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N 3 Dz� /� Dzm!1 z m'O N 70 --1 � N r z>Db rn�� Z z A- A MOO n D z z tP D m z m z z �(AAf D m v D N z D 1100 WEST SIXTH STREET sI Ee Lsi'cee SUITE S .......... munumi-N-I"'.3 612478.2090 t I FAX 476.2099 COLEMAN 8570 NACOGDOCHES ASSOCIATES SUITE 150 0 x0 LANDSCAPE ARCHITECTURE 210.987.4949 ENVIRONMENTAL DESIGN F 7� m I wvw,�- E-�tZ Pi D D -t < c� 70 z 7C�= Iii U D UJ D iA (P 3 r r IIJ rN0 () E�jp. �rn�bHO N rntpX ur-f- ���EE,aE� -+ pD r-pXDzm r'cD-{173 tt0 '_3ZD�XDrn mrlrz U mr-n?I - 0— M o f (P c: � �—i m � 41 CP —lO to t- C1 m r O E c 11 rn A D N D n L � r D (J� 3rz c EOQ1- -1 3 m z rn O c (1 ID n r� D i11 n �O N (l D b -( z O D — - c rn — O WS -X UI n _ D D �p D D X _ 3 -+ to r � — Ft- _ � c O D r rn =' 2>Fz zym-DN I-crn ��(,T--4F23E0� ulzz! m 3D=zrn (pJr. Z NoE �-t? N 3 Dz� /� Dzm!1 z m'O N 70 --1 � N r z>Db rn�� Z z A- A MOO n D z z tP D m z m z z �(AAf D m v D N z D y o ro REVISIONS OF F yo DOVETAIL DEVELOPMENT LANDSCAPE PLAN .................... o AAN G. COLEMAN 0 c „- THE WOODLANDS �FG974 O OOsc OF COLLEGE STATION qPE ARC 1100 WEST SIXTH STREET SUITE S AUSTIN. TEXAS 78708 612478.2090 FAX 476.2099 COLEMAN 8570 NACOGDOCHES ASSOCIATES SUITE 150 0 x0 LANDSCAPE ARCHITECTURE 210.987.4949 ENVIRONMENTAL DESIGN FAX 599.3802 7� m I wvw,�- -. 0Z(1 { m GN x 3CN ��-pjt , 'F M m -n x m w N n B c r A �m�n M �—wr_ �N� Gk 3! =—M �. O �:1W ti�l,, -Z40 T m us—,— b � _� X r ���'' g D Nj m � _� ��. a m u -� u ' 9 -� ' •�- m r X n Dz m { N pp cp r r�i r N 3 � -4 n F r � w cp — 0O t� � r -p 3 = O t7 tl O r� —'n r r = _ -•t 70 � n r O r s cp � _ r -fO n � r � �4� : r � r cp _ b• tl 70 r O m 3 n rtT+ r m tp 46 _� O � N. = p li -1 m 70 ]II T- m b' �, O � _ r - tit 1� , _ 2 - cp,� = - Thr cp T�i r t- 3 � Tit �, --D ttt 1' 1 - r 7 _ m 70 2p cp rp _ cp A — ]0 — t11 r �� (A �� � cp b• tp- — D c y o ro REVISIONS OF F yo DOVETAIL DEVELOPMENT LANDSCAPE PLAN .................... o AAN G. COLEMAN 0 c „- THE WOODLANDS �FG974 O OOsc OF COLLEGE STATION qPE ARC 1100 WEST SIXTH STREET SUITE S AUSTIN. TEXAS 78708 612478.2090 FAX 476.2099 COLEMAN 8570 NACOGDOCHES ASSOCIATES SUITE 150 SAN ANTONIO, TEXAS 78217 LANDSCAPE ARCHITECTURE 210.987.4949 ENVIRONMENTAL DESIGN FAX 599.3802 LANDSCAPE ARCHITECTURE CONSTRUCTION PLANS FOR THE WOODLANDS OF COLLEGE STATION February 2007 =NOT FOR CONSTRUCTION PREPARED FOR T if E DOVETAIL DOVETAIL DEVELOPMENT L.L.C. 1550 TIMOTHY ROAD, SUITE 201 ATHENS, GA 30606 Conal nam.. Ron J.ck-n, 0-1.p—N Manager URBAN RESOURCE GROUP A DINSKIN OF KN1lEY-HORN AND AMAn INC. URBAN & DDELOPMENT PLANNING LANDSCAPE ARCHITECTURE SITE GRAPHICS WE 500 - 2601 CA11FM RDAD - SARASOTA, FLONA 39232 PHONE 941-925-1730 FAX 941-922-2351 C.nt.d nam. J0 NetJI. URBAN RESOURCE GROUP A OMMON OFKU"41ORN AND ASSOCI1TE11, NC. PROJECT TEAM North URBAN RESOURCE GROUP Suite 500 0 2601 Cattlemen Road g Sarasota, FL 34232 0 smla d Phone: 941.926.1730 Fax: 941.922.2351 ❑ Contact: Jeff Nagle, ASLA Job No. 048495900 Drawn By KJS a KIMLEY-HORN & ASSOCIATES, INC. Suite 320 ckcbeed By JN ° ` 9300 Wade Boulevard Frisco, Texas 75035-2175 Data o2 d9 oT Phone: 972.335.3580 PROJECT LOCATION Fax: 972.335.3779 in wn_....... Contact: Kevin Gaskey f ° — U C E E V a X URG 0 o Cert Number D. Oate: 021907 IN, 6xwK dy9 iA h mwrk oW Ings RmW Imn a n idiuelie. B iNid .d wald b Ot gxlc prpme ad"V kh i �m mwrtd the d W ideaa%Ind wdln aikw"W LOCATION MAP N &SM td Mm N. T.S. S sat L0.00 URBAN & DEVELOPMENT PLANNING LANDSCAPE ARCHITECTURE SITE GRAPHICS OU E800 -M MTRA1"f M-d1RABOTAF1.0FdMW= PHOMU14MI 70 Mx014024M O Z 0 iv O U �1+ U- :) o� SHEET INDEX ZU) o SHEET NO. DESCRIPTION O 1-0.00 COVER SHEET O 01 Y SIGN/ L20 ENTRKEY SITE LAYOUT PLAN L2.02 ROUNDABOUT/ SITE LAYOUT PLAN L3.50 ENTRY SIGN DETAIL C L3.51 ENTRY SIGN DETAIL L3.52 ENTRY SIGN DETAIL L3.53 ENTRY SIGN DETAIL L3.54 ROUNDABOUT PLAN ENLARGEMENT 0 L3.55 ROUNDABOUT DETAILS L3.56 ROUNDABOUT DETAILS L4.00 LANDSCAPE PLANS ENTRY SIGN 'a L4.01 LANDSCAPE PLANS ROUNDABOUT O X O 210 o O M a a^) W U) a) 0) U U PROJECT TEAM North URBAN RESOURCE GROUP Suite 500 0 2601 Cattlemen Road g Sarasota, FL 34232 0 smla d Phone: 941.926.1730 Fax: 941.922.2351 ❑ Contact: Jeff Nagle, ASLA Job No. 048495900 Drawn By KJS a KIMLEY-HORN & ASSOCIATES, INC. Suite 320 ckcbeed By JN ° ` 9300 Wade Boulevard Frisco, Texas 75035-2175 Data o2 d9 oT Phone: 972.335.3580 PROJECT LOCATION Fax: 972.335.3779 in wn_....... Contact: Kevin Gaskey f ° — U C E E V a X URG 0 o Cert Number D. Oate: 021907 IN, 6xwK dy9 iA h mwrk oW Ings RmW Imn a n idiuelie. B iNid .d wald b Ot gxlc prpme ad"V kh i �m mwrtd the d W ideaa%Ind wdln aikw"W LOCATION MAP N &SM td Mm N. T.S. S sat L0.00 1 1 ,`1 1 1 1 U 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CHECKING AND VERIFYING ALL MEASUREMENTS, 1 L2.02 L O 1 1 1 1 LEVELS/ELEVATIONS, ETC. BEFORE ORDERING MATERIALS AND PROCEEDING WITH THE WORK. p� �•� 2. THE CONTRACTOR WILL BE WELD RESPONSIBLE FOR ANY DAMAGE R LOsft- OF ANY SURVEY WALLS AND COLUMNS. L2.01 00 �/ b 1 1 L2.02 t L4.01- -1 - .. 1 7. THE CONTRACTOR SHALL FURNISH, INSTALL AND MAINTAIN ALL NECESSARY TEMPORARY PROTECTION MEASURES FOR THE WORK AND THE PUBLIC, INCLUDING BARRICADES, WARNING SIGNS AND LIGHTS. B. THE CONTRACTOR SHALL PROVIDE SUCH BRACING, SHEETING AND SHORING, BLASTING PROTECTION, WARNING LIGHTS AND BARRICADES, ETC. A5 MAY BE NECESSARY FOR THE PROTECTION OF LIFE AND PROPERTY FOR 1415 OWN EMPLOYEES AND THE GENERAL PUBLIC. T14E CONTRACTOR SMALL COMPLY WITH ALL APPLICABLE SAFETY STATUTES AND RULES REQUIRING CERTAIN PROTECTIVE PERSONAL APPAREL SUCH A5 HARD HATS, EAR PLUGS, EYE SHIELDS, PROTECTIVE SHOES, ETC. THE OWNER AND ENGINEER ASSUME NO RESPONSIBILITY OR LIABILITY FOR ACTIONS TAKEN BY THE CONTRACTOR. q. ANY FOREIGN TEM FOUND DURING CONSTRUCTION IS THE PROPERTY OF THE OWNER. THIS INCLUDES, BUT 15 NOT LIMITED TO, PRECIOUS METALS, COINS, PAPER CURRENCY, ARTIFACTS AND ANTIGUITIES. 10. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS TO ENSURE THAT THE NEW WORK SHALL FIT INTO THE EXISTING SITE IN THE MANNER INTENDED AND AS SHOWN ON THE DRAWINGS. SHOULD ANY CONDITIONS EXIST THAT ARE CONTRARY TO THOSE SHOWN ON THE DRAWINGS, THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE PRIOR TO PERFORMING ANY WORK IN THE AREA INVOLVING DIFFERENCES. NOTIFICATION SHALL BE IN THE FORM OF A DRAWING OR SKETCH INDICATING FIELD MEASUREMENTS AND NOTES RELATING TO THE AREA. 11. URBAN RESOURCE GROUP ACCEPTS NO RESPONSIBILITY FOR T14E ACCURACY OF THE BASE SURVEY INFORMATION AS PROVIDED. CONTRACTOR IS TO VERIFY ALL BASE INFORMATION AND 15 RESPONSIBLE FOR COORDINATING WITH CIVIL PLANS AS NECESSARY AND TO ADVISE THE LANDSCAPE ARCHITECT OF ANY DISCREPANCIES PRIOR TO ANY LAYOUT WORK. 12, CONTRACTOR SMALL MAINTAIN T14E SITE IN A NEAT AND ORDERLY CONDITION AT ALL TIMES. DAILY, AND MORE OFTEN IF NECESSARY, INSPECT t AND PICK UP ALL TE MATERIAL URBAN RESOURCE GROUP A VIVI N OF IiYLEWNORN AND ASSOMTM, NC. URBAN & DEVELOPMENT PLANNING LANDSCAPE ARCHITECTURE SITE GRAPHICS BUItElm-mai CATnJ3 MRIi11D-B11fIV=&FL0FtIlA3= PHOWNIMIMIM FAXut.mse:ml O Z ryU 40 O 0 /A O of ai z Z O 0 � E O 0 lm El s. - — — — ql^�6 %L4.01 GENERAL NOTES: SCRAP, DEBRIS, t WAS U 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CHECKING AND VERIFYING ALL MEASUREMENTS, 1 L2.02 L O 1 1 1 1 LEVELS/ELEVATIONS, ETC. BEFORE ORDERING MATERIALS AND PROCEEDING WITH THE WORK. p� �•� 2. THE CONTRACTOR WILL BE WELD RESPONSIBLE FOR ANY DAMAGE R LOsft- OF ANY SURVEY WALLS AND COLUMNS. REFERENCE POINTS AND HUBS DURING THE CONSTRUCTION OF THIS WORK, AND SMALL BEAR 4 THE CAST OF REPLACING SAME. ` 3. CARE SMALL BE TAKEN TO PROTECT EXISTING ANY UTILITIES, PAVEMENT, TREES, ETC. WHICH ARE TO REMAIN AND NOT TO BE DISTURBED BY THE CONSTRUCTION. THE CONTRACTOR SMALL BE RESPONSIBLE FOR ANY DAMAGES TO SUCH PROPERTY AND SHALL WSHOP ITH NS ON T14E PLANS. REPAIR/REPLACE DAMAGED AREAS TO ORIGINAL CONDITION. o 4. ALL SURPLUS EXCAVATION SMALL BE TAKEN TO A SITE DESIGNATED BY OWNER AT DHRAwIN45FIENFURNISHED FOR OWNER'S TO B /\ NO ADDITIONAL COST TO TME OWNER. IF OWNER CHOOSES, THE CONTRACTOR MAY OF EXCAVATION MATERIAL. SEE CIVIL ENGINEERING PLAN i TAKE ON GRPLUS FOR PROPOSED S. THE CONTRACTOR SHALL GIVE ALL NECESSARY NOTICES AND OBTAIN ALL PERMITS AND PAY ALL PERMIT FEES. CONTRACTOR SMALL COMPLY WITH ALL CITY, COUNTY 20 ID ID 2= 40 AND STATE BUILDING LAWS, ORDINANCES R REGULATIONS RELATING TO ��•/ .�,, "�„ \ STRUCTURES. J 1, THE AT STANDARD AIgO.i. GLUCAN SHALL BE SIZED TO MANUFACTURERS Ioh Nn. oaea9saoa JS D�wnd �JN b. THE CONTRACTOR ACKNOWLEDGES R AGREES THAT WORK 15 ENTIRELY L2.01 1$ L4.00 FORMWORKER ISK SAFETYLAND CONDITI BYDTHE OWN BY R. D WILL BE HELD RESPONSIBLE 00 �/ b 1 1 L2.02 t L4.01- -1 - .. 1 7. THE CONTRACTOR SHALL FURNISH, INSTALL AND MAINTAIN ALL NECESSARY TEMPORARY PROTECTION MEASURES FOR THE WORK AND THE PUBLIC, INCLUDING BARRICADES, WARNING SIGNS AND LIGHTS. B. THE CONTRACTOR SHALL PROVIDE SUCH BRACING, SHEETING AND SHORING, BLASTING PROTECTION, WARNING LIGHTS AND BARRICADES, ETC. A5 MAY BE NECESSARY FOR THE PROTECTION OF LIFE AND PROPERTY FOR 1415 OWN EMPLOYEES AND THE GENERAL PUBLIC. T14E CONTRACTOR SMALL COMPLY WITH ALL APPLICABLE SAFETY STATUTES AND RULES REQUIRING CERTAIN PROTECTIVE PERSONAL APPAREL SUCH A5 HARD HATS, EAR PLUGS, EYE SHIELDS, PROTECTIVE SHOES, ETC. THE OWNER AND ENGINEER ASSUME NO RESPONSIBILITY OR LIABILITY FOR ACTIONS TAKEN BY THE CONTRACTOR. q. ANY FOREIGN TEM FOUND DURING CONSTRUCTION IS THE PROPERTY OF THE OWNER. THIS INCLUDES, BUT 15 NOT LIMITED TO, PRECIOUS METALS, COINS, PAPER CURRENCY, ARTIFACTS AND ANTIGUITIES. 10. