " a ONG ADS ON o °° ° 0 VOLUME 155, P E 376 BOULDER (1) N 0° 30 12 E 129°32 ' DY (3) Tc 340.30 0 ! �, - , .UJ CP (1) e-34025 C 339.75 DY S5 _ N - l 9:30 + TC 339.50 MG(j Z TC 340.40 TC 340.30 339.10 + UNITED STATES OF AMERICA., i» RY 2 104 POPLAR STREET LOT 10 B ) AMERCO REALESTATE I ARt4STRONG AODITioN O 1 TC 34020 ' `� a� 338.60 + M CO. W ( ONCRETE z M (50) PORTION of LOT' 11 .. * ° U VOLUME 155, PAGE 376 13FWEWAY � '. c O , LM 50) �'i v 5 -: DUMPST�R + 339.35 � , .°M.° ° ING �o e TC 340.40 PAD L 339.05 + + CONCRETE 338.29 TC 339.30 ° 1 00 ° 338.80 4'3 y ° i FH (2� : GEORGE C. 8, MARIAN C. CHEM LM 210 � DRIVEWAY .. c� ' .. Tc 340.20 1 ` TRUSTEES ° AJ x210 RY RY O (1 FG 2 ��� 1.OU POPLAR STREET CJ (145) BOULDERS (3 � �'.�.,. SO 1 338.35 + RIPRAP (23 SF) IT - Q ��1►\\��'� RY (5) - WALL I r, LOT 8, PORTION OF LOT . 7 TC 33 . DY (5) A STRONG ITION TC 340. � C 339.70 _„�,,,._,�, %� PG (8) VOL ME 155, PAGE 37 P 4 p ° 35' •36.6 -- - . -- - -- ! L°i _ S_)- I 171- RY 5 a 59, civ - `y �i �i ��-•• THIS DRAWING IS PROVIDED AS iAN O I u O INSTRUMENT OF SERVICE BY THE DY (4) �: s �� �� � U , ..�'� 'SITE BENCHMARK #� ARCHITECT AND IS INTENDED FOR USE N LM 90 'Y' CUT ON CURB NG �-� THIS PROJECT ONLY. THE DRAWING REMAINS THE PROPERTY OF THE ARCHITE'T IH (24) TC 0 339.90 f _ } ELEVATION = 338:1 FEET UPAND ON SHALL BE RETURNED TO HIM/HER; TL (T c`y a COMPLETION OF THE CONSTRUCTION WORK. PURSUANT TO THE ARCHITECTURAL MG (2Bj i, iC WORKS COPYRIGHT PROTECTION ACT OFJ 1990, ALL DRAWINGS, SPECIFICATIONS, �, IDEAS AND DESIGNS, INCLUDING THE A RIPRAP (825 SF) 4 . . ° _ O A { • OVERALL FORM, ARRANGEMENT AND '~✓ COMPOSITION OF SPACES AND ELEMENT APPEARING HEREIN, CONSTITUTES THE O (� COPYRIGHTED WORK OF THE ARCHITECT. ANY REPRODUCTION, USE, OR DISCLOSU _. INFORMATION CONTAINED HEREIN I OF t� WITHOUT PRIOR WRITTEN CONSENT OF TH' RIPRAP (421 SF) ARCHITECT IS STRICTLY PROHIBITED. SS Teed SC Q �t'S St. � � ©2009 I SITE BENCHMARK #1 SS 'J , " Z I nX,r CUT ON CURB ( ELEVATION = 339.59 FEET t� Qec% PROJECT NO. 08-098 ISSUE DATE: 03.04. 7 0 DRAWN BY: AJC/AT LANDSCAPE .PLAN . � - � 01 REVIEWED BY: GTS AJ r / ZX 360 Refs None Scale, 1'=16' North ,._� P . Noi;el Verify all dirlenslons before construction, PROJECT ARCHITECT. - �o _ GABRIEL DURAND-HOLLIS, FAA L 2tcc� TEXAS LICENSE NO. 10881 Sc . /�' ��ou .7 ------- - I J I - IRRICIZATION LEGEND NO ff queli" LOC SEE PLA14 11A"n,ONS FOR 1,)IrHg(xtion. In Texas Is regulated by the TCEQ Located at- P.O. Box. 13087, Austjn,TX 78711, &KAJAAT RIAL SEL SPECIF CTION 2,)Att Installation and design shalt be In accord with Ch 344 of the. -Texas Water Code and E governed by the TCEQ, 3,)Irrigation system shalt be Installed by an Irrigator. with a valid License Issued by. the FT] AUTOI A i MIC IRIPGATION 11MER HUNURICI.:11AMMOM X*00111R State of Texas and Imptemented according to Local and statecodes, restrictions regulations @ LINE Ft. H VALVIE NETARM A EL# -I sure Principle Back Flow Device, Or a Double Check Back Flow Device Installed 31 4.)A reduced Pres AIR R1 F VALY�E and tested as per City Ordinance 2394, NETARIM i # 5.)IrrIgatIon system shall have a proper backf(ow device approvedby Local and state codes IN-LINE FILTER PRESSURE REGULATOR Installed and tested by o. licensed Backf Low Tester with Q valid license Issued by the State Fri Q of'Texas SM PRMSU W EMLAM=M 45FSI 6.)At( sleeves shown are the responsibility of the Landscape Contractor and shall be Instatle - d NETAFIM H . nDWMOD "m jmvi e ete Installation, nBV I BALLI, LV8 and marked at the tim -of concr ILA V .7 7.)An automatic Irrigation timer. shalt be Installed according to system.needs and In accordance I I . . . . M AUT0141111 Ic C(IIINTR LV8 with manufactures specifications. . L . I C MODEL NUMBER SEE PLAN FC 11 SPECIR 8.)A rain/freeze sensor shall be Installed In accordance with manufactures specifications. 9.)Att drip tubing within the system shalt be Installed using the 'grld' spacing method with 18' row BACKPI .11.,MbBICE FBCO OUBLECHE& ASSEMBLY spacing and 18' spacing with pressure compensating emitters at .04,gattons per hour each, 10i)Att water velocity throughou -ten should not exceed 5"Feet per second, 0i -t Irrigation sys 31 IDA11 drip zones shall each have'a manufacture approved f Itter and a manuf acture approved pressure compensating device f or the valve and tubing, le?.)At( dri p tubing shalt be o. pressure compensating IntIne tube emitter system. 