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LL 0 74. x Z tt W O I , Z Z N o f : 0 Site Area f ointo 41300 5f/1000 x 30 = 1,239 poi nto required a Streetocape f�oint5 527 If. total frontage/ 50 If. x 300 = 3,162 poi nto required TOTAL FO I NT5 REQU I KE D = 3,939 IIO I NTS St reet5ca pe T ree5 ti 177 If. Freeway/ 25 If. = 7 t ree5 requ i red 703 If. Minor Arterials/32 If.= 11 trees required (18)Live Oak 2.111+ cal. - Quercus virginiana (34)Grape Myrtle 15 al. romia in ica Min. 3 trunks, 1.25" cal. each Lagerot Provided and Plant Key Landsca e Points 16 Live Oak 2.1"+ cal. 150 pts each = 2,400 Quercus virginiana 34 Grape Myrtle 15 q3I. 40 rto each = 1,360 Lagerotromia inclica Min. 3 trunks, 1.25 cal. each 0 (12) Compact Nandina 5 gal. 10 t5 each = 120 Nandina compacta 18) °Dwarf Burford Holly 5 gal. 10 pts each =180 -Ilex cornuta Bufordii Nana' (25) Indian Hawthorn 5 gal. - .10 pto each = 250 V lea ph iolepoio (6) Knock Out Rooeo 3 gal. 0 t5 each =0 l�osa ' lead razz' (11) Italian Cypr000 24" box 0 to each =0 Cu reoouo Sem ervireno p p (55) Annual Color 4" fi oto 0 t5 each =0 TOTAL FOINTS FROVIDED 4,310 POINTS 1. p � Fre are all Soil for landscaped areas with 2 parts -black hummu5, I part brick Sand tilled into or mixed with native 5oi15 to a 6-10" depth, and crowned- 6" to center of bed. Top with 2" thick hardwood Shredded mulch. 2.) -All landscaped areas not otherwise noted 5ha11 be hydrooceded with Bermuda gra55 Seed. 3.) All areas will be covered . by, -an automatic Irrigation 5yotem that i5 protected with a Fressure Vacuum breaker. The backflow preventer will be installed and tested per City Ordinance 2394. 4.) Areas disturbed during construction Shall be repaired and overoced ed to return turf coverage. 5.) 100% coverage of groundcover, decorative paving or turf gra55 i5 required in parking i51and5, 5wale5 and drainage. areas, parking lot Setback, rights-of-way and adjacent property disturbed by conotructio.n. 6.) All areas not otherwise ,noted Shall be Solid' Sod with 419 Tiff Bermuda Grass. 7.) Where Shrub beds abut turfgrass, beds with are lined with steel edging (see plan fofr exact location of edging). 7.) Ground cover must be fully eotabliohed prior to a Certificate of Occupancy being issued on the project. 9 LO 19 2.5.3____ ° 255 SITE PLAN SCALE: Q 16' 32' 48' SPREAD PLANT SO THAT TOP OF ROOT BALL IS EVEN WITH THE FINISHED GRADE PAINT ALL CUTS OVER I" DIA. 2 STRAND TRISTED 12 GUAGE _ GAL. WIRE ENCASED IN 1" DIA. RUBBER HOSE a HARDWOOD STAKES 1-3 STAKES 2" X 2" O DRIVEN (MIN. 18') FIRMLY INTO SUBGRADE PRIOR FORM TO BACKFILLING SAUCER STAKE ABOVE FIRST BRANCHES OR AS NECESSARY FOR FIRM MULCH z SUPPORT _ TM �:i I I—I ,—III" SPECIFIED PLANTING MIX —I WATER & TAMP TO _EEI 1. REMOVE AIR POCKETS I, T III III -Iii -I NOTE:"'I IIIII�I�TIIII� III STAKING AS REQUIRED 2 X BALL DIA. TREE PLANTING — VERTICAL STAKES SCALE: NOT TO SCALE NOTE: STAKE TO FIRST BRANCHES AS NECESSARY FOR FRM SUPPORT WIRE SHALL NOT TOUCH OR RUB ADJACENT TRUNKS OR BRANCHES 3" MULCH FORM SAUCER WITH 3" CONTINUOUS RIM ___ '' Iilllllll :III—III—I I .'•:.., SPECIFIED PLANTING MIX WATER & TAMP TO REMO\E AIR POCKETS II—III- i" 2" X 2" HARDWOOD STAKES G DRIVEN FIRMLY A MINIMUM OF 18" INTO THE SUBGRADE PRIOR TO BACKFILLING 2 STRAND 12 GAUGE GALV. WIRE TWISTED AND ENCASED IN RUBBER HOSE 6 — 9" FROM TOP OF STAKE 2 WIRE SUPPORTS SHALL BE USED ON MAIN STRUCTURAL BRANCHES 2 X BALL DIA. MULTI—TRUNK TREE STAKING SCALE: NOT TO SCALE 254 nb1C_) < / I /.. O / o fn F F F TOP OF MULCH 15 1" DELOW TOP OF STEEL EDGING. STEEL EDGING 2" A13OVE FINISHED GRADE_-Zor2" LAYER SHREDDED HARDWOOD DARK MULCH GRASS OR OTHER MATERIAL (SEE PLAN). \-ROTOTI LL EX15TI NG 501 L TO A 6-10" DEPTH. ADD 2 PARTS 13LACK HUMMU5, 1 PART SAND. LIGHTLY TILL INTO 501L. CROWN TO CENTER. SHRUB PLANTING DETAIL. SCALE: 1/2"=1'—O" DRAWN WAK/Slug CHECKED DATE December 2005 SCALL JOB NO. SHEET i OF 4 co * 60 z OE 9 Ij SIGNAGE R=21 6.67'P y / "FIRE LANE, DESIGNATED D= 1 3°3 1'20" ' PARKING ONLY* L= 51.14' R=349.58 T=25.69 D=13'41 '06' SIGN (12*X18j 1__C=51.02' 1/75 L_ L=83.50" 125'_0„ (_;B=N 81*10'17" E PROJECT —4 TioN/ I= -0 INCH IRON a'; LC=83.30' IN( _J EMERALD PLAZA -.11 IRON ROD FOUND CM 81 15'09" E CB=N ROL) SLI 60' R.O.W. m <: U (LOCAL) 2: STORM DRAIN 5/8 INCH IRON 0 IV ROD SET 0 MI P PERTY CORNER FALLS FM IN RANSFORMER■ 2�_ ------- K__OLF—C-,U P INLET F=== --j P, 3_7..' 8 RED R LANE STRIPING BM -1 WHITE LETTERS &Ew J 5' SET ACK L (C 0 KING*, *TOW AWAY ZONE* TYP. INDICATED CURBS J 25' ETBAC LINE DR ' Z 10' TEIEPH NE E3H3 • EASEMENT, 11 0 cf' (FACE) 22 '16/181✓ (FAGSn cl 4' 4" WHITE,- TYP Ln FL ODWAY OF ZONE "AE" (2000 FEMA) C\j 11j I , I Ql)- r . HANDICAP SIGN WITH J Lj ACCESSIBLE PLAQUE, FLOOD NES' 0 FEMA) =n O FLOODWAY ENCROACHMLNT AREA, 0.43 ACRES- Z-1 OT 1 LD (2004 STUDY) 00 SCORE & DYE HANDI ....... ... TYP. op BHI EoP , S 4.. BIK�I�PARKING 1�3 LOT 2 � EXIST. DU M BLOCK I ii fi "� �z�—• .t_ 1,_ , i— II I YQN /e4 O��\\��/ ,�' I��,:,�b �A„; I v Jjj i( �j j /P TO BE UTI o 41 J,] rZED rq Ohl I STORY E3H4 BdIIC MC: 1 41 SQ WH HANDI 15' IIU 1jj 1_-l. * " UTILIT` EASEM DENT FFIC BUILDING SYMBOL BLUE U, 37 Lpj .16 F 11 il, Uj -U-) it C:11"i,!13 1 .1 � p =--, it _jj BACKGRO ND, TYP. INLET IIJF4157:00' 0 r, YR -1 26' T 16 Ll LIJ BH2,' U) It k_ /CONCRETE L f1i ZONE S A,,ID 70NIf D 00 MA f .