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS TO ENSURE THAT THE NEW WORK SHALL FIT INTO THE EXISTING SITE IN THE MANNER INTENDED AND AS SHOWN ON THE DRAWINGS. SHOULD ANY CONDITIONS EXIST THAT ARE CONTRARY TO THOSE SHOWN ON THE DRAWINGS, THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE PRIOR TO PERFORMING ANY WORK IN THE AREA INVOLVING DIFFERENCES. NOTIFICATION SHALL BE IN THE FORM OF A DRAWING OR SKETCH INDICATING FIELD MEASUREMENTS AND NOTES RELATING TO THE AREA. 11. URBAN RESOURCE GROUP ACCEPTS NO RESPONSIBILITY FOR T14E ACCURACY OF THE BASE SURVEY INFORMATION AS PROVIDED. CONTRACTOR IS TO VERIFY ALL BASE INFORMATION AND 15 RESPONSIBLE FOR COORDINATING WITH CIVIL PLANS AS NECESSARY AND TO ADVISE THE LANDSCAPE ARCHITECT OF ANY DISCREPANCIES PRIOR TO ANY LAYOUT WORK. 12, CONTRACTOR SMALL MAINTAIN T14E SITE IN A NEAT AND ORDERLY CONDITION AT ALL TIMES. DAILY, AND MORE OFTEN IF NECESSARY, INSPECT t AND PICK UP ALL TE MATERIAL URBAN RESOURCE GROUP A VIVI N OF IiYLEWNORN AND ASSOMTM, NC. URBAN & DEVELOPMENT PLANNING LANDSCAPE ARCHITECTURE SITE GRAPHICS BUItElm-mai CATnJ3 MRIi11D-B11fIV=&FL0FtIlA3= PHOWNIMIMIM FAXut.mse:ml O Z ryU 40 O 0 /A O of ai z Z O 0 � E O 0 lm El s. - — — — ql^�6 %L4.01 - — •y SCRAP, DEBRIS, t WAS U 1 L2.02 L O 1 1 1 1 13. CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR MEANS AND METHODS, OF APPLYING FIELD STONE TO BLOCK Noah . ', WALLS AND COLUMNS. 14. STRUCTURAL GLUED LAMINATED TIMBER SHALL BE FURNISHED AS SHOWN ON PLANS AND IN ACCORDANCE WSHOP ITH NS ON T14E PLANS. o / 1 DHRAwIN45FIENFURNISHED FOR OWNER'S TO B _APPROVAL PRIOR TO 20 ID ID 2= 40 MEET WET USE AND BEE EITHER BE ARCHITECTURALLOR PREMIUM QUALITY AS IN ACCORDANCE WITH ANSI J STANDARD AIgO.i. GLUCAN SHALL BE SIZED TO MANUFACTURERS Ioh Nn. oaea9saoa JS D�wnd �JN � a L2.01 1$ L4.00 RECOMMENDATIONS FOR CNE -HOUR FIRE RESISTANCE AND SEALED WITH A PENETRATING SEALER. ALL GLULAM chacxad By �N o PRODUCTS IDUALLY WRAPPED WITH A BCOVERIANG WATRESISTANTLL FOR SHIPMENT. COVERING Dale 021907 c SHALL REMAIN INTACT ON GLULAM MATERIAL UNTIL Recisions y INSTALLATION. --- c 15. FOR ADDITIONAL STRUCTURAL NOTES SEE SWEET 6 c 1-3.50. ""--- T E E U X J URc o LACert Numher Dale: 02 1907 N dxmd. �I ii h mcgis aM dws pmmM tarq m n idruet d miz b iimtl 0 la Ile timis pryer W dmt 6 didi i � Ibm d m1' v=/i tdrm a Mi l " dmI sdlei ad mepdm h Uia ilazm fsP id k k* to slat imIIl b Udtn ksm DEVELOPMENT KEY MAP dal N.T.S. L2.00 o O AV5Er .. ........ RIGHT OF WAY� EASEMENT NOTE: ELECTRICAL SERVICE TO BE PROVIDED BY OTHERS (SEE CIVIL PLANS URBAN RESOURCE GROUP A DMSION OF KU"44ORNAND ASSOCIATES, NC. URBAN & DEVELOPMENT PLANNING LANDSCAPE ARCHITECTURE SITE GRAPHICS 8UFMSM-2MCATn86iROW-GAPAWTA.FLOFUM3= DHOW "$4WIM rAXWt4I2Z=I c 0 z 0 *6 to ne �-- 0 C) 40 u- ry 0 U) Z 0 4) C) 0 0 40 too 0 IiIiiiiii E C O 41 0 U) co N c: m 0) rm I= NWh < 1— 20'-0'Smie 20 10 0 In 20 40 0 Job No. D484950DO <D.— 13Y KJS Checked By JN rm Date 02 19 07 6 Revisions MAIN ENTRY SIGN LOCATION _MAIN ENTRY SIGN LOCATION HARVEY P -T 516�N L.00A.TIIIN....... 2 SCALE: 1' 20' SCALE: I" 14ARVEY MITCWELL PARKWAY 01 1 SOUTHWEST PARKWAY E X URG LA C.1O N—b. D.t.: 02 19 07 ;,W!td k obw lik b DIM Fam E Sh..I .9 L2.01 3: p -8077 ROUNDABOUT-- ==A-r"Q= URBAN RESOURCE GROUP A OMMONOFKU"44ORNANDASSOMTE8,1C. URBAN & DEVELOPMENT PLANNING LANDSCAPE ARCHITECTURE SITE GRAPHICS BUFMO0-2101 CATnSdWfV=-aAP.VWA. FLOFWAS= PMMUUMiM FAX0414n=1 c X� 0 0 00 40 V) LL :3 �- o Z 1z 0 0 ROUNDABOUT-- ==A-r"Q= URBAN RESOURCE GROUP A OMMONOFKU"44ORNANDASSOMTE8,1C. URBAN & DEVELOPMENT PLANNING LANDSCAPE ARCHITECTURE SITE GRAPHICS BUFMO0-2101 CATnSdWfV=-aAP.VWA. FLOFWAS= PMMUUMiM FAX0414n=1 c z 0 0 00 40 V) LL :3 �- o Z 1z 0 0 tam 0 c m (v 0- mm 0 c m NOTE: ELECTRICAL SERVICE TO BE U) PROVIDED BY OTHERS (SEE CIVIL PLANS m LOCATE FEATURE u(D - LOCATE FEATURE NOTE: IN THE CENTER OF 1E o IN THE CENTER OF ELECTRICAL THE ROUNDABOUTM THE ROUNDABOUT SERVICE TO BE THROUGH FIELD O 0 co THROUGH FIELD PROVIDED BYOMEASUREMENTSo -0 a) m MEASUREMENTS OTHERS (SEE -0 CIVIL PLANS \, = O C 0 0 C) ry Nath O S.I. 20'-W 20 10 0 ID 20 40 !.b No. 049495000 D... By KJS Checked By JN 6 Det. 021907 in Revisions am ROUNDABOUT LOCATION 0 ROUNDABOUT LOCATION SOUTHWEST PARKWAY ENTRANCE SCAI E: 1' 2& HARVEY MITCHELL PARKWAY ENTRANCE SCALE: 1' 20' T E X URG 0 LA Cert Number 5� 2.1e: 021907 IN, dm Qb,9 it k mrgh SW Wp FwW im* a m ftim d wiz b itmW cov kr 1k *ac ksm Cw td It *Wk* W Uft Rl= E Sheet L2.02 avaEr I. GENERAL (A) CONTRACTOR SHAT -L SEEMLY SHOP DRAWMGE FOR THE CONSTRUCTION OF Tfae (GJ SNORTS ORRKiNAi. S/IDP ORIWNGS, INCWDING COMRETE DETAILS, 7CNEWLES OI' _ S• N.l" d M?ac WT �NOK:ATE MAN SIGN STRUCTURE AND THE FOIUN'TAM FEATURE ALONG WITH THE DESIGN AND SEALED BY TEXAS P.E. p PERTINENT Imo@ CO TACT WmLDS 6T EER AHD SRCW SQl, LEMGTN, AND TTP! df W ATA STMELATES CALCULATIONS. 81GHED (G) PROTECT EfISTiNG FACMTIlS, bTRUCTURCS AND UTILITY LINES FROM ALL DAMAf.E. PROTlGT THE WOSC, ADJACENT PROPERTY, AND THE PUBLIC. STANDARD AWS A2.1 AND _ AND PROVIDE 8!1'TIIIC. DRAWINGS, E TO W INSTALLED AS WORK OF OTHER SECTIONS. FEW. OTHER ANCMIORAC COITRACTOR B SOLELY RESPONSISI.E FOR DAMAGE OR INJURY DUE TO MIT KT OR DECORATIVE BRACKET SEE DETAIL (/13.53 NEGLECT. C() THE CONTRACTOR IS SOLELY RESPONSIBLE FOR JOS SAFETY AND CONSTRUCTION S. = WITH KI SOI, 'SFEGFKATION6 FOR 6TI4KTURAL C.QICRET!'. INCLUDING TWO /CRN'NONK AND FORM ACCESSORIES, STEEL DARES. (D) PRIOR TO CONSTRUCTION, MELD VERIFY ALL DIMENSIONS M THE DRAWINGS AND FCLLOMING GENERAL RSONREME CO MG, PLACING AND REINFORCEMENT AND SUPPORTS, CONCRETE METAND A AND DETAILS AND REPORT AND DSCREPANGES IMEDATELY TO THE ENGINEER. (E) R!F!R TO THE ENGIN!!R FORINSTRUCTION FOR ANY DIMENSION NOT GIVEN ON 15 pi OONSTRUGTING CONCRETE, A COPi Of ACI SOI AND MATERIALS, PLAC 14 AND HANDLING SWLLLACC�ORDAMY6�4H V DRAWINGS. SCALING OF DRAWNGS SHALL NOT BE USED TO OBTAIN OR VERIFY ANY MANIA SMALL SOS ACI SIO Ki SOI LATEST EDITION - DIMENSION SHOWN ON THE DRAWINGS. (F) DESIGN RlFERENOEb (p) IAIS, STEEL RENPORCEMEMT. ASTM A IOWA GISM, GRADE fO (GRADE 40) DEFORMED I)'U 11 1=.00 c CODE. 2). TOR bTRUCTURN. DSUPPORTb NICWWYY SIGNS, LUMINAIRES, AND 't1RAFFIC PORTLAND CEMENT, ASTM C ISO. TYPE 1 NORMAL WCIGNT AGGR!GATE, ASTM C 115. UIIFORM.Y GRADED, NOT EXCEEDING 1 NCH ASTM c yl e). ACJ IRS -02 4). AMSC MANUAL OF STEEL CONSTRUCTION -DESIGNi). NATIO AIGN NATIONALND VELOW l-SPEW70 MPH (FASTESFICATION RE T MLE�) . q0 MFM (S -SEG GUST) 7J ALLOWABLE NEARING PRESSURE . S= POP (HATED ON 619/06 GEOTECINKAL IT BY GESSNER ENCMEERdG+ JOB Oi-OIT) STRUCTURAL STEEL, STRUCTURAL STEEL to THAT WORK DEFINED IN THE AMERICAN INSTITUTE OF EL CONSTRUCTION (AISC) 'CODE OF STANDARD PRACTICE'. ALL STRUCTURAL STEEL SMALL CONFORM TO ASTM ASS, EXCEPT W -SECTIONS. NOCTIONS STALL CONFORM TO ASTM A992. Tt AO81 ALL STRUCTURAL STEEL SMALL BE DESIGNED, FAbRCATED, AND ERECTED IN ORDANCE WITH THE LATEST EDITION OF THE AISC SPECIFICATION AND CODE OF NDARD PRACTICE. ALL NELDNG SHALL CONFORM TO THE RECOMMENDATIONS OF THE AMERICAN DING SOCIETY ALL WEAIYS SMALL BE PERFOR MED ONLY BY CERTIFIED ,OERT. USE .700 ELECTRODES, UNLESS NOTED OTHERWISE. N.1. BOLTED CONNEGTIONB SHALL BE ASTM AS76 WITH HARDENED WASHERS, EST Z6.Al.ALL ANOMOR 80.75 SHALL CONFORM TO ASTM A9b, EMOTED OTHERWEISE. _MIP GLLVANQALL STEEL UNLESS NOTED OTHERWISE. G C s 22'-10': AIR ENTRAINED ADMIXTURE, ASTM C 260 DESIGN MUG COMPRESSIVE STRENGTH (2S DAYS), 'MOOD PSI TU1MP, 4 INCHES ASR ENTRAINING it PWS OR MOUS It WATER-CEMENT*A MATERIAL. RATIO, O.6 (c) CO IPt7 METH COSI b 'MAHJAL OF STANDARD FRKTIC!' FOR PARR GATING, PLACING, AND SUPPORTING R[INFORCIMENT ALS WELL AS THE KI DETAILING MANUAL. (D) USE A WATERPRO1 CIUAL SUCH AS SONCSHIELD 6000 HLM OR SANT-TRED (OR APPROVED CCUAL) ALONG THE INSIDE WN.LS AND THE NOTTOM SLAB OF THE FOUNTAIN FEATURE. CONTRACTOR TO COORDINATE METH THE OWNER 7NE COLOR OF THE WATERPROOFING T. MATTJM THE AESTHETICS RECURED ON THE FOUNTAIN FEATURE. (E) COVER OVER RTEINFORCH, BARS IS HOPED ON PLANS (F) FORM TIES AND REINFORCING EAR ONPPORTS SHALL NE OF NON-COR/tOSIVC MATERIAL INCWDING, BUT NOT LIMITED TO, FIBERGLASS, PLASTIC, AND/OR CONCRETE (G) CONCRETE FINISHES, SURFACE FINISH NEEDS TO BE IN ACCORDANCE WITH A SECTION SOI, SHALL EE 3TROWEIED�FIN1 (FOR TWE EAE FOR APPLICATION OFTWE FWTOERPR� WATERPROOFING). EXTERIOR WALL OF THE FOUNTAIN FEATURE, SIDEWALKS, RAMPS SHALL EE GROOM FNISH, OR AS NOTED ON PIANS. (M) ALL GROUT SMALL DE MCN-SIRNK, NON-METALLIC, EXCEPT AT THE FOUNTAIN FEATURE WHERE ALUMINUM TUBE.MND ALUMINUM BASE PLATES ARE USED. FILL THE SPACE BETWEEN TWO ALUMINUM BASE PLATE AND TWO POST BASE WITH AN AWMNUI-IMPREGNATED CAULKING COMPOUND. BRONZE PLAGUE (A) SEE DETAIL 2/L3.53 COPPER POST CAP (SEE DETAIL 2/L3.52) WOOD VENEER COVERING STRUCTURAL j STEEL TUBE 5EE DETAIL 6/1.3.52 4'x10' GLULAM 'THE WOODLANDS' SIGN SUPPORT (SEE DETAIL 2/L3.53) 2" TUBULAR ALUMINUM SO. TOP RAIL TO BE WELDED IN PLACE (FIELD) SEE DETAIL 4/13.52 51 -IV BASE PLAN TENANT SIGN TENANT SIGN WITH COLUMN (SEE DETAIL 4115/1.3.51) 22'-10' c Id -4' i i I -- TENANT SIGN PLAN 4'x10' GLULAM URBAN RESOURCE GROUP A OMSION OF IW.EWMORN AND ASSOCIATES, W- URBAN & DEVELOPMENT PLANNING o LANDSCAPE ARCHITECTURE SITE GRAPHICS SUTTE600-ZOOM GTR9B7ROW-SARABOI'A FLOPoDI1M732 PIONEI M/i261M rAX941492•-Mi COLUMN WITH LIGHT (SEE LOW WALL WITH J DETAIL 3/L3.52) FENCE (SEE DETAIL I/L3.51 4 4/13.52) CHANNEL FOR ELECTRICAL CONDUIT SEE DETAIL 6/13.52 ELECTRIC CONDUIT CONCEALED BY WOOD WRAP MAIN ENTRY SIGN PLAN L SOUTHWEST PARKWAY AND HARVEY MITCHELL ENTRANCES CONTINUED STRUCTURAL NOTES (I) CONCRETE SHALL Be WET CURED IN ACCORDANCE WITH ACI 301 FOR A MINIMUM OF 5 DAYS. (J) ALL CONCRETE SHALL BE PLACED IN THE DRY. (K)PROVIDE Ur CLL CAMPER ON AEXPOSED EDGES UNLESS OTHERWISE NOTED. CAST BRONZE WITH SATIN A. CONCRETE MASONRY UNITS, LETTERING AND STANDARD (A) MASOMRT CONSTRUCTION AND MATERIALS BALL OXIDE BROWN, LEATHER CONFORM TO ALL REQUIREMENTS OF 'SPECIFICATIONS TEXTURED BACKGROUND FOR MASONRY STRUCTURES (AW GWA /ASCI& /TMS (COORDINATE WITH 2/1.3.53) GM),- MJBLIS490 BY THE AMERICAN CONCRETE INSTITUTE, DETROIT, MICHIGAN, EXCEPT AS BRONZE PLAQUE (0) SEE DETAIL MODIFIED by THE REQUIREMENTS OF THESE PLANS AND CONTRACT DOCUMENTS. 