13.)Att drip Irrigation shalt be Installed to a minimum 2' Cie pth or under. mulch and held with staples PIP =S t WIRING every 4'-76' and at every fitting In the drip tubing, 7 -11 kL LINES -Cl_ ASS 200 14.)Att drip Irrigation shalt be Installed a minimum of 4' off of planting area edge, LAT_ 15.)On(y one automatic control valve shalt be Installed per valve box; 1, EXCE 5 FEET PER SECOND VELOCITY DO Ni 16.)AII underground wiring connections shalt have a UL a pproved 'drI PtIce, wire cap connector. every 4-6� and at every f Itting In the drip tubing. 17,)AII wiring shalt be tow voltage UL approved for direct burial cable. SCH40 MAIN LIN SCH410 LEEVIE S LA EE P LOCATIONS FOR SIZE EWITH DRAINAGE PLAN COORE INAT TAPE Et DS ANE I Aqff a Oftiubm row= A)A%A&MM 29.11am DO, NOT INSTALL PIPES OUTSIDE OF PROPERTY LINES redrdad Qw!par* G t- dh �Iwkm Mmitw1hdinkhm 2007.. G. C� y, N@fqUU.%Um&=PoaWnd 2W9. WFoh 21101 thfbX1AVWW.n&tCft OR UNDER CONCRETE WITHOUT SLEEVE, Rdh Harvvd&Wwm 2WR 3 Mcr. 14�11wwwjdh F'. Rdhwater AWRe Tom A8J I Urim ft 3 Mw. 2W9 atellft7w aeduP.. <h"*111 dh fqn VALVE #4 1 r Row SPACING x 1 ir DRIP SPACING DRIP EMITTERS:0.4 GPH, TUBING*6W RAINWATER CISTERN. NETARM YLCV4-18 (3.07GPhq 0297HOUR - 53 MIN. = 02r PRECIP -SEE DATA INSTALL NETAFIM LOW VOLUME CONTROL ZONE KIT - HIGH FLOW LVCZ1007"F SEE NOTES SEE DETAILS 04,05A6,074R3 'VALVE #5 I r ROW SPACING x I r DRIP SPACING DRIP eAffrmA4 GPK TUBING2V I'MAINUNE 11' MAIN UNE NETARM TLCV4-18 (I MGPM) I'MAINLM 029 */HOUR - 53 MIN. = 025" PRECIP =0 INSTALL NETAFIM, LOW VOLUME CONTROL ZONE W - HIGH FLOW ONE// LVCZ100754i.F SEE NOTES -7- RAINWATER CISTERN DATA CONCRETE CONCRETE -SEE DETAILS 04,05416M40 WALKWAY WALKWAY RAINWATER HARVESTING CISTERN PACKAGE SHALL CONTAIN THE FOUjOW11NG: g� OVERFLOW SIPHON F&I -My SUBMERSIBLE PUMP (GOULDS HORSEPOWER WITH RIV, �A �gz, BASE (11 15V): OR gg M., f VALVE #6 5Z g gis o' FLOATING FILTER I Ir ROW SPACING x I Ir DRIP VACIN W U dP EMITTERSDO.4 GPK TUBING:SW M 3P TECHNIK VOLUME FILTER DF se g, NEIARM TLCV4-18 (2.22GPM) ELECTRONIC PUMP CONTROL (11 15V) �g gpllll 0297HOUR - 53 MIN. MW PRECIP MULTI R, MR., iggg�-,- mg X ­TITE 4P ENTRY AND OVERFLOW GROMMETS um. INSTALL NETAFIM LOW VOLUME M ME CONCIREM CONTROL ZONE IaT - HIGH R.OW iR U 11 gli n "n gg 10 1 BULKHEAD FrMNG 050 0", -HF SO IN _101,11 Millif, DRIVEWAY CONCRIETE LVCZI0075 IN -GROUND FIRST FWSH KIT I SEEN SEE DETAILS 04,05,06,074R3 CALMING INLET DRIVEWAY:. X 0%_ RAINWATER SYSTEM CONTROLLER 3 WAY VALVE C=== Indaill all paft mordIng to manufactuWe speemcatiom Au 0 Z IRRIGATION METER METER TO PROVIDE A MINMUM OF GPM @45 PSI LU 25 PRESSURE AND FLOW HERE IS ONLY REQUIREDM > OPERAIE AUrOMA1IC RLL VALVE FOR RAIN WATER HARVEShNG CISTERN .1-4" SLEEVE CONCRETE DRIVEWAY BALL VAL VE I UMPS,]f.R CONCRETE I co PAD DRIVEWAY ROUND VALVE BOX 01 5 _-----------SEE DETAIL 03-W 'SL EVE -4" SL X. -IN-LINE WYE FILTER WALL U 96V SWC IRME EAN I LU & PRESS WREGUIAMR ,:�-_INUNE*fi. Lffi WWI PRESSURE REGULATOR SET AT 45 PSI NETARM, HIGH FLOW MODEL#PRVIMW2K SEE DETAIL03-LS3I. VALVE #3 BACKFLOW.DEVICE I 8"ROW SPACING x I WDRIP SPACING USE JUMBO METER BOX ONLY FOR ACCESS DRIP EMITTERS:0.4 GPH, TUBING:36T W -um f �� SEEDErAIL014S3 NEEARM TLCV4-18 (1.62GPM) FE800850DOUBLECHECKA&WALY OM */HOUR - 53 MIN. = 1W PRECIP INSTALL NETARIM LOW VOLUME VALVE CONTROL ZONE W - HGH FLOW I Ir ROW SPACING x I Ir DRIP SPACING LVCZ1007"F 0 IF 1, DRIP EMITTEFIS0.4 GPH, TUBING SEE NOTES NErAnmTLc4ia(1I.+12GPM) VALVE #2 SEE DETAILS 040,06WA3 I IN 0297HOUR - 53 MIN. = 025" PHaP 1 Ir ROW SPACING x I Ir DRIP SPACING INSTALL NEFAFLM LOW VOLUME DRIP EMITTERS0.4 GPH, TUBING:62Z CONTROL ZONE W - LOW ROW NOMBERS INDICAT D I ZONE NUMM TLCV4-I 8 (3.67GPM) LVCZ1007W 029, "/HOUR - 53 MIN. w OW PRECIP SEE NOTES SEE DETAILS 04,05,06,074R3 IRRIGATION PLAN CONTROL ZONE Iff - HIGH ROW INSIALL NETAFIM LOW VOLUME 02 LOCATIO 4 Scatei + LVCZ1007"F Ref,None SEE NOTES Notel Verify all dimensions before construction. North. SEE DETAILS 04A5,0647 -M t ItIGAU SINGLE EMUL.1-4111CANUU1116GAUGE N I I JPE ARCHITECTS, INC. �14603 HUEBNER R R'A W EPTABLE AS LONG SAN ANTO N 10. AS RATI FOR. IND:RGROUND USAGE. TEL. 210 308- 080 USE D I P PLICE " "'Ot INECTORS ON ALL 1309 CON E IONS SU I ITIONS REACCEPTABLE SO LONG AS THE) AREA PR BY THE LANDSCAPE ARC HIT 'OVED :CT., 0 1RRdAT10 F YERENCE 11. WATER SCHEDULE RS' 0: BAS;; 3 ON CASE HISTORICAL DATA FOR 2W8 IN BRAZOS C04 C, RRENT CLIMATE CONDITIONS n WILL REQUIRE MONrfffftCr 17C ING M kNAGEMENT OF SCHEDULE. jILAS 2. REFERENCES F09 IRRIG, ON RM & DATA. Aqff a Oftiubm row= A)A%A&MM 29.11am DO, NOT INSTALL PIPES OUTSIDE OF PROPERTY LINES redrdad Qw!par* G t- dh �Iwkm Mmitw1hdinkhm 2007.. G. C� y, N@fqUU.