-CLEANOUT PAVING :__D FL- -25.3.62 - 41 CU ------------------------ X\\- FOR 2 C SEE MEP LINE (DR) ��� F p 8 INCH IRON I <T I ONTINUATI APPROXIMATE LOCATION OF D SET 500 YEAR F[r)r)n I INIE �-)QQQ LINE (C CLEANOUT 11E INTO EXIST. MH ro 1 ro FL 252.31 R FL:5323_�. P-224- .k% - A z- ��J) WATERSPOAi )HAP 6* ,LWER 1:1,58.00 SANITARY LINE mip F I L: 2 2.21 0 VALVE .. . A - I I Iv!, I _L: iRAW�IORMEH E—TV 1 8'Xr'BWS L — PO& _SNADDLE 60 S RIIl 1 2* CORI N STOP - 1 2: TTE--K COPPER (APPROX. Lock-ftda' on E LANEI DESIGNATED SEE MEP) / 1 2 SERVICE Wll P KING-ONL--_____;_ 10' P IBLIC UTILITY EASEIvII SIGNAGE' TELEPHO. CATV 0.. C" 1 1/2' DOMESTIC MM")i BY:; - _7�- BO ULT 1 1/2- BALL VALVE To ------ URB OF FO 1, 1/2* IRRIGATION METER BOX BY C" p, HERALD Ul PLAZA _H R.Ol SEE IRRIGATION PLANS FOR CONTINUATION WID7 EX. 8* WATER LINE UNKNOWN CT"I WATER METER D-DEIP-TH /1121�IkOME Lr COLLE66R) 6CURB ------ ASTM D-3034 SDR -26 SEWER PROPOSED HYDRANT: SERVICE LINE, 1 % MIN SLOPE 1 N 8 X 6* TAPPING SLEEVE AND VALVE ------- 1 N FIRE HYDRANT ASSEMBLY CA ----------- 2/ BAR CONTINUOU5, >//> / - ' -1 OT 5"I<\1 EXCEPT THRU% Illl b" INE, EXPANSION JOINT5 /XX #4 BARS a 15" OCE 5UE36RAVE IN REINFORCED CONCRETE NOTE5: I. EXPAN51ON JOINT5: 60' MAX SPAGINC5 AND AT ALL RADIU5 POINTS, PT -5, AND PG -5 .2. CONTRACTION JOINTS: 10' MAX 5PAGINC7. 3. THESE ARE GIT'r MINIMUMS. SEE (5EOTEGHNIGAL REPORT FOR PROJECT REGOMMENDATION5. GONGRETE PAVEMENT SEGTION � THE SEAL APPEARING Q ,F OF Tc - ON THIS DOCUMENT WAS AUTHORIZED BY ............ STEVE E. DUNCAN, i0 STEVE E. P.E. 83252 ........................... �O 832 2 .* �0 ON 00 JANUARY 17, 2006 4 ��06 Cj Goy VICI ITY MAI NOT TO\SGALE cW 0 20' HATER DEMAND Benchmarks - 0 GPM MAXIMUM 55 CPM AVERA6E 5 6PM Elevation Descriation _BM 1 251.83 Northeast rim Storm inlet manhole � THE SEAL APPEARING Q ,F OF Tc - ON THIS DOCUMENT WAS AUTHORIZED BY ............ STEVE E. DUNCAN, i0 STEVE E. P.E. 83252 ........................... �O 832 2 .* �0 ON 00 JANUARY 17, 2006 4 ��06 Cj Goy VICI ITY MAI NOT TO\SGALE cW 0 20' HATER DEMAND MINIMUM 0 GPM MAXIMUM 55 CPM AVERA6E 5 6PM SEWER DEMAND MAXIMUM 12,000 GPD PARKING ANALYSIS (7.2.H): REQUIRED: 3,710 SF MEDICAL/DENTAL <20,000 SF @ 200 SPACES / SF ............... 19 PROPOSED: PROPOSED SPACES ................ 24 (0-25 SPACES = 1 HANDICAP) NOTES: I. CITY OF COLLEGE STATION, MORGAN RECTOR LEAGUE, A-50 BRAZO5 COUNTY, TEXA5. 2. EMERALD PARK PLAZA, LOT 1, BLOCK 1, 0.947 ACRES. 3. BOUNDARY AND TOPOGRAPHICAL SURVEYING PERFORMED BY KERR SURVEYIN6. 4. BUILDING 5ETBAGK LINES PER CITY OF COLLEGE STATION UPO (65) AND DEEP RE5TRIGTION5 2622/75 (DR) 5. ZONED A -P FOR ADMIN15TRATIVE-PROFE55I0NAL. 6. ALL PROPO5ED!5ICvN5 WILL BE REVIEWED AND PERMITTED SEPARATELY. 7. FLOOD HAZARD SITATEMENT. AGGORDIN6 TO THE FLOOD IN5URANGE RATE MAP COMPILED BY THE FEDERAL EMER(5ENGY MANAGEMENT AGENCY FOR THE NATIONAL FLOOD INSURANCE PROGRAM, COMMUNITY PANEL NO. 4b04IG0I63 0, DATED FEBRUARY cl, 2000, IT APPEAR5 THAT A PORTION OF TH15 PROPERTY FALLS WITHIN THE 100 YEAR FLOOD HAZARD BOUNDARY. 5. THE 2004 STUDY REFEENGED 15 EMERALD PARK PLAZA, LOMR FOR BEE GREEK � BEE GREEK TRIBUTARY A IN YIGINITY OF STATE HIGHWAY 6 BYPA55, COLL6E 5TATION, TEXA5 DATED FEBRUARY 16, 2004 BY EAST TEXAS, EN61NEER5, ING., IT 5HOY45 THE 100 YEAR FLOODNAY NATER 5URFAGE ELEVATION WITH OUT FLOODNAY.AT 254.2' AND WITH FLOODNAY AT 254.9l. THE MINIMUM FINISHED FLOOR ELEVATION 15 THEREFORE 256.2'. cf. SEE ZONING BOARD OF ADJU5TMENT5 MINUTED DATED JULY 6, 2004, CITY OF GOLLEC51E 5TATION, TEXA5, FOR ADDITIONAL INFORMATION GONGERNIN6 FLOOD PLAIN 15SUE5 FOR THIS TRACT. 10. ALL ROOF AND GROUND MOUNTED MECHANICAL EQUIPMENT SHALL BE 5GREENED FROM VIEW OR 150LATED 50 A5 NOT TO BE _(q , (j) VISIBLE FROM ANY PUBLIC, RIGHT OF NAY OR RESIDENTIAL 015TRIGT WITHIN 150' OF THE 5UBJEGT LOT MEA5UREP FROM A POINT FIVE FEET ABOVE GRADE. SGREENIN6 5HALL BE SS MH COORDINATED WITH THE BUILDIN6 ARCHITECTURE AND 5GALE TO MAINTAIN A UNIFIED APPEARANCE. 11. AN IRRIGATION -PLAN WILL BE APPROVED PRIOR To G.O. IT WILL INCLUDE A PRE55URE VACUUM BREAKER, RFZ, OR DOUBLE CHECK BAGKFLOYq PREVENTER IN517ALLEP AND TE!5TEI? PER CITY ORDINANCE 2394. 12. ALL WORK SHALL COMPLY WITH CITY OF GOLLE(5E STATION 5TANDARD5. 13. DIMEN51ON5 ARE TO THE BACK OF CURB UNLESS NOTED. 14. SMALL CURVE RADIU5 ARE 5'UNLE55 NOTED. 15. NO DETENTION 15 PROP05ED 5INGE THE PROPERTY 15 IN THE FLOOD PLAIN. I(b. PI(5 TE55 NA5 CONTACTED ON OCTOBER 3, 2005 AND ALL UTILITIE5 THAT WERE LOCATED WERE 5URVEYED (TICKET NO. 052163663). 11. OWNER: DR. TROY ELMS, 2714 05LER BLVD, BRYAN, TX 711502, 979-776-7900. Pledger Kalkonley, Inc. Consulting Engineers 7020 Coyote Run - Bryan, Texas 77808 979-731-8000 - 9'79-731-1500 (Fax) www.pkeng-,.,*�iieering.com Brenham - Bryan - Rosenberg CAD: Job No: Drawing No: REMOVE SEDIMENT AND M FROM EXIST. INLET GRATE PROVIDE PEA GRAVEL BAGS AT//INLET FOR EROSION CONTROL, TYP. 0 20' 252 15 2 EX 2 5 1777-1- Z -7- r Cal d 11 255 5 .254 1 10 715 255 20 255jOO 25525 5 254 .80 254.50 J00 Cq Pq 255-15 1Z NO 5 NOTES: U) 25525 51 CURB TAD TAPER--, 1. ALL ELEVATIONS AR17 TOP -OF -CURB (TC) OR TOP -OF -SIDEWALK (TS), UNLESS OTHERWISE 255 10, ------- -OF-PAVEMENT, FL FLOW LINE, TG TOP OF GRATE, TW TOP OF WALL. FLUODW/11 �1) I /ONE "AE" (2000 FEMA) A NOTED. TP TOP Lj 0 L,:,' 255 2-%.10 m C) 255AO OD E (2000 FEMA) tv 256b2 2. THE CONTRACTOR SHALL COMPLETE ALL EXCAVATION ACTIVITIES TO THE LINES AND GRADES LO AY -25ro Ln ENC CH T .4 SHOWN BY THIS PLAN. UNIFORM SMOOTH GRADING OF ALL AREA SHALL BE ACCOMPLISHED. oi AREA, 0. A (2004 S DY) 256.40 256bb Q) THE FINISHED SURFACE SHALL BE REASONABLY SMOOTH AND FREE FROM IRREGULAR SURFACE CHANGES. 256 62 4zi (0 -"'25-1.0025660 255-50 0 3. THE TOTAL AREA OF THE SITE SHALL HAVE EXISTING VEGETATION AND TOPSOIL REMOVED AND 25-1.0 1 0�1111TAPER STORED ON-SITE FOR LATER USE IN PROVIDING FINAL COVER. V 4. UPON COMPLETION OF FINAL GRADE, THE.- CONTRACTOR SHALL PROVIDE SEEDING AND ONE STORY EDICAL/FERTILIZER FOR ALL DISTURBED AREAS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL 9 DENTAL OFFlC BUILDING' 21 EROSION AND REPLjkNTING UNTIL A COVERED STAND IS OBTAINED. 