7/13.52 (B) ALL CONCRETE MASONRY UNITS SHALL BR DECORATIVE CUSTOM LIGHT HOLLOW LOAD BEARING UNITS IN ACCORDANCE WITH A.S.T.M C-90, TYPE IINORMAL WEIGHT, Fe'•ISOD FSI SEE DETAIL 3/13.52 (C) INSTALLATION, ALIGN Ill STORAGE AND ALUMINUM FENCE TO HANDLING SMALL COMPLY WITH AW bS0 BUILD WG REQUIREMENTS FOR MASONRY STRUCTURES, LATEST COLUMN CONNECTION EDITION. SEE DETAIL 5/1.3.52 (D) MASONRY UNIT SIZES SHALL BE AS INDICATED ON THE PLANS, AND SMALL SE FREE FROM CHIPS E CAP M e ARCS ON ALL EXPOSED SURFACES. - I PRECAST --- (SALT ROCK FINISH) WALLWITHFENCE WA i ATTACHMENT AIL I/1.3.5I SEE DETAIL 6/1.3.51 iV TUBULAR ALUMINUM RAILING SQUARE .ps DECORATIVE BRACKET SEE DETAIL (/13.53 STRICTURE AND GUIDELINES FOR ALUMINUM STRICTURES. GUIDELINES UbICOURSED FIELD STONE PATTERN ROCK, F WDLA_ L _ ---- i INTERNAL TENANT KIOSK LIGHTING ------- SMOOTH WITH & VISIBLE TOLERANCE. (CONTRACTOR TO SUBMIT SAMPLES FOR OWNER'S APPROVAL) SEE GENERAL NOTE — ---- (INTEGRAL W/ SIGN) SEE DETAIL 3/L3.53 7 IN l ' • -i' i BY STABLER SIGN CO. (879) 822-5715 ='v Ii -'-ASSUMED DECORATIVE KID% SIGN (SEE DETAIL 3/1.3.53) i = a>dM,� Fam q UMR PeortU CN; MM k clot TINTS b UIII Dense E o I sheet I show 1 TYPICAL 14ORIZONTAL Imo,,—I L3.50 I 1 CONNECTION (SEE DETAIL BOSET B/13.52) 4'.—B� -I = ANGLED SECTION 13's/_ Wl- (SEE PLAN) I _ DECORATIVE (ALUMS 3: BRACKE-SEE DETAIL Qc: U s ff �— ','14:1�' Y� P ,: Ir .ii'11114M1 it 1: tt 117ti S4 "N,.Iti ..i!1{�:1 Ili,}ti'1 :M 9114}rll, ITIS I. l -_ - %b, 2" TUBULAR ALUMINUM SO. TOP RAIL TO BE WELDED IN PLACE (FIELD) SEE DETAIL 4/13.52 51 -IV BASE PLAN TENANT SIGN TENANT SIGN WITH COLUMN (SEE DETAIL 4115/1.3.51) 22'-10' c Id -4' i i I -- TENANT SIGN PLAN 4'x10' GLULAM URBAN RESOURCE GROUP A OMSION OF IW.EWMORN AND ASSOCIATES, W- URBAN & DEVELOPMENT PLANNING o LANDSCAPE ARCHITECTURE SITE GRAPHICS SUTTE600-ZOOM GTR9B7ROW-SARABOI'A FLOPoDI1M732 PIONEI M/i261M rAX941492•-Mi COLUMN WITH LIGHT (SEE LOW WALL WITH J DETAIL 3/L3.52) FENCE (SEE DETAIL I/L3.51 4 4/13.52) CHANNEL FOR ELECTRICAL CONDUIT SEE DETAIL 6/13.52 ELECTRIC CONDUIT CONCEALED BY WOOD WRAP MAIN ENTRY SIGN PLAN L SOUTHWEST PARKWAY AND HARVEY MITCHELL ENTRANCES CONTINUED STRUCTURAL NOTES (I) CONCRETE SHALL Be WET CURED IN ACCORDANCE WITH ACI 301 FOR A MINIMUM OF 5 DAYS. (J) ALL CONCRETE SHALL BE PLACED IN THE DRY. (K)PROVIDE Ur CLL CAMPER ON AEXPOSED EDGES UNLESS OTHERWISE NOTED. CAST BRONZE WITH SATIN A. CONCRETE MASONRY UNITS, LETTERING AND STANDARD (A) MASOMRT CONSTRUCTION AND MATERIALS BALL OXIDE BROWN, LEATHER CONFORM TO ALL REQUIREMENTS OF 'SPECIFICATIONS TEXTURED BACKGROUND FOR MASONRY STRUCTURES (AW GWA /ASCI& /TMS (COORDINATE WITH 2/1.3.53) GM),- MJBLIS490 BY THE AMERICAN CONCRETE INSTITUTE, DETROIT, MICHIGAN, EXCEPT AS BRONZE PLAQUE (0) SEE DETAIL MODIFIED by THE REQUIREMENTS OF THESE PLANS AND CONTRACT DOCUMENTS. 7/13.52 (B) ALL CONCRETE MASONRY UNITS SHALL BR DECORATIVE CUSTOM LIGHT HOLLOW LOAD BEARING UNITS IN ACCORDANCE WITH A.S.T.M C-90, TYPE IINORMAL WEIGHT, Fe'•ISOD FSI SEE DETAIL 3/13.52 (C) INSTALLATION, ALIGN Ill STORAGE AND ALUMINUM FENCE TO HANDLING SMALL COMPLY WITH AW bS0 BUILD WG REQUIREMENTS FOR MASONRY STRUCTURES, LATEST COLUMN CONNECTION EDITION. SEE DETAIL 5/1.3.52 (D) MASONRY UNIT SIZES SHALL BE AS INDICATED ON THE PLANS, AND SMALL SE FREE FROM CHIPS E CAP M e ARCS ON ALL EXPOSED SURFACES. - I PRECAST --- (SALT ROCK FINISH) WALLWITHFENCE WA i ATTACHMENT AIL I/1.3.5I SEE DETAIL 6/1.3.51 7 TUBULAR ALUMINUM RAILING SQUARE .ps (FINISH: ANODIZED ALUMINUM) SEE DETAIL 4/13.52 STRICTURE AND GUIDELINES FOR ALUMINUM STRICTURES. GUIDELINES UbICOURSED FIELD STONE PATTERN ROCK, F WDLA_ L _ ---- ROCK TYPE, SIZE, COLOR, AND MORTAR COLOR TO MATW ARCHITECTURAL BUILDINGS. MORTAR JOINTS TO BE RAKED ------- SMOOTH WITH & VISIBLE TOLERANCE. (CONTRACTOR TO SUBMIT SAMPLES FOR OWNER'S APPROVAL) SEE GENERAL NOTE — ---- a13/L2.00 COLUMN SEE DETAIL 2/1-3.51 -rlw, PRECAST CONCRETE BASE CLADDING WITH ;SALT ROCK FINISH, BUFF COLOR TO MATC41 ' • -i' _-._. CAP, ALL EXPOSED VERTICAL SURFACES ALL O SEE i/1.3.52 -'-ASSUMED FINISHED GRADE 1NDSTPACTED TE RBED SUBGRADE RCE MASONRY UNIT CORES AND CAVITIES ORCEMENT BARS AND GROUT AS IN THE PLANS. MORTAR SMALL BE CURED W (7) DAYS NEFOR! FILLING CELLS WITH ERTICAL REINFORCEMENT SMALL BE ) IN POSITION AT TOP AND BOTTOM OF RY UNIT SURFACE IN CONTACT PITH GROUT WETTED JUST PRIOR TO GROUT AST 48 NOW. SCALE: V . 4'-6' S. MORTAR AND GROUT, (A) MORTAR FOR UNIT MASONRY SMALL SE TYPE S MASON" CEMENT M ACCORDANCE WITH A.S.T.M. C-770. MORTAR INGREDIENTS SHALL BE THOROUGHLY MIXED IN CUANTITIES NEEDED FOR IMMEDIATE USE. F WATER IS LOST BY EVAPORATION, RETEMPERING SMALL OCCUR WITHIN 1-1/2 HOURS OF MIXING. DO NOT RETEMPER MORTAR AFTER 1-1/2 HOURS OF M CI NG. (N) CIRCUIT FOR ALL MASONRY BALL BE M ACCORDANCE WITH A.S.T.M. C -47C 25 -DAY STTRENGTH OF 5000 P51, T FILL FOR MA50MM WITH LL WAVE A TTH AN S INCH SLUT MINIMUM. (D) W WEN GROUT PLACEMENT IS STOPPED FOR MORE THAN ONE (1) HOUR. CONTRACTOR SMALL TERMINATE GROUT 1-1/2 MCNNES BELOW OF UPPER MASONRY IJMT TO FORM A TOP 'lop 01E KEY fOR SUBSEQUENT GROUT PLACEMENT. (E) CLEANOVT OPENINGS SMALLBE PROVIDED AT THE BOTTOM OF EACH CELL TO BE GROUTED. PA50WY CELLS AND CAVITIES SMALL BE CLEANED WITH NIGH PRESSURE WATER SPRAY. OPENINGS SMALL BE SEALED WITH MASONRY UNITS AFTER CLEANED CELLS ARE INSPECTED. (F) GROUT SHALL BE PUMPED, AND THE WATER CONTENT IN THE GROUT SMALL NE MAINTAINED TO THE INTENDED SLUMP WITHOUT AGGREGATE SEPARATION. GROUT LIFTS ARE LIMITED TO 46' AND SMALL BE RODDED FOR CONSOLIDATION, A MINIMUM WAIT PERIOD OF W MINUTES BALL OCCUR BEFORE PACING THE NEXT UFT. i. REINFORCEMENT, (A) REINFORCING STEEL SMALL BE A.S.T.M. A-615 MTN SUPPLEMENT, GRADE 60: MAXIMUM wDR UNG STRESS - 24,000 PSL (B) ALL REINFORCING SHALL BE UNCOATED (BLACK). (C) ALL DIMENSIONS PERTAMNG TO LOCATION Q REINFORCING OARS ARE TO CENTERLINE BARS EXCEPT WHERE THE CLEAR DIMENSION IS SHOWN TO FACE OP CONCRETE. (D) ACJSTANDARD NOOKS SMALL BE USED UNLESS OTHERWISE NOTED. (E) ALL LAP SPLICE LENGTHS SMALL BE M ACCORDANCE WITH THE LATEST EDITION OF AGI 61S AND ORS STANDARD PRACTICES FOR CLASS 'B' SPLICES, EXCEPT AS OTHERWISE NOTED. 7. ALUMINUM, (A) ALL ALUMINUM MEMBERS SHALL NE O 0 Z O WALLWITHFENCE WA i ATTACHMENT AIL I/1.3.5I IN DESIGNED, � T EDITION THE ALLpTC WI LATEST NTT Or THE ASSOCIATIONS a OU STRICTURE AND GUIDELINES FOR ALUMINUM STRICTURES. GUIDELINES IPI— 0 ry DETAIL 4115/1.3.51 MP.) O UJ z0 Date 02 19 07 o TUBULAR ALUMINUM- FENCE SEE DETAIL � � U Itis 6mlK dal .➢ h IKMNIR ad imp Pmld km n In iIJRN If nrl, is 400 IIT b 9e qa(e Er 4/1.3.52 O (C) ALUMINUM ALLOT IS NOTED ON PLANS. pupea Md del 1, elite i m (road. Eeee' ad inptEl da N MAIN ENTRY SIGN SECTION/ELEVATION m a>dM,� Fam q UMR PeortU CN; MM k clot TINTS b UIII Dense E SCALE, 1' � 4'-0" sheet I show SOUTHWEST PARKWAY AND HARVEY MITCHELL ENTRANCES L3.50 c 3 O BOSET OC 3: Qc: U s P U W North B®le Job No. 046495MO Drawn By KJS Checked By JN Dale 021907 Revisions J11 am Nons— d TENANT SIGN -- WALLWITHFENCE WA i ATTACHMENT AIL I/1.3.5I IN DESIGNED, � T EDITION THE ALLpTC WI LATEST NTT Or THE ASSOCIATIONS X Cecil Merton .. " COLUMN SEE STRICTURE AND GUIDELINES FOR ALUMINUM STRICTURES. GUIDELINES TX Can. No 94203 DETAIL 4115/1.3.51 MP.) (B) ALL ALUMINUM WELDING. SHALL CONFORM TO THE RECOMMENDATIONS OF THE AMERICAN Date 02 19 07 o TUBULAR ALUMINUM- FENCE SEE DETAIL FIELD CORE DRILL POST IN (T TO ACCEPT FENCE POST FILL WITH WELDING SOCIETY. ALL WELDING SMALL BE PERFORMED BY CERTIFIED WELDERS. Itis 6mlK dal .➢ h IKMNIR ad imp Pmld km n In iIJRN If nrl, is 400 IIT b 9e qa(e Er 4/1.3.52 NON SHRINK GROUT (C) ALUMINUM ALLOT IS NOTED ON PLANS. pupea Md del 1, elite i m (road. Eeee' ad inptEl da N MAIN ENTRY SIGN SECTION/ELEVATION m a>dM,� Fam q UMR PeortU CN; MM k clot TINTS b UIII Dense E SCALE, 1' � 4'-0" sheet I show SOUTHWEST PARKWAY AND HARVEY MITCHELL ENTRANCES L3.50 c 3 O BOSET F in SECTION ENTRY SIGN 2' SEE 05 VERTICAL REBAR 0 12' O.C. a5 HORIZONTAL STIRRUPS B' O.C. 2.. SCALE, I' • 2'-0' 10'x10'xY SST IVxIB'xIB' STEEL BASEPLATE NON-METALLIC, NON -SHRINK GROUT LEVELING NUT (TTP. OF 6) Wo HOT -DIP GALVANIZED, A36 STEEL ANCHOR BOLTS EMBEDDED 3'-6' INTO PEDESTAL (TTP. OF 6) DOUBLE NUT ENDS ANCHOR BOLTS (TYP.) AS VERTICAL REBAR 0 12' O.C. a5 HORIZONTAL REBAR 0 B' O.C. FINISHED GRADE ASSUMED +0'-0' a5 EA5T/WE5T REBAR 0 12' O.C. TOP AND BOTTOM STANDARD (ACI) HOOK (TYP.) NOTES, 1). WOOD FASCIA AROUND STEEL COLUMN NOT SHOWN FOR CLARITY. 2). STEEL COLUMN AND BASEPLATE CLR SHALL BE 5140P PRIMED AND 1P) PAINTED OR GALVANIZED 3). ALL NUTS AND WASHERS 514ALL BE HOT -DIP GALVANIZED 4). CONCRETE SHALL NAVE A MINIMUM 28 -DAY COMPRESSIVE STRENGTH OF Fc' -3000 PSI 5). REINFORCING STEEL SHALL MEET REQUIREMENTS OF ASTM A615 GRADE 60 WITH A MINIMUM YIELD STRENGTH, {y-60,000 PSI MAIN ENTRY SIGN COLUMN FOUNDATION ENTRY SIGN SCALE, V - 2'-0' PRECAST CONCRETE PREFABRICATED FENCE ATTACHED TO URBAN RESOURCE GROUP A DIVISION OFIOM.EKl10RN AND ASSOCIATES, W— io WALL PER MANUFACTURE'S INSTRUCTIONS (SEE DETAIL A/L3.52) CAP TO BE MORTARED ND PRECAST CONCRETE CAP, USE IN PLACEi MORTAR TO FIELD WRAP STONE FOR CAP IIL�u_ BOND BEAM, REINFORCE AND GROUT WITH (1) a5 CONT. HOOK VERTICAL (BUFF) WALL REINFORCE INTO BOND BEAM W/ B' CMU LAID IN A STANDARD (ACI) HOOK CONCRETE PEDESTAL BELOW 0 STONE VENEER TO MATCH B, ARCHITECTURAL BUILDINGS (SEE GROUT ALL CELLS SOLID GENERAL NOTE 13/1.2.00) ANDEINfORGE W/ (1) 45 REBAR B' CMU LAID IN A RUNNING BOND STANDARD 9 GA. GALVANIZED PATTERN. REINFORCE AND GROUT WITH REBAR P 2A' O.C. WxlWxlW' STEEL BASEPLATE STANDARD 9 GA. GALVANIZED HORIZONTAL JOINT -i 51NGLE-WYTHE LADDER -TYPE HORIZONTAL N , REINFORCEMENT 016' O.C. JOINT REINFORCEMENT 016' O.C. -2� -2 VERTICALLY �ED FIN1541ED GRADE .01 VERTICALLY LAY FIRST COURSE OF FIELD STONE IN w v FULL MORTAR BED SEE GENERAL NOTE - 13/1.2.00 - 45 REBAR CONT. (TYP. ' CLR. (TYP. OF 4) 115 REBAR P 12' O.C. vy STANDARD (ACI) HOOK '7`\ TYPICAL LON NALL SECTION in SECTION ENTRY SIGN 2' SEE 05 VERTICAL REBAR 0 12' O.C. a5 HORIZONTAL STIRRUPS B' O.C. 2.. SCALE, I' • 2'-0' 10'x10'xY SST IVxIB'xIB' STEEL BASEPLATE NON-METALLIC, NON -SHRINK GROUT LEVELING NUT (TTP. OF 6) Wo HOT -DIP GALVANIZED, A36 STEEL ANCHOR BOLTS EMBEDDED 3'-6' INTO PEDESTAL (TTP. OF 6) DOUBLE NUT ENDS ANCHOR BOLTS (TYP.) AS VERTICAL REBAR 0 12' O.C. a5 HORIZONTAL REBAR 0 B' O.C. FINISHED GRADE ASSUMED +0'-0' a5 EA5T/WE5T REBAR 0 12' O.C. TOP AND BOTTOM STANDARD (ACI) HOOK (TYP.) NOTES, 1). WOOD FASCIA AROUND STEEL COLUMN NOT SHOWN FOR CLARITY. 