%Um&=PoaWnd 2W9. WFoh 21101 thfbX1AVWW.n&tCft OR UNDER CONCRETE WITHOUT SLEEVE, Rdh Harvvd&Wwm 2WR 3 Mcr. 14�11wwwjdh F'. Rdhwater AWRe Tom A8J I Urim ft 3 Mw. 2W9 atellft7w aeduP.. <h"*111 dh fqn VALVE #4 1 r Row SPACING x 1 ir DRIP SPACING DRIP EMITTERS:0.4 GPH, TUBING*6W RAINWATER CISTERN. NETARM YLCV4-18 (3.07GPhq 0297HOUR - 53 MIN. = 02r PRECIP -SEE DATA INSTALL NETAFIM LOW VOLUME CONTROL ZONE KIT - HIGH FLOW LVCZ1007"F SEE NOTES SEE DETAILS 04,05A6,074R3 'VALVE #5 I r ROW SPACING x I r DRIP SPACING DRIP eAffrmA4 GPK TUBING2V I'MAINUNE 11' MAIN UNE NETARM TLCV4-18 (I MGPM) I'MAINLM 029 */HOUR - 53 MIN. = 025" PRECIP =0 INSTALL NETAFIM, LOW VOLUME CONTROL ZONE W - HIGH FLOW ONE// LVCZ100754i.F SEE NOTES -7- RAINWATER CISTERN DATA CONCRETE CONCRETE -SEE DETAILS 04,05416M40 WALKWAY WALKWAY RAINWATER HARVESTING CISTERN PACKAGE SHALL CONTAIN THE FOUjOW11NG: g� OVERFLOW SIPHON F&I -My SUBMERSIBLE PUMP (GOULDS HORSEPOWER WITH RIV, �A �gz, BASE (11 15V): OR gg M., f VALVE #6 5Z g gis o' FLOATING FILTER I Ir ROW SPACING x I Ir DRIP VACIN W U dP EMITTERSDO.4 GPK TUBING:SW M 3P TECHNIK VOLUME FILTER DF se g, NEIARM TLCV4-18 (2.22GPM) ELECTRONIC PUMP CONTROL (11 15V) �g gpllll 0297HOUR - 53 MIN. MW PRECIP MULTI R, MR., iggg�-,- mg X ­TITE 4P ENTRY AND OVERFLOW GROMMETS um. INSTALL NETAFIM LOW VOLUME M ME CONCIREM CONTROL ZONE IaT - HIGH R.OW iR U 11 gli n "n gg 10 1 BULKHEAD FrMNG 050 0", -HF SO IN _101,11 Millif, DRIVEWAY CONCRIETE LVCZI0075 IN -GROUND FIRST FWSH KIT I SEEN SEE DETAILS 04,05,06,074R3 CALMING INLET DRIVEWAY:. X 0%_ RAINWATER SYSTEM CONTROLLER 3 WAY VALVE C=== Indaill all paft mordIng to manufactuWe speemcatiom Au 0 Z IRRIGATION METER METER TO PROVIDE A MINMUM OF GPM @45 PSI LU 25 PRESSURE AND FLOW HERE IS ONLY REQUIREDM > OPERAIE AUrOMA1IC RLL VALVE FOR RAIN WATER HARVEShNG CISTERN .1-4" SLEEVE CONCRETE DRIVEWAY BALL VAL VE I UMPS,]f.R CONCRETE I co PAD DRIVEWAY ROUND VALVE BOX 01 5 _-----------SEE DETAIL 03-W 'SL EVE -4" SL X. -IN-LINE WYE FILTER WALL U 96V SWC IRME EAN I LU & PRESS WREGUIAMR ,:�-_INUNE*fi. Lffi WWI PRESSURE REGULATOR SET AT 45 PSI NETARM, HIGH FLOW MODEL#PRVIMW2K SEE DETAIL03-LS3I. VALVE #3 BACKFLOW.DEVICE I 8"ROW SPACING x I WDRIP SPACING USE JUMBO METER BOX ONLY FOR ACCESS DRIP EMITTERS:0.4 GPH, TUBING:36T W -um f �� SEEDErAIL014S3 NEEARM TLCV4-18 (1.62GPM) FE800850DOUBLECHECKA&WALY OM */HOUR - 53 MIN. = 1W PRECIP INSTALL NETARIM LOW VOLUME VALVE CONTROL ZONE W - HGH FLOW I Ir ROW SPACING x I Ir DRIP SPACING LVCZ1007"F 0 IF 1, DRIP EMITTEFIS0.4 GPH, TUBING SEE NOTES NErAnmTLc4ia(1I.+12GPM) VALVE #2 SEE DETAILS 040,06WA3 I IN 0297HOUR - 53 MIN. = 025" PHaP 1 Ir ROW SPACING x I Ir DRIP SPACING INSTALL NEFAFLM LOW VOLUME DRIP EMITTERS0.4 GPH, TUBING:62Z CONTROL ZONE W - LOW ROW NOMBERS INDICAT D I ZONE NUMM TLCV4-I 8 (3.67GPM) LVCZ1007W 029, "/HOUR - 53 MIN. w OW PRECIP SEE NOTES SEE DETAILS 04,05,06,074R3 IRRIGATION PLAN CONTROL ZONE Iff - HIGH ROW INSIALL NETAFIM LOW VOLUME 02 LOCATIO 4 Scatei + LVCZ1007"F Ref,None SEE NOTES Notel Verify all dimensions before construction. North. SEE DETAILS 04A5,0647 -M t DURAND-HOLLIS R JPE ARCHITECTS, INC. �14603 HUEBNER R D. BUILDING 18 SAN ANTO N 10. TEXAS 78230 TEL. 210 308- 080 FAX. 210 697_r" eMAIL OFFICE@DHRARCHITE�lTS.COM 1309 REVISED ISSUE DA77ES: M V 0 V) (J� 0: n j, Orr pw THIS DRAWING IS PROVIDED AS �N INSTRUMENTOF SERVICE BY TH ' ARCHITECT AND IS INTENDED FOR U.1 THIS PROJECT ONLY. THE DRAWI E ON IG REMAINS THE PROPERTY OF THE ARC iffECT AND SHALL BE RETURNED TO HIM/ UPON COMPLETION OF THE CONSTRI. WORK. PURSUANT TO THE ARCHITEC iEk 'TION UW WORKS COPYRIGHT PROTECTION ACC 1990, ALL DRAWINGS, SPECIFICAndNs. OF IDEAS AND DESIGNS, INCLUDING THE AL RM. ARRANGEMENT D COMPOSITION OF SPACES AND ELE APPEARING HEREIN, CONSTITUT NTS HE COPYRIGHTED WORK OF THE ARCH[ ANY REPRODUCTION, USE, OR DISCL ECT SURE OF INFORMATION CONTAINED HER WITHOUT PRIOR WRITTEN CONSENT OF, ARCHITECT IS STRICTLY PROHIBI IN THE D. 200,( PROJECT NO. 087098 ISSUE DATE: 03.04.�09 N BY: A.JCO': REVIEWED BY: GTS/AJC PROJECT ARCHITECT; GABRIEL DURAND--.!HOLLIS, j FAIA TEXAS. LICENSE. NO. 10 81 . I I ,� . I � I I I � � 1. I I I . .. ... . � . � .11 ­ I 1. � I . .1 � � � I . . � . �' I I I . . � I . I � I � . . � � I . I � .. . . � . ... .. . I., . I . . I � I . � 11 I . I I .. I . : � . 11 � . ''. . I ... � : . . . I � .. I .. I I I . . . . � I I I . 