0/3710. F' �' ' FF -./-257-00' 256.40 I 5. SEE THE GEOTECHNICAL REPORT FOR ENGINEERING RECOMMENDATIONS FOR DRAINAGE, EARTHWORK, ETC. I IITAPER URB 11 TYPO 6. ALL HANDICAP PARKING AREAS SHALL HAVE A 2% (1:50) MAX SLOPE IN ALL DIRECTIONS. 2�%.10 256 256.45 . 10 50 256-5 ACCESSIBLE ROUTES SHALL HAVE A 5% (1:20) MAXIMUM RUNNING SLOPE AND A 2% (1:50) l , ' ! MAXIMUM CROSS SLOPE. CURB RAMPS SHALL HAVE 8.3% (1:12) MAXIMUM RUNNING SLOPE 256 256.45 .10 AND A 2% (1:50) MAXIMUM CROSS SLOPE AND BE SCORED AND DYED. RAMPS SHALL HAVE LEVEL (2% MAX) UiNDINGS AT THE TOP AND THE BOTTOM OF THE RAMP A MINIMUM OF 60- IN X 256 A %Z Ff 0 7.0N["' 0SHAD (�,,.�,00 FEMA) \ 1 25ro 256.00 Tprrc I LENGTH AND, AS WIDE AS THE WIDTH OF THE RAMP. -OP 4- .00 Tp/-rcl A5 TF .50 2-%.45 - -------- 7. THE OWNER IS RESPONSIBLE FOR TEXAS ACCESSIBILITY STANDARDS SUBMITTALS. 2% TOO A"% p 256.50 APPROXIMATE LOCATION OF 8. THE CONTRACTOR SHALL COMPLY WITH THE EPA STORM WATER DISCHARGE PROGRAM AND IS 256 ' 256.50 510 256 500 YEAR FLOOD LINE (2000 FEMA) RESPONSIBLE FOR PREPARATION AND FILING OF ANY REQUIRED FORMS. 174-- 25 7- 9. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN A STABILIZED EXIT FOR ALL CONSTRUCTION TRAFFIC. 10. ALL WORK SHALL COMPLY WITH CITY OF COLLEGE STATION STANDARDS. 225*7 25-1-"'5 .10 TP 2-%.q 255.10 ha TF 257.75 THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY STEVE E. DUNCAN, P.E. 83252 ON JANUARY 17, 2006 Pledger Xalkomey, Inc. Consulting Engineers 7020 Coyote Run - Bryan, Texas 77808 979-731-8000 - 979-731-1500 (Fax). www.pkengineering.com Brenham - Bryan - Rosenberg Elms. Orthodontics 1501 Emerald Parkway College Station Grading Plan CAD: Job No: Drawing No: 5551 5*7105-2q1 1 2 of 2 i q' "F1RE LANE, DESIGNATED D= 13.31 ' 20" � ` `� G PARKING ONLY" L=51.14;cW R=349.58 T=25.69 o ' ' SIGN 12"X18 VICI M D=1`3.41 06 '- LC=51 .02• ,y NOT TO LE a - 75,_0„ L=83.50 125'-0" CB=N 81 10 17 E PROJECT LOCATIO LC=83.30' S/ INCH IRON b' EMERALD P�� °o - 81 15'09„ E 5/8 INCH IRON S3 ROD FOUND CM O.W. of ( C B - N ROD SET �� S 0 0 R. 0 20 40 m I 6 r Q (LOCAL) e7 of STORM DRAIN I I ROD SET IRON J�� I P PERTY CORNER FALLS �2 MANHOLE . 4` . ■ • FM 2818 EME • s Xf IN RANSFORMER�pOF Q-jRE3 - `INLET UP ; 1 \\ RCP =' 05 2"E 98. b, 8" RED LANE STRIPING P o BM -1 " WHITE LESS E" 5' SET ACK L NE (C 2 -- 0 ARKING% "TOW AWAY ZONE" TYP. I _ _ - INDICATED CURBS I IsJ 25' ETBAC LINE DR) i I BH3 ' 10'I TEI�EPH NE EASEMENT I 3 A Q' (FAr ' _ - 226/81 4' &®a'(FA0 2�� L�n� i P Nn TIr � I I Ln FL ODWAY OF ZONE "AE(2000 FEMA) �I� ' w d ti° HANDICAP SIGN WITH V W o I ` �� ACCESSIBLE PLAQUE, FLOOD ( R0 FEMA) ®�� (117-8) FLOODWAY c w% I DENCROACHMENT F O C11 Q • 2/ AREA, 0.43 ACRES w (2004 STUDY) °�°O SCORE do DYE HANDI v °o `'� , TVP. to �'• I I I I 7p BHI GP o 11 ® PQ o LOT 2 .o B KPARKING z cr- EXIBLOCK 1 o LTO BE UTI ZED NOTES: y 3 D Q I I. CITY OF COLLEGE STATION, MORGAN RECTOR LEAGUE, A-50 ` Q Q ON BH400 3 Q� 15' RUBJIC m P ` DENT ILDIN 4 SQ WH HANDI BRAZ05 COUNTY, TEXAS. = W 'T UTILITY ESEM -� cn 3 F w w SYMBOL BLUE 2. EMERALD PARK PLAZA, LOT 1, BLOCK I, O.a47 ACRES. =J I N - BACKGRO ND, TVP. I- - 3. BOUNDARY AND TOPOGRAPHICAL 5URVEYING PERFORMED BY Q INLET I I _ I 26' • v KERR 5EYING. r URV > I j F w4. BUILDING SETBACK. LINES PER CITY OF COLLEGE STATION UDC € - _ ❑ - (65) AND DELd I"D RESTRICTIONS 2622/-15 (DR) ' BH a. � cn . = o _ 5. ZONED A -P FOR ADMINISTRATIVE -PROFESSIONAL. in ONCRETE UT F,�o E SHAD D ( 00 MA) `� PAVING - 6. ALL PROPOSED 516NS WILL BE REVIEYVED AND PERMITTED \ 3.62 i'° _ SEPARATELY. SIGNAGE \ 5 B TiP. 7. FLOOD HAZARD STATEMENT: AGGORDING TO THE FLOOD \ 2 � Q t • � CURB, INSURANCE RATE MAP COMPILED BY THE FEDERAL EMERGENCY 2 I8 -6 , MANAGEMENT AGENGY FOR THE NATIONAL FLOOD INSURANCE SEE MEP FOR P BAC LWE (DR) PROGRAM, COMMUNITY PANEL NO. 4&04IGOIb3 D, DATED APPROXIMATE LOCATION OF FEBRUARY a, 2000, IT APPEARS THAT A PORTION OF THIS D SETH IRON Q 6 J,,• NTINU� ( _ -- 500 YEAR F PROPERTY FALLS WITHIN THE 100 YEAR FLOOD HAZARD TIE INTO EXIST. MH BOUNDARY. SETBACK LINE (C CLEANQUT 6 FL: 252.31 8. THE 2004 STUDY REFEENCED 15 EMERALD PARK PLAZA, LOMB ' GA!�-'I � " • ��� , 'oq�LE_ --- � •_.. --- � `"�```='2 -„- sTATEFOR EE GREEK 4 HIGHWAY 6 BYPCREEK ASS, TRIBUTARY E STA IN sR P } RI " LO _ �� " FEBRUARY I6, 2004 BY EAST TEXAS ENGINEERS, ING. IT SHOWS ABLE �„ WATER G�' �" I -Af2, ' „ Q SANITAR SEWER 6 I R F 00 Y SURFACE ELEVATION WITH OUT `'V THE 00 YEAR L DWA WATER 1" VALVE - a RIM EL 58.00 11TARY UNE FLOODWAY AT 2542' AND WITH FLOODWAY AT 254.q'. THE •.� ____EL EL: 221 --- MINIMUM FIN15HED FLOOR ELEVATION IS THEREFORE 25b.2'. ABLE -TV- f- t" SS q. SEE ZONING BOARD OF ADJUSTMENTS MINUTED DATED JULY 6, 8"ilLDLE 'l 2004, CITY OF COLLEGE STATION, TEXAS, FOR ADDITIONAL 1 N 2" CORPO ON STOP ° - ______ -_ INFORMATION CONCERNING FLOOD PLAIN ISSUES FOR THIS TRACT. - -- _ - AP ROX _ ON - -_ - _ � .... E LANE DESIGNATED - 1 N 2 VP K COPPER ---- 10. 10. ALL ROOF AND GROUND MOUNTED MECHANICAL. -EQUIPMENT SHALL Ns 1 N 2" CE WYE SEE MEP) 10' P IBuc P I G-ONL BE SCREENED FROM VIEW OR 15OL.ATED 50 AS NOT TO BE _ UTILi EASEMENT SIGNAGE G �� � VISIBLE FROM ANY PUBLIC RIGHT OF WAY OR RESIDENTIAL ; CAN TELEPHO `� D15TRIGT WITHIN I50' OF THE SUBJECT LOT MEASURED FROM A 1 ^+ 1 ,7 SHALL BE 1/2" DOMESTIC M X BO ULT - ® ® S: MH GOIORDINATED NT WI THE BFIVE FEET AE30VE UI NG ARGRHI�TEIGTURE ANDSCALE TD' 1 ^' 1 1/2" BALL VALVE 335 r0 GUI OF FMFL - - MAINTAIN A UNIFIED APPEARANCE. ry 1 N 1 1 /2" IRRIGATION METER/BOX (BY CITY gRi,4e � A N D PLAZA SEE IRRIGATION PLANS FOR CONTINUATION WIIDTH R.O.W. 8 WATER UNE UNKNOWN WATER METER I1. I N IRRIGATION PLAN WILL BE APPROVED PRIOR TO BL IT WILL INCLUDE A PfZEiSURE VACUUM BREAKER, RPZ, OR DOUBLE CHECK �\ OR COLLEC'j•OR1 BACKFLOW PREVENTER INSTALLED AND TESTED PER CITY \ / ORDINANCE 2384. 