2). STEEL COLUMN AND BASEPLATE CLR SHALL BE 5140P PRIMED AND 1P) PAINTED OR GALVANIZED 3). ALL NUTS AND WASHERS 514ALL BE HOT -DIP GALVANIZED 4). CONCRETE SHALL NAVE A MINIMUM 28 -DAY COMPRESSIVE STRENGTH OF Fc' -3000 PSI 5). REINFORCING STEEL SHALL MEET REQUIREMENTS OF ASTM A615 GRADE 60 WITH A MINIMUM YIELD STRENGTH, {y-60,000 PSI MAIN ENTRY SIGN COLUMN FOUNDATION ENTRY SIGN SCALE, V - 2'-0' �11lf�'G: B' x v (TTP.) L� c ■ c � ' CLR (TTF-) PRECAST CONCRETE 3 T3 —SEE COLUMN LIGHT SEE DETAIL 3/L3.52 URBAN RESOURCE GROUP A DIVISION OFIOM.EKl10RN AND ASSOCIATES, W— �11lf�'G: B' x v (TTP.) L� c ■ c � ' CLR (TTF-) 05 EAST/WEST REBAR 0 12' O.C. PLAN K -K 2 COLUMN N/LIGHT MAIN ENTRY SIGN (D,.TRY MAIN ENTRY SIGN CAP ENTRY SIGN SCALE, V - 2'-0' SIGN SCALE+ I' 1'-0' BEAM TO POST CONNECTION (SEE DETAIL 1/L3.53) WOOD VENEER (SEE DETAIL (./L3.52) DECORATIVE BRACKET (SEE DETAIL 2/13.53) PRECAST CUSTOM CAP SEE DETAIL 6/1.3.51 POUR IN PLACE CONCRETE SEE DETAIL 4/13.51 FOR STRUCTURAL COMPONENTS FIELD STONE VENEER TO MATCH BUILDING ARCHITECTURE (TYP.) SEE GENERAL NOTE #13/L2.00 PRECAST CONCRETE BASE CLADDING SEE DETAIL I/L3.52 FINISH GRAPE ASSUMED-�+ +0'-0' ELEVATION MAIN ENTRY SIGN COLUMN ENTRY SIGN TYF B..4. vr'A6c� I- - c -v NOTE: REFER TO RECOMMENDATIONS FOR SUBGRADE AS STATED ON NOTE tt4/1-3.55 FOR COMPACTED SUBGRADE/SIZE PREPARATION BENEATH FOUNDATIONS. ELEVATION URBAN & DEVELOPMENT PLANNING LANDSCAPE ARCHITECTURE SITE GRAPHICS SUDESM-MM MTnJ3" RMD-SNUIBOTA FL0FWANN2.72 PH0118W1i7617W PAXW14224M1 IO' SQUARE SST WOOD VENEER COVERING STRUCTURAL STEEL TUBE SEE DETAILS 6 t B/L3.52 PRECAST CUSTOM CONCRETE CAP WITH SALT ROCK FINISH (BUFF COLOR) SILICONE SEALER CALOR TO MATCH CAP SLOPE CAP FOR POSITIVE DRAINAGE MORTAR IN PLACE, JOINTS RAKED SMOOTH, INTEGRALLY COLORED TO MATCH CAP (SEE DETAIL 4/1-3.51) FOR BASEPLATE AND CONNECTION DETAILS 1'0 SLOTS DRAIN AT BOTTOM (2 -- PER SIDE) FIELD STONE (TYR) SEE GENERAL NOTE 1113/L2.00 PRECAST CONCRETE io CAP SEE DETAIL 6/L3.51 CAP TO BE MORTARED IN PLACEi MORTAR TO IIL�u_ MATCH CAP COLOR I 1 (BUFF) B' CMU LAID IN A CONCRETE PEDESTAL BELOW 0 RUNNING BOND PATTERN. H GROUT ALL CELLS SOLID ANDEINfORGE W/ (1) 45 REBAR —SLOPE ALL SIDES FOR POSITIVE DRAINAGE (TYP.) STANDARD 9 GA. GALVANIZED SINGLE-WYTHE LADDER -TYPE WxlWxlW' STEEL BASEPLATE ' HORIZONTAL JOINT "1 N , REINFORCEMENT 016' O.C. ~ C .za ' VERTICALLY cu w v ELECTRICAL CONDUIT U) (1) GROUT PAD i BY OTHERS _M . F HISSED GRADE -�-ASSUMED 10'x10'x>§" 55T c y LAY FIRST COURSE OF WO P A36 ' FIELD STONE IN FULL BOLT (T STEEL ANCHOR BOLTS (TYP. of STEL ANC c MORTAR BED SEE ;dn ) _ GENERAL NOTE 13/1.2.00 STANDARD (ACI) HOOK 75T —T 05 EAST/WEST REBAR 0 12' O.C. PLAN K -K 2 COLUMN N/LIGHT MAIN ENTRY SIGN (D,.TRY MAIN ENTRY SIGN CAP ENTRY SIGN SCALE, V - 2'-0' SIGN SCALE+ I' 1'-0' BEAM TO POST CONNECTION (SEE DETAIL 1/L3.53) WOOD VENEER (SEE DETAIL (./L3.52) DECORATIVE BRACKET (SEE DETAIL 2/13.53) PRECAST CUSTOM CAP SEE DETAIL 6/1.3.51 POUR IN PLACE CONCRETE SEE DETAIL 4/13.51 FOR STRUCTURAL COMPONENTS FIELD STONE VENEER TO MATCH BUILDING ARCHITECTURE (TYP.) SEE GENERAL NOTE #13/L2.00 PRECAST CONCRETE BASE CLADDING SEE DETAIL I/L3.52 FINISH GRAPE ASSUMED-�+ +0'-0' ELEVATION MAIN ENTRY SIGN COLUMN ENTRY SIGN TYF B..4. vr'A6c� I- - c -v NOTE: REFER TO RECOMMENDATIONS FOR SUBGRADE AS STATED ON NOTE tt4/1-3.55 FOR COMPACTED SUBGRADE/SIZE PREPARATION BENEATH FOUNDATIONS. ELEVATION URBAN & DEVELOPMENT PLANNING LANDSCAPE ARCHITECTURE SITE GRAPHICS SUDESM-MM MTnJ3" RMD-SNUIBOTA FL0FWANN2.72 PH0118W1i7617W PAXW14224M1 IO' SQUARE SST WOOD VENEER COVERING STRUCTURAL STEEL TUBE SEE DETAILS 6 t B/L3.52 PRECAST CUSTOM CONCRETE CAP WITH SALT ROCK FINISH (BUFF COLOR) SILICONE SEALER CALOR TO MATCH CAP SLOPE CAP FOR POSITIVE DRAINAGE MORTAR IN PLACE, JOINTS RAKED SMOOTH, INTEGRALLY COLORED TO MATCH CAP (SEE DETAIL 4/1-3.51) FOR BASEPLATE AND CONNECTION DETAILS 1'0 SLOTS DRAIN AT BOTTOM (2 -- PER SIDE) FIELD STONE (TYR) SEE GENERAL NOTE 1113/L2.00 North SMIB Job No. 040495000 Drawn By KJS Checked By JN Date 021907 Revisions �Itll Cecil Ne TX C.H. No. 84203 Date: 02 19 07 Ilio &m.K dx9 xtl h o.* d trigs P— kttil m m iimml d mia, 4 ettld all' la Ik Wait pupme d dd 0r iih i w amt ll e d d' rdm a h Nand *w etld dW.Ii. d mpatm Oex RIM EoW td It allot f6k k Bim Bart uMAIN ENTRY SIGN CAP BhBet (oENTRY SIGN SCALE= I' I' -O' L3.51 Bvwr z 0 io 00 LL DNN 01.1. rzi) z IIL�u_ 0 v � 0 H 0. E 0 0 ~ C .za cu 0 Q0) 41 U) (1) 0 (n W North SMIB Job No. 040495000 Drawn By KJS Checked By JN Date 021907 Revisions �Itll Cecil Ne TX C.H. No. 84203 Date: 02 19 07 Ilio &m.K dx9 xtl h o.* d trigs P— kttil m m iimml d mia, 4 ettld all' la Ik Wait pupme d dd 0r iih i w amt ll e d d' rdm a h Nand *w etld dW.Ii. d mpatm Oex RIM EoW td It allot f6k k Bim Bart uMAIN ENTRY SIGN CAP BhBet (oENTRY SIGN SCALE= I' I' -O' L3.51 Bvwr FIELD STONE VENEER TO MATCH BUILGI�E� ARCHITECTURE (TYP.) SEE NOTE pgfCAST CONCRETE SALT ROCK FINISH W/BUFF COLOR PRECAST CONCRETE BASE CLADDING ENTRY SIGN COPPER POST CAP MORTAR IN PLACE, JOINTS RAKED SMOOTH, INTEGRALLY COLORED TO MATCH CAP MITER CORNERS FINISH GRADE (TYP.)+ASSUMED .0'-0' SCALE. V - P -O' I" PVC DRAIN HOLE END PVC 2" FROM FACE OF I'-4' ROCK FLAT STEEL BAR __- ---;-- ___� ANCHOR SEE SECTION PAR 36 45' FLOOD LIGHT OR AS DIRECTED BY OWNER 1 7 METAL BOX OUTLINE OF ROCK PIER ' I SHADE OVERHANG . Y�' STEEL, 'SHADE' WITH STANDING SEAM COPPER SHEATHING TO N' PLAN NEOPRENE PAD FASTENED TO OUTER FACE. COPPER TO OVERHANG STEEL Y4' EXTERIOR FINISH COLOR TO MATCH RAIL AND FENCE PAINT UNDERSIDE WHITE I tXl" 50. STEEL TUBE I'_q• lo"Ya' THICK STEEL BOX WELD TO STEEL =1' ANCHORS I ------PAR 36 45' FLOOD LIGHT OR AS DIRECTED BY OWNER EXTERIOR JUNCTION BOX AND FIXTURE 'L ELECTRICAL CONDUIT BY OTHERS (ELECTRICAL CONTRACTOR) SECTION L -L NOTES: -ALL VISIBLE WELDS TO BE CONTINUOUS FILLET WELDS AND GROUND SMOOTH PRIOR TO PAINTING STEEL -ELECTRICAL CONTRACTOR TO SUBMIT SHOP DRAWINGS OF LIGHT BALLAST FOR OWNER APPROVAL 3 GOLUI" IN LIGHT ENTRY SIGN SCALE' I' • 2'-O" '.'xb' (TYP OF 4) COPPER POST CAP TO BE FASTENED TO THE WOOD FACADE URBAN RESOURCE GROUP USING ALL WEATHER GLUE A DFVMM OF KRLEKNORMAND ASSOCIATES. NC. COLUMN CAP SEE DETAIL Lu -�' TRIPLE COATED GALVANIZED 6/L3.51 DECK SCREWS TO MATCH COPPER URBAN & DEVELOPMENT PLANNING CAP —4' I'x0' WOOD VENEER COVERING 2' TUBULAR ALUMINUM RAIL, STRUCTURAL SITE GRAPHICS STEEL TUBE SEE DETAILS 6 4 BRONZE ANODIZED FINISH. 8/L3.52 POST GAP 2 MORTAR IN PLACE, JOINTS RAKED SMOOTH, INTEGRALLY COLORED TO MATCH CAP MITER CORNERS FINISH GRADE (TYP.)+ASSUMED .0'-0' SCALE. V - P -O' I" PVC DRAIN HOLE END PVC 2" FROM FACE OF I'-4' ROCK FLAT STEEL BAR __- ---;-- ___� ANCHOR SEE SECTION PAR 36 45' FLOOD LIGHT OR AS DIRECTED BY OWNER 1 7 METAL BOX OUTLINE OF ROCK PIER ' I SHADE OVERHANG . Y�' STEEL, 'SHADE' WITH STANDING SEAM COPPER SHEATHING TO N' PLAN NEOPRENE PAD FASTENED TO OUTER FACE. COPPER TO OVERHANG STEEL Y4' EXTERIOR FINISH COLOR TO MATCH RAIL AND FENCE PAINT UNDERSIDE WHITE I tXl" 50. STEEL TUBE I'_q• lo"Ya' THICK STEEL BOX WELD TO STEEL =1' ANCHORS I ------PAR 36 45' FLOOD LIGHT OR AS DIRECTED BY OWNER EXTERIOR JUNCTION BOX AND FIXTURE 'L ELECTRICAL CONDUIT BY OTHERS (ELECTRICAL CONTRACTOR) SECTION L -L NOTES: -ALL VISIBLE WELDS TO BE CONTINUOUS FILLET WELDS AND GROUND SMOOTH PRIOR TO PAINTING STEEL -ELECTRICAL CONTRACTOR TO SUBMIT SHOP DRAWINGS OF LIGHT BALLAST FOR OWNER APPROVAL 3 GOLUI" IN LIGHT ENTRY SIGN SCALE' I' • 2'-O" '.'xb' (TYP OF 4) a, � ENTRSIGN N URBAN RESOURCE GROUP ('� IOk10'xY2' SST A DFVMM OF KRLEKNORMAND ASSOCIATES. NC. COLUMN CAP SEE DETAIL Lu 6/L3.51 URBAN & DEVELOPMENT PLANNING in —4' LANDSCAPE ARCHITECTURE 2' TUBULAR ALUMINUM RAIL, -�, SITE GRAPHICS BRONZE ANODIZED FINISH. VERTICALLY Y'f PLYWOOD BURSWD-2107CATTLBEN MD-BARAHOTA.FLOFLMA34 4 OPENING PHOWw114MOM /AK2414>1 0110 — Y4' PLYWOOD S14EATING 4' TUBULAR ALUMINUM SHEATHING (TTP) 96'z9'7Fi' GALVANIZED STEEL PLATE (TYP.) POST, BRONZE ANODIZED FINISH. OPEN OPEN ?' 2' ALUMINUM RAIL (TYP.) (SEE INS, (TYP OF 16) - Z 1' TUBULAR ALUMINUMO PICKET, BRONZE ANODIZED m O DETAIL 4/1.3.52) FINISH. am lw cr- FENCE TO COLUMN Sale 0 U RAIL CONNECTION SEE DETAIL •7--r u- D i77 5/1.3.52 CONCRETE BASE CLADDING .— .. .. OPEN JF'� 1J - O J o — SEE DETAIL I/1.3.52 0 111111 IE R Z O - IIS NOTA'`` ENTRY FENCE (TYPICAL) O A526 0 GALVANIZED STEEL ENTRY SIGN SCALE: V 2'-0' CONCRETE SCREWS, TAPCON I. STEEL TUBE SHALL BE SHOP PRIMED AND F4) THREADED ROD 4) T Drawn By KJS - — (TTP.) PAINTED OR GALVANIZED o = 'fib" G CO E 3' DIA.SPLIT RING CONNECTOR < - _ — N' STEEL DOWEL, FOR 10'-d' CL PAN SIGN ATTACHMENT ATTACH PER EACH SIDE OF GI.ULAM BEAM Checked By JN xw MANUFACTURER'S RECOMMENDATIONS. C TME WORMS'+ AND HEAVY HEX NUTS Date 02790] WELD IN PLACE PLAN PRE -DRILLED SIGN HOLES NOTE: am am Y' PLYWOOD SHEATHING (TYP) Revisions c H -�- O WOOD FACADE NOT � RESIDENTIAL SIGN DETAIL C ° ENTRY SIGN SCALE: I" P-0' O Q M U SHOWN FOR CLARITY NOMINAL 4210 GLUCAN BEAM (TYP.) � � a) o, r TYR W4 X 13 P 48' O/C X 13 0 4B' O/C VERTICALLY II I'm SOH. 40 STEEL GALVANIZED PIPE (TYP.) ITI im o a, � ENTRSIGN N SCALE' I • 1 -0" ('� IOk10'xY2' SST TYP r Lu W4 X 13 0 48' O/C in 10'x10'7)1' SET Nash _ o VERTICALLY Y'f PLYWOOD 9 OPENING ,,� — Y4' PLYWOOD S14EATING a `m SHEATHING (TTP) 96'z9'7Fi' GALVANIZED STEEL PLATE (TYP.) 2' 2' ALUMINUM RAIL (TYP.) (SEE INS, (TYP OF 16) - u7 ALUMINUM DETAIL 4/1.3.52) � STD HOLE FOR j'0 GALVANIZED STEEL Sale I RAIL )VX4'X4' ALUMINUM BASEPLATE WITH BRONZE ANODIZED FINISH •7--r Ot i77 THREADED ROD (TYP.) DECORATIVE PLATE J o — (TYP,) +© (TYP.) - 4 TRIPLE COATED GALVANIZED NOTA'`` II 11 A526 0 GALVANIZED STEEL Joh No. 949495909 CONCRETE SCREWS, TAPCON I. STEEL TUBE SHALL BE SHOP PRIMED AND F4) THREADED ROD 4) T Drawn By KJS - — (TTP.) PAINTED OR GALVANIZED 'fib" G CO E 3' DIA.SPLIT RING CONNECTOR < - _ — ' )bTHICK NEOPRENE PAD PAN I EACH SIDE OF GI.ULAM BEAM Checked By JN xw AND HEAVY HEX NUTS Date 02790] WELD IN PLACE PLAN NOTE: Y' PLYWOOD SHEATHING (TYP) Revisions c H -�- =.1 1� WOOD FACADE NOT p•W4 SHOWN FOR CLARITY TYP. o, A' TRIPLE COATED GALVANIZED W4 X 13 P 48' O/C X 13 0 4B' O/C VERTICALLY i` DECORATIVE PLATE (TYP.) PLAN CONCRETE SCREWS, SECTION VERTICALLY 110 SOH. 40 GALVANIZED STEEL PIPE (TYP.) 7n TAPCON (TYP.) TAA CON D/, PLYWOOD %'0 GALVANIZED STEEL A325 THREADED c ALUMINUM SHEATHING (TYP) _ _ ROD (4)-3' DIA SPLIT RING CONNECTORS, $, BASEPLATE WITH c --- ;y AND (2) HEAVY HEX NUT (TYP. OF 4) E BRONZE ANODIZED o FINISH 9. STD HOLE FOR 0 GALVANIZED STEEL �..