1. . I . . . - . I . � � . � I , . . .� � I I . �.. . I I . . � . . � I �� � I I � � I I I . . I.. . . 1. . --- � . . I I � . .1 �. . . .. .. I - . I � I I .1 . I . � .. . . . . .. I I I 1. . � . . . . . I I � I . � I I I . . I . . � .�t . .. .. . - . i I I I . I I I I .. V. h / r TYPICAL SINGLE K TRUN TREE N PLAMER BED AREA 11 SEE LANDSCAPE PLANS FOR LOCATIONS AND TYPE AUTOMATIC LINE FLUSHING VALVE PLUMBED TO PVC .. p b 6 " OR TECHLNE CV. I I � I• -a I � I II I� .. . I I �. � . . � I. . .I I � � I . �NEfAFIM LOW VOLUME �y I I CONTROL ZONE ASSEMBLYI I INSTALL N VALVE BOX AS SHOWN IN DETAIL 05'tS - GUY WRETHROUGN GARDEN HOSETYP. . lit' WR! , AREA PERIMETER MM GRAO!' . MAINTAIN r DISTANCE FROM PERIMETER iWOEfltli'L1ClWA1lRI'MMIN I DURAND-HOLLIS UPE / I I .F wRH TECHLINE CV INSTALLATION . �' �,. � I 11 L ARCHITECTS INC. TOP OF ROar B/111 FROM CONTAINER GROWN TREE C VALVE TO , t?X1Q'VALVISOOL T BE FLUSH WITH PREP/1RED PLANTER SOB MIX , - PVC OR POLY EMAUST HE&DER 1 VALVLI I'O1 BOOL ONY ti 14603 HUEBNER RD. USE AS N®®FOR IRREGULAR LOCATIONS ! ! d . �l.17 . ._ TOP OF ROOT BALL 10 8E E�Q'OSB). � � - .�- BU ;' __ T _ '_- BUILDING 18 I � / I I I T' 17 2-'r PM TTP. 1I1- - . %TECHLNEWPERTTEE II f � I 111111 a SAN ANTONIO, PVC MANLINE 1 I- f- i- . i aaPaaeouurat TEXAS 78 I • 11 230 a" MULCH LAYER - "- rr�- I � !>10'%QEjA HtOH'lL+OiW 1x1000: FRV0mFO6YJC _ III -5 FC LCWNdW�A000.PR wa108vx 3 NO GEOTEXTLE WEED BARRIER FABRIC KAMM - \ TECHtNE CV TUBING LATERAL -i - - - Las TEL. 210 308 0080 1 1 1 e®s WITH GROINOcovLER F1LAr�TINGa ,� I 9 17 _(- F1Y DEPTH R - �1 1 FAX. 210 697 3309 AR a�/VACUUM RBS VALVE r PREPARED BtDDNG SOL `. ( _ BACKFLL TYP. _ i g .. _ INSTALL AS NEED® T .I. 3 A EACH HIGH PONTN �� e 0 - MAIL FFICE®DNR,4ftCHl.ECTS.COM 1. FULLY REMOVE NATLVESOL TO THE SIZE OF Comm - EACH ZONE AS DOSTING CONDITIONS REQURE t1 _ T� _ I J, l r : r . l r - .:. 2. FULLY REMOVE ALL CONSTRUCTION DERE TRASH, ROCKS III h 11 I . . I I . \� h r AND ANY OTHER MATBIALGREATER TFUW T N DIMdEikR. - �,. r, INSTALL N VALVE BOX AS SHO - - ' J / / WN N DErAL04Lb 17 DEPTH r a INSTALL PREND®SOL CONTANNd a09r SAPDY LOAM - MPSOL DIR \ \ ? \ . . LI , EC110N OF WATER FLOW r - / _ - / l AND 7096 BIJ►CK HUMUS SEE NOTE LSt ' 1 Rm.0AFN01E0 11-1 I - i - - _ 4. DIG PLANTING HOLE WIDTH 12" -- L . LARGER THAN . ALLSDE& ,.•. , r . 1 - -II - - - ' �_'� (_ I -11 I I I ... ..': d... , REVISED ISSUE . I I� I I I I LJ �L I III 11. a.SCARFYROOrLAI 11. .. D TES. . .✓ ..,- - BRICKSUPPORTS - - - - - _ - _ _ 6 ROOT FLARESHALL BE EXPOS®. (4T I ... , __ I i l I I i I'�y _ _ _ 1It - 1 - - - Ill.- - . ir1T1 I f1•I 1T1 I I Ill �-..- --_ - �� --= - -_ ~``� _ B I -11- - - - �T IZL� T NOTE. AR � _ _ _ IIII it II III ��� I I .III I I� I I �I 11 III -III -1 - 11 - 2 EXC v 11=H I LI I I I I I I I I t. CONTAINER GROWN TREE ONLY. A.. ATE SOL AS NIXED TO ACCOMODATE TttEE ROOT BALL 31iE . USE PREPARED �` ^� �.. PLANTER SOL MIX AS BACKFILL 2. REMOVE CONTAINERS FROM TREE B84M NSTALING. . . -..•-_ ROOMALL7O ." a. TOP of ROOT BALL TO BE FLUSH WITH TOP OF BEDDING SOL MDC Rt:ir ON NATNESOL 3 4MAXIMUM MULCH COVER OVER ROOT BALL a". r -� r NOTES. 6 IRRIGATION FOR ALL BEDS THROUGH LANDSCAPE TO BE DRP IRRIGATION " . NATtVESOC ._---------•.._ i.N1iNLCF! �---- •�. \ LCWVOL1aAEODMROL/11i19r�,YlIDR i - 4 '`Z.�: I `-,.. aveRY�uaA11or1>,oFs _ , sFOLLcwaRDaF of Ail KYASS OWH PVC OR POLY ' . a.BN MACCW1OPLIMYVFWMAUA4 11RR01lr1 , L1401'B�JCi : NOTES - - - IRRIGATION DRIP ZONE VA 4, DO NOTNirALL DEVICIN AHIDH1RAFfICMEAIGR I USE THIS ASA TEMPLATE FOR HOW TO IRRIGATE BED LA WN 1llil�eir, FOOii1RlIFt1C OR VeNC113 . _. _ NOTT 0 SCALE AREAS WITH MINIMAL SLOPE AND CONTAINING SC REM CO 1 INNING OTE NTROL YAL MULTI T YE U STEM TREE PLANTING- DETAIL IN PLANTER $ED IRREGULAR CURVES WITH DISC ' FLiER AND _ � F'RV it . -INSTALL N VALVE BOX AS SHOWN IN DETAIL 02aS ALWAYS INSTALL TECHLINE TUBING PARALLEL TO FACE I j, I OF SLOPE i NOT TO SCALE I I - P - I. IRREGULAR SHAPE DRIP LAYOUT R D - G 1 TEMPLATE - NOT TOSCALE . TYPICAL MUL EE . TFSTEM TR IN PLANTER BED AREA $� LANDSCAPE PLANS FOR LOCATIONS MITI' TYPE KNISH GRADE - INSTALL ABOVEHKi - HESrELEVATKNJ • GUY WIRE THROUGH GARDEN HOSE AT FJ1(:H FIRST N ZONE • FINISH GRADE MPRESSION RING . 