1: R1 6 ASTM D-3034 SDR -26 SEWERPROPOSED HYDRANT: 12. ALL WORK SHALL COMPLY WITH CITY OF GOLLEGE STATION' 3" CURB UNE, 1% MIN SLOPE 2 1 N 8" X 6' TAPPING SLEEVE AND VALVE ' STANDARDS. 3"R 1 ^' FlRE HYDRANT ASSEMBL11 Y 5 REVIEWED D ®R ON CERTIFICATE � #4 BAR GONTINUOU5, b" FIRE LANE, > 8\ EXCEPT THRU 5n OTHER EXPANSION JOINTS \ �- REQUIRED #4 BARS 18" OGEW 1NATER DEMAND MINIMUM O GPM MAXIMUM 55 CPM AVERAGE 5 CvPM 5EWER DEMAND MAXIMUM _ _ _1 12,00( C4� �����(� I . DI E16ION5 ARE TO THE BACK OF CURB UNLESS NOTED. 4� I . M CURVE RADIUS ARE 5' UNLESS NOTED. JAN 2 7 2006 I TENTION IS PROPOSED SINGE THE PROPERTY 15 IN THE COLLEGE STATION L D PLAIN. DEVELOPMENT S DIG TE55 WAS CONTACTED ON OCTOBER 3, 2005 AND ALL UTILITIES THAT WERE LOCATED WERE SURVEYED (TICKET NO. r 13 4-T 052763663). 5UBGRADE REINFORCED 0+4 17. OWNER: DR. TROY ELMS, 2714 05LER BLVD, BRYAN, TX 77802, CONCRETE ' ❑ a7q-776-7800. NOTE5: I. EXPAN51ON JOINTS: 60' MAX 5PAGING AND AT ALL RAD I Us POI NTS, PT's, AND PG's Benchmarks BM Elevation Description I 251.83 Northeast rim storm inlet manhole Nt�`i RF�UtRt=D THE SEAL APPEARING r T£k�St,l� ON THIS DOCUMENT * : •••. i, 1 Pled ger Kalkomey, Inc. WAS AUTHORIZED BY ow*: ; yt 2. GONTRAGTION JOINTS: IO MAX 5PAGIN6. STEVE E. DUNCAN, j "'.STEVE E. DUNCAN • -: Consulting Engineers P.E. 83252 �...................... .....i 3. THESE ARE CITY MINIMUMS. SEE GEOTEGHNIGAL REPORT FOR PROJECT RECOMMENDATIONS. ON �j, ,off,• »252 •. •�,� % 7020 Coyote Run • Bryan, Texas 77808 JANUARY 17, 2006 it •�� `� 979-731-8000 • �)79-731-1500 (Fax) j 6 www.p ken E ineering .com p Job No: Drawing No: Design CAD: _ GONGRETE PAVEMENT SEDT) ON 1 �� Brenham • Bryan • �tosenberg f 2 lam- a-o� I �ij Site Area f ointo 41300 of/1000 .x 30 = 1,239 poi nto requ i red Streetocape Fointo 527 If. total frontage/ 50 If. x 300 = 3,162 poi nto req,u i red TOTAL POINTS REQUIRED = 3,939 POINTS Streetoca pe T ree5 177 If. Freeway/ 25 If. = 7 t ree5 requ i red 703 If. Minor Arterials/32 If.=. 11 trees required (18)Live Oak 2.1"+ cal. t Quercus virginiana D• (34)Grape M rtle 15 eal. • Lagerotromia in ica , Min. 3 trunko, 1.25" cal, each IACe yLandscape Points Provided and Plant (16)Live Oak 2.1"+ cal. 150 pts each = 2,400 Quercus virginiana (34)Grape Myrtle 15 al. 40 rto each = 1,360 • Do ° Lagerotromia indica Min. 3 trunks, 1.25 cal. each (12) Compact Nandina 5 gal. 10 pts each = 120 Nandina compacta 18) Dwarf u r~ry rd Holly 5 g a I. �- 10 t� each -.-=180 Ilex cornuta 'bufordii Nana' (25) Indian Hawthorn 5 gal. 10 pts each = 250 Raphiolepoio (6) Knock Out 12ooeo 3 gal. 0 pts each =0 lzo5a ' Racirazz' (11) Italian Cypreoo 24" box _ 0 to each =0 Cupreoouo 5empervireno (55) Annual Color 4" roto_ 0 to each =0 TOTAL POINTS PROVIDED 41310 POINTS 1.) prepare all Soil for landscaped areas with 2 parts black hummuo, I part brick Sand tilled into or mixed with native ooilo to a 6-10" depth, and crowned 6" to center of bed. Top with 2" thick hardwood. Shredded mulch. 2.) All landscaped areas not otherwise noted Shall be hydrooceded with 13ermuda graoo Seed. PLANT SO THAT TOP OF ROOT BALL IS EVEN WITH THE 3.) All areas will be covered by an automatic irritation 5yrotem FINISHED GRADE PAINT ALL CUTS OVER I" DIA. that io protected with a Freooure Vacuum breaker. The backflow preventer will be installed and tested per City 2 STRAND TRISTED 12 GUAGE GAL. WIRE ENCASED IN 1" DIA. Ordinance 2394. RUBBER HOSE HARDWOOD STAKES 4) Areas disturbed during conotruction Shall be repaired and 1-3 STAKES 2" X 2" DRIVEN (MIN. 18") FIRMLY ove,roceded to return turf coverage. INTO SUBGRADE PRIOR FORM - TO BACKFILLING SAUCER 5.) 100% coverage of groundcover, decorative paying or turf STAKE ABOVE FIRST BRANCHES OR AS NECESSARY FOR FIRM graoo io required in parking iolando, owaloo and drainage SUPPORT areas, parking lot Setback, rig hto-of-way and adjacent :I property disturbed by construction. WATERTED PLANTING & TAMP TO Mix = REMOVE AIR POCKETS 6.) All areas not otherwise noted Shall be Solid ood with 419 NOTE• n*Kfoo Aos iiil •.o...aemmnOs®.oases 190*gee :�•�� CAME , SPREAD MULCH a �i Y z K Tiff Bermuda Graoo. STAKING AS REQUIRED 2 X BALL DIA. 7.) Where Shrub- beds abut turfgraoo, beds with are lined with steel edging (see plan for exact location of edging). TREE PLANTING — VERTICAL STAKES 7.) Ground cover must be fully eotabliohed prior to a Certificate SCALE: NOT TO SCALE of Occupancy being iooued on the project. NOTE: STAKE TO FIRST BRANCHES AS NECESSARY FOR FIRM SUPPORT WIRE SHALL NOT TOUCH OR RUB ADJACENT TRUNKS OR BRANCHES 3" MULCH FORM SAUCER WITH 3" CONTINUOUS RIM 2" X 2" HARDWOOD STAKES DRIVEN FIRMLY A MINIMUM OF 18" INTO THE SUBGRADE PRIOR TO BACKFILLING 2 STRAND 12 GAUGE GALV. WIRE TWISTED AND ENCASED IN RUBBER HOSE 6 - 9" FROM TOP OF STAKE 2 WIRE SUPPORTS SHALL BE USED ON MAIN STRUCTURAL BRANCHES SPECIFIED PLANTING MIX WATER & TAMP TO— REMOVE AIR POCKETS 2 X BALL DIA. MULTI—TRUNK TREE STAKING SCALE: NOT TO SCALE TOP OF MULCH IS 1" BELOW TOP OF STEEL EDGING. STEEL EDGING 2" ABOVE2" LAYER SHREDDED HARDWOOD BARK MULCH FINISHED GRADE— r— GRASS OR OTHER MATERIAL (SEE PLAN). ROTOTI LL EX15TI NG 501L TO A 6-10" DEPTH. ADD 2 PARTS BLACK HUMMU5,1 PART SAND. LIGHTLY TILL INTO SOIL. CROWN TO CENTER. SHFJB PLANTING DETAIL SCALE: 1/2"=l'—O" r, P bs a� B � o o .n o� �z 00 �a W � I SPREAD MULCH a �i Y z K Tiff Bermuda Graoo. STAKING AS REQUIRED 2 X BALL DIA. 7.) Where Shrub- beds abut turfgraoo, beds with are lined with steel edging (see plan for exact location of edging). TREE PLANTING — VERTICAL STAKES 7.) Ground cover must be fully eotabliohed prior to a Certificate SCALE: NOT TO SCALE of Occupancy being iooued on the project. NOTE: STAKE TO FIRST BRANCHES AS NECESSARY FOR FIRM SUPPORT WIRE SHALL NOT TOUCH OR RUB ADJACENT TRUNKS OR