----- 0 10'xl0'xV2' 55T THREADED ROD (TYP.) Cecil Na 7%Oen. N.. Na. 84203 0 IkB' (TYP.) NOTE:'z9'x9' WOOD FACADE NOT IE GALVANIZED STEEL PLAT (TYP.) Date: 921907 FENCE TO COLUMN CONNECTION SHOWN FOR CLARITY 5' II -10• "5' Idx10'rY' SST iddl m n idnx09 d 7a:u, a i10/d 019 h 9t ga7c It d�xd' w k �qk "IzIe swc 5 ENTRY SIGN SCALE: 1° I'-0' c' C SECTION i - 1 P -8't NOMINAL 4 10 GLULAM ' BEAM (TYP.) p,9�.d!Sdkid'�m�L Aeed°'d!4� =ul .."=lad d i die mfu ad my.m ri NATION H -H A—A) GLUCAN BEAM CONNECTION (SECTION B—B) Sheet �ld9ad1.1�TeBmF� E SIGN COLUMN DETAIL (SECTION 8 sneea ENTRT SIGN SCALE' I' • P-0' 1.3.52 an ENTRY SIGN SCALE: Ie 17_O. 0 BDAE7 TRIPLE COATED. GALVANIZED, (4) 5'x ,j.q2'' 1�_yr )ej' (THICK) LAG I, 145, SCREWS E 145'0 ;y TRIPLE COATED TRIPLE COATED GALVANIZED )5' THICK 5.4 STEEL BRACKET TRIPLE COATED ,j.q2'' GALVANIZED, (b) 5'x 5(' (THICK) LAG I, 145, SCREWS E 0 TRIPLE COATED I'-5' GALVANIZED )S' THICK STEEL BRACKET � Q 3L1' (TYP.) DECORATIVE BRACKETS (SIGN) ENTRY SIGN SCALE: P • 1'-0' )...Y�aN'l.'6 �t �:nnreast Nie.�x. Sgn.ma rru, az.Tcswbimw ++ �+e� :eroun..a�'mea n'.fam teahco Alm ]Mc�at,anth+wrj�iw8'eleel _ Ptl6 aipn 0 rto st,n Wr.:ddeofSi W.pv �Iof skn 10'x10'xy SST (TYP. OF 4) r- ! �..—.-r— ur Tmcawae wnamwrsa�nm� -'nc, V Frmc URBAN RESOURCE GROUP A DMBION OFM LEY44ORN AND ASSOCIATES, IND. URBAN & DEVELOPMENT PLANNING LANDSCAPE ARCHITECTURE SITE GRAPHICS allrlElDO-�Di GTRB6/PGD-BIIRABOiA R.dtIGM732 naexwle-nao /�xa/.arzaaa/ M�dL':e"rVi9e3a3 _ R" t'n AAmrtnPar��n ui kap I I. klin (il34-xa aoe: Fyc Ycga ,_ -T120 Oft Le ainT'.at— U-ems So<tne O Z O t0 00 u- DNN O L.L Z U) Z O O in 0 p Iiiiiiiiiiiii �c 0 E QC � Q vJ c LU) ai yJ '-3' LETTERS TO BE CENTERE �I_�J I N SETTING SCREW TO J _ _ _ __ mz: EXTEND THRU THEREV1S1ONS D� ,,Na. LU -2' ' TUBULAR - AedrewJAsheat* Orth - ][]C== _ _ o o STEEL to slat+. _ STABLER SI4N CO. a (2) SIGN PLAGUES Norr,vnrrr:Lance Richards Bs1e: N/A 2'x2' TUBULAR n_ S.I. GALVANIZED STEEL KIOSK SIGN BY STABLER SIGN CO. o TUBE (TYP. OF 4) a RA15EP BRONZE LETTERS V IENTRY SIGN CONTACT: LANCE RIC14ARDS (979) 622-5715 SCALE: V P -O' 2'x2' TUBULAR STEEL TO USING WILLOW FONT AS SECTION E—E 4f Job No. 048495000 BE ATTACHED TO THE SHOWN SCALE. P . 1'-0' a COLUMNS BY FIELD WELDS Drawn By KJS o AND FASTEN TO THE SIGN Checked By JN WITH MACHINE BOLTS WITHIN THE BACKGROUND )(k' Data 021907 c OF THE SIGN t^ A -alb, 2N"I'-11' ------ --# Revisions o, PANHEAD MACHINE I All `� ��1 TO PLYWOOD 4' A STEEL OR —�0 b' (TYP. yV2 _ SCR MATCHILTETTERS SHEATHING (TYP) i BRONZE BOSSES 10'x10'zV 55T m TO BE ADDED n TOO! SIGN FOR O O O O O O O O 006 o o_ _ I FASTEN POINTS - _ o O O 0 0 0 0 0 0 0 0 0 0 I NOTE: X oBOSS T14ICKNE55 TO BE o DETERMINED BY MANUFACTURER (2) SIGN PLAGUES TX Cane No. 84203 ate: 02 19 07 (INNOVATIVE SIGNS INC. j I-800-451-7446) 2'x2' TUBULAR IIB 4xmol a5g tob h a,.* dddge PmW / STEEL NOTES+ bath It n dural d Saw, 4 hm ay kr Ile gait 1. STEEL TUBE SHALL BE SHOP PRIMED AND P'P� d °0 SECTION C—C PAINTED OR GALVANIZED E 5:4etaid!M p aero aeo.a ua�41e aad 1 Nry to usm gaaa "TWE WOODLANDS° SIGN DETAIL SCALE: V • V-0• UNLESS NOTED Sao- 2 ENTRY SIGN SCALES 1 • 2'- Sheet L3.53 0 p _ BDSET WATER RILL SEE DETA"LOWER TIER ARC LENGTH 14'-3 3/L3'56 POOL Y� (TYP) 2' TUBULAR ALUMINUM RAILING, ARC LENGTH 9'-9 - — _ BRONZE ANODIZED FINISH (SEE DETAIL ARC LENGTH 7/L3.56) (TYP) LOWER FOUNTAIN I _�' TIER CONCRETE 10' COPING (SALT ROCK FINISH TYP.) ^..'% UPPER FOUNTAIN TIER CONCRETE 10' COPING (SALT ROCK FINISH TYP.) TUBULAR ALUMINUM r 0 LETTERS, BLACK FINISH (TYP.) (SEE DETAIL 4/L3.56) P> _ 2" THICK TUBULAR HALO BRONZEALUMINANODIZED E FINISH (SEE DETAIL .pj 4/L3.%) 1 - -_- _ ALUMINUM RAILING, BRONZE ANODIZED .I. (SEE DETAIL 7/L3.56) i .i ' LULAM UPPER TIER ✓ x (TYP.) _ WATER RILL 1—�- - -SIN-g-- ? J SPRAY FOUNTAIN PLANTING (FOUNTAIN 'r -r LOWER TIER PLANTING - BED _ .� �_= ? .,r PEOPLE -ARCH JET_ r � � r' .<' POOL BED r EPA -200(6' HEIGHT— c = AND 12' 5PREAD)) 2' TUBULAR �• _ __._ WATER ALUMINUM RAILING, 8'x8' TUBULAR _ RILL BRONZE ANODIZED ALUMINUM 1 (SEE DETAIL POST, BRONZE 7/L3.56) ANODIZED I G NOTE: TIE —DIP GALVANIZED _ SEE SHEET ' Nr, L3.55 FOR URBAN RESOURCE GROUP A ONION OF KIIIA" NORNAM ASSOCIATES, NO. URBAN & DEVELOPMENT PLANNING LANDSCAPE ARCHITECTURE SITE GRAPHICS DUIIE50-20M GTREIBIR0AD-/IIWIBOTAFL0MCIA3 2 PHOW"SS 6.17M FAX9414122-U51 SCALE, 1' - 2'-0' O Z O 00 cr to OV 40 LL /A O cn � Z Z O O tam O �_ a) go E CL a) E C m C C C O Q C/) -0 m 0)-0 U � North smle � � s Job No. 048495000 Drawn By KJS Checked By JN Date 02 19 07 Revisions Cecil N. TX Ced. No. 84203 Det.: D2 19 07 Ms dead, k a d5 >U * a1 logs Irmw ktei a n irLulel d sm.M6ai� mw aN h Ik 01 ma. rtfim a IF, imml .11W dJn wk ida ad mylam t Pma Glop td be slid i* k ftm ftn sh..t L3.54 BDSEf 9/,'x7' TRIPLE COATED A325 GALVANIZED MACHINE BOLT HALO DESIGN TO CHANGE PER MANUFACTURER'S RECOMMENDATIONS 1). ALL HORIZONTAL DIMENSIONS ARE LABELED ON THE PLAN (SEE DETAIL� ROUNDABOUT SIGNAGE ELEVATION FOR FOUNDATION OF ARBOR COLUMNS SEE DETAIL 1/1.3.56 � WATER RILL SLOPED SEE J ROUNDABOUT FEATURE _. SIMPSON STRONG TIE HOT -DIP GALVANIZED SADDLE HANGER WITH %Q A525 GALVANIZED BOLTS (OR APPROVED EQUAL) SHOP MODIFY BEAM SEATS OF FIELD SHIM TO GLULAM ACHIEVE UNIFORM BEARING (TYP.) 6"x13% GLULAM ARBOR I' -3'x6' TRIPLE COATED GALVANIZED STEEL STRAP (BOTH SIDES) SEE DETAIL 2/1-3.56 12' TUBULAR ALUMINUM LETTERS, BLACK FINISH (TYP.), WILLOW FONT. SEE DETAIL 4/L3.56 CONNECTION HOLDING UP THE HALO (TYP.) SEE DETAIL 4/13.56 2' THICK TUBULAR ALUMINUM HALO SEE DETAIL 5/1-3.56 B'xB" SQUARE TUBULAR ALUMINUM POST, BRONZE ANODIZED 2" SQUARE TUBULAR ALUMINUM RAILING, BRONZE ANODIZED (SEE DETAIL 7/1-3.56) 2" PRECAST CONCRETE CAP SALT ROCK FINISH, BUFF COLOR URBAN RESOURCE GROUP A DMBDN OF KRLEN HORN AND AB80CIATE8, NC. URBAN & DEVELOPMENT PLANNING LANDSCAPE ARCHITECTURE SITE GRAPHICS BUf1E Wm -2l91 CATTL8B180110-lMABOTAFL0F=A3= noeMIWIMI ao PAXW1 M"l FOUNTAIN SCHEMATIC SECTION ROUNDA50LIT FEATURE l'J rwry �..,� o...�iry rvN i crc �urr� i ® PROVIDE WATER SUPPLY BACKFLOW PROTECTION. INSTALL IN VAULT ©1 FIELDSTONE FINISH TO MATCH BUILDING ARCHITECTURE ON ALL OUTSIDE FOUNTAIN SURFACES (SEE GENERAL NOTE U13/1-2.00) ® 4" THICK CONCRETE WATER RILL ® 2" TUBULAR ALUMINUM RAILING, BRONZE ANODIZED SEE DETAIL 7/1-3.56 ® WATER RILL ROCKS (VARIOUS SIZES) SEE DETAIL 3/1-3.56 NOTE 1). CONTRACTOR TO SUBMIT SHOP DRAWINGS AND CONSTRUCTION TECHNIQUES FOR OWNER OR LANDSCAPE ARCHITECT APPROVAL PRIOR TO CONSTRUCTION. 2). CONTRACTOR MAY SUBSTITUTE FABRICATION WITH SHOTCRETE METHOD. TYPICAL INSTALLATION SECTION SHALL BE SUBMITTED TO OWNER FOR REVIEW. 3). DE51GN BACKFILL PROPERTIES: (CLEAN, DRY, SAND) y = 105 pcF m = 28' c = 0 SCALE: I' . 2'-0' Sole wM000�� Job No. 948495009 D... By KJS Checked By JN Date 02 19 D7 R-i§o ■■� X Cecil Nar TX C.N. No, 84293 Date: D219D7 % bxm I d>°I it h =4h d logo VWW Mel Is in k*and d mim, h intik my k Ik paic prya 1d del k, did im Aes Ia, nirtt m B6 kra>rd .lad dJn dWndoo w mgelm b:m Atm bap id k OW fd81 h Oft Pam 9xP Sheet L3.55 fivawT 0 SPRAY FOUNTAIN (FOUNTAIN PEOPLE ARCH JET OI 2' THICK PRECAST CAP W/ SALT ROCK FINISH EPA -200 (6' HEIGHT AND 12' SPREAD)) O Z DAYS, (SEE DETAIL 5/1-3.56) 12 PEBBLE TEC POOL FINISH (CONTRACTOR ■� O 4Q COMPACTED SUBGRADE-REFER TO RECOMMENDATIONS IN 5/9/06 GEOTECHNICAL REPORT BY GESSINER ENGINEERING: JOB #06-0179 ry O5 SPEED SENSOR (LOCATION TBD) IS FILTER DISCHARGE PIPING © CONTROL PANEL (LOCATION TBD) OU O MECHANICAL/ELECTRICAL SYSTEMS IN VAULT -SIZE PER CONTRACTOR SUCTION PIPING 4.9 U- 0 ® FILTER INTAKE IB OVERFLOW SENSOR 9Q WATER LEVEL ry O~ cn Z Z 2' 50. TUBULAR ALUMINUM RAILING, O BRONZE ANODIZED (SEE DETAIL 7/1-3.56) U _ FIELDSTONE TO MATCH _ BUILDING ARCHITECTURE (TYP.) SEE GENERAL NOTE O #IB/L2.00 FINISHED GRADE ASSUMED 4) ■m O a CL E SCALE: I' . 2'-O' O ,O O m c i _ - 1- I- U NWh FOUNTAIN SCHEMATIC SECTION ROUNDA50LIT FEATURE l'J rwry �..,� o...�iry rvN i crc �urr� i ® PROVIDE WATER SUPPLY BACKFLOW PROTECTION. INSTALL IN VAULT ©1 FIELDSTONE FINISH TO MATCH BUILDING ARCHITECTURE ON ALL OUTSIDE FOUNTAIN SURFACES (SEE GENERAL NOTE U13/1-2.00) ® 4" THICK CONCRETE WATER RILL ® 2" TUBULAR ALUMINUM RAILING, BRONZE ANODIZED SEE DETAIL 7/1-3.56 ® WATER RILL ROCKS (VARIOUS SIZES) SEE DETAIL 3/1-3.56 NOTE 1). CONTRACTOR TO SUBMIT SHOP DRAWINGS AND CONSTRUCTION TECHNIQUES FOR OWNER OR LANDSCAPE ARCHITECT APPROVAL PRIOR TO CONSTRUCTION. 2). CONTRACTOR MAY SUBSTITUTE FABRICATION WITH SHOTCRETE METHOD. TYPICAL INSTALLATION SECTION SHALL BE SUBMITTED TO OWNER FOR REVIEW. 3). DE51GN BACKFILL PROPERTIES: (CLEAN, DRY, SAND) y = 105 pcF m = 28' c = 0 SCALE: I' . 2'-0' Sole wM000�� Job No. 948495009 D... By KJS Checked By JN Date 02 19 D7 R-i§o ■■� X Cecil Nar TX C.N. No, 84293 Date: D219D7 % bxm I d>°I it h =4h d logo VWW Mel Is in k*and d mim, h intik my k Ik paic prya 1d del k, did im Aes Ia, nirtt m B6 kra>rd .lad dJn dWndoo w mgelm b:m Atm bap id k OW fd81 h Oft Pam 9xP Sheet L3.55 fivawT 0 SPRAY FOUNTAIN (FOUNTAIN PEOPLE ARCH JET OI 2' THICK PRECAST CAP W/ SALT ROCK FINISH EPA -200 (6' HEIGHT AND 12' SPREAD)) Q2 B' CAST IN PLACE CONCRETE WALL AND FOOTING, 3000 PSI AT 28 II UNDERWATER LIGHTING FIXTURE (BY ELECTRICAL CONTRACTOR) DAYS, (SEE DETAIL 5/1-3.56) 12 PEBBLE TEC POOL FINISH (CONTRACTOR Q3 CONCRETE PAVERS 4"x8' BANDING (T.B.D.) TO SUBMIT SHOP DRAWINGS) 13 POWER SUPPLY (BY ELECTRICAL CONTRACTOR) 4Q COMPACTED SUBGRADE-REFER TO RECOMMENDATIONS IN 5/9/06 GEOTECHNICAL REPORT BY GESSINER ENGINEERING: JOB #06-0179 1@ DRAIN PIPING -CONNECT TO STORM SEWER O5 SPEED SENSOR (LOCATION TBD) IS FILTER DISCHARGE PIPING © CONTROL PANEL (LOCATION TBD) 16 WATER EFFECT DISCHARGE PIPING O MECHANICAL/ELECTRICAL SYSTEMS IN VAULT -SIZE PER CONTRACTOR SUCTION PIPING CONTRACTOR TO DETERMINE VAULT OPENING FOR CLEARANCE I ® FILTER INTAKE IB OVERFLOW SENSOR 9Q WATER LEVEL FOUNTAIN SCHEMATIC SECTION ROUNDA50LIT FEATURE l'J rwry �..,� o...