6 ROUND STANDARD PROVIDED BRANCHINGTYP. VALVE 1.. VE BOX 6"ROUND r : + STANDARD 1 . .. . ECVIUBNG 1: , _ I ,t j I VALVE BOX m ARL REINPNACUUM VALVE W �,i- - i , TOP OF WiFROMCONfM6tON01AMiRdt -� - -Tm1 I- TOlRlIg11WIMF1!!!AR®FLAMetfOL1�L fMxj'F WFA06WNM � _ _ 1�_ _ IF �-il _ LNEFiUSHINGVALVE �; ; L TIoFaFpoarwtTnee�osleD. II =, -I LlI 1 Baow Y YE BOXLo F-TLPV-I 1- -- _ �c -tnncooRa�LaRG1E� _ _ J11; 11.1 IZ _! J-1- I --i - _ - _ I_- - _ __ i a woonEl sr t° x2' x Tr YvrtH cErtl3t� i - -I -1 - _ = _ -1 1. I ' 1_L afm - olAtistatFloLeFDRRauYw�s _ _ 11, I ;. - RLvwNmFORfrAmAmmffwmATTw*c L8i01H/1t!®®. _ ? I --- - = `i - ��- _. . OF atsYl�AIR ! i I 1 I I` II I-1 IT l iL BRICK SUPPORTS ( I I _=1L= spy -1 Tf1= _ f I -I MULCH LAYER _ _ _ ; i s , z _ _-FH....Ll l NO GEOTEXTLE W® BARRIER FABRIC PLANTNC' BRICK SUPPORTS (4) .- - _ _ .- __ BEDS WITH GROUNDCOVER PLANINGS - --Zig I I �=i n - - _ : I: i! �I -all CLI. 1 --- - - "I `Ii I `.I ". GRAVEL SUMP _ -- _ 3 DEPTH . _. _ 11.. _. ` 11.1. - y, -- -- ` PREPARED11 11, _ TTT 7� 7� iT TTT �1 iiT u u BEDDING I i I 111 I i -1 I - I 11=1 I I " _ " �T i - I 1 I- MN.1 CL! FOOT VOLUME -) -a3]. - = - Ll 111 _ _ _ _ iT 1. RILLREMOVE NAtiVESO�L 1 EE SIZE OF PYC LATERAL OR iECHUNE BLANK TU I i - _ _ _ . - -- - __. - I iT 7-�T NTANBL BING - I I I 1 T- __ -_. 1T1 I f( --F-111 111 li1T>- fii`1 -111-III %� 2. FULLY REMOVE ALL CONSTRUCTION DEBW TRAS ROCKS ATTACH RISER TO THIS PPE I j- -- •- = - _ = = _ _ r H, 1T1 111 111 TC�1I iT I . \ ` ��\.•0 1 AND ANY oTHTSR INATElW GREATER THAN 2" N DLiMETBL _ _ - - = 1 - f I - _ _ 1l _. _ r _ r 1�I -- _. - _I IL i ,I :111 12" EPTH \ r t a. INSTALL PRErCD®SOL CONTAINING 8014 SANDY LOAM TOF'SOL - _ __- _ .�� -=1 = _ 111= - - til -TTL- I ' / \ Y\ . i � j AND 7091 BLACK HUMUS. SEE N07B LSt _ _ 1 Lit I -- 1 - - - - _11_1- II I I _ - _ - 4. DIG PLANTINGS HOLE WIDTH 12" LARGER TMAN ROO MALL ON ALLSIDES. STAINLESS STEEL - - - U/ �. p� T L� , CLAMPS -I LLJ-1L- =1 I 1 = (=1 �l - _ 11- ((=11 -1 f T _i �'' I (- I I -I I -I I ( III , 1�1-1(I _ -.:. b. SCARFlT ROOT BNL . � 1-i 1=1 I 1-Ti=I I M=1 -I I I I - . ,. - 1 - - I -f 11 I I-1 i 111- _ - _ -. 1. : I - _ - - - - - ; 6. ROOT FLARE SHALL BE E I'OS®. � _ !1! __ _ _ T1 " I i I . (�. " � _ 111 j� � Tf�-ff1 fly _ X11-iT1 Tff 111 F (r� i(I III III III III I I I I-111 111 III -i-11 11 11 -LI I-� I I . . NOTE: ; WOCAVATE AUTOMATI W .. 1 W7 SOL AS NEtD® TO ACCOMODATE TREE ROaT BALLS CLINE FLUSHING VALVE • t. CONTAINER GROWN TREE ONLY. ..• USE PREPARED PLANTER SOL MDC AS BACKFILL L . 2 RFMOYE COPITAINEtS FitOM 1R� BEOtiE NSTALENG ROOTBALL TO REST ON NA,iVE SOL AIR RELIEF VALVE NOT TO GALE S II a. TOP of ROOT BALL To BE RUSH WITH TOP of BLODMRO SOL MDL , " ..:... 4MAXIMUM MULCH COVER OVER ROOT BALL. w a". 6 RRIGATiON ALL W FOR 8®S THROUGH W DSCAPE TO BE DRP IRRIGATION i11A71VlSIOL NOT TO SCALE . - O , . . i 1 ,. � . � _...- I I 1. . I I ,.I.. �. I I � I �. .. I I � I . � � , � . � i .11, - I . � I . . n-,**" - � I I . ... I . I 11 I I � . I � � .1 � I I � I . � � . � ,� . ­ I I � � � � I I � . 0 I I I . I . � I I - : . I �MULTI BRI U STEM TREE PLANTING DETAIL IN PLANTER BED CK SUPPORTs 4 t � � I CL RA� I � I - O S NEEDED TO . _ F _ VALVE BOX TO FINISH GRAD_ NOT TO SCALE - N T 1.:INST . . DOUBLECHECK VALVE ASSEMBLY ALL VALVE BOXE. WITH MINIMUM OF 12' SPACING FEBCO ORAS CITY/MANUFA URE PECIFICATIONS R f I C 850 OR CITY APPROVED SUBSTITUTE REQUIRE. W . WHICH IS GREATER. SHRUB PLAINT MATER J UMB IAL O r) O METER BOX WITH LOCK 2. USE ONE E INLINE WYE FILTER WITH R M PER B rvt�LY THE i VALVE PER BOX O ONLY 3. USE BRICKS TO BLOC VALVE BOXES AND SET DISTRIBUTE SPECIFI D QUANTITY OF PLANTS WITHIN PRESSURE REGULATOR SET AT 45 PSI � - EACH DESIGNATED AREA. MAINTAIN EDGE AND SIi'ARA110N LEVEL TO GRADE. SEPARATION DISTANCES BETWEEN FLAW NETAFIM HIGH FLOW MODEL#PRV15 045V2K Q REMOVE HANDLE A 4. INSURE WORKING OR CITY APPROVED SU S AFTER INSTALLATION ESS T IT S FROM VALVE BOX LID, a^ MULCH uYLR SUBSTITUTE . OPENING. , NO GEOTERTLE WE® BARRIER FABRIC FLAMING . BEDS STANDARD METER BOX' 1 BALL VALVE DEPTH PREPAREDBEDDNGSOLBACKFLLTYP. FINISH GRADE , x . r I .Y �"� X -. r 1 1. FULLY REMOVENATIVESOLMTHESTrEOFCONTAINIR FINISH GRADE i (Y ROUND VALVE BOX EXISTING METER BOX \ K`• � � � >✓%i �` T`' /, � ., 2. FULLY REMOVE ALL CONSTRUCTFDN DF:BRS, TRASH, ROCKS f\ i �y :\ \ rn % 4 �, AND ANY OTHER MATERIAL GREATER THAN T IN DIAMM FINISH GRADE 1? i\1C/ . / / 1, f l / % 3.NSTALLPREMIXEDSOB. CONTANNGa0%&4MYLOAMTOPSOI, INISH GRADE \fr\\/,\ ort .�\ . \ .� .r \,�/\ MID 7096 BLACK HUMUS S� NOTE LST _ - a ly . -I - I - - (( - _ 4 DIG PLANTING HOLE vVD7tH 12• LARGER _ _ z. it %. , �� �_ _ _ THAN ROOTBALL ON /!J1SDBf1� _ '_ . W.l .e�.a,a11t I� a, 1!a :A,- U.�t �, t, . t ``.,'' f ( - -- - .- _ _ �� ' .il _ i. _ _ �n i!t . _.iA Ile �>! Q d.