BRANCHES 3" MULCH FORM SAUCER WITH 3" CONTINUOUS RIM 2" X 2" HARDWOOD STAKES DRIVEN FIRMLY A MINIMUM OF 18" INTO THE SUBGRADE PRIOR TO BACKFILLING 2 STRAND 12 GAUGE GALV. WIRE TWISTED AND ENCASED IN RUBBER HOSE 6 - 9" FROM TOP OF STAKE 2 WIRE SUPPORTS SHALL BE USED ON MAIN STRUCTURAL BRANCHES SPECIFIED PLANTING MIX WATER & TAMP TO— REMOVE AIR POCKETS 2 X BALL DIA. MULTI—TRUNK TREE STAKING SCALE: NOT TO SCALE TOP OF MULCH IS 1" BELOW TOP OF STEEL EDGING. STEEL EDGING 2" ABOVE2" LAYER SHREDDED HARDWOOD BARK MULCH FINISHED GRADE— r— GRASS OR OTHER MATERIAL (SEE PLAN). ROTOTI LL EX15TI NG 501L TO A 6-10" DEPTH. ADD 2 PARTS BLACK HUMMU5,1 PART SAND. LIGHTLY TILL INTO SOIL. CROWN TO CENTER. SHFJB PLANTING DETAIL SCALE: 1/2"=l'—O" r, P bs S A •� o E E o� �W ov v � C U _ o o G o I' 'P .5 o O u � ;eo �o a � E� 0 °0 v� -0 Q. a a 0 DRAWN�� WAK/SRg CHECKED DATE December 2005 SCALE JOB NO. SHEET OF ` R=349.58' D=13'41'06" f= E 83.50' LD PROVIDE PEA GRAVEL. BAGS T=41.95' AT INLET FOR EROSION EMERALD PLAZA LC -83-30' CONTROL., TYP. 60' R.O.W. C B = N 81 ° 1 5' 09" E Q �STORM DRAIN 5/8 INCH IRON MANHOLE ROD SET t` P F�ERTY CORNER FALLS Z FLOODWAY PER 2004 -STUDY NQ F'ANSFORMER Z� NO GRADING ALLOWED L' -- - ___=- INLET / _ I LD ° up ' . N8800).0 '42 E U{p/9 8. up t— — .l I . I T T-25.69' LC=51 .02' CB=N 81°10'17" E 5/8 INCH IRON `S3 ROD SET ` 254— ' 25 5/8 INCE ROD Fou VICI M PROJECT _ NOT TO LE • F /Y/ ,V i ■ 254 ryh 8jRED FIRE LANE STRIPING WITH • i - REPEATING 4 WHITE LETTERS "FIRE LANE n - -� I "NO PARKING", "TOW AWAY ZONE" TYP. �_SET BAC LINE R) _� I BHS ON INDICATED CURBS 10 TELEPH . NE-- - - i , N - -- _ , --- - --= = GUi-.B -0—ETA L - -- r 9 (FAG I EASEMENT R24 E) _ 2276/281 r O 6 ® 51 a' (FAGE) I/ I LO "FI,RE—SINE, DESIGNATED i N SO 54 1 254 SIGN12"X18 P c j / F ODWAY OF ZONE "AE" (2000 FEMA) OT I FLOOD (' 0 FEMA) FLOODWA Ln ' Ac ENCR.OACHM T (1j �� f AREA, 0.43 AC ES— 6'" 00 . OT o Z5 (200.4 STUDl) B O O C d NATER MINIMUM Elevation MAXIMUM 1 AVEfi�GE Northeast rim storm inlet manhole SEWER MAXIMUM 7EMAND O GPM 55 GPM 5 GPM DEMAND 12,000 GPD PARKING ANALYSIS (7.2.H): REQUIRED: 3,710 SF MEDICAL/DENTAL <20,000 SF @ 200 SPACES / SF ............... 19 PROPOSED: PROPOSED SPACES ................ 24 (0-25 SPACES = 1 HANDICAP) o 5 �� v NOTES: . � `' _ � O� I to • I. GIN OF COLLEGE STATION MORGAN RECTOR LEAGUE A-50 / , � � BRAZoS COUNTY, TEXAS. W HI c R3 r0 ���� �,� �, ��- O <' ' r" O Ch i �, r �' _ �OT 2. EMERALD PARK PLAZA, LOT I, BLOGK I, O.a4-1 ACRES.ti Lam- � p I � � f L OQ o -, .� c \-� II 1 B �O C I �- BOUNDARY AND TOPOGRAPHIGAL SURVEYING PERFORMED BY I c �. , ) '( _ ' HANDICAP SIGN WITH O w O _\ / \� EXIST. DUM KERR SURVEYING. I o� _ / _i I _ AN' ACCESSIBLE PLAQUE, TO BE UTIUJZD! ''s�' 4. BUILDING 5ETBAGK LINES PER CITY OF COLLEGE STATION UDO SIGNAGE U / R7-8) O (GS) AND DEED RE5TRIGTIONS 2622/-15 (DR) 00 n 1_ Q 3: PQ 5. ZONED A -P FOR ADMINISTRATIVE-PROFE5510NAL.',;' 15 PUBLIC I m ? c §SjORY I D CE U LDING . UTILITY EASEM'' 1 '- -F SCORE &DYE U 6. ALL PROPOSED 51GN5 WILL BE REVIEWED AND PERMITTEDcf)' \i HANDICAP SEPARATELY. �/ I � ® - 7.00' RAMP, TYP. z I N o O - I I I � 7. FLOOD HAZARD STATEMENT: AGCORDING TO THE FLOOD INSURANCE RATE MAP COMPILED BY THE FEDERAL EMERGENCY INLET I c ) _ 7 ~' 26 L, MANAGEMENT AGENGY FOR THE NATIONAL FLOOD INSURANCE I i r -, --- - _ r -' 6 n �L 6 t_3, I� I �l ,iPROGRAM, COMMUNITY PANEL NO. 4804100163 D, DATED r FEBRUARY q, 2000, IT APPEARS THAT A PORTION OF TH15 1 I1 i ! h a i.i.l - r' - - ^ 6 Q - PROPERTY FALLS WITHIN THE 100 YEAR FLOOD HAZARD Iw w BOUNDARY. I Bl -i2 _ D' o 8. THE 2004 STUDY REFEENGED 15 EMERALD PARK PLAZA, LOMR ® _ _ FOR BEE GREEK 8 BEE GREEK TRIBUTARY A IN VIGINITY OF D E SHAD D (2000 MA) `� `O STATE HIGHWAY 6 BYPASS, COLLGE STATION, TEXAS DATED v it FEBRUARY 16, 2004 BY EAST TEXAS ENGINEERS, INC. IT 5HOW5 THE 100 YEAR FLOODWAY WATER SURFACE ELEVATION WITH OUT ;� FLOODWAY AT 254.2' AND WITH FLOODWAY AT 254.x'. THE �� (p MINIMUM FINISHED FLOOR ELEVATION 15 THEREFORE 256.21. _ EE MEP FOR -`�/ Q q. SEE ZONING BOARD OF ADJUSTMENTS MINUTED DATED JULY 6, ,� COI�(TINUATIO s 18'-6 I 2004 CITY OF GOLLEGE STATION TEXAS FOR ADDITIONAL INFORMATION GONGERNING FLOOD PLAIN ISSUES FOR THIS TRACT. �� I E . _. ����: - � T - SQ WHITE HANDICAP �I I��. _ _ _ .. �. _ ____L - — - - .��— �=_ --- �,�I - / - ®rpoa� eza: �� � 1!c � : - - _ _ _ _ 10._ ALL_ ROOF_ /SND GROUND. MOUNTED _MEGHANLGAL,: EGiUIPMENT _SHALL %J"' -.- -- — _ -. �AI..1♦ ��, f L ✓ - ���JI RiW Inc 4 1 - _C/" Ci ti'iCr�'.,.t 8 INCH IRON iA , (E LC CATION OF - -== -= = BE~ 2r�.t.L,.-t r i s yr : 0>c`tSGi rr3i `°tt5; t `T� Fc' '` . \- SERVICE yL�f° s I CKG' D,L� ; FL00 LINE (2000 FEMA) VISIBLE FROM ANY PUBLIC RIGHT OF WAY OR RESIDENTIAL D SET j `dn 16 I DISTRICT WITHIN 150' OF THE SUBJECT LOT MEASURED FROM A do -- �d / C _! POINT FIVE FEET ABOVE GRADE. 5GREENINCG SHALL BE d - S 26 L_ _ COORDINATED AUNIFIED 1TTHE BUIRANGE ARCHITECTURE AND 5GALE TO GAS /, O - .-.. ■ RISER °°;w�V 25 "FIRE E� DE IG IL AN IRRIGATIOWPLAN W1LL BE APPROVED PRIOR TO G.O. IT WILL .. ° W _ _ `"'►�... �. \ INCLUDE A PRESSURE VACUUM BREAKER OR RPZ BACKFLOW C-) W---___ - - --CA 131 PARKING ONLY" ` PREVENTER INSTALLED AND TESTED PER CITY ORDINANCE 2384. ,. s -� �° O SIGN 12"X18 -N 5 / r - �Q IE.W) f 12. ALL WORK SHALL COMPLY WITH CITY OF GOLLEGE STATION VALVE -i - - - -- - -___ iviHi STANDARDS �- 1 0 - 4ss _ -- _-- __- SS - 13. DIMENSIONS ARE TO THE BACK OF CURB UNLESS NOTED. 