�iry rvN i crc �urr� i ® PROVIDE WATER SUPPLY BACKFLOW PROTECTION. INSTALL IN VAULT ©1 FIELDSTONE FINISH TO MATCH BUILDING ARCHITECTURE ON ALL OUTSIDE FOUNTAIN SURFACES (SEE GENERAL NOTE U13/1-2.00) ® 4" THICK CONCRETE WATER RILL ® 2" TUBULAR ALUMINUM RAILING, BRONZE ANODIZED SEE DETAIL 7/1-3.56 ® WATER RILL ROCKS (VARIOUS SIZES) SEE DETAIL 3/1-3.56 NOTE 1). CONTRACTOR TO SUBMIT SHOP DRAWINGS AND CONSTRUCTION TECHNIQUES FOR OWNER OR LANDSCAPE ARCHITECT APPROVAL PRIOR TO CONSTRUCTION. 2). CONTRACTOR MAY SUBSTITUTE FABRICATION WITH SHOTCRETE METHOD. TYPICAL INSTALLATION SECTION SHALL BE SUBMITTED TO OWNER FOR REVIEW. 3). DE51GN BACKFILL PROPERTIES: (CLEAN, DRY, SAND) y = 105 pcF m = 28' c = 0 SCALE: I' . 2'-0' Sole wM000�� Job No. 948495009 D... By KJS Checked By JN Date 02 19 D7 R-i§o ■■� X Cecil Nar TX C.N. No, 84293 Date: D219D7 % bxm I d>°I it h =4h d logo VWW Mel Is in k*and d mim, h intik my k Ik paic prya 1d del k, did im Aes Ia, nirtt m B6 kra>rd .lad dJn dWndoo w mgelm b:m Atm bap id k OW fd81 h Oft Pam 9xP Sheet L3.55 fivawT 110 HOT -DIP GALVANIZE,A3b STEEL 7 SQUARE ANCHOR BOLTS EMBEDDED 2'-6" INTO CONCRETE PEDESTAL (TYP. OF 4). PROVIDE J4' NEOPRENE WASHER OR APPROVED EQUAL BETWEEN GALVANIZED STEEL WASHER AND ALUMINUM BASEPLATE NON-METALLIC, NON -SHRINK GROUT (2) 04 TIES WITHIN TOP --- 5' OF PEDESTAL I 2CL H Q � I I I I 1 OF 12) 2' CLR _ iV (TYP.) c_..c Q I ll. CLR 5'-4' �C110N m SQUARE -L_-I-4 I I I NOTE: 1). GALVANIZED STEEL ANCHOR BOLTS SHALL NOT TOUCH REINFORCEMENT WITHIN PEDESTAL. 0 2). ALL NUTS AND WASHERS SHALL BE H NOT -DIP GALVANIZED 0 3). ALL ALUMINUM MEMBERS SHALL BE o0 6063-T6 ALLOY I'xIVAS' ALUMINUM cn BASEPLATE m 1'-3' m m FABRICATOR TO PROVIDE 2' 2' WELD AT BASE OF COLUMN cTO 2' RESIST SERVICE MOMENT s 8 .11500 LB -FT AND SERVICE SHEAR . IA50 LB a waF NOT -DIP GALVANIZED STEEL E ANCHOR BOLTS. PROVIDE JW' NEOPRENE WASHER OR a APPROVED EQUAL BETWEEN GALVANIZE STEEL WASHER 2, 2' AND ALUMINUM BASE PLATE B' 50. x'16' ALUMINUM TUBE, BRONZE ANODIZED OR PAINT MATTE BROWN (SUBMIT SAMPLES TO OWNER FOR APPROVAL PRIOR TO APPLICATION) I'XIS'XIS' ALUMINUM BASE PLATE FABRICATOR TO PROVIDE WELD AT BASE OF COLUMN TO RE51ST SERVICE MOMENT -11500 LB -FT AND SERVICE SHEAR • 1450 LB 'FINISH GRADE (TYP.) PROVIDE NEOPRENE WASHER BETWEEN STEEL NUT AND BASE PLATE $15 REBAR VERTICAL (TYP OF 12) #4 TIES P 10' O.C. DOUBLE NUT ENDS OF ANCHOR BOLTS (TYP.) 46 REBAR 12' O.C. TOP/BOTTOM AND EAST/WEST STANDARD (ACI) HOOK PLM A -A SCALE, I" . 1'-0' TYPICAL FOUNDATION FOR ARBOR COLUMNS ROUNDABOUT FEATURE SCALE, V . 2'-0' _B. 1's LETTERS INSET 3 INCHES C s+ s O ]"THICK WATERJET \�+` CUT LETTERS. WELDED TO HALO ON BACK �-L 2 X 2 X.25 ALUMINUM .•�'` 4 PCS EACH HOLE o TO CONNFCT I IPPFR R1 V-0" v� --1 3/s X 1014 X.125 AND I.OHAI OS 'NFR p JIBING INSIDE HALO C 2"; 2X2X1/4 -HALO CONSTRUCTED iAI LIM AnGI F ' �• FROM .' 25 ALUM PLATE (4 PI ACTS) R \ / /B' 1 ALUMINUM / j � 4 PCS EACH HOLE l DETAIL A R9-0 `,TO CONNECT UPPER- SCALE 1 :4 2„ LO 'P.NDWEP.HALO., �, WFIDE^) SECTION B-13 SCALE 1 : 4 ALL JOINTS WELDED AND GROUND SMOOTH B -WELL-- - � r -o" :�SJenrlrchitecturalNletals, Inc Soo Ro Ds T.Ua&ja, AL 3P& rhene: eoo-zos-fuse i4.5:ase-ts1-sse7 2" unan.zllcnmcsalsmm i nx ... i .�, COLUMN CAP A SIGN AND HALO DETAIL URBAN RESOURCE GROUP A DMSION OFKU"410RNAND ASSOCIATES, W_ URBAN & DEVELOPMENT PLANNING LANDSCAPE ARCHITECTURE SITE GRAPHICS PHW9Wb49d77W/AXOSI- MI Illam p I'-6'-- #5 VERTICAL H REBAR (TYP. I I I 1 OF 12) 2' CLR E ( I I 1 = -L_-I-4 I I I #4 TIES B 10' O.C. • _ Jr�,r_ r PLM A -A SCALE, I" . 1'-0' TYPICAL FOUNDATION FOR ARBOR COLUMNS ROUNDABOUT FEATURE SCALE, V . 2'-0' _B. 1's LETTERS INSET 3 INCHES C s+ s O ]"THICK WATERJET \�+` CUT LETTERS. WELDED TO HALO ON BACK �-L 2 X 2 X.25 ALUMINUM .•�'` 4 PCS EACH HOLE o TO CONNFCT I IPPFR R1 V-0" v� --1 3/s X 1014 X.125 AND I.OHAI OS 'NFR p JIBING INSIDE HALO C 2"; 2X2X1/4 -HALO CONSTRUCTED iAI LIM AnGI F ' �• FROM .' 25 ALUM PLATE (4 PI ACTS) R \ / /B' 1 ALUMINUM / j � 4 PCS EACH HOLE l DETAIL A R9-0 `,TO CONNECT UPPER- SCALE 1 :4 2„ LO 'P.NDWEP.HALO., �, WFIDE^) SECTION B-13 SCALE 1 : 4 ALL JOINTS WELDED AND GROUND SMOOTH B -WELL-- - � r -o" :�SJenrlrchitecturalNletals, Inc Soo Ro Ds T.Ua&ja, AL 3P& rhene: eoo-zos-fuse i4.5:ase-ts1-sse7 2" unan.zllcnmcsalsmm i nx ... i .�, COLUMN CAP A SIGN AND HALO DETAIL URBAN RESOURCE GROUP A DMSION OFKU"410RNAND ASSOCIATES, W_ URBAN & DEVELOPMENT PLANNING LANDSCAPE ARCHITECTURE SITE GRAPHICS PHW9Wb49d77W/AXOSI- MI Illam p Mimi _ H �■ E a 0 0 H c6 0 > o0 cn -0 m _0 -' 5'x133$ GLULAM BEAM J ROUNDABOUT FEATURE 34 0 55 THROUGH 6' SCALE. V 1'-0' (1) C aBOLT (TYP. 2) 2" TUBULAR 0 0 N 3' U O' ALUMINUM RAILING, r BRONZE ANODIZED ti Narlh 01 36 ALUMINUM SEAT in BOND BEAM, REINFORCE AND GROUT w BETWEEN SIDE ,p _ WITH (1) 115 CONT. HOOK VERTICAL y PLATES _ WALL REINFORCE INTO BOND BEAM W/ 2' CIRCULAR TUBULAR ALUMINUM t 1 STANDARD (ACI) HOOK us WxWx4'6' ALUMINUM 'o TOP RAIL WITH BRONZE ANODIZED TOP PRECAST CONCRETE CAP o USE MAXIMUM WELDTE US MAXIMUM WELD 512E FOR 1'-3" (SALT ROCK FINISH) 2' CIRCULAR TUBULAR ALUMINUM S®te a SIZE FOR MEMBERS MEMBERS JOINED #4 REBAR 12' O.C. 6 PLACED BRONZE DISTANCE TO v ALONG THE ARC STARTING AT THE JOINED Yi ALUMINUM SIDE HORIZONTAL STEEL PLATE. (TYP.) BOTH IY2" REMOVED FILL TO FINISHED ENDS WITH A MAX. SPACING OF 10' lob No. 048495000 43 #4 REBAR 12' O.C. O.C. a 8' SO.x36' ALUMINUM SIDES OF 5'xI3�' VERTICAL STEEL E GRADE AFTER FORMING Drawn By KJS c TUBE GLUCAN BEAM / FIELDSTONE VENEER TO MATCH BUILDING )q..: • %71"X4'X4' ALUMINUM OASEPLATE Clb.O d9 WITH BRONZE ANODIZED FIN15H JN 6 NOTE: x iV � ARCHITECTURE (TYP.) SEE GENERAL ALL ALUMINUM MEMBERS SHALL BE a v = NOTE B -,ry, „"`,;,jl--i- ; $' THIIX NEOPRENE PAD Data 02 is 0/ m 6063-T6 ALLOY--=t--i SHOTCREI'E CURVE ' FINISH GRADE (TYP.) ( Wx5' TRIPLE COATED GALVANIZED Revisions TYPICAL COLUMN TOP DETAIL 2'x4' CONCRETE SHEAR LAG SCREW l KEY f 2' CIRCULAR TUBULAR ALUMINUM SCALE: 1' 1'-0' v GREENSTREAK CONCRETE , _ )�° CLR ROUNDABOUT FEATURE �`-B, -E -� SHOTCRETE FORMS MAY TOP RAR WITH BRONZE ANODIZED t s PVC WATER STOP #701 OR , i )4' CLR CONSIST OF EITHER SOIL OR APPROVED EQUAL , (TYP.) 7¢'x5' TRIPLE COATED GALVANIZED WOOD a__ .�_:__.y.�__�_ LAG SCREW ,r--7ir----r-"-s #5 REBAR 12' O.C.- o EXPOSED RIVER JACK 6-B' 50X WITH TOP/BOTTOM AND s-- ­-rr-'-r----s--- )¢'X4'X4' ALUMINUM BASEPLATE RIVER ROCK 2-4' 50X, SMWT14 FINISH, EAST/WEST WITH BRONZE ANODIZED FINISH LAID IN A MORTAR BED "' u 'CLR X MINIMIZE EXPOSED MORTAR JOINTS AT THE CONTRACTOR'S OPTION, 2' CIRCULAR TUBULAR ALUMINUM STANDARD (AGI) HOOK SHOTCRETE MAY BE SUBSTITUTED POST WITH BRONZE ANODIZED Cecil Nanon o )z' BED OF MORTAR, COLOR TO MATCH FOR POUR -IN-PLACE CONCRETE NOTE: 1O' PRECAST CONCRETE CAP TX Cert. No. 84203 CAP WALLS CONTRACTOR TO SUBMIT SHOP Data: 021907 CONCRETE WATER RILL CONTINUOUS DRAWINGS PRIOR TO CONSTRUCTION j S:C110N SEE DETAIL 2/13.55 FOR OWNER'S APPROVAL 4=,K *q lk h '01a�# I "p FmW lii !tit 0 n h0 mi d aea.4 hmm 0* 01k wac WATER RILL ALTERNATE FOUNTAIN«dIx Ad I.� Raedad 5 6 SECTION SHOTCRETE .� tt ��'�*w '� 3 TYPICAL FOUNTAIN SECTION RAILING DETAIL CONNECTION aUEatli"swgtnikilol l08sb LY0m Rme ROUNDABOUT FEATURE SCALE: 1' • 1'-0' Sheet c ROUNDABOUT FEATURE SCALE+ 1° ' 2'-0' ROUNDABOUT FEATURE SCALE, V V -O' ROUNDABOUT FEATURE SCALE: I° 1'-0' L3.56 0 o BDSt7 / \ aaa , \ /#1101,o —LIMIT OF \ ' \\ DDSCAPe V q \ e \ o �o Ocoee \ \ a \ \ NOTE: \ TURF AREAS AS SPECIFIED BY OTHERS PLANT SCHEDULE Bout hLuest-Entry TREES BOTANICAL COMMON CONT SAL SIZE REMARKS CC Cerci. canadensis 'Oklahoma' Oklahoma Redbud B d B 311Ca1 12'-14' OA. 2 Full, Matching OF SCAPE 5 )THERS URBAN RESOURCE GROUP A DIVISM OFI U"44ORNAND ASSOCIATES, INC. URBAN & DEVELOPMENT PLANNING LANDSCAPE ARCHITECTURE SITE GRAPHICS BtN1E8111-8101 CATRHENfXM-8N'NBOTA R.ORIa11*= nocalwxarvo rAX1M141Z=1 PLANT SCHEDULE Harvey -Entry TREES BOTANICAL COMMON CONT CAL SIZE QTY REMARKS CG Cercis canodensis 'Oklohomo' Oklahoma Redbud B t B 3'C01 12'-14' OA. 2 Full, Matching 4- 0 v cc • • h— CL E 0 1_ M M 0 O J M U rn �1M a)T e CF Cornus Florida Flowering Dogwood H < B 211C.1 I0'-12' HT 2 Full, Matching CF C­flarida Flowering Dogwood B 4 B 2'CaI 10'-12' H2 Full, Matching S -.r z a MG Magnoliagrandiflora Southern Magnolia B 4 B 311C.1 12'-14' OA. 2 Full, Matching LM Lagerstroemio indica 'Muskogee' Multi -Trunked Muskogee Grape Myrtle B t B 2.5"Cal 12'-14` ML 2 3-5 Stems Min. .o I F U W a SHRUBS BOTANICAL COMMON CONT rzZl E, Q= REMARKS MG Magnetic grondiFlora Southern Maolia B 4 B 31Ca1 12'-14' OA. 1 Full, Matching Na7h AE Abelia grandiFlora 'Edward Goucher' Glossy Atelia 3 gat 24'x24' 25 Full ZSHRUBS BOTANICAL COMMON GOVT SIZE REMARKS J BT Berberis thunbergii 'Crimson Pygmy' Crimson Pygmy Barberry 3 gat 15'x15' 73 Full � AE Abalia gradiflora 'Edward Goucher' Glassy Atelia 3 gal 24"x24" lb Full oEA Euonymus alatus 'Compactus' Compact Burning Bush B 4 B 36' z 36" 21 Full BY Barberis thunbergii 'Crimsan Pygmy' Crimson Pygmy Burberry 3 gal 15'x15" 67 Full d'Scale j Fl Forsythia intermedia 'Arnold's Dwarf" Dwarf Forsythia 3 gat 12'x15' 19 Full EA Euonymus alatus 'Compactus' Compact Buming Bush 54 B 36" x 36' ib Full 1' - 20'-0' 0 20 10 D 10 20 40 JG Juniperus chinensis 'Sea Green' Sea Green Juniper 3 got 18'x18' 30 Full FI Forsythia intermedia 'Amold's DwarF' Dwarf Forsythia 3 gat 12'x15" 25 Full MMM6000"m% RO Rosa x 'Knock Out` 'Knack Out' Rax Double 3 gal 15"x15' 23 Full RO Rom z 'Kroek Out` 'Knock Out' Rax Double 3 gal 15'x15" 27 Full Job No. 048495000 Dmw"� KJS o GROUND COVERS BOTANICAL COMMON CONT SIZE Q� REMARKS GROUND COVERS HOTANICAL COMMON CONT SIZE OTY REMARKS CD Cartcderia selloma 'Pumila' Dwarf Pampas Gross I golt' 36" cc 18'-24' Ht 24 Full, Matching CD Cortoderie miloano 'Pumilo' Dwarf Pampas Grass I gal@ 36" oc 18'-24' Ht 27 Full, Matching Checkad8 y JN c LA N Lantana 'Gold Mound' Gold Mound Lantano I gat@ 24" cc 12'x15' 86 Full LA Lantana `Gold Mound' Gold Mound Lantana I gal@ 24" oc 12'xi5" 47 Full Data 021907 Revisions rn LV Liriope muscori 'Variegate' Variegated Lily T -F I gal@ 24" cc 12NIS' 74 Full LV Liriape muscori 'Variagota' Variegated Lily TurF I gal@ 24" oc 12'x15" 69 Full -6 MC Mahonia ocipifolium 'Compacto' Compoct Oregon Grape 2 gait' 36" oc 12'-15' Spd. IB Full c E E 0 v J MAIN ENTRY SIGN LANDSCAPE PLAN MAIN ENTRY SIGN LANDSCAPE PLAN 2 URG 0 SOUTHWEST PARKWAY `SCALE' V 20' HARVEY MITCHELL PARKWAY SCALES V . 