=. I♦s.BTd. M_.. . l I L1 TT -) 1 I I � I I I ( b. SCARIFY ROOF BALL . - _ _ _ _ - _ � - _ I - - - I 1 1 I I _ T-- (T� fes- - T -- _ I l _ � 11 _ . t r� - r rr _ _ 1 �1 1 TT Tt l �T -Ill- -I I -1TI� (-I I TI I s Roar RAREsww BE Expo. - 1T1 i11 -ITT -1T1; F ij (- I I ( 1= �( - j- - NOTE:11 _ _ _ _ - - _ _ --IL. TTI 11 _ L)� -h- _ 111 iT1 I I_TI 1Tf -111 _: - (- I 111- _ I� _ _ ISI _ 1� -I[1 1. CONTAINER GROWN PLANTS ONLY. - 1 �_�7 z = - - - 2. REMOVE COMANERS FROM P = llL-11 l.= I- = - l - - - - . LAPiTS BEFORE INSTALLING. - DIRE -=1=1_:111=I .Y .:_ - 1 � 11_1 �_ 11=111- .PLACEPLANiSINPRE'AREDBEDASSHOWN. MAFm�lIIlTW11RANrR00rMLLBiULYRAM DIRECTION OF WATER FLOW � .1 1L _ _��1_I _I - - - - - P AMNo�L 1111.LL1-111-ll1-11 _1� -11 111 Lll� 111 -Ill 4. IRRIGATION FOR ALL BEDsn�RouGH LANDscAPEro BEDRP IRRK'SATiON T000'tlICI't70FirAaBlNlFI�AIlm - = - - - - 1--11111' 1 111=111= WATHt MEtpt L -1>�- �„������� I - - - -off- -- _-Ill :TILT -I(1 E OF TSI I 11 -11.1. -LI I � L1. --I I � � : -111 � 1.1 _L=11_C� 11L. � �_ � � ,-. i = I � -- I ! � _ _ � • F i _ _ PROVIDED, i� 1 f - 1--H7- P < • -1� DONO�rRMRORdR000�VORNMIt+CHLA1fetON,Y, - NOTE: _ . .r- '� - • '9 l NATIVE SOL - _ - _ = _ - _ - I 1 II EDGE SPACING FOR PLANTS VARIES - _- �_ _ l�[-_�-lam: 1=1 I� 1- - _ _' _ - - I =_ -f� * • * �� ll -1 1 �. - WiTH SPECIES AND LOCATION. - - . .. L _ 1 - �lI l� _ - i =�_ -! .i = �_ . 111 111-.1 �.•..', , .. • 1� - -1 _ 1 . -11 a- . . d '... • - • •M.� _ _ �• - ..,.d' :.1:.35. :..�.•. , • TNG Ll. 11 1 :..r� I Vii. .:.. . ....: .r 1. 1L. I i ' a- t - .�, : 'a rr Y . v'r I I - - I I-1 I I - i -_ _•, a .: ... :� .. . , . t, ,.J, .. +1. .a... ..rte...:. _. .'; t. .. �. - �' _ ,--axG...; _ °:^ _ _ :� .. 1 Ill III --� ..-_ �. ..... , _ .,r � � �-�-'.-°��'.<. y .. 1 _ . ..... w -. _ � � • e CONTACT LANDSCAPE ARCHITECT FOR CLARIFICATION IF NEED®. .:,.:.' . - . Z :...: ' : ;> ✓. , �,'•::�; • j 1 00 111}'j'(1�-_ : �. , -r �... •. f h r _.:, �-- 71! '" y�/� _ �'j _ 7 I I'' 1� 1-- ��� "f TI:" ry,��' "lam• ;y+� ffT" 1 1 1--I •' - w'•' i V -11T i -�T 1T�111� 1 1 , �, •, .tee :• a..-;�y: - -p- . :C••: E 7�-� :ir S '�j j}"-•�j'j Tj'j - C I I I �i l -"`I I I-"'111"`•' � � � -1T I _ E =1y =) 11T=1h1 I •', - Z� L-=�r�:=_•G1Z 1� I� -I�1;=11=-r I -- 11-=111. - - �11��-!ll 11.1 -.1 -1=1l --1L- � .�� - - - 111- i 1 - II -1 _ - -11 111 111-� - - - - =� 11-a11�_ -1 TILT. I I = I = I _ I =1 =1 I!� 1=1 1.= I_ T _ i - _ I - _ - - �- :�. � _ _ _ - - -�� 1�1ll .111- �� 1 � �`� (_I 1.1 1. 1 ll_ -1 LI- -111 111.1 -ll 1Li .II_ III I i _ .. = `�� __ - - L Ln - !-T_ L iT- = 7_ I_ L_ I _I I�--L1=-LI (:_ I I =1 1- I- I ll��_ I _ 11= I = I - - - - -I 1 _1 11_ .1 L{1! ll I _-1i1-1L=11. I I__. I I I_-= I =1 I= I i� I I I I I I I 1!1 LII- r=l_1.1�1J_I -11-111- i- - -- I - -' ;: 1-- 1 I - - - -- - - L _1 11 SECTION11 . GROUND COVER PLANTING i 111 a.11� �1- 1 1� �- ��.1- - �.- ii i�11- 1= -1�-x-11 �-�� =11- IF- I - - _ - - - I - - - - ( `STI- fif(--.1T1 1T1_ :TIL -I I 1-IiT-- - - -- - - _ _ -- 1 _1 .(11. 1 _ 1L 11 111 ll1 �J1 11� 111- 111- I -� I:- -1 (-1 f 111 11 I-1Tif I = ij __ 1f1iTGIT TC1 1-011 Ill I 111��i1� 1 Ci Il _ (Ci -.il _1T _ = _ - - --1-� _ _ _ - - _i _ w _ _ -- - _ -� _ _ > -iT1 111- r1 1r111�-1r1 Irl i rrl-iTT - _ _ II 11T 111 111 _ _ _ _ Y .__ _._ _ � � _ _ _ _ ._ _ _ _ _ _ __ -- - _ _ ITR _ T TI -__-1T1 1 '�f �'�T TI -iTf-{ TI - �Tl� f I I i_ _ _ i I I 1 fl- Ii 11f I I I� f -1T1 I Tr IIT TrfT[ 11-111 Ili. I i 1 T1 I .11 f _._ _ _ _ ___ -_ _- _.__ _ . __ __ _ -- -- 1Ti - _. _iT l _f T -I1 -111 1T[ _I fi 111 F 1 ISI' _ __ _ IiT-IIT II.-T1CT1� 1= __ Ill-if1 I I i f- �1=IiT-ITT -- - -� _ _ __ �__� �, _ ___-_ ---- _. _--__-__-_��_ ________ Lf1�I T�Ii I'l�_I1=i��111-11 -11 Tf=1 t _� LLI� „[i-l�,l L�L Ir�I.11� LL�],- 1 Lll� l T�.t�111r1 11 111 T� - r -IIS >1r 11��Z=IAC �1--r -a } j{ I� _7Iry'7' { 7�' 7I''7�t 71 �t ��7, I(_ 1r- 11. T , t w . 1 . 1 . e _ --x-'1' 1 1. 111 1.�.J_LI__.I.LL- i 1 . t1.L_LLL-IJ.L..-11 �I�� .L L :- T. I11 - 'LL' 1 ,_ .}• -'LL �T- ._ L'-'-1.L1-�-� - NOT TO SCALE - THIS DRAWING F PROVIDED AS IAN INSTRUMENT OF SERVICE BY T E ARCHITECT AND IS INTENDED FOR SE ON THIS PROJECT ONLY. THE DRAWING REMAINS THE PROPERTY OF THE ARCHITECT AND SHALL BE RETURNED TO HI %HER . . UPON COMPLETION OF THE CONSTRUCTION DIR GTI N OF WATER FLOW WORK. PURSUANT TO THE ARCHIT CTURAL WORKS COPYRIGHT PROTECTION A T OF 1990, ALL DRAWINGS, SPECIFICAT ONS, IDEAS AND DESIGNS, INCLUDING THE 9" MULCH LAYER OVERALL FORM, ARRANGEMENT D COMPOSITION OF SPACES AND ELEMENTS NO GEOTEXTI.E WtE D BARRIER FABRIC N FLAMM APPEARIN G HEREIN, CONSTITUTES ,THE INLINE WYE FILTER MANUAL SHUTOFF V coPYRlctIrEO WORK of THE ARCHITECT. BLns wmi GRouNDCovER PLANTINGS., :. DOUBLE CHECK VALVE ASSEMBLY ALVE WATER METER \ .. DISCLOSURE . . /� / rI .. . . OF INFORMATION CONTAINED HE EIN �i�r \ \ \%\\ ~i f \ PREPARED BEDDING SOL BACKFILL TYP. .. WITHOUT PRIOR WRITTEN CONSENT F THE rI 11 11 f f �% 1.FUilYRLMOVENATNESOLTOTHEDEPTHOFiB BHOWFLARTEt, ARCHITECT IS STRICTLY PROHIBITED. . i�-` EDGETHROUGHOUTETREPLANTER . . -I I= 1 IIllr �r . 2. FULLY REMOVE ALL CONSTRUCTiON DEBRIS, TRASH, ROCKS © 2 0 0 9 I_LI- F -Em I I_ .. . _ . AND ANY OTHER MATERIAL GREATER THAN ? N t11AMETEL 1 ! - I - I=11 � I a. INSTALL PREMD® SOL COMANNG 30%SM'DY LOAM TOPSOIL - _ . . I I LI I I� - P11 - POINT OF CONNECTION ll 1 AND 7096 BLACK HUMUS. SEE NOTE LSI I I� I- I- 4. CROWN BEDDING SOL N ALL FLowERBEDs. _ . PROJECT NO. 08-098 T1T� I=) I 1=iT1=T=I I b. TOP OF SOL N PLANT CONTAINER SHALL BEATTOP , . I( , NOT TO SCALE , ISSUE DATE. 03.0 .09 OF PREPARED FLOWEiRB®SOL 6. SCARIFY ROOT BAIL DRAWN 8Y: AJ NA71VESOL - /AT REVIEWED B . Y. GTS AJ C SECTION . TYPICAL PLANTER BED MIX AND SOIL STRATA L PROJECT ARCHITEC GABRIEL DURAND-HOLLIS' FAIR NOT TO SCALE TEXAS LICENSE N0. 1 881 Mm FIRST FLOOR LOBBY 4 SCALE: 3/8" = 1'-0" I P5 10 0 000 TNI1 o0 LEGEND 9 aj 61 SECOND FLOOR LOBBY 3 SCALE: 3/8" = 1'-0" FIRST FLOOR 1 SCALE: I /8" = 1'-0" BREAK ROOM SCALE: 3/8" = V-0" a 1 1/ 42' ION 06 2S- N ION 06 18-tN ION 12 00. C0 i M EL URAL STEEL FRAMM MN, REF. STRUCTURAL ILLED FETAL PAN STAIRS TUBE RAILNOS PAINTED PIPE HANDRAIL MOUNTED 36' A.F.F. 1/2' DIA. PAINTED PIPE GUARDRAIL 0. PLASTICS. AND Cimolu tiES Z ARCHITECTURAL WOODWORK PINE LOWER CARNETS, REF. FINISH SCHEDULE PINE UPPER CABINETS WITH TWO ADJUSTABLE F. FINISH SCHEDULE lom METAL DOORS AND FRAMES AL DOOR FRAME, PAINT AS SCHEDULED IOOD DOORS ) CORE DOOR BOARD )ARD, PAINTED AND TEXTURED AS SCHEDULED IALTIES 11EC110N SPECIALTIES ISHER WITH CABINET :O REF. FINISHCHED VIMEWIPMEW _. WMDO. tRcy/ �. - n DURAND—HOLDS RUPE ARCHITECTS, INC. 14603 HUEBNER RD. BUILDING 18 SAN ANTONIO, TEXAS 78230 TEL 210 308-0080 FAX. 210 697-3309 eMAIL OFFICEODHRARCHITECTS.COM :REVISED ISSUE DATES: Al 0 A TNI1 LEGEND SH ERWI 4 WILLIAMS NAVAJO WHITE 61 6 FPAINT i TO MATCH SUNSHADES Z z 0 0 F, SH 14 WILLIAMS ROW HOUSE TAN 7639 LLJ ui F ICI DEE BROWN A0616 I • mi 1 NVENETIAN GOLD GRANITE Lu WI 0 COLOMBIAN WALNUT mi 1793-7 oe c. MW AIA)f JACOBEAN 2750 6" 1 WOOD BASE, USE S1 tRcy/ �. - n DURAND—HOLDS RUPE ARCHITECTS, INC. 14603 HUEBNER RD. BUILDING 18 SAN ANTONIO, TEXAS 78230 TEL 210 308-0080 FAX. 210 697-3309 eMAIL OFFICEODHRARCHITECTS.COM :REVISED ISSUE DATES: Al 0 A FIRST FLOOR THIS DRAWING IS PROVIDED AS AN INSTRUMENT OF SERVICE BY THE ARCHITECT AND IS INTENDED FOR USE ON THIS PROJECT ONLY. THE DRAWING REMAINS THE PROPERTY OF THE ARCHITECT AND SHALL BE RETURNED TO HIM/HER UPON COMPLETION OF THE CONSTRUCTION WORK. PURSUANT TO THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990, ALL DRAWINGS, SPECIFICATIONS, IDEAS AND DESIGNS, INCLUDING THE OVERALL FORM, ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS APPEARING HEREIN. CONSTITUTES THE COPYRIGHTED WORK OF THE ARCHITECT. ANY REPRODUCTION, USE, OR DISCLOSURE OF INFORMATION CONTAINED HEREIN WITHOUT PRIOR WRITTEN CONSENT OF THE ARCHITECT IS STRICTLY PROHIBITED. © 2009 PROJECT NO. 08-098 ISSUE DATE: 03.10.09 DRAWN BY: AJC/AT REVIEWED BY: GTS/AJC PROJECT ARCHITECT: GABRIEL DURAND-HOLLIS, FAIR TEXAS LICENSE NO. 10881 A100 =J IAJ Z z 0 0 (A LLJ ui Um Lu • mi CC 0 Lu mi mi 4c FIRST FLOOR THIS DRAWING IS PROVIDED AS AN INSTRUMENT OF SERVICE BY THE ARCHITECT AND IS INTENDED FOR USE ON THIS PROJECT ONLY. THE DRAWING REMAINS THE PROPERTY OF THE ARCHITECT AND SHALL BE RETURNED TO HIM/HER UPON COMPLETION OF THE CONSTRUCTION WORK. PURSUANT TO THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990, ALL DRAWINGS, SPECIFICATIONS, IDEAS AND DESIGNS, INCLUDING THE OVERALL FORM, ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS APPEARING HEREIN. CONSTITUTES THE COPYRIGHTED WORK OF THE ARCHITECT. ANY REPRODUCTION, USE, OR DISCLOSURE OF INFORMATION CONTAINED HEREIN WITHOUT PRIOR WRITTEN CONSENT OF THE ARCHITECT IS STRICTLY PROHIBITED. © 2009 PROJECT NO. 08-098 ISSUE DATE: 03.10.09 DRAWN BY: AJC/AT REVIEWED BY: GTS/AJC PROJECT ARCHITECT: GABRIEL DURAND-HOLLIS, FAIR TEXAS LICENSE NO. 10881 A100 ROOFACCESS HATCH _ 0 I 0 N Col 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 QROOF PLAN 2 SCALE: 1/80 = 1'-0' N � � D y D o 0 O O o O -- 0- O 0 O O 143'-23/8» 85/8» 18'-11" 19'-0" 19'-0" 19'-0" 19'-0" 19'-0" 19'-0" �'/s' 10'-15/8„ 9'-6" 9'-6" 9'-6" 9'-6" 9'-6" 9';-6" 9'=6" I 9'-6" 9'-6" 9'-6" 9'-6" f 9'-6" 10'-15/8" 8 8 8 8 8 8 8 7/A821 '7 `,� 3 A800 D DO © 3 A800.��..�� O � B 204 -------- _ 0 o O 0 CORRIDOR — I SIM SIM 1/A400 — 203 202 16 20 �' A 204 A BREAK D ROOM 4 ( 203 JANI OR ( 0 10 0 2 7 201 ( 1 A160 B 2 P3 ( 1 r — -- -_ - WOMEN'S I o STAIR 1.2 �; MEN'S. � ESTROOt 209 �kSTRR00, - 206. q ( - ELEV. � ' � 2fl8 --� I � pgCE 16 � 1 101 � 5 5:A801 i 205 P3----- ,� A I 5 2/A801 u 3 IA801 ' 3'-5" 5'- y2" 6' -mss" -- ----- = I 2'-11%„� 1/A300 ------------------------------------------------------ — --3--, — — — — — — — — — — — — — — — — — o --- C-4200 � I 10 8'-11» N IT-- 2 A901 of N 7Jm1 �01 ' j I, MASION05- I ("D HPIET 01- 50 00- ROY RO)F IG KEYNOTESDil REOILARO ENTS TOR, OWNER PROVIDED ALS I FABRICATIONS 'ESS LADDER REF. SPECS. AC � W.TCH, 51 W -I STARS A �D CRETE' FILLED METAL PAN STAIRS _ LOBBY 202 5218 -1 ANDTUBE RALNW LLI um ui A.F.F. mi i 1 1/2' 10, DIA. PAINTED PIPE HANDRAIL MOUNTED 36' -I 42 HIGH, 1 1/2' DIA. PAINTED PIPE GUARDRAIL (D, 4 HIGH, 1 1/2' DIA. GUARDRAIL SIM - - - - - - - - - - - - - - - - - - - - - - - - - - - SI - - - - - - - - - - - - - - - - - - - - - - - - - - ----- -----------------------� 1700- ICORI TIVE FORM® FETAL 19'-0" 19'-0" 19'-0" 19'-0" Ir 16'-95/8" MINUM SUNSHADE DEVICE AS SPECIFIED. 18'-11" 7'-45/8" ( ION - VMOOD, PLASTICS, AND COLF08TTE8 1 1 141'-13/8" 1000 - CARPENTRY g j W D BLOCKING AS REQUIRED p W ii D FRAMING, REFERENCE STRUCTURAL ® -'1'11EIiMAL AND MOISTURE PROTECTION ® 2100- INSULATION A O i '�� 1 3` I RIGID'INSULATION i' 2 TA EREI INSULATION CRICKET ! '5423- 5423- 1 %X*= 36C 3 MIL PO ROOFING D 82 00- MO T FETAL RASFNNO AND TRIM 4 I NI HED METAL COPING I , 77200- ACCES80RES c 5COflNLOUS CANT STRIP VIISION 10 - SPECIIALTM 9 44 00 - --- - PP0nE0TKM SPECMLT M c 6 FlE EXTINGUISHER WITH CABINET N IT-- 2 A901 of N 7Jm1 �01 ' »" _9y 19 -6y2 120-10}�q N BALCONY M 201 A _ i ( � 2 A900 0 _ LOBBY 202 ca LLI um ui . mi jr 0 10, -I ( 7 A800 ,r ® 1 /A801 Oq Oq O 0 �, 1 A801 Oq 9/A80 ® ` 6/A8801 SIM - - - - - - - - - - - - - - - - - - - - - - - - - - - SI - - - - - - - - - - - - - - - - - - - - - - - - - - ----- -----------------------� 10'-35/g" 19'-0" 19'-0" 19'-0" 19'-0" 19'-0" 19'-0" Ir 16'-95/8" Ir 105/8 18'-11" 19'-0" lir 19'-0" 19'-0" 19'-0" 19'-0" 18'-11" 7'-45/8" ( 1 1 141'-13/8" ' N 1 0 2 3 D O 0 O O a O O 0 0 0 w cto 0 0 0 SECOND FLOOR /► 1 SCALE: 1/80 = V-0" N 7) NZ .I P�3 PAINT TO MATCH SUNSHADES I'I PRH/ DURAND—HOLUS ROPE ARCHITECTS, INC. 14603 HUEBNER RD. BUILDING 18 SAN ANTONIO, TEXAS 78230 TEL 210 308-0080 FAX. 210 697-3309 eMAIL OFFICEODHRARCHITECTS.COM REVISED ISSUE DATES: 0 0 A 2nd FLOOR AND ROOF PLAN THIS DRAWING IS PROVIDED AS AN INSTRUMENT OF SERVICE BY THE ARCHITECT AND IS INTENDED FOR USE ON THIS PROJECT ONLY. THE DRAWING REMAINS THE PROPERTY OF THE ARCHITECT AND SHALL BE RETURNED TO HIM/HER UPON COMPLETION OF THE CONSTRUCTION WORK. PURSUANT TO THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990, ALL DRAWINGS, SPECIFICATIONS, IDEAS AND DESIGNS, INCLUDING THE OVERALL FORM, ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS APPEARING HEREIN, CONSTITUTES THE COPYRIGHTED WORK OF THE ARCHITECT. ANY REPRODUCTION, USE, OR DISCLOSURE OF INFORMATION CONTAINED HEREIN WITHOUT PRIOR WRITTEN CONSENT OF THE ARCHITECT IS STRICTLY PROHIBITED. © 2009 PROJECT NO. 08-098 ISSUE DATE: 03.10.09 DRAWN BY: AJC/AT REVIEWED BY: GTS/AJC PROJECT ARCHITECT: GABRIEL DURAND-HOLLIS, FAIR TEXAS LICENSE NO. 10881 A101 0 • ca LLI um ui . mi jr 0 am mi mi 2nd FLOOR AND ROOF PLAN THIS DRAWING IS PROVIDED AS AN INSTRUMENT OF SERVICE BY THE ARCHITECT AND IS INTENDED FOR USE ON THIS PROJECT ONLY. THE DRAWING REMAINS THE PROPERTY OF THE ARCHITECT AND SHALL BE RETURNED TO HIM/HER UPON COMPLETION OF THE CONSTRUCTION WORK. PURSUANT TO THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990, ALL DRAWINGS, SPECIFICATIONS, IDEAS AND DESIGNS, INCLUDING THE OVERALL FORM, ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS APPEARING HEREIN, CONSTITUTES THE COPYRIGHTED WORK OF THE ARCHITECT. ANY REPRODUCTION, USE, OR DISCLOSURE OF INFORMATION CONTAINED HEREIN WITHOUT PRIOR WRITTEN CONSENT OF THE ARCHITECT IS STRICTLY PROHIBITED. © 2009 PROJECT NO. 08-098 ISSUE DATE: 03.10.09 DRAWN BY: AJC/AT REVIEWED BY: GTS/AJC PROJECT ARCHITECT: GABRIEL DURAND-HOLLIS, FAIR TEXAS LICENSE NO. 10881 A101