5/8 INCH IRON ° TRANSFORMER - Q ROD SET aR _ -._ T '- -a _ - Vd- t= - - V- - _ _ _ _ _ _ _ +...,� r -`- 14. SMALL CURVE RADIUS ARE 5' UNLESS NOTED. IRRIGATION METER ° ° . ° y�_ ' ' UT - 55---__ _---- _ 15. NO DETENTION 15 PROPOSED SINGE THE PROPERTY 15 IN THE DOMESTIC ° �' FLOOD PLAIN. WATER METER _ ° EX. 6 �s. • ss 16. DIG TE55 WAS CONTACTED ON OCTOBER 3, 2005 AND ALL - WATER UNE ITARY UNE 55 -_ UTILITIES THAT WERE LOCATED WERE SURVEYED (TICKET NO. 10 PUBLIC 052-163663). -' UTILITY EASEMENT S��AGE - _ �- J i TOA URB TELEPHONE `I N ` I I = I I ) �`'- - - - I-1. OWNER: DR. TROY ELMS, 2-114 05LER BLVD, BRYAN, TX 77802, Y B VAULT ROD OU 1•J I - - a-�a--1-r6--laoo. m Benchmarks o 8M Elevation Descries 1 251.83 Northeast rim storm inlet manhole L0 ni EMERALD pAR ==--.__----.--.-- VARIABLE KWAY WIDTH R.O.W. �'L�4Z.4 j THIS DRAWING IS RELEASED FOR THE PURPOSE OF: SITE REVIEW #1 r 11/21/05 UNDER THE AUTHORITY OF STEVE E. DUNCAN, P.E. 83252. IT IS NOT TO BE USED FOR CONSTRUCTION, BIDDING, OR PERMITTING PURPOSES. Pledger Kalkomey, Inc. Consulting Engineers 7020 Coyote Run - Bryan, Texas 77808 979-731-8000 - 979-731-1500 (Fax) www.pkengineering.com Brenham • Bryan • Rosenberg Elms Orthodontics 1501 Emerald Parkway College, Station City Site Pian Design: CAD: Job No: Drawing No: SED BSS 5"1105-2Q1 1 of I r. K. 4 SIGNAGE 0 IORM DNAIN 5/8 INCH IRON 0 HOLE ROD SET -------- 0 MAN' P PERTY CORNER FALLS 2; ---- --- f i /: , / jj IN RANSFORMER p INLET c, P q a 8-irf �_�o a! -412i F 8 RED R LANE STRIPING WHITE LETTERST, "E - BM -11 "RKING*, *r0W AWAY ZONE* TVP. 7_1 :21 (c 0 - SET ACK L �E (C INDICATED CURBS 25' ETBAC LINE DR) IIEPH NE E3H3 10,1 TE EASEMENT (FAC 22-6/'81 (f=ACE) 4t 4- WHITE, -TVP. ' -__ c\j ODWAY OF ir"011F "AE" (2000 FEMA) Li HANDICAP SIGN WITH ACCESSIBLE PLAQUE, FLOOD NE, 0 FEMA) - Ij F1 0C)DWAY (R7-8) 1-11C'NUACI IMENT 9 - Ln V) cu <E Ald A, ACRES LD (:,owl AUDY) 00 SCORE & DYE HAND( TYP. \C1 8�8 BHI GPS1 A 011� Vlklt% LOT 2 Pio cW vicl I NOT T LE HATER DEMAND MINIMUM 0 c_2pM MAXIMUM 55 GPM AVERACvE 56PM A DEMAND R=216.67' "FIRE LANE, DESIGNATED D=1 3-31'20" PARKING ONLY" R=349.58 L=51.14' T=25.69 SIGN (12X18j D= 13'41'06' * LC=51.02' 1/ 11 75 )_01) L=83.50 1 25,—o,, CrD=N 81 '10' 1 7" E PROJECT T_-41 till LC=83.30 EMERALD PLAZA `/ clai 5/8 CB=N 81 1509 E ROD INCH SET 1 INCH IRON IR0[-.1 ROD FOUND CM LOCAno, 60' R.O.W. M (LOCAL) A_ -------------- ------------- SIGNAGE 0 IORM DNAIN 5/8 INCH IRON 0 HOLE ROD SET -------- 0 MAN' P PERTY CORNER FALLS 2; ---- --- f i /: , / jj IN RANSFORMER p INLET c, P q a 8-irf �_�o a! -412i F 8 RED R LANE STRIPING WHITE LETTERST, "E - BM -11 "RKING*, *r0W AWAY ZONE* TVP. 7_1 :21 (c 0 - SET ACK L �E (C INDICATED CURBS 25' ETBAC LINE DR) IIEPH NE E3H3 10,1 TE EASEMENT (FAC 22-6/'81 (f=ACE) 4t 4- WHITE, -TVP. ' -__ c\j ODWAY OF ir"011F "AE" (2000 FEMA) Li HANDICAP SIGN WITH ACCESSIBLE PLAQUE, FLOOD NE, 0 FEMA) - Ij F1 0C)DWAY (R7-8) 1-11C'NUACI IMENT 9 - Ln V) cu <E Ald A, ACRES LD (:,owl AUDY) 00 SCORE & DYE HAND( TYP. \C1 8�8 BHI GPS1 A 011� Vlklt% LOT 2 Pio cW vicl I NOT T LE HATER DEMAND MINIMUM 0 c_2pM MAXIMUM 55 GPM AVERACvE 56PM SEINER DEMAND MAXIMUM 1 12,000 GPD PARKING ANALYSIS (7.2.H): REQUIRED: 3,710 SF MEDICAL/DENTAL <20,000 SF @ 200 SPACES / SF ................ 19 PROPOSED: PROPOSED SPACES ................ 24 5 SPACES = 1 HANDICAP) L�T DI lu EXIST. BLOCK 1 0 I. TO BE ZED NOTES _j 7- 9 <L -7E5TATION, MORGAN RECTOR LEAGUE, A-50 pb I. CITY OF COLLEGE ONEI� STOk Y 13144 / — — 15" UB IC M ch cf) 4' SQ WH HAND) BRAZOS COUNTY, TEXAS. UTILITY EASEM DENT zbITIC BUILDING, U_ F 0 SYMBOL BLUE -7 CQ 3716 Uj 2. EMERALD PARK PLAZA, LOT 1, BLOCK 1, OA4 ACRES. Ln BACKGRO IND,, TV. IFF.--i57i.-00 INLET BOUNDARY AND TOPOGRAPHICAL SURVEYING PERFORMED BY KERR SURVEYING. ji� _,1v!L_) Ld vE STATION UDO LO 4. BUILDING SETBACK LINES PER CITY OF GOLLEC x (65) AND DEEP RE5TRIGTION5 26-22/15 (DR) -Z LLJ C) V) 13H ONCRETE 5. ZONED A -P FOR ADMINISTRATIVE PROFESSIONAL. Ln CLEANOUT L; _-ONE SHA,,D D 00 MA) PAYING 6. ALL PROP05ED SIGNS WILL 13E REVIEWED AND PERMITTED Ft.: 253.62 _JSEPARATELY. 0� I -7. FLOOD HAZARD STATEMENT: ACCORDING TO THE FLOOD LJ CURB, TVP. INSURANCE RATE MAP COMPILED BY THE FEDERAL EMERGENCY �\ \ _ �� 2 s MANAGEMENT AGENCY FOR THE NATIONAL FLOOD INSURANCE c18'• �-� ONE PROGRAM, GOMMUNITY PANEL NO. 48041 G0163 0, DATED SEE MEP FOR (DR) I p INCH IRON I <: 0. CONTINUA. ON I APPROXIMAII_ LOCATION OF FEBRUARY -1, /_UUU, IT APPEARS THAT I /-N PORTION Ut- THIS SFI. \1 �,, I I 1 -1,7- 500 YI Ak, III )On I INIF �,)n PROPERTY FALLS WITHIN THE 100 YEAR FLOOD HAZARD LD :j BOUNDARY. ---- j TIE INTO EXIST. MH --,r SCrBACt< LINE (C. CLEANOUT 252.31 004 STUDY REFEENGED 15 EMERALD PARK PLAZA, LOMB FL G FL_�253.23 b. THE 2 R I 5 -ER, FOR BEE GREEK BEE GREEK TRIBUTARY A IN \/IGINITY OF STATE HIGHWAY BYPASS, GOLL6E STATION, TEXAS DATED Lo 7' FEBRUARY Irb, 2004 13Y FAST TEXAS ENGINEERS, INC. IT SHOWS v 6* WATER_ WATERSEWE THE 100 YEAR FLOODNAY NATER SURFACE ELEVATION WITH OUT '2 'Rild F1 580 VALVE 54 SANITARY LINE FLOODNAY AT 254.2' AND WITH FLOOPNAY AT 254.cl'. THE ?.21 .0 Uv MINIMUM FINISHED FLOOR ELEVATION 15 THEREFORE 256.2'. —ABLE—TV ADJUSTMENTS MINUTED DATED JULY 6, 1 8WO`I3WS,,SADDLE cf. SEE ZONING BOARD OF 4, CITY OF COLLEGE STATION, TEXAS, FOR ADDITIONAL 106M ORM fiR ---------- 200' INFORMATION CONCERNING FLOOD PLAIN ISSUES FOR THIS TRACT. fv M J 2" CORPqRATION STOP (APPROX. ON 111'nRE LANE DESIGNATED V f%n=170 I GROUND MOUNTED MECHANICAL EQUIPMENT SHALL SEE MIEP) 10. ALL ROOF AND C tv 9*'SERVICE WYE PARKING ON11 11 N rlv_ — 10' P IBLIC BE SCREENED vl=yli L11 MOUL zx_-, /A=0 NOT I U ot: UTILITY EASEMFN, . SIGNAGE !S G \/ISIBI E FROM ANY PUBLIC RIGHT OF NAY OR RESIDENTIAL _p CATV L D15TP-IGT WITHIN 150' OF THE SUBJECT LOT MEASURED FROM A 1 1/2" DOMESTIC MtMV8O)r(bFd" BO T ROD FOTJnf4i31::: POINT FIVE FEET ABOVE GRADE. SCREENING SHALL BE 1 1/2* BALL VALVE 3351 To CUP SS ,A I COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE TO OF MAINTAIN A UNIFIED APPEARANCE. 