20' LA Cert Number Dale: 021907 Ois dxwet dxl iY k a 4 ib 0Isge e Istit 8 8 idnrel d tetitt.'s ifakA 1d1' k Ik gmlc c a o prPa' ddel la W61 ns amend P—de'd E t��a G" td k diol 6* N Isiksaim� Pte¢ p 5 0 0 56ee, L4.00 aysEr 0 0 0 0 0 DECORATIVE PAVERS PLANT SCHEDULE Southwest -Roundabout SURU85 BOTANICAL COMMON CONT517E OTY REMARKS BT Berberis thunbergii 'Crimson Pygmy' Crimson Pygmy Barberry 3 gal 15"x15' 28 Full IS Ilex cornuto 'BurFordii Nora' Duu rf Burford Holly 3 got 15"45' 47 Full ki (55 PLANT SCHEDULE Harvey -Roundabout SHRUBS BOTANICAL COMMON CONT SIEQZ[ REMARKS BT Berberis thunbergii 'Crimson Pygmy' Crimson Pygmy Barberry 3 got 15"05' 28 Full IB Ilex rornuto 'BurFordii Nono' D f B F d 14 11 3 1 15" 15' 47 F 11 URBAN RESOURCE GROUP A DIVISION OF KRA"NORN AND ASSOCIIJUE8, INC. URBAN & DEVELOPMENT PLANNING LANDSCAPE ARCHITECTURE SITE GRAPHICS allFrESM-MM CATnnwm N011D-1%9VZ TAFU*VIA t732 IRMW94UM172a FAX9914MMI ar o y go x u Z GROUND COVERS BOTANICAL COMMON CONT S17G g'� REMARKS GROUND COVERS BOTANICAL COMMON CONT 512E � REMARKS S ¢ G5 Gelsemium sempervlrens Carolina Jasmine 1 gal@ 18" oc 12"xl5' % Full G5 Gelsemium a semPervirgins Goroliw Jasmine I got@ 18' cc 12"x15 56 Full 'Q o V LL TA Trachslospermun asiaticun Asiatic Jasmine 1 got@ 24" oc 9'x12' I45 Full TA Trochelospermum asiaticum Asiatic Josmine I gol@ 24' ac 9"x12" 145 Full a Nanh u CD 0 2 J O smle r = 2D• -o• a 20 10 D la 20 40 y� Joh No. 04949SODD o Drawn By KJS Checked By JN o Date 021907 N QI BVISIanS ROUNDABOUT LANDSCAPE PLAN �ROUNDABOUT LANDSCAPE PLAN I SOUTFIWEST PARKWAY ENTRANCE SCALE: 1'2&HARVEY MITCHELL PARKWAY ENTRANCE SCALE: 1' 20' E E 0 U J W< x o URG i LACen 1 D D7 Data: 022 19 D7 i tk dxwd, da9 .0 the rw* ed ddp Pesdd rri Isd1 w n a6wat d sett, 4 kwd at/ Ix the SWC E r& m � dead :W dle dk�aiwdsd agldm ll> 6wq !d be clot I* 0 ttlm ftm Sheet L4.01 O ■� O i0 O C) � :)40 LL O� Z Z J O � O v � O � d M C U C � (6 2 Q 4 > C O O U - QU) o ar o y go x u Z GROUND COVERS BOTANICAL COMMON CONT S17G g'� REMARKS GROUND COVERS BOTANICAL COMMON CONT 512E � REMARKS S ¢ G5 Gelsemium sempervlrens Carolina Jasmine 1 gal@ 18" oc 12"xl5' % Full G5 Gelsemium a semPervirgins Goroliw Jasmine I got@ 18' cc 12"x15 56 Full 'Q o V LL TA Trachslospermun asiaticun Asiatic Jasmine 1 got@ 24" oc 9'x12' I45 Full TA Trochelospermum asiaticum Asiatic Josmine I gol@ 24' ac 9"x12" 145 Full a Nanh u CD 0 2 J O smle r = 2D• -o• a 20 10 D la 20 40 y� Joh No. 04949SODD o Drawn By KJS Checked By JN o Date 021907 N QI BVISIanS ROUNDABOUT LANDSCAPE PLAN �ROUNDABOUT LANDSCAPE PLAN I SOUTFIWEST PARKWAY ENTRANCE SCALE: 1'2&HARVEY MITCHELL PARKWAY ENTRANCE SCALE: 1' 20' E E 0 U J W< x o URG i LACen 1 D D7 Data: 022 19 D7 i tk dxwd, da9 .0 the rw* ed ddp Pesdd rri Isd1 w n a6wat d sett, 4 kwd at/ Ix the SWC E r& m � dead :W dle dk�aiwdsd agldm ll> 6wq !d be clot I* 0 ttlm ftm Sheet L4.01 y 2c,` REVISIONS SIATB 8 y DOVETAIL DEVELOPMENT - 8124782080 FENCING PLAN FAX 478.2088 COLEMAN & fl � ASSOCIATES aU1T01aD SAN ANTONIO, TEXAS 78217 LANDSCAPE ARCWTECTURE 210.087.4S49 " FAX 889.8802 THE WOODLANDS OF COLLEGE STATION 7100 WEST SIXTH STREET SIATB 8 AUBTIN, TEXAS 78708 8124782080 FAX 478.2088 COLEMAN & =70 t1ACDa0ooRms ASSOCIATES aU1T01aD SAN ANTONIO, TEXAS 78217 LANDSCAPE ARCWTECTURE 210.087.4S49 ENVIRONMENTAL DESIGN FAX 889.8802 �¢ WJOD FENCE VIII. VIII ( IIIIIIIIIIIIJIMI IIT171-Fl II IIIIVIII III , ; - - - FENCE D (1111I11111111(11� (11-11111111111111I LLID 11111111 illll II,1• �� 111111 111111 II �� BUILDING 36 - '—+ - � —N LM i I 1111 III III it I I I I 1111111 r L B ILDIN 37 B IIDIN 3B BUILD G 9 — — BUI DING 32 BU DING 34 • _ — _� z .j, z z — BUILDING 49 BUI DINGI 16 8U1 DING 17 BUILDWq 28 — (L — —? V �hFFI•hi•1•r hrl•1• h�iaU 7•I•i•h I •I'••FN m _ _� i z � rr �l•FWIa.LFI•(1"I•f�l•hhF1•id•(11•I•Fhhr1.1.1•(1 � � _ ,,r✓'� 41 . � z= �_ o . �„•�� a 1 •FF�Irh i•I•rl•+� — 111 �. � \ . S _ �— r �Bunol zBh a • •I•F • � .•r •I ,•d'rl••hF • i ••hl•,T•�•L� I• `� . � �” ,. • �•I•I•II•IIL•FI•I•fl•LI•I•h•LI•FI•fl•Fhl•FLIt-pvi •h hit 1 . . d � '� � � lF1�il•FF�F IFtF Ff•,=F��>�lF1:I.Fi1i �' T — � _ _ 1"i•i•;+I•FFhhfl•I.17 � h1•I•I•! � f:'' � 9 ; J BUI MG 24 . , / /•. ' `, ,s 1,.� w �N *• t D DING 14 — i .•t � � ' �s i + i � • I � • � ♦ •i • ''�'/ //. NAM LNC FENCE T '' • � m p I T � 'J' � � � ttt �,. BUI DING I3 "BUI NG 22 _ �� • - CRAM LMiC FENCE = — 2 T — 75L1 M L FENCE hh}••id 1 •111��'I`I - — - Fc E —O O O u1 D FENCE 1RO LItEAR FEEL - CNNNLNK FMJCE }54 LMEAR FEET POOI.:E'N.. uv fALUFC6 5OJ LIIEAR FEEL �iFJANNENICILLAR G+IM LNK FENS (K--,) NORTH 7" m ns 3B -Im IM SCALE M FEET fl"•"Im') TABLE 1. NATIVE REVEGETATiON CALCULATIONS CIT'' OF COLLEGE STATION LANDSCAPE POINT CALCULATIONS SYMBOL NAME 4 TYPE QUANTITY POINTS O LIVE OAK 1940300Pt8. GUEFaCUS MIANA 58700 QUERCUS NIGRA TREE SWEET OCEDAR ELMULMUS 38.300Pr8. CANOPY � IEFOLIA 11,400 QUERCUS BUCKLEYII 'TEXANA' 1 3,153 f'1, _ \ \�,'/J RED OAKCUEFICUS 339.300Pf5. 101,'100 13 CANOPY TIMEESA 3 LIQUIDAMBER STYRACIFLUA 300T8. 3NP 9900 TAXODIUM DISTICUM CANIBETUL 'TREE 1 O� '11.300PT8. CANOPY 41900 LANTANA CAMARA 'IRENE' 3 4,131 YELLOW BELLS BALD CYPIRESS ICMA1 144.30OKS. 43100 11 M ' TE 4 G' CALLMZPE RYANA 650300PT8. 191500 10 3 1 SWEET AR STYRACIFLUA 48.300PTS. 14AM �1 C `IOPY TREE 1,130 OCRAPE MYRTLE 520.40PT8. ICA LAGERSTROE/'�� 20,800 5 REE 1 4..1 7NOON--CANOPpYF ILEX YOM9TORIA 610.40KS. 24AM NON—CANOPY TREE 4 S CHASTE TREE 120.40P T5. 4,800 NON -CANOPY TREE 523 POINTS PER PROJECT AREA: 3 2,8210-52 SQ.FT. OF SITE AREA 6 2021,692 / 1,000 = 2021.69 8 2,821.&9 X 30 = 54050.1 = 84,651 POINTS TOTAL POINTS REQUIRED = 84,651 2 TOTAL POINTS PROVIDED = 329,000 TABLE 1. NATIVE REVEGETATiON CALCULATIONS --] AREA • TOTAL AREA (SQFT.) CONDITION TREE QUANTITIES AND ALL WIRE/STR W. WATER OAK QUERCUS NIGRA YAJPON SWEET GUM SLASH PINE SUMAC WATER OAK QUERCUS BUCKLEYII 'TEXANA' 1 3,153 ULMU5 CRA551FOLIA IE• 5 13 31 3 LIQUIDAMBER STYRACIFLUA 2 411 TAXODIUM DISTICUM 2 1 2 5 1 LANTANA CAMARA 'IRENE' 3 4,131 YELLOW BELLS 24 1 11 41 4 4 1,598 10 3 1 16 2 5 1,130 1 2 5 12 1 6 2,211 13 4 S 22 2 1 523 3 2 3 6 1 8 315 2 1 2 4 I PLANT LIST EXCLUSIVELY FOR NATIVE REVETATION AREA COMMON NAME BOTANICAL NAME CONDITION TREE YAUPON ILEX VOMITORIA 2" CALIPER, 5'HT., 3'5PR, MIN. 4 CANES, 545 SWEET GUM TREE LIQUIDAMBAR STYRACIFLUA 2" CALIPER,1'HT., 4'SPR, 30 GALLON SLASH PINE PINUS ELLIOTTII 2" CAL PER 1'HT., 4'SPR, 30 GALLON SUMAC TREE RHU5 GLABRA 2" CALIPER, 5'HT., VSPR, MIIIL 4 CANES, 30 C WATER OAK QUERCUS NIGRA 2" CALIPER 1'HT., 4'SPR, 30 GALLON OVERALL SITE PLANT LIST --] COMMON NAME BOTANICAL NAME CONDITION SHADE TREE AND ALL WIRE/STR W. WATER OAK QUERCUS NIGRA 3 1/2" CALIPER, 11-13'HT, 4-5'SPR, 45 GALLON LIVE OAK QUERCUS VIRGINIANA 3 1/1" CALIPER II-VHT., 4 -5 -SPR, 45 GALLON RED OAK QUERCUS BUCKLEYII 'TEXANA' 31/2" CALIPER II-13'HT, 4-5'SPR, 45 GALLON CEDAR ELM ULMU5 CRA551FOLIA 3 1/2" CALIPER 11-1VIAT, 4 -5 -SPR., 45 GALLON RIVER BIRCH BETULA NIGRA 3 1/2" CALIPER II-13'HT., 4 -5 -SPR., 45 GALLON SWEET GUM LIQUIDAMBER STYRACIFLUA 3 IR" CALIPER 11-13'HT, 4-5'5PR., 45 GALLON BALD CYPRESS TAXODIUM DISTICUM 3 1/2" CALIPER 11-13'HT., 4 -5 -SPR, 45 GALLON BRADFORD PEAR PYRUS CALLERYANA 3 1/2" CALIPER 11-13'HT., 4-5'SPR, 45 GALLON ORNAMENTAL TREE TREE YAUPON ILEX VOMITORIA 2 1/2" CALIPER, 10-12'14T., 4 -5 -SPR., MIN. 4 CANES, 54B VITEX AGNUS CASTUS 2 1/2" CALIPER, 10-12'HT., 4-5'SPR, MIN. 4 CANES, 30 GALLON CRAPE MYRTLE LAGERSTROEMIA INDICA 'WATERMELON RED' 2 1/2" CALIPER 10-12'HT, 4-5'SPR, MIN. 4 CANES, 30 GALLON CRAPE MYRTLE LAGERSTROEMIA INDICA 'NATCHEZ' 2 1/2" CAL PER, 10-12'HT, 4 -5 -SM MN. 4 CANES, 30 GALLON SHRUBS --] ADAGIO MISCANTHUS SINENSIS 'ADAGIO' ARMSTRONG JUNIPER JUNIPERUS CHINEN515 'ARMSTRONG' AND ALL WIRE/STR W. BUTTERFLDY IRIS DIETESSRIDIOVESENS DWARF BURFORD HOLLLY ILEEX CORNUTA 'BUF;r-OW11 NANA' DWARF MAIDEN GRASS MISCANTHUS SINENSIS YUKA JIMA' DWARF WAX MYRTLE MYRICA PUSILLA DWARF YAUPON ILEX VOMITORIA 'NANA' EUONYMUS 'SILVER KING' EUONYMUS JAPONICUS 'SILVER KING' FLAME ACANTHUS ANISACANTHUS WRIGHTII INDIAN HAWTHORN RHAPHIOLEPUS INDICA 'BALLERINA' KNOCK-OUT-ROSEROSA 'RgDRAZZ' WDA NAND INA 'GULF STREAM' A DOME5TICA 'GULF STREAM' PURPLE FOUNTAIN GRASS PENNISETUM SETACEUM RED YUCCA HESPERALOE PARVIFLORA TEXAS FLAME LANTANA LANTANA CAMARA 'IRENE' VIBUSNUM VIBURNUM X BURKWOODII YELLOW BELLS TECOMA STANS ZEBRA GRA55 MISCANTHUS SINENSIS 'STRICTUS' GROUND COVERS MEXICAN FEATHER GRA55 ASIAN JASMINE AZTEC GP -495 GIANT LIRIOPE NEW GOLD LANTANA PLUMBAGO PURPLE TRAILING LANTANA WHITE TRAILING LANTANA SOD BERMUDA SOD BERMUDA HYDROMULCH IVIEWE • ° C APS IANN' JUN 2 STATION DEWL&WENT SERVICES, NASELLA TENUISSIMA TRACHELO51"ER1UM ASIATICUM LIRIOPE MUSCARI 'AZTEC' LIRIOPE MU5CARI LANTANA XHYBRIDA NEW GOLD' PLUMBAGO AURCULATA 'TUSCAN BLUE' LANTANA MONTEVIDEN515 'SELLOWIANA' LANTANA MONTEVIDENS15 'ALBA' CYODON DACTYLON CYODON DACTYLON NOTE: ALL PLANTS SHALL BE INSTALLED WITH TRIANGULAR SPACING AS NOTED IN PLANT LIST 5 GALLON, 36" O.G. 5 GALLON, 36" O.C. 5 GALLON, 36" O.C. 5 GALLON, 36" O.G. 5 GALLON, 36" O.G. 5 GALLON, 36" O.G. 5 GALLON, 36" OL. 5 GALLON, 36" O.G. 5 GALLON, 36" O.C. 5 GALLON, 36" O.C. 5 GALLON, 36" O.C. 5 GALLON, 36" O.G. 5 GALLON, 36" O.G. 5 GALLON, 36" O.G. 5 GALLON, 36" O.G. 5 GALLON, 36" O.C. 5 GALLON, 36" O.G. 5 GALLON, 36" O.G. 5 GALLON, 36" O.C. I GALLON, 24" O.G. I GALLON, 18" O.C. I GALLON, 18" O.C. I GALLON, 18" O.C. I GALLON, 18" O.C. I GALLON, 18" O.G. I GALLON, 18" O.C. I GALLON, 18" O.C. SOLID SOD 5RAY-ON HYDROMULCH r-\Groundcover Planting SECTION SCALE, NONE RIVER ROCK BED ME DEAD BRANCHES AS DA�{IC� BY LANDSCAPE TWIST BRACE MATERIAL SEE SPECK. i OT204AH�OTFINISH ,a6r— --] 3• Flll'GH LAYER 3 OF EURLAP REMOVE TOP U WEED HARRIER FABRIC [ALTERNATE 2V IN TLL TREE RAJCa OVSEAR LT CF AND ALL WIRE/STR W. EXISTING GRADE AND BACKFILL MIX BACIffILL ET4AL BLACK s PER TTS 7 U!• MM. BELdU BOTTCM CF TREE PIT p° O NOT DRIVE STARS THtmIKaH BALI. Cano Tree Plantln 4' CAL ATID SMALLER v SCALE ' NONE REMOVE TOP 1/3 OF BURLAP AND ALL WIRE / I PREPARED SOIL MIX AND FERTILIZER PER SPECS. 