1 1/2* IRRIGATION METER/BOX (BY C" Lr-> PLAZA Ul SEE IRRIGATION PLANS FOR CONTINUATION WIDTH R.C.W. -EX. 8* WATER LINE UNKNOWN 11. AN IRRIGATION PLAN WILL BE APPROVED PRIOR TO G.O. IT WILL :M . ATER1AI:-,AND-DE WATER METER INCLUDE A PRESSURE \IAGUUM BREAKER, RPZ, OR DOUBLE CHECK Lo BAGKFLOkq PRE\/ENTER INSTALLED AND TESTED PER CITY ORDINANCE 2394. CURB ASTM D-3034 SDR -26 SEWER PROPOSED HYDRANT: 12. ALL WORK SHALL COMPLY WITH CITY OF COLLEGE STATION SERVICE LINE, 1% MIN SLOPE 1 8' X 6* TAPPING SLEEVE AND VALVE STANDARDS. 311p 1 FIRE HYDRANT ASSEMBLY 13. DIMEN51ON5 ARE TO THE BACK OF CURB UNLE55 NOTED. 14. SMALL CURVE RADIUS ARE 5' UNLESS NOTED. #4 BAR GONTINUOU5, 10 6" FIRE EXCEPT THRU LANE, 15. NO DETENTION IS PROPOSED SINGE THE PROPERTY 15 IN THE 5" OTHER EXPANSION JOINTS FLOOD PLAIN jj #4 BARS 51JIBORAOE a IV' OGEN REINFORGED GONGRETE NOTES: I. EXPANSION JOINTS: 60' MAX 51PAGINO ANE? AT ALL, RADIUS POINTS, PT'S, AND PG'5 2. GONTRAGTION JOINTS: IO' MAX 5PAGINCv. 3. THESE ARE G11Y MINIMUMS. 5EE 6EoTErHNiCAL REPORT FOP, PROJEGT REGOMMENDATION5. GONGRETE PAVEMENT SEGTION - E3enchmark_5 - BM Elevation 005!2� j; 251.83 - E3enchmark_5 - BM Elevation 005!2� 1 251.83 Northeast rim Storm inlet manhole OF 7-,Ej%%j THE SEAL APPEARING ....... ON THIS DOCUMENT WAS AUTHORIZED BY 00 STEVE E. DUNCAN, 00-1--111-- ......... �O jo STEVE E. DUNCAN �O P.E. 83252 ........................... A * 832 ON 4 52 JANUARY 17, 2006 0 I(q. DIG TE55 WAS CONTACTED ON OCTOBER 3, 2005 AND ALL UTILITIES THAT WERE LOCATED WERE SURVEYED (TICKET NO. 052-763663). 17. OWNER: DR. TROY ELMS, 2-114 05LER BLVD, BRYAN, TX 77802, Afh"% 7 Pledger Kalkom!�,,*, Inc. Consulting Engineers 7020 Coyote Run - Biyan, Texas 77808 979-731-8000 - 9'79-731-1500 (Fax) ww%v.pkeng j ieering.com Brenham,, - Bryan - Rosenberg Elms Orthoclontic.5 1501 Emerald Forkvqoy College Station Site Pion Design: CAD: Job No: Drawing No: I SEP 517105-24111 1 of 2 M. t J0 J,'JHHS •oN gof MUDS SOOZ xaquza:)aQ atvQ aHXD9HD �'2IS/?I�lk1 Nn��xa „0—, L=„ Z/ L :31VOS �Ni]C] ONLN`d d. enJHS '2G-LN30 Ol NM02l0 '1105 OlNI 1111 M-LH911 'CINb5121bd L `SnhhnH NOV19 5121dd Z 00V 'H1d3a „OL -9 V Ol 1105 DNIISIX� 111101021 H01nW N21b9 OOOMOWH a3aa321Hs 'ON.19Q3 13315 30 d01. 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OL •1� g eulpueN �.o� u�o� ZL I�o�a •1190 gZ• L `oAU OL41H eol U1 eIw0'A'3o,4a6e OJg`L = Hoeg 514 O -V fleD gL alb W a e,AD .t7� euelui6.11n ono.Aano 00-b`Z = Hoeg 5,.d OgL "leo +1XZ � eo anl-1 P;)PIAOJClSIUTo adryS uuZI d l' '1 Hoeg oleo ,,gZ'[ g 'U1W eolu1 eluao.430ja6 'l� gL �• aI� W a �,�� -b� ' o. eue1u1RA1n 5no.Aan0 •leo +IIL'Z �e0 and 8L poxn a.j eoo-A . Zg/olepoliv, JouIW '41 BOG po j l nloo i 5aa.hl. G = -41 gZ &mpg-l� '41 GG L 5aa�11 ad �o5�.aa.��.s -ti SINOJ 69,6`9 = dmii omi 5IN10J IV -L01' pal l n a�l S�.0 lo. OOg X '41 0 /a6e1:Uo.44 l e,3o3 '�! GZ� S�.Ulod ad�o5�.aa.��.5 pa.ainbai 53 ulod 69Z` L Og X 000L140 0091-V 033 l od eai y '91.15 G. 5/$ INCH IRON ROD FOUND — CM IN 0U U,J -rte - �- 6' — 8w RED LANE STRIPING P o BM -1 _-- _ "WHITE LETTERS %Edl� 5' SET ACK L E (c fINDICATED ARKING", "TOW AWAY ZONE" TYP. CURBS 25ETBAC LINE DR) 13H3 10' TELEPH NE I 3 o q' laGEj EASEMENT I 2276/281 _ n I 4' 6 A q' (FAGS • N 4" WHITE, TYP. P� FL ODWAY OF ZONE "AE" (2000 FEMA) N V 00 z _ w Q HANDICAP SIGN WITH V w - _ - - -- 'zt_ � � ACCESSIBLE PLAQUE, FLOOD ( X0 FEMA) (117-8) v� ��Q i FLOODWAY o ENCROACHMENT O Q ^ Q Q I AREA, 0.43 ACRES o p0� LJ (2004 STUDY) LO • I 00 �\p� 3 I BoP HI • o C3 _ 4Ak�,OARKINGOE - Z — z Q z . ! I y- c:0d 3 � � Q Q ON 13144 cu 3 Q� 15' PUBLIC m P "O- DENT ILDIN UTILITY EASEM w N 3 F w w INLET261 -� f -- w i • _ wLLJ BH o U) • I® in 0 j �0 F�0 SHARD D ( 00 IVIA) PAVING 2 , SIGNAGE Q' CURB, TYP. \ 2 • S Bq18'-6° `� • SEE_ MEP FOR P c LINE (DR) CONCRETE PAYING SUBGRADE Benchmarks BM Elevation I YFt IS FFLK Northeast rim storm inlet manhole V 5 GPM 5EINER DEMAND MAXIMUM 12,000 GPD P B LIC ^ ---- 1 2��IV�ET1_CATV 12. ALL WORK SHALL COMPLY WITH CITY OF COLLEGE STATION UTTILIEASEMENT SIGNAGE G TELEPHO Ic 1 N 1 1/2" DOMESTIC METER/BOX (BY C Bo ULT RO 13. N 1 1 N " 1 1 2 -BALL, 1 1/2" VALVE IRRIGATION METER/BOX (BY Clip ARtABLE WI DTH 8" WATER LINE UNKNOWN 15. SEE IRRIGATION' PLANS FOR CONTINUATION C►OR C R.O•W C�ECTpR� FLOOD PLAIN. 16. DIG TE55 WAS CONTACTED ON OCTOBER 3, 2005 AND ALL UTILITIES THAT WERE LOCATED WERE SURVEYED (TICKET NO. ASTM D-3034 SDR -26 SEWER PROPOSED HYDRANT: SERVICE LINE, 1% MIN SLOPE 1 N 8" X 6" TAPPING SLEEVE AND VALVE x q7q-776-7g00. 1 N FIRE HYDRANT ASSEMBLY r. " CURB WHERE APPLICABLE _tr - L REBAR CONCRETE PAYING SUBGRADE Benchmarks BM Elevation D Seri tion I 251.83 Northeast rim storm inlet manhole ..0 C9 �o G.. VICI ZLENOT TO cp 0 20' 40' .1NATER DEMAND MINIMUM O GPM MAXIMUM 55 GPM AtVERA 6E 5 GPM 5EINER DEMAND MAXIMUM 12,000 GPD -- PARKING ANALYSIS (7.2.H): REQUIRED: 3,710 SF MEDICAL/DENTAL <20,000 SF @ 200 SPACES / SF ............... 19 PROPOSED: PROPOSED SPACES ................ 24 a, is (0-25 SPACES = 1 HANDICAP) LOT 2 BLOCK 1 bjOTES: I. CITY OF GOLLEGE STATION, MORGAN RECTOR LEAGUE, A-50 BRAZOS COUNTY, TEXAS. 2. EMERALD PARK PLAZA, LOT I, BLOCK 1, OA47 ACRES. 3. BOUNDARY AND TOPOGRAPHICAL SURVEYING PERFORMED BY KERR SURVEYIN(5. 4. BUILDING SETBACK LINES PER CITY OF COLLEGE STATION UDO --(G5) AND DEED RE5TRICTIONS_2622/75 (DR,) - 5. ZONED A -P FOR ADMINISTRATIVE-PROFE5510NAL. 6. ALL PROP05ED SIGNS WILL BE REVIEWED AND PERMITTED SEPARATELY - I. FLOOD HAZARD STATEMENT: ACCORDING TO THE FLOOD INSURANCE RATE MAP COMPILED BY THE FEDERAL EMERGENGY MANAGEMENT AGENCY FOR THE NATIONAL FLOOD INSURANCE PROGRAM, COMMUNITY PANEL NO.. 4804100163 D, DATED FEBRUARY g, 2000, IT APPEARS THAT A PORTION OF THI5 PROPERTY FALLS WITHIN THE 100 YEAR FLOOD HAZARD BOUNDARY. 8. THE 2004 STUDY REFEENCED 15 EMERALD PARK PLAZA, LOMR FOR BEE GREEK 4 BEE GREEK TRIBUTARY A IN VIGINI-1Y OF ' STATE HIGHWAY 6 BYPASS, GOLLGE STATION, TEXAS DATED FEBRUARY I6, 200413Y EAST TEXAS ENGINEER5, ING. IT 5HOM THE 100 YEAR FLOODWAY WATER SURFACE ELEVATION WITH OUT, FLOODWAY AT 254.2' AND WITH FLOODWAY AT 254.41'. THE MINIMUM FINISHED FLOOR ELEVATION 15 THEREFORE 256.2. p, q. SEE ZONING BOARD OF ADJUSTMENTS MINUTED DATED JULY 6, 2004, CITY OF GOLLEGE STATION, TEXAS, FOR ADDITIONAL INFORMATION CONCERNING FLOOD PLAIN 155UE5 FOR THIS TRACT. 10. ALL ROOF AND GROUND MOUNTED MECHANICAL EQUIPMENT SHALL , BE. SCREENED FROM VIEW OR ISOLATED 50 A5 NOT TO BE V151BLE FROM ANY PUBLIC RIGHT OF WAY OR RE51DENTIAL DISTRICT WITHIN 150' OF THE SUBJECT LOT MEASURED FROM A ® ® POINT FIVE FEET ABOVE GRADE. SCREENING SHALL BE! 33�T __ :» MF _ COORDINATED WITH THE BUILDING ARCHITECTURE AND 5GALE TO OFFLD MAINTAIN :A UNIFIED APPEARANCE. - - PLAZA WATER METER 11. AN IRRIGATION PLAN WILL BE APPROVED PRIOR TO G.O. IT WILL. INCLUDE A PRESSURE VACUUM BREAKER, RPZ, OR DOUBLE CHECK t' BACKFLOW PREVENTER INSTALLED AND TESTED PER CITY ORDINANCE 2384. 12. ALL WORK SHALL COMPLY WITH CITY OF COLLEGE STATION STANDARDS. c, 13. DIMENSIONS ARE TO THE BACK OF CURB VNLE55 NOTED. 14. SMALL CURVE RADIUS ARE 5' UNLESS NOTED. 15. NO DETENTION 15 PROP05ED SINGE THE PROPERTY 15 IN THE: FLOOD PLAIN. 16. DIG TE55 WAS CONTACTED ON OCTOBER 3, 2005 AND ALL UTILITIES THAT WERE LOCATED WERE SURVEYED (TICKET NO. 052763663). 17. OWNER: DR. TROY ELMS, 2714 05LER BLVD, BRYAN, TX 77802, x q7q-776-7g00. r. THIS DRAWING IS RELEASED FOR THE PURPOSE OF: SITE REVIEW #2 V 12/12/05 UNDER THE AUTHORITY OF STEVE E. DUNCAN, P.E. 83252 IT IS NOT TO BE USED FOR CONSTRUCTION, BIDDING, OI PERMITTING PURPOSES. Pledger Kalkomey, Inc. Consulting Engineers 7020 Coyote Run • Bryan, Texas 77808 ' 979-731-8000 • 979-731-1500(Fax) www.pkengineering. com Brenham • Bryan • Rosenberg Elms Orthodontics 1501 Emerald Parkway College Station Site Plan Design: CAD: Job No: Drawing No: D BS5 3?105-291 I of 2 05 C)(A '�C6-wox" 05 "Y'pL-7 Landscape Requirements Site Area points 41300 of/1000 x 30 1239. poi nto required V St r tscape hointo 450 If. total frontage/ 50 If. x 300 f = 2700 points req u i red TOTAL FOI NT5 REQUIRED = 3939 FOI NT5 Streetscape Trees 140 If. F reewayl 25 If: = 6 trees required .310 if Minor Arterials/32 If.= 10 Trees (16)Live Oak 2.1"+ cal. Quesrcus Virginiana (18) LiveOak 2.111+ cal, 1,50 pts each -- 2700 Quercus virginiana 27 Grape M rile 15 al. +0 t5 each = 1080 Lagerstromia indica Min. 3 trunks, 1.25 cal. each (12) Compact Nandina 5 gal. V10 pts each =460 i Nandina compacta 16 Dwarf .Burford Holl)-- 5 al, BYO pto each = 160 1 ex cornuta 'Bufordii Nana' 'N12) Dwarf Hamlin 5 oal. , V10 pts each = 120 (6) Knock Out Moses 3 gal. 1;00a 'Radrazz' 1, ) pre are all Soil for landscaped areas with 2 paras black p hummuo, I part brick sand tilled.,into or mixed with native soils to a 6-10" depth, and crowned 6" to center of bed. PLANT SO THAT TOP OF ROOT Top with 2" thick hardwood shredded mulch. 2.) All landscaped areas -not otherwise noted shall be FINISHED GRADE hydroseeded with Bermua grass seed. 3.) All areas will be covered by an automatic irrigation System PAINT ALL CUTS OVER I" DIA. that is protected with a fi reooure Vacuum breaker. The .5 backflow preventer will be installed and tested per City Ordinance 2394. 4.) Areas disturbed during construction shall be repaired and GAL. WIRE ENCASED IN 1" DIA. overseed ed to return turf coverage. 5.) 100% coverage of groundcover, decorative paving or turf HARDWOOD STAKES o grass to required in parking islands, swales and .drainage 1-3 STAKES 2" X 2" areas, parking lot setback, rights--of-way and adjacent DRIVEN (MIN. 18') FIRMLY property disturbed by construction. 6.) All areas not otherwise noted shall be solid sod with 419 TO BACKFILLING SAUCER Tiff Bermuda Grass. 7.) Where Shrub beds abut turfgrass, beds with are lined with STAKE ABOVE FIRST BRANCHESx steel edging (see plan for exact location of edging). tiit SPREAD NOTE: STAKE TO FIRST BRANCHES PLANT SO THAT TOP OF ROOT AS NECESSARY FOR BALL IS EVEN WITH THE FIRM SUPPORT FINISHED GRADE WIRE SHALL NOT TOUCH PAINT ALL CUTS OVER I" DIA. OR RUB ADJACENT .5 TRUNKS OR BRANCHES s- �9 2 STRAND TRISTED 12 GUAGE s GAL. WIRE ENCASED IN 1" DIA. RUBBER HOSE °u $ v -V 0 HARDWOOD STAKES o 1-3 STAKES 2" X 2" DRIVEN (MIN. 18') FIRMLY 3" MULCH INTO SUBGRADE PRIOR FORM TO BACKFILLING SAUCER FORM SAUCER WITH = 3" CONTINUOUS RIM �'yi STAKE ABOVE FIRST BRANCHESx 1!9��� OR AS NECESSARY FOR FIRM MULCH z SUPPORT IY ......_ ...... _ :I 111 I I—II SPECIFIED PLANTING MIX WATER & TAMP TO REMOVE AIR POCKETS NOTE: �'`'� IIIIIIIIIIiI� III STAKING AS REQUIRED 2 X BALL DIA. TREE PLANTING - VERTICAL STAKES SCALE: NOT TO SCALE SPECIFIED PLANTING MIX WATER & TAMP TO REMOVE AIR POCKETS 2 X BALL DIA. 2" X 2" HARDWOOD STAKES L DRIVEN FIRMLY A MINIMUM OF 18" INTO THE SUBGRADE PRIOR TO BACKFILLING 2 STRAND 12 GAUGE GALV. WIRE TWISTED AND ENCASED IN RUBBER HOSE 6 - 9" FROM TOP OF STAKE 2 WIRE SUPPORTS SHALL BE USED ON MAIN STRUCTURAL BRANCHES MULTI—TRUNK TREE STAKING SCALE: NOT TO SCALE TOP OF MULCH IS 1" BELOW TOP OF STEEL EDGING. STEEL EDGING 2" ABOVE Z3 2" LAYER SHREDDED HARDWOOD BARK MULCH FINISHED GRADE I 1-.F GRA55 OR OTHER MATERIAL (5EE PLAN). ROTOTILL EXISTING 501L TO A 6-10" DEPTH. ADD 2 PARTS BLACK HUMMU5,1 PART SAND. LIGHTLY TILL INTO 501L. CROWN TO CENTER: SHRUB PANTING DETAIL SCALE: 1/2"=V-0" Submi'at:, BY DRAWN CHECKED DATE November 2005 SCAT -E 111=20'_; 0" JOB NO. 05-204-11 SHEET' l'J OF O .4 d .5 �9 a' °u $ v -V 0 ` v 2 v G U �F a t {j v° E _ - Q$ n� o �a E g .5 ho .E c •c 8 tp • L li 0 IYIO a S p I Q O F7 .9 o oa _ G ° T V DRAWN CHECKED DATE November 2005 SCAT -E 111=20'_; 0" JOB NO. 05-204-11 SHEET' l'J OF