3' BAPoG hALLCH o ETR sE.N�' CI EXISTMG GRADE AND BAC"ILL Mix NATIVE SOIL Multi -Trunk Planting SECTiCN SCAM, NONE eNDry-art EDGE r�B w na.cH BED PFZEPA. BOW MIX AND RRTILUER (BEE BF _ WEED HARRIER FABRIC [ALTERNATE 2V �" "fid - Shrub Planting 6CALE , NLlE BED CONCRETE FOOTING FOR STAIR POST 3" MULCH BED PLANT MIX FOR ADJACENT MULCH BED SCALE, NOT TO SCALE GRAPHIC SCALE 100 0 50 100 200 ( IN FEET ) 1 inch = 100 ft. It I� I � Iillll_ 1 111,11111 11111, �IIII�IIIIII�,,�11111111.11-: - .! � SEE SHEET C—X [- OR TRAFFIC CONTROL DETAIL f' n± .n•Ci 1 /!LOr JQ� � ro .. M Ko WA Ll PROPERTY LINES WILL BE REPLACED TO REVISED DRIVEWAY LOCATION Mill Ng il MM MIN wl NNE 12" m � ,_��,���_--� �� ���, � „�.. �� /11111111 .� �+�� ♦, _ � V a�L�ye�'1G�i±4�� tYr�hG�lL�'Au��� � �� a�� �, � � s,• �� V.i ..... k�!i `'r .... .a... !F� K9 ' R.� ..... V�!t.�' ... ..... !iSt �� ®,��>oll���± �♦ ,E � . � %Ot :il�K`!97� dah?A4.+7'V/7?+ilf3lt:S�:tLL'N9G�'a� m �.�� ♦ T �y . pia .•ifA;:;.�w � '�±�� f VE 1 r�v±n'c'era.^.✓.arty a p� ...tom . �"C�IiiJ1L a`��•s ENTRANCE TO HARVEY MITCHELL PKWY. HAS BEEN SUBMITTED TO TXDOT FOR DRIVEWAY PERMIT APPROVAL. FINAL LOCATION OF DRIVE CONNECT' TO BE DETERMINED 1 3/8" / 2" B SERIES 1 1/8 " 2" RED STRIPE PAINTED ON DRIVE SURFACE WITH 4' WHITE LETTERS 2" C SERIES . % DESIGNATED STATING 'NO PARIONG - FIRE LANE TOW -AWAY -ZONE' T PARKING 2" C SERIES 1 1/2" ONLY 2" C SERIES / 2 1/2" FIRE LANE MARKING ,/ / SIGN REINFORCED CONCRETE REINFORCE WITH #3 BARS A SIGN MUST BE MOUNTED IN A CONSPICUOUS WITH A MIN. COMPRESSIVE ® 12" O.C.E.W. WITH STRENGTH OF 4,000 PSI SAWED DUMMY JOINTS NOT LOCATION AT EACH ENTRANCE TO THE PROPERTY AT 28 DAYS. TO EXCEED 15 FEET IN ANY DIRECTION. FIRE LANE SIGN & MARKING N.T.S. „/ '� �• . •, r _ < ; 5" REINFORCED CONCRETE 000 �• '' 6" LIME TREATED SUBGRADE EXTENDING 12" BEYOND BACK OF CURB. COMPACT TO 95% STANDARD PROCTOR DENSITY i i .� (ASTM D-698) MEETING ��--''��rIII` REQUIREMENTS OF TXDOT 1993 ' � / - J�, STANDARD SPECIFICATIONS �. ITEM 260 SCALE: NONE 00 r - Ln I - co ca cc ti M M ♦� w z z Q N N cn � 0 Mo G1 X o O N O it ••NNN••NNi• N•••N••�•N �� KEVIN S. GASKEY / ••NN•NNN•N•N••N••NN••••' 69165 V 1 � � O H �w CoMpLIA CS H P -a W Nw O Wpo� � w Q JUN 1 9 206 CC31.6S(arr. Si'AT6014 r. P1Gi1dPe�F41�'JS� luul O fO NOTE: SEE LANDSCAPE PLANS FOR SPECIFIC FIRE LANE PAVER MATERIALS AND SPECIFICATIONS. REFER TO GEOTECHNICAL ENGINEERING STUDY PREPARED BY GESSNER ENGINEERING FOR PAVEMENT SECTION DETAILS HMAC SURFACE COURSE � o 0 = � N � CD 2" ASPHALTIC CONCRETE Y Y o >- 00 8" LIMESTONE BASE (TXDOT ITEM 247, TYPE cn `� m m o Y m A, GRADE 1) � a O z 6" LIME TREATED SUBGRADE EXTENDING 12" N BEYOND BACK OF CURB. COMPACT TO 95% p STANDARD PROCTOR DENSITY (ASTM D-698) • 0 ai .� 1 0 U) p p 11=-1 i I-III--III--I i t-{ I I SHEET TYPICAL ASPHALT PAVEMENT SECTIONS C-6 SCALE: NONE W O XX 0� O@pp =,WZASS 1pW< s < 4 M 399 M W= W Q W �m as lia It W0 11 ♦o 0 1s i i SHEET: / LPjL OF -. �`' .-'' acs• oc LL. • o "' a 0: W CL a w a Q w o o C A H a � w E-+ Q Q o w � � w a w o w � � 0 A 0 w a SCALE: 1 "=50' DRAWN BY: JAY CHECKED BY: JAY/AGC APP. BY: AGC PROJECT NO. DATE: 7.13.2007 i i SHEET: / LPjL OF -. W fQJ R LLJ-oma; -y 0 • 0 JOB L $NMI zi • '1.13.0'1 O a Q Q V < w olz a LU 0 —� co 00 OW s S�:z' •1J� LLJ-oma; -y 0 • L • '1.13.0'1 a w a A H � W w O O_ OE --4a A w � H QO A W w a a E' a w o w � O E--4 A 0 1-4 03 w a SCALE: 1 "=50' DRAWN BY: JAY CHECKED BY:JAY/AGC APP. BY: AGC PROJECT NO. DATE: 7.13.2007 SHEET: LIP. 2 OF 6 SHEET: LIP. 3 OF 6 0. O . rn W G�0.CL _Q O "1.13.0'1 a P-4 w a Q a N � w w o � o o E--4 a � � � a � A A O W � 0 W -1!4 a E-' w O w � � 0 A 0 W M SCALE: 1 "=50' DRAWN BY: JAY CHECKED BY: JAY/AGC APP. BY: AGC PROJECT NO. DATE: 7.13.2007 SHEET: LIP. 3 OF 6 k 11 -o F., ii C. N7 0 a o , �; W=��© WON �� `" , 1, �`► �• O C V7��Ai NOW OR FORMERLY COLLEGE STATION I.S.D. 22.815 ACRES VOLUME 1105 PAGE 786 k o irey 1. . � t::;� ►.t�� �' �" Kwc a\.�i 1 ..'emacs' , �C_► �I�,�1� � "� � B. '�. �iWill L11-ra REQUIRED 10' LANDSCAPE EASEMENT -.1 \ / // "I v i - \ AecDbC veText CAe t \ ` — — — — — —124.63' — — — — _ AecDbCur (AecCtvitBasv) / / -- ------ ' \ \a /000 / \ / / / 00*1 ' G / 00 / / ' G / / / Illlli��. r / E� E� E� E� E� EE E� E� TREr= LEGEND �LtA am W�.fm • =w. 0.. cmwas" 0 L44 �a►... =WSOO SH -chic O IM& fmcm ..�.,Do" 0 M W= Wm o 1 bmwom WMANN" UMM Lu 0 '" —JM 0o N oce 1,159� ♦ MmOMG mmm 0 O M W sxa cWr TAm mM owncaw Im"a 7 am x a.� A O YI/1al i,iw7b WM H Wn.DC, now lowTM EXISTING TREE KEY: 0 WICKORY ELM MESQUITE POST OAK WATER OAK 0 SUGAR BERRY 0 EXISTING TREE SAVED 0 10 20 50 100 SCALE IN FEET (P=E709 NORTH KEY M,4F' W 0.. a g OA =WSOO SH -chic O IM& M W= Wm QQ ZJ my gW Lu 0 '" —JM 0o oce 1,159� ♦ V Q JW S •.z"•.J� 0.. �6+•A •z_ y W a T� A H w o � a � O Oa A E--4 W -e4H � a � A A O w � i�4 � w -lel a N w o O A 0 W a SCALE: 1 "=50' DRAWN BY: JAY CHECKED BY: JAY/AGC APP. BY: AGC PROJECT NO. DATE: 7.13.2007 SHEET: L PH. 5 OF 6 METAL T -POSTS PAINTED BLACK 6' LONG - 2 PER TREE TO 18" MIN. BELOW BOTTOM OF TREE PIT DO NOT DRIVE STAKES THROUGH BALD TOP OF BALL P ABOVE FINISHED GRADE REMOVE TOP 1/3 OF BURLAP AND ALL WIRE / STRING PREPARED SOIL MIX AND FERTILIZER PER SPECS. Multi -Trunk Plant inc SECTION v g gF7 ggg � g v liar11-Y U v 514OVEL CUT EDGE o MIN. -1" DEPTH BARK MULCH CONTINUOS MULCH BED PREPARED SOIL MIX AND FERTILIZER (SEE SPECS.) GUYING MATERIAL REF. SPECIFICATIONS WEED BARRIER FABRIC (ALTERNATE 21) o —`� SPACINCx A5 PER PLANS Shrub Planting SCALE : NONE NOTE: PRUNE DEAD BRAND DIRECTED BY LAND: 3" BARK MULCH ARCHITECT INSTALL TREE RING OVER SEAM OF EXISTING GRADE AND BACKFILL MIX NATIVE SOIL TWIST BRACE MATERI SEE SPECS. Z SET TOP OF ROOT CI 1" TO 2"A50VE FINISH REMOVE TOP 1/3 OF I AND ALL WIRE/STRIN( SCALE : NONE METAL T -POSTS PAINT( 10' LONG - 2 PER TRES t0 18" Film BELOW 80TI%A- 6n- 11-0-4- 1 .. DO NOT DRIVE STAKES THR r_vI4 BALL /� CanObu Tree Plantin 4" CAL. AND SMALLER 'DAR STRINGER :DAR STRINGER GALVANIZED METAL POST ,ACING NOT TO EXCEED S' O.C.) w2 CEDAR PLANK ILCH LAYER 4LL TREE RING R SEAM OF TING GRADE BACKFILL MIX BACKFILL SCALE : NONE ION GLUE RING SHANK NAILS V BOTTOM OF P X (o"'S TO BE AND SMOOTH. 'OP OF FENCE (o" OR 12" AS iAR1' TO ,ACCOMODATE GRADE =S. :ONCRETE PIER SCALE: NONE GENERAL NOTES: * l00%. COVERAGE OF GROUND COVER, DECORATIVE PAVING, DECORATIVE ROCK, OR A PERENNIAL GRA55 15 REQUIRED IN PARKING LOT I5LAND5, SWALE5 AND DRAINAGE AREAS, THE PARKING LOT SET5,4CK, RIGHT -OP -WAY, AND ADJACENT PROPERTY D I5TURBED DURING CONSTRUCTION * AN IRRIGATION 5Y5TEM THAT WILL SERVICE ALL NEW PLANTING WILL BE INSTALLED 5EFORE A CERTIFICATE OF OCCUPANCY WILL 5E ISSUED. * THE IRRIGATION SYSTEM MUST BE PROTECTED 5Y A DOUBLE CHECK SACK FLOW DEVICE. * 10 FT. MINIMUM LANDSCAPE BUF=F=ER AREA 15 PROVIDED ADJACENT TO R-1 ZONED AREAS. INCLUDED IN THE SUF=F=ER ,REA 15 3" NODI -CANOPY TREE EVERY 15 FT., 35" CANOPY TREE VERS' 25 FT., AND A SIX FT. WOODED FENCE. * ALL AREA INCLUDED IN THE PHASE 2 PORTION OF THE SITE SHALL BE TEMPORARILY Y REVEGETATED WITH 5ERMUDA HYDROMULCH. C I T� OF COLLEGE STATION F LANDSCAPE POINT CALCULATIONS o.. off! 0, W Ix PHASE 1 11z"91 PHASE 2 ad 0 W1 Wo I- '1.13.0'1 44 S441 SYMBOL SIZE NAME 4 TYPE QUANTITY POINTS lose V Q z W QUANTITY POINTS 0 31/2" CALIPER, 11-12'WT., 5-6'SPR., 545 LIVE OAK QUERCUS VIR31'NIANA 149o30OPTS. 44,100 11e300PtS. 21,300 CANOPY TREE A + 3 1/2" CALIPER, I11 -12'14T., 6-i'SPR, B45 CEDAR ELM A ULMUS CRA4%IFOLIA 41,300PTS. 12,300 110300PT5. 5,100 E-4 CANOPY TREE 0 3 1/2" CALIPER, 11-12'HT., 6-118PR., 545 RED OAK QUERCUS TEXANA CANOPY TREE 256030011=TS. 46,800 105030OPTS. 31,500 0 E --i 13 31/2" CALIPER, 20'-30'14T., 545 RIVER BIRCH 5ETU A NIGRA TIME 24*300PTS. 1,200 140300PTS. 4,200 AA ° 31/2" CALIPER, 11-12'Ht, 6-i'SPR, 545 WATER OAK CMERCUS NIGRA CANOPY TREE 58s300PTS. 11,400 1i�300PT5. 5,100 � � W � a E-+ w O w L) + 31/2" CALIPER, 11-12'HT., '1-8'SPR, 545 BALD CYPRESS 5ie300PT5. 1,100 i0g300PT5. 21 jd00 %witow CANOPY TREETICHUM 0� O 3" CALIPER, 12'HT, B45 CALLERY PEAR PYRUS CALLERYANA . CANOPY TREE �j Q x 31/2" CALIPER 11-12'14T, 6-7'SPR., 545 SWEET C -AIM LIMIDAMl3AR SIYRAC:IFLUA 516300PTS. 11,10@ CANOPY TREE 51,30OPTS. 15,300 w CRAPE MYRTLE 0 215" CALIPER�,, MULTI-TFEW "WATERMELON RED" LAGERSTROEMIA INDICA 451*40PTS. 18,28¢) 2831110401PTS. 11,320 DRAWN BY: (MINA CANES)12-14'HT., 4-6'SPR, 545 NON -CANOPY TREE APP. BY: AGC PROJECT NO. 0MULTI-TRUNK 2 )�" CALIPER V-10'HT, TREE YAUP0N-28�40PT5. ILEX VOMITORIA 11,120 324,40PTS. 12,960 1345 NON -CANOPY TREE 3" CALIPER MULTI -TMG 545 VITEX TREE VNON-CANOPYi 124e40PTS. 4,960 480401=TS. 1,920 Y111100,12'Ht., TfiME PHA5E I PHASE 2 POINTS PER PROJECT AREA: POINTS PER PROJECT AREA-. 1,2299,-T8 SQ.FT. OF PHASE 1 AREA 655,579 SQ.FT. OF PHASE 2 AREA 1,229,918 / 1,000 = 1,230 X055,5-9 / 1,000 = (o5(0 130 X 30 = 3ro,900 = 3ro,900 POINTS 656 X 30 = 19,080 = 19,080 POINTS TOTAL POINTS REQUIRED = 3ro,900 TOTAL POINTS REQUIRED = 19,ro80 TOTAL POINTS PROVIDED = 220,360 TOTAL POINTS PROVIDED = 130,600 GENERAL NOTES: * l00%. COVERAGE OF GROUND COVER, DECORATIVE PAVING, DECORATIVE ROCK, OR A PERENNIAL GRA55 15 REQUIRED IN PARKING LOT I5LAND5, SWALE5 AND DRAINAGE AREAS, THE PARKING LOT SET5,4CK, RIGHT -OP -WAY, AND ADJACENT PROPERTY D I5TURBED DURING CONSTRUCTION * AN IRRIGATION 5Y5TEM THAT WILL SERVICE ALL NEW PLANTING WILL BE INSTALLED 5EFORE A CERTIFICATE OF OCCUPANCY WILL 5E ISSUED. * THE IRRIGATION SYSTEM MUST BE PROTECTED 5Y A DOUBLE CHECK SACK FLOW DEVICE. * 10 FT. MINIMUM LANDSCAPE BUF=F=ER AREA 15 PROVIDED ADJACENT TO R-1 ZONED AREAS. INCLUDED IN THE SUF=F=ER ,REA 15 3" NODI -CANOPY TREE EVERY 15 FT., 35" CANOPY TREE VERS' 25 FT., AND A SIX FT. WOODED FENCE. * ALL AREA INCLUDED IN THE PHASE 2 PORTION OF THE SITE SHALL BE TEMPORARILY Y REVEGETATED WITH 5ERMUDA HYDROMULCH. SHEET: Q F X o.. off! 0, W Ix g3< 11z"91 ad 0 W1 Wo I- '1.13.0'1 44 S441 Wo O 0 " lose V Q z W SHEET: /� • .J. CL•v� o.. 0, W Ix '1.13.0'1 W a A a E-4 W O � 0 E --i a g� AA O W � � W � a E-+ w O w L) O Q 0� O w x SCALE: NONE DRAWN BY: JAY CHECKED BY: JAY/AGC APP. BY: AGC PROJECT NO. DATE: 7.13.2007 SHEET: