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rcil o _ ,c,3- . ZI • • 02 As-'.\! op' :m 4- YO7 ti r . 1. ; • ..F. 0......4 , ,. . .. • .•:. „.._,,, • • ... ....• „.., \ ,„ify+ -1 • o -11 - _�• r �. • ?mm \ nom` ,' Co�OZ , .‹...... . . .,...,... ..• . ....... .„ :. _4 (j a_ +.... z HOZ`' // to..:. `s_4_•�-` - :tea' • p• ` , •y \ • • r^cm -C •_ . -om,. O z ' r0r � yo•D. 0 iI CA z�+ 0 v Z z z m0 rc.). •m vv u. g LI0 z z A J y, m P mo Ld\im zs., '0 1.:...*i, 11 x m ., ` : MAY 04 '99 13 42 FR TEXAS ROADHOUSE TO 14097643496 P.02/02 MI:MT "A" 1 • 1 .2_._._._________.__..._______.__----*" / AW2j �� ' 41111,. P. . a ii• If el:: . 47 ., .. 7,661#447 y . , -J • . 411Te 4. i. . , • r s 1 • At. 4: I 4, I /4414• . 1 41, 0 a ci.lit v of . It - : . is / k6,1ArVI / -. 4' N,. # / 1i . i -41 / 1/- , a • • eif . ;� I 4 : 11 / . -4444416 5 I1 til I e 1 g a \671\%...1 - ‘671-htlk. Mz.4 1 f-EN" ' %1 N hlk fr 1 4 1 . 1 6& V011 b-%• '• i s\, e-kz.,.......---• ,.... ,....„ , iii, ii,c3.,76. ,:aelalgwv,. Iht IN„ ... . ..„..,-_ ,;,....„,,,i, , _ ', + . ,,..„.- ..;---„,,,x., .„-,7„... -, ' 1 1 Q+ ! i gi : , , 14 r----- V g \ \ A I - ! • PAVING NOTES 1 ALL SIGNS, PAVEMENT MARKINGS, AND ()THE) CONTROL DEVICES SHALL CONFORM TO THE 'TI CINtiAL ON M TRAFFIC CONTROL DEVIC1 CITY OF COLLEGSTATION DEESIGNSTANDARD EDITION. 2. ALL CONSTRUCTION SHALL BE INACCORDANC WITH CURRENT AASTO SPECIFICATIONS, LOCAL CONSTRUCTION SPECIFICATIONS AND THE PRC SPECIFICATIONS. • 3 CONTRACTOR SHALL FURNISH ALL PAVEMEN FOR FIRE LANES, ROADWAY LANES, PARKING HANDICAPPED PARKING SYMBOLS, ACCESS Al'. MISC. STRIPING WITHIN PARKING LOT AND A' BUILDINGS AS SHOWN ON DESIGNATEDTHE PLANS. BY COr, 4. FIRE LANES C#—,1; PAINTED }2110:' 8) INCHES IN WIDTHj THE `a•• LANE STARTING AT THE Er• ' FROM THE STREET AND TO BE CONTINUED TO 2 SUCH LINES SHALL BE BRIGHT RED IN COLOR DESIGNATED BY THE CITY OF COLLEGE STATI DEPARTMENT. a • kt 5. FIRE • ES ADJACENT TO CURBS SHALL B .. •�1•# 8) INCH WIDE STRIPE PAINTED ' � IN • r• ALONG THE CURB'S GUTTER LINE. 6. THE WORDS FIRE LANE' AND -NO PARKIN STENCILED PN "OUR (4) INCH HIGH LETTERS COLW, ALTERNATELY EVERY FIFTEEN (15) F THE RED FIRE LANE STRIPES. 7. THE MATERIALS AND PROPERTIES OF ENL SHALL MEET THE APPLICABLE MANUAL OF CONCRETE'PRACTICE. 8 REFERENCE THE SPECIFICATIONS AND DR BUILDING PAD PREPARATION AND COMPACT 9. REFER TO ARCHITECTURAL PLANS FOR C: SIDEWALK ADJACENT TO THE BUILDINGS. 10. CONTRACTOR SHALL REFER TO ARCHITE FOR EXACT LOCATION OF EXIT DOORS, SWI' EXIT GATES, ETC. ETES: A 1.6987 ACRE 6. THE GENERAL CONTRACTOR SHALL CONTACT ALL OWNERS OF 16. A KKING LIGHTINGLOTTIASYSTEM SHALL BPP OVIDEPA M REIN DEPICTSBY EASEMENTS, UTILITIES AND R.O.W.'S, PUBLIC OR OFPAVED AP ROXIM POLES SHALL BE 28 FEET HIGH. 1 BRAZOS8CO.I TEXAS, SURVEYED PRIVATE, PRIOR TO WORKING IN THESE AREAS. INC, 826 HEIGHTS BOULEVARD, 3862 DATED: JANUARY 1999 7. CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO�� B PROTECTED FROM 17. ALL RADIIDIMENSIONS TOS SERVICE BUILDING SHALLBE UN( THAT WORKMEN AND PUBS 18. ALL UTILITIES_ITSHOWN ON INFORMATION.OE INJURY, AND ADJOINING PROPERTY PROTECTED FROM ON SITE. THEEXAVAILABLE LONTHE DAMAGE. THE EERCP ROOATTON Of B. ACCESS TO UTILITIES, FIRE HYDRANTS, STREET 19. ALL STREET SURFACES, DRIVEWAYS, CULVERTS, CUR! ;CTION.OWNERS PRIOR TO LIGHTING, ETC., SHALL REMAIN UNDISTURBED, UNLESS ROADSIDE DRAINAGE DITCHES AND OTHER STRUCTS COORDINATED WITH RESPECTIVE UTILITY. ARE DISTURBED OR DAMAGED IN ANY MANNER AS -E \N SHALL C CONSTRUCTED TO CONSTRUCTION SHALL BE REPLACED OR REPAIRED ACCORDANCE WITH THE SPECIFICATIONS. PD PLANONCODES. 9. EXISTING nal AND/OR MATERIALCNIRACTOR IS INSIDE OUTSIDE 20. ALLC ROAD WORK SHALL BE PERFORMED IN ACCORC AND ACTUAL FIELD CONTRACT LIMITS DUE TO CONSTRUCTION OPERATIONS. )LIED TO THE OWNER PRIOR TO CURRENT EDITION OF THE STATE OF TEXAS, DEPAF TRANSPORTATION CONSTRUCTION ANDT MATERIAL \TION;ENERAL CONTRACTOR SHALL BE 10. O HERWI NOTED. E TO THE FACE OF CURB, UNLESS OF ALL SETBACKS, ALL. ED AREAS SHALL HAvE TEmPORARy s, dS SHOWN HEREON BEFORE ii. DO NOT SCALE THIS DRAWING AS IT IS A REPRODUCTION 21 MULCHING. AREAS'THAT. PLANNED TO BE AND SUBJECT TO DISTORTION. THAN 45 DAYS SHALL BE SEEDED AND MULCHED " RUCTION, THE GENERAL 12, THE GENERAL CONTRACTOR SHALL REMOVE ALL TRASH AND SEVEN(7) DAYS. PONSIBIE TO VE BEEN OBTAINED.TT ALL DEBRIS FROM.111E SITE UPON COMPLETION OF THE 48 HOURS BEFORE DIGGING I ICATI NS OFHAA ANYEIM PROJECT AND AT LEAST ONCE A WEEK DURING CONSTRUCTION.22. FORTY-EIGHT- 4 )SHOUL NOTIFY THE GING �F s T RICOTTAS RE ITEM SHALL . 13. THE G.C. SHALL KEEP THE AREA OUTSIDE THE HE E CONTRACTOR EXCAVATION NOTIFY THETFO TOR HAS FROM MCAIl OF ALL PLANS THE TExAS 44EXCAV; ATT EMERGENCM EM (S) ATION LA TME 'CONSTRUCTION LIMITS'ILLUMINATENCLEAN AT ALL TIMES_ 1-8AT 00-34-4-8377; THE A ACCESS ER REGULATORY AUTHORITIES. 14. G.C. WILL ERECT AND ORD. LOCATION A SITE IDENTIFICATION SIGN. MIGHT 2-11UNDERGROUND ALL OTHERTER A FN ITN L. T TO THIS PROCEDURE PER OWNER'S SPEC. COORD. LOCATION WITH OWNER'S REP MG HAVET AND ARE UTINON-MEMBERS IE CTOR TO ASSUME FULL 15. FINISH WALK AND CURB ELEVATIONS SHALL BE 6' SUBSEQUENT MODIFICATION OF ABOVE FINISH PAVEMENT GRADE UNLESS NOTED DIFFERENT ,\NY REGULATORY AUTHORITY ON PLAN ANY AND ALL 0 ANI . Ho o' _MP• . ON TN E P ANS cc 0 I 1 I zII I 06 M J 11 f `r- 3 < r I oe I~ ' X Cl I o� ,fs, I < o �� 1j e C. f44‘,6% V.it -�- �� igt 1 '.. IL' * \d!: ,) i .,: � i ON II : ; ! ,2 . _, J ai ` 1•rit c. f Iq el • _coI Ib' rho I r wa � N....:: e.9 m �i - z u �` • .. ..> j I TAS_.,,,, I 1 r i'r. 4 iI!•., ,:-.. 1> i, .f---,gee"): ANLOr l oo .e.1,- ,:.:: 416. I/ fio ...,„,,,, 40. 0 3 N I e I r I 0011 • 10 oo i � / It j°° _ 41 �} ' 1, *IC " '''',,, 1,2 i I rn 6111 ' OP4 - ti; k c5 I I it ,Ao 3 --41.2-6 6fI a- l•- ' , '31 . F G� � a° . _ o I /I ' '°`8 Elaz �,. _ i a� D 8—M M M M Al '‘- M , Y �— dIIIIIIIIIIIIIIIIIIIIIIII i I 991 PLANT LIST. o 4 f. • LABEL PLANT KEY POINTS • SIZE COUNT EACH POINTS ✓0A LIVE OAK A\ 3.5' CAL. M1N. 7 300 2,100 Quercus virginiana -JO 'HOOK'S JUNIPER t 4' HT. / NB • 37 10 370 Juniperus chinensis 'Hooks' ) t• C ROSEMARY • 36' HT. / 2.5' O.C. Ilg✓ 10 1180 • Rosmarinus offcinalis 5 GAL. MIN. , ✓0 GOLD COAST JUNIPER5 GAL. CONT. 4 / ( ,40 Junieperas thinensus 'Gold Coast' �- ,� Q DWARF BURFORD HOLLY 3 GAL./ 3' O.C. / 0 ' lo O) r •, Ilex cornuta 'Burfordu Nana' t V / v+ itoma 4 C. BIG BLUE LIRIOPE 41 POT @ IS' 0.C. 310 /0/' p //1 Liriope muscari 'Big Blue' We . O .0KLAH011A REDBUD S, NT. / B48 3 / 40 420 Cercis ccnadensis 'Oklahoma' 1.25' CAL. MIN. , I . y ;r. • TOTAL:poi los • ' . TURF COMM BERMUDA GRASS I-IYDROSEED ALL Cynodon dactylon DISTUeBED AREAS ___91wc° ' " SE STEEL EDGING ANY AND ALL QUANTITIES SHOWN OR IMPLIED ON THESE PLANS i' ARE FOR ESTIMATION PURPOSES ONLY. —\ cn . / ?trot \ . ,.. 0 •JE .4„ f E BARRICADE FENCE .S•44._ -- • i v O EL POST – MIN. b' O.C. —Y • . o J)ING TO DRIPLINE • O OU 4G GRADE `� m I-- N cn • LANDSCAPE NOTES: • • r I. TIME GENERAL CONTRACTOR SHALL LEAVE THE SITE AT FINISH GRADE. THE LANDSCAPE 11. CONTRACTOR SHALL REVISE GRADES AT A - MINIMUM TO ENSURE SMOOTHTRANSITIONS MENTS A ► BETWEEN PLANTING BEDS AND LAWN AREAS. JKIYLINt 6' MAX _ ORANGE BARRICADE FENCE !<..-•= —5' STEEL POST - MIN. 6' O.C. � •bb••••b•!:it ••••••b• •• \'` EXTENDING TO DRIPLINE ;•iiiiii '0�••�i•�••••�ii , • ♦yam ♦•••••••••�•ji�•••••j •• a EXISTING GRADE b•b• •• •••••4••:",„ ••••••• • TREE PROTECTION DETAIL NTS LANDSCAPE REQUIREMENTS 0 LANDSCAPE POINTS REQUIRED: 30 PTS. / 1000 50. FT. x 73,994 SQ.FT. TOTAL AREA OF SITE = 2,220 POINTS 50% MUST BE CANOPY TREES: 1,110 POINTS MUST BE CANOPY TREES STREETSCAPE PAINTS REQUIRED: X300 POINTS / 50 LF FRONTAGE = 275/50 x 300 . I,GAO POINTS (CANOPY TREES ONLY) /I TREE / 25 L.F. x 275 L.F. (UNIVERSITY DRIVE) = OTT. (II) TREES STREETSCAPE/TREE POINTS PROVIDED: EXISTING CANOPY 'NON-PROTECTED' CANOPY TREES 20 - 2' - 14.5' CALIPER EXIST. x 35 POINTS - 700 POINTS 7 - NEW 3t' CAL. LIVE OAKS x 300 POINTS = 2,100 POINTS TOTAL COMBINED CANOPY TREE POINTS PROVIDED = 2,800 POINTS• LANDSCAPE POINTS PROVIDED: NEW CANOPY TREE POINTS IN NEW PLANT LIST: 2 I'' PUNTS' TOTAL NON-CANOPY TREE POINTS IN NEW • • r IST:. -530`POINTS 242-' TOTAL LANPSCAPE POINTS IN NEW PLANT LIS -4,620-POINTS029 .�1/� TOTAL EXISTING CANOPY TREE POINTS: 700 - _ TOTAL POINTS PROVIDED, NEW 4 EXIST ' : 5,320 POINTS \ �` PARKING LOT SCREENING: 50-0 PARKING AREAS ADJACENT TO,RIGHT-OF-WAY OF INTERIOR DRIVE I-AVE SHRUB SCREENING AS SI-IOWN. 20' UTILITY EASEMENT VOL 2232. PG.G. 115 B.C.D.R. - --W —W - - IRRIGATION SYSTEM: T OF BEGINNNG ` IRRIGATION SYSTEM DESIGN WILL BE SUBMITTED BY TI-IE IRRIGATION CONTRACTOR. PLANTING AND STAKING DETAILS SEE 54-1EET 5P-4 FOR PLANTING AND STAKING DETAILS. -- -- SITE LANDS( TCV A 0 DA A MU/11 IOC COTAIAJT KIT S'. I re, ,...au,.... ....4. 1 1 . to '' •. „y: ,0 O i e 'w -$0,..1 1 ,, r'..7.744--•d O O l!Al° IiIN 1IIII _.. /4 ICO -d + CA O Ve - -; mi 0 Ai O�� \ 6 I i kI q o 61--- 1 .64 B' 15' I B' I B' I B' 8' 9' 9' 9. ti. qq, >' ' �c 10 N 8 8 a �, CONC. PVIYI'T. M I I b _ QletQ r m ge 0 0 \ , ,------ 2' 1 <G �x 8' I ® el ; i 1 P Of 2: 1 1KO� ® O e Itt X* L 1 i 4 I vN ^' O C q. ; _o•u 1 x 1 ao 0 et 0 IL ° x> .1-'-..----1C1-- '1 m 23' _ 1314' 0 B1, m I a t"'' N ^ O CONC. PVM'L t= lei. ..: z 1 C� W `.`,mJ > 0 1337 •'-_. l oL � F � 10 7r � l � o F 0 8 -09 et • I � , � _ _ - - o _- 2150'04' E 87 I S 2 I 1 • I - e co * 1 ` LOT N0. 2 \___1.1 -----, ; LI, Z . 0 ?¢ Il Ali 11 tt. Ppl° 21.1qii° - Al0 -1-.)rn 1:4%AAIX id rii/N 0 ./, ri '' piti)..-.1 - /e. Pi id hithill gi, 118%1:EVCIR i m eO 0000 OO liNwl';i0A =g V \ rn _ 1 ro!!1 -< 1 xis.411 c . - . ".•T- CH' mRo Rg4g GZfrbb . 7 .., __ _14........ __ ame .f:. • n'' - :'' - ',: i '' '..''' x .0 L 1 OXVO .9 ...e XVO .51 % fil . XVO „BC) XVO „Z L 0 4 .:. 7 .9 AVO .OL NVO .9 0 MVO .0 L n NT :zi II' 40. 1 IPr.7°L rn 0 1 * 11 I a ,. 5 I o .4 1 ii ao .zi rn ,,_,,e 13NVd ao /.., rn 01C, 7J *1 * cd I N I I I \+71121170; .20 .11.11 c-) r.....= 1 i(70 1 1 N r-i) xi co: 000., cn .„--"- rrt i 33.1. I \•., 0 5 -: ..,./I gt al I rn/ 40-ti £ r ?RI ......................, ..........mr 3 (A 1 /rn [21 Cr) I I. (A 9 'ON 101 ,/ Orr, c., 1 , f.,a 2 1— — — S30VdS Zt l 73 I XI 1 rn I . .I.J 'OS 1.0e9 ni 5g 1I Pli 3snoHavou SVX31. • 0, , Fri .pi. rn I : --, .: 'c-•!. t131.311 SVO (I1111V301 NW Stirld 'MEV 33S) NOON 1V3INVFO31,- ° Po' 03ai I 0 14 .. :.• (DOHS 'MS 335) 3N11 3LSY/A 3us3noo .9. stemIX_ mid rn : -3313 1 : IliallOa ss'„ 01 m ?A al-dS FINS 33S) 3Nr1 3SY3ND ..*---.,... It.E Al P .'• —Al /..• — • c MI Tu. i .10.' ... .• 00 I f '1\ Av . . 711111'. I I cl V7 I ' -• ..11 • ri ': :1 I I ii ' .• -"-.11i - 1 1 rn 7 : -•-3 *0 .. , :t A :: '0'3- , ----id, •!.. • :44. 11 xi ' :1! -. 4.803sNrwo c.,) In tn CI ( "1 - - eI-- IC a6ed !OWLS: 14 oo-t4-uer ! Losz 9LE 90P . fdno..10 sl-lactog agi :Ag 4.uas Sent By: The Roberts Group; 606 276 2901 ; Jan-14-00 11 :57AM; Page 2/3 I LOT No. 7 I 1 i %,, : 1 I i : ; I 'I ;• ft i ! 1 i ; ei ! '1 I I i ; I i J__ i_ I : I ' : I I L il r FEE SUPP113151011 WIEGINE 1 i ; i i ; I i I I rigir w; 7 5. ! I I I Mamorimi.mmismaimm=my w1 , is.-2L--m. —.--"L • _ :. . .. e V' _0‘• — its, Sr ogisnc ORR SERVICt ' C i 0 I 0 , ;'.. . ., ei AVIIV •—••••••-• "-----"' --, ".1, • . a..... . NP .......• .-7.. Go SNRCE . il q = .1. g:ci intalli-91P1=ici:11111M r.0 -"'' -••••• '"" Ill / ..4 _ . ,14_, 0 • • 1. .„.,. m 1 r I wii 0a, a 1 0, 2:. i1 rk .1 ! I I • P 123 CD m le —4 Enem il 4I 11 ii 1 -.•1114 — .... 1 . 0 7:- > lie 1. CO M (.5 ri 1 as, I n I A z. ....,,,„i, -Lill- \ ,• Atibi q ai..,...,: .. I I ..Est.i...z:,•4.• a ..--. ..--- —..... .— — 4g —I—, - ...... Ai..t-.X.4A4?Milli, II 5i, -1 i 0 1 i I .II Liam b ,... I I . 1 ' •••••••• • oppr..... .. g . .. • 1 . .:..44.,:,: ..,. a ;1 ---‘,.- Li 6 0 T .: .„,:... , • _, ,,,,, ...„.„ , ,. ...._ , :0 , ., ..i... , ., : 1 :ti:k•:?.: :!'.d:' ''. 4 :, , . .:. ,_,______,„ • •i'''"" I ; . s r . • , • I i ii : li : il : 1 I ! ! : 1 ; ! Iiiloi • : il i : ii : ,,1 , : i : Ii ! Iii 1 I •••arr' I ; I I ; I I ; •-•,..• ; I ! I , : I I 1 .1... , 1 I I r • 1 . • • REVISIONS UlM UPUM D SAWMV SEWER WAMVDOMESTIC r WATERARRIGATION Q1111T?n1T [17 IT Q ITn AT nN • Rte' �� p � A - - � p• �M1 \ , r.g aa° y C%• v1 p4 FE EA S T _. z j� : o INDEX NI A SITY DRI S T -A TI ON.n. REVISION No. DESCRIPTION CS COVER SHEET DESCRIPTION -Cn > o SITE DEVELOPMENT PLAN Revised Landscaping Per Owner's Specifications 2 12-13-99 _o -SP-3A- Revised Grading 3 01-17-00 -SP-� -EROSION CONTROL PLAN Revisions per City comment letter dated 01-10-00 4 02-04-00 00+ Revisions per City comment letter dated 01-27-00. Added new building footprint and revised roof drains accordingly with addition of catch basins. Added 15' P.U.E.. 5 2- ( S -00 (n O� added catch basins. QJ Added 15' P.U.E.. m C �p • CY)— XO NI A SITY DRI S T -A TI ON.n. REVISION No. DESCRIPTION CS COVER SHEET DESCRIPTION 1 9-21-99 SITE DEVELOPMENT PLAN Revised Landscaping Per Owner's Specifications 2 12-13-99 SITE UTILITY PLAN -SP-3A- Revised Grading 3 01-17-00 -SP-� -EROSION CONTROL PLAN Revisions per City comment letter dated 01-10-00 4 02-04-00 dated 01-27-00. Revisions per City comment letter dated 01-27-00. Added new building footprint and revised roof drains accordingly with addition of catch basins. Added 15' P.U.E.. 5 2- ( S -00 kUv ,6 o v)s r-er CLfq revlzw le 4etr dctf ed 2 -[g -CO added catch basins. Added 15' P.U.E.. (2eu� Lei ear= tool a Y ■ ■ • . 6040 DUTCHMAN'S LANE SUITE 400 LOUISVILLE, KENTUCKY 40205 502-426-9984 /1 SHEET No. DESCRIPTION CS COVER SHEET Rev. Landscaping per SITE SURVEY SP -1 SITE DEVELOPMENT PLAN SP -2 SITE GRADING PLAN SP -3 SITE UTILITY PLAN -SP-3A- } �SIfE LIGHTING PLAN SP --4 SITE DETAILS -SP-� -EROSION CONTROL PLAN LA -1_ 'LANDSCAPE PLAN City comment letter SITE PLANS TEXAS ROAMOUSE IESTAURW - X01 UNVE WY DWVE EAST COLLEGE STAIM &WOS COUYTY, TEXAS Ali public Infrastructure for this project shalt be LOT #$, ELM OPE - TW GATEWAY - PHASE 1 constructed in conformance with the City of College A 37.36 ACRE TRACT — DELMAR BROADHEAD I, LTD. (NOW OR FORMERLY) Station's Standard Specifications. No deviations VOLUME 3046, PAGE 100 from these standards have been requested by the RICHARD CARTER LEAGUE, ABSTRACT NO. 8 Design Engineer or approved by the City. All requests for substitutions will be made in writing to APPLKWIPMQUER the City Engineer by the Design Engineer of record. '' TEXAS ROADHOUSE — 6040 DUTCHMAN'S LANE — SUITE 400 — LOUISVILLE, KY 40205 (502)426-9984 Written approval for all deviations must be secured from the City Engineer prior to construction. DESSAR - ENS THE ROBERTS GROUP, PSC - 239 SOUTHLAND DR. - SUITE C - LEXINGTON, KY 40503 (606)276-2006 REVISIONS Q9-21-99 Rev. Landscaping per Owners Specs., Q12-13-99 Rev. Grading Al/13/00 Revisions per City comment letter dated 01-10-00 ' A2/04/00 Revisions per City comment letter dated 01-27-00. New Bldg. Footprint Rev. roof drains and added catch basins. Added 15' P.U.E.. (2eu� Lei ear= - HARVEY ROAD STATEHWY 30 20PUE -.� ` -I IIII DESIGNATED BY THE CITY OF.COLLEGE STATION FIRE' 21 .BE BY'A EIGHT (8) INCH WIDE STRIPE PAINTED BRIGHT RED U F'�•►;W': i IN COLOR ALONG THE CURB'S GUTTER LINE. 6. THE WORDS FIRE LANE' AND NO PARKING SHALL BE ~+ C STEN ILED IN FOUR 4 ICH HIGH: .LETTER WHITE IN � COLOR, ALTERNATELY EVERY FIFTEEN (15) FEET ALONG THE RED FIRE LANE STRIPES J UU , 7. THE MATERIALS AND PROPERTIES ;QF ALL CONCRETE '4O- ' SHALL MEET THE APPLICABLE REQUIREMENTS IN THE ACI aA\ItiAl A[-PMIPDCTIC OD AtT1'/C . '.. , - - _. _. .: ,. :•.. �� .,'- 'd _9Ll z O e : VCINITYMAP 9 23 M23 20 — -- _ N.T.S. 23 - � 17 : CONC. PVM'T. r" ci 43 rn C-48 i , 24.1 rn z n n n - _ Invm InC Jm�.6.1 n7w w OG'-WI`I 111\VCU IV-.dflG GA11..: _ SUCH LINES SHALL BE BRIGHT RED. IN,COLOR, OR AS -.� ` -I DESIGNATED BY THE CITY OF.COLLEGE STATION FIRE' DEPARTMENT.. 5: FIRE LANES ADJACENT TO CURBS SHALL OUTLINED .BE BY'A EIGHT (8) INCH WIDE STRIPE PAINTED BRIGHT RED F'�•►;W': i IN COLOR ALONG THE CURB'S GUTTER LINE. 6. THE WORDS FIRE LANE' AND NO PARKING SHALL BE ~+ C STEN ILED IN FOUR 4 ICH HIGH: .LETTER WHITE IN � COLOR, ALTERNATELY EVERY FIFTEEN (15) FEET ALONG THE RED FIRE LANE STRIPES � 7. THE MATERIALS AND PROPERTIES ;QF ALL CONCRETE '4O- ' SHALL MEET THE APPLICABLE REQUIREMENTS IN THE ACI aA\ItiAl A[-PMIPDCTIC OD AtT1'/C . '.. , - - _. _. .: ,. :•.. �� .,'- 'd " 10 4 10 16 e • ; : O � _ ��� � 20 � 11 6 .PORTLAND CEMENT CONCRETE 'PAVEMENT :PAD FOR TRASH .REMOVAL 0 . 5 SIDEWALK 14 � KEY NOTES. VEHICLE. SEE" CONC. PVM T DETAIL ON SHT SP -4. 8 , - 25 � r 8 6 o0 8 1 PARKING LOT:LIGHT SEE SHT SP -4 FOR BASE DETAIL • g � ;. — — — 1 TRASH ENCLOSURE, GATES, :CMU WALLS, .CONCRETE 19 — 19 PAD AND BOLLARDS. SLOPE PAD MIN. 1 8 INCH 13 HANDICAP PARKING SIGN 5 REQUIRED , SEE DETAIL ON SHT SP -4. �� �. d PER FOOT TO DRAIN. SEE SHT. SP -2 FOR DRAIN 9 ) >. - 12 9 O SPECS. AND SEE ARCHITECTURAL SHEETS FOR 14 CONCRETE SIDEWALK -WITH TURNDOWN, SEE DETAIL ON SHT. SP-4:°°oos-s; O AND DETAIL FOR SIDEWALK KEY INTO FOUNDATION: " , , ' �I'� �•+p®, � ;�¢ '"� ENCLOSURE DETAILS. 26 NEW FIRE HYDRANT ASSEMBLY — — -- — — —" 15 CONCRETE CURB STOP 13 REQUIRED SEE DETAIL ON SHT. SP -4. �_..:7..... __....., 4 ., __.. ._.__ __, _-r: ._ ,- *40' 2 TRANSFORMER PAD BY G.C., CONSTRUCT PER O ,� )r 20 25' 23' 6 23' 20' O ELECTRIC COMPANY SPECS.. RMWONs 22 ( 20 I 16 PAINTED STRIPES AND SYMBOLS PER SPECS. AN0 DETAIL ON SHT SP -4. ' 23 11 90 22 O3 1000 GAL. GREASE TRAP, SEE PLUMBING 1 CONC. PVMT. $" Te°R K 7 10 M SHEETS FOR DETAIL PORTLAND CEMENT CONCRETE PAVEMEN SEE 1 9 21-99 10 ( ) Q N 17 T,. DETAIL, ON :;SHT SP -4. Rev. Landsca in er, l 8'` o �+ ,o•'OAK CONC. PVM T. 17 P 9(TBR)of' ° 17 X 6•• oAK (1RR) ® LAWN / LANDSCAPE AREA, SEE LANDSCAPE PLAN. Owners Specs::. „ 0 ,81.0 3.8,71„ o K 90' 4.5 18 SEE ARCHITECURAL SHEETS FOR ACTUAL BUILDING DIMENSIONS. s" OAK 10 OAK 4.55 72 tog,2 6 .OAK O A >BR), 10" 0AK 5 GAS METER, BY GAS COMPANY. 2 i 2-13-99 ,.__,., O 19 ISLANDS, PAVEMENT, STRIPPING GRADING ETC. BY OTHERS. , =.. ��� ,.,,>,_ ._.. ...,, ., (MR) O : 8,. OA _ :Rev. Gradin , „ 0• K (TBR) 6 RADIUS IS TO BE ONE–HALF ISLAND WIDTH. 9 ' K 2 OA O 20 FIRE LANE MARKINGS. COORDINATE WITH FIRE MARSHALL Q r (TBR) , 2"_ OAK O , 12" OAK (� i 2" AK ob 8 ' 6" OA 12 (. j K .(0 J S R. (TBR)D a �� Y. 12" a` OAK (,�R) 7 HANDICAP ACCESS (5 – REQUIRED), 1:12 SLOPE SEE DETAIL BELOW. 1/13/00 Revis)ans, per 8 O 8„oK 8 K ) 19 0. I g� 8 OAK ” (TBR O �, MAXIMUM. SIDEWALK BETWEEN RAMPS TO BE FLUSH Cit comment letter. 0~ , OAK 10 OAK AK g T 21 PYLON SIGN BY GENERAL CONTRACTOR Y Will 1 „ TBR (TBR 8 0 }� WITH PAVEMENT. SEE DETAYL:_ON SHT. SP -4. dated 01-10-00' I (VR 8 OAK(TBR 10 OA ) ) 16 � ( R) 6' 0 K (TBR) ( (TaR) 6.. R K (TBR) �l . IL — r GONrRFTF CARR_ SFF OFTATi . nN 4HT. RP -4 22 6" CONCRETE "KNOCKDOWN" CURB, TO BE CAST -IN PLACE SEPERATE i - 4n HGT WHITE LETTERS is -EIRE► NO : PAIN T01 AAON 8" WIDE' CONTINUOUS _ RED STRIPE FIRE LANE MARKING DETAIL g:' Q m NOT TO • SCALE °; -8" RED STRIPE PAINTED ON DRIVE. -SURFACE 9 ELECTRIC CABINET AND METER, SEE "E" SHEETS.city comment,;ietter.. 23 SPEED BUMP SEE SHEET SP -2 FOR INFORMATION. dated '01-27-.00. TY EASEMENT 10 4" PVC SLEEVE, COORDINATE WITH IRRIGATION 24 PERMANENT CONCRETE CURB – NEEDED FOR SITE DETENTION. New Bldg. Footprint .2, PG. 115 B.C.D.R. CONTRACTOR. Rev..- ev. roof drains and 25 CATCH BASIN FOR ROOF DRAINS. SEE DETAIL ON SHT. SP -2. added catch .basins. Added 15 P.U:E 26 NEW FIRE HYDRANT ASSEMBLY. CONSTRUCT TO THE CITY OF COLLEGE STATION SPECIFICATIONS AND DETAILS. CONTACT FIRE MARSHALL AS TO THREADS, MAKE AND MODEL. { i PARKING `-�- REQUIRED 1 SPACE PER 65 S.F. OF GROSS AREA j 97 S ES ®����� TOTAL STALLS SUPPLIEQ ON SITE: 142 SPACES r REQUIRED HANDICAP PARKING REQUIRED - 5 SPACE FEB 2 3 2000 ROVIDED – 5 SPAC S DRAwN BY-' COLLEGT ELOPNI SITE DEVELOPMENT PLAN c cm BY TEXAS ROADHOM ifESTAURW SM LHMWN ` DWE EAST Rwc COLLEGE STA DAYS BRAZOS COLIM .TMS December 13, 1999' LOT #61 BLOCK' 0W_- TWGATEWAY -PHASE 1' A 37.36 ACRE TRACT - DELMAR BROADHEAD I, LTD. (NOW OR FORMERLY) VOLUME 3M, PAGE ,100 - ear A An.re-#% , r a ^, .r • m�� • r w w - .. -' ,. .. ., ; ;: a T P=296.22 - _ / - T P 2886 5.18 T P=292;57 T .P _29 / T P=296:53 _ / / - 95.88 . ............: :.295-2 � + 289.5 ' --- -:.: +289.0 - - ....-.....:'.............:.. + 296:4 + 7.3 ::'.......:i- ::.:. + 29 ..:: ............... ....: 292.7 :....:.....:... `t .. . +.as7 :1..,......... EXISTING T Y . ST F.M. 117 9 :..;:........ .�,........... 1" BRIA � RI :. D E BY :.. .. . _ ,. ...,..... -. SEWER- . Cl T......�i ...........T:..-f_�e�.. .... 0 ..........:.:.. 1 o _.. :..:: ::.293, 297.03 . ..:......... .... .... ..._....:.......:-........... .......................... .�........:... .... ........-....�:��9-... : _...... 95:68 •.•.-.:::.'..:. .. ..... ::.. 2 + 295: 288.4• 296.8 .. zss ....... 9 5.7- . - .... - 96clo.53 Top . of.. ed..ump;,- .2?9Ci.22 95.18. :.�. '2a7.4'.. .............:..... ;.... 294 ...... . r......... .............::......_... .__:......-...-............. Q + 297.5 ........: .:....:: .:..... ..:.:... n ...:.:..... ... .....,.:... .....-..... ..... ... ..,... ..-........ ..:...:... .... ............. ...:.. + . 68'09 275. _ - - ...:.:............... .:..... ,J. .. ....:..: -_ -_ } S h, 4 co \ ....: r 1 UNIVERSITY DR � �� � _ ; .: ' +.292,5 F.M. 60 }+q+} +,,,�y+«+++ j ' �- ,. �. '-� • + +. + ,.i + + + t..+ + + + +--+ 1t`} ,wide.+.._�td4N+fl + + + -+ . + + +.+ . 291.77+ 'i+;294.43 ++++} >++ ++ .,+++++, + ++++< +++++ 20.06r 96:22 29 .66\ } + + +<+}+ +";`+`:}..+ ». 3 . i + i + 291.27 90.08 } +-+ + + + + + + + } 2 + +}'.' +289.3 2 293.93 + , + y + + + + < , t:+_ + } c + + } \ 2 ++wtd6+ SIlAdd a + + 289.56 -. ' +.`.' '+tom+ , -.. +,'+�+,+ + ++:+- +.:.+ 2..62 +1-$94.6+ +\ «: p ��+.G .r.+ +. 20 P.U.E 7.8:; ±^2ss.9 - - - - - . STATE HWY 30 297.6 + 7.0 +'+ , + + + + + + + + «, + :.;+ , ++ + }'+++++' \ f +15 +Wade 46n + + + \+ 289.9 HARVEY ROAD + _ _ _ ( 289. + + + \ 292.s oo+;:gf`,Sp@etl BGcr1 '.289 7:4+':++'+'+ + + + + + + +' t ' + } + + + + + + + % 296.60 + + + + + + }.++ ++ + } ,- , + + + s + , +< k :� iii + --- -- 296.10 + ; + + } + + + VICINITY MAP + +',','+','_+ + } ,' 9 wide S ee Bu + +`.»+' +\+' '} +: 295.70 + ++ +++++,+}: + s , i u..,, d u _.293.37 + 2q3 57 ;_ Top of Spee p + + + + + N.T.S. i �+ , } + + + + + + + ,� ,.+ ++. ++< + +++ +++< +}+ ++ 29520 ( +,++�i++++++�,,+,+++ + +� + \ + +' + 1 w 296 01 - - - - - - -- - - iN + 95. 295.46 I ry� I Ponding "++'-++ � +,3} - - ++ + '+` N -11 z �' ' , + + I I 2 Li its t - - -� 295.51 ` 95.02 T +a*s�zi+` .251 82 r 298.71 ( 5 ' % 298.21 295.---------�� _-��� _� - 295.44 ,T Go I �+ + - 9 297.99 29 I I + + 294.62 295.15 I 91'.66 299.21 1 -. `9\ 297.49 296.00 \ 8• 1 294. \ I 1 29Z.'IB 298.71 \ 1 294.4 I 1 1 I ` 294.12 294.65 + . + 291.86 + 299.6 \ +298. 297 + 297.3 + 295.5 I 1 ++ 293293.6 .6 I + 91'fi' ( + 2 0.5 + 2 9.5 299.4 1 I 6OAK 291.81 1 I I 295.40 " ( s` OAK I I 94.90 I 12" OAK I 295.25 1 292.55 II OSOA 12" K 299.6 ( ( ( I 1 (1 I 294.75 I ' 292.05 11 299.1 I ' I 1 I, J 10" O K ' 12" OAK 10 OAK _ f`� l8" OAK I - -1 -- 8" OAK( ) L" OAK 10" OA 2" OAK ,. 6" OAKMIO' . 10 OAK I 12" OAK -OAK I 5.L 1 14" OAK. I - 1 - 8" OAK :. ,, ,,. sss---��� I 020� UTILITY EASEMENT AK 8" 0 I I �12' OAK W VOL. 2232, PG. 115 B.C,D.R. OAK A Fes. • ^`u�[�" � 8" OAK 1 1 10 0 j 10"OAK I WSW W -W W -W- W.: -W=W- W -W W --W W - W --'•l I 1 W--W"I-=V�-W -W W- 2as.6 GTE FIBER OPTIC MARKE + 300.1 _ �- W W - W +=7. 1- W - W - W OOD Pc kT' W -- W W - W i W I 290.6 289.7 CABLE N 29 �► i IJ8 S�� �.�� �. ar�.� l r' 6 �T 1291.7 } 290.7 FIBER OPTIC MARKER � n �160.87� S 66'1757 W/ 114.25' - EXIST. 8x6 TEE S 69 43 21 W wooD slcN� zss.3. / & GATE -VALVE _ . , / E ISTING 8" PVC,lA7ERLINE 989 , _ - EXISTING 8" PVC WATERLIWE -� / / _ GTE j POINT OF BEGINNNG +2 EXIST. FIRE / / -----------"- �= ---- - HYDRANT / + 294.5 / J - - - - - - BURIED TELEVISIOty/ / +288.9 / + 290.8 ASSEMBLY + 9-7,1 ,> + 2s5 s / / + 292.6 / / C + 289.7 +288.6 ------------------�------------------- � � 1-296 s --------- -- �- - /' ---- - ------ ---------- ---------------- -------------------------- - --------- -- ---- --- -" +295.8 APPROxIMAT jF L�CATION UNDERGROUND ELECTRIC (PER PLANS) - - - - - - - - - -- - - - - - - + 294.4 / - J + 288.9 - - - - 295.2 i \ + 297.6 96.0 r I + 293:7 + 291.7 \ t 195-0 t I T.B.M. 1293.5 +291.5 \ l -, + 2971 I r B.M. ( ' \ \ \ PERMIT SET BRIARCREST F.M. 1179 0 0 SITE �Q UNIVERSITY DR. co i> F.M. 60 c� 2 HARVEY ROAD STATE HWY 30 �N i 4 T.S. • Ot TAP, VALVE, AND SLEEVE. O2 WATER METER Q3 1" IRRIGATION LINE :::•::•::.::'::'::':'::::....::':::::':::::......... EXISTING SANITARY..:::.:.:..'...:........:::..... ...•............................ ....I ..................... ... T :. SEWER MANHOLE •: �:�:..�.•:� •� ::.... TE :::...30 ::•:',•:•:•:•::•:•:•:•::•::.:::,::•:•:•:•:•:•:•:::•:::•:•::•:•:•::•:•::•:•:•::•::•:•:•:•; :•.•.. ........ £CESS . &.. . .......................................................... :...:.':..::...:.:::.:.:°:ITL{tl':):A9EMEt�tT.:::::::::::::::::::::.'::.::::::::::::::::::::::.::::::: ::: .................................. :: Xz TINS .$::: RI?�T.ARY ::::)XITI:�1': &:. SA�II:TARY SEWER .................................................................:................................. ........ ...................................... . .....................................................................:.......... ...... . AN ..... .. ..... N:-SA�d-S:AN . aN.-.SAS:.-S.......:.SAN:':-SR1�}::::.':.SA ........SAN ..... . - - N SAN -SAN -S.AM . SAN:.:... SA'( :-5,4 . - N.... SAN SAN SAe� - N ...... SA........................:...................................................::.......•:.:::::.:.:::.:::::.::..:.:..::.:.:..::.:.::::...::.::..:.:::::....:.:.........':......'.::. . SAN ...... SRI�}......SAi.......SA . ................ , N 68'09 56 E 275.00 �..f........................... _ _ _ _........................................................... ............................................................................... // 3 � 6 20' P.U.E.-- -- 't- ( ----- r #8S LLJ v�. z" I o r n� , 2 u I Cn 1 :.' ,... ---I-- �� I EV) '- O 0 SFORM a - - - - - -I N HE E E 6 � ' 4 -GREASE TRAP & I ®® .SAN. SEWER LINES- L====-� C.O.------- #8s -- �� 5 ' I V TV Tt+ 4" GREASE LINE (SEE SHT. SP -1) 4 LLJ YC PANELS 4° DOMESTIC WASTE LINE (SEE SHT. SP -1)® MECHANICAL ROOM (SEE ARCH. PLANS FOR LOCATION) V( - - - - - FDC 8 GAS METER UJ in w _ 9off -' --- J N Vzi ii'--aAA nVAijnv%uSE I N - w � w 301 S . FT I - 3 i 9142 SPACES- - 4�w w� v LON Nv. Cn ---I=Iw Iran - o w i I 4� ---I-N E I--- ----� 4 E 3 -------- 30 w U-1 ----( ----- --- - LLJ o #8's 6"x6" TEE PROPER- w 6 -- QTRUST` BLOCKING 5 6" OAK 6' OAK U 12" OAK I (I �I ( II 10' OAK -) G 8" OAK W -W -W -I -- GTE FIBER OPTIC MARKE% . - CABLE TV FIBER OPTIC MARKER EXIST. 8x6 TEE & GATE VALVE EXIST. FIRE HYDRANT ---ASSEMBLY U 10 v W J W o z T O �\ W O\ PANEL CONNECTED GAS LOAD T.B.M. CONN. Rev. Landscaping per INPUT SUBTOTAL MARK ITEM SIZE OTY' CFH CUBIC 800 800 3 ---- T , . •f2E7E C1SR , C 0 NC - EACH FEET\HOUR RTU -1.4 & 5 ROOFTOP UNIT ROOFTOP UNIT VERIFY VERIFY 3 2 224 230 672 460 RTU- MUA-1 SUPPLY FAN 1" 1 428.2 428.2 HEATING LOAD 1560.2 © WATER HEATER 1" EL 700 700 COOKING EQUIPMENT ❑3 GRIDDLE 3/4' 1 72 72 ® CHARBROILER 3/4° 2 105 210 ® CONVECTION OVEN 3/4' 4 40 160 41 SAUTEE RANGE 3/4" 1 105 105 42 12" GRIDDLE 3/4" 1 24 24 43 CHARBROILER 3/4" 1 120 120 ® 18" FRYER 3/4' 2 150 300 ® 14" FRYER 3/4" 2 111 222 60 6 -BURNER RANGE/OVEN 3/4' 1 154 154 COOKING EQUIPMENT LOAD: 1367 TOTAL CFH: 3627.2 **FOR ESTIMATION PURPOSES ONLY** * *SEE "E" SHEETS FOR SITE PARTICULAR SPECS.** OAK ILi I� a �_ 12' AK 10' OAK 8" OAK -0 -- _ _� 8" OAK( ) 10" OAK 10' OAKD 3 6" OAK 10" OAK 12' OAK �. 12' OAK 0 1 w 6' OAK 14" OAK --- 20' UTILITY EASEMENT s` oAK B. oAK08' OAK - 12' oAK(`,� VOL 2232, PG. 115 B.C. O W W�( W -JW 1 0 W -W 10' OAK W -W-- W -W W �-- w W --g- W -W W -W -W -W -W W o_DoPPc�T W W -W --W-W- `�� W W W- -- IN S 69'43' -160.87 WOOD SIGN - '- S 66'17'57" W 114.25' w EXISTING 8" PVC WATERLINE EXISTING 8" PVC WATERLINE c EG t� N n GTE FIBER OPTIC MARKE POINT �r �Gvliv'V�V ----------------------------------- --------------BURIED TELEVISION ------- -----�------------------------ __------------------------------------- APPROXIMATE ______ APPROXIMATE LOCATION UNDERGROUND ELECTRIC (PER PLANS) ----- ------"'--- T BEAKER T.B.M. B00 AMP MAIN B Rev. Landscaping per ATTN: TONY MICHALSKY CIR FRAME TRIP NO OF NO. SIZE RATING POLES METAL SIGN LOAD SERVED WM SIZE - :-.--••-�-------t Revisions per 800 800 3 ---- T , . •f2E7E C1SR , C 0 NC - C=1NL E7 .' • RDA -29 5 100% RATED BREAKER - NO EXCEPTIONS 1 1 G-294 22: _ - .2 •� I DISH MACHINE 4-#3,1-06 GND, 11/4"C :}. EQUIPMENT NO. 80 C 100 60 3 FC RTU -1 4-#3, 1-#B GND, 11/2"C U 1V DF 11VE 3 225 150 3 FC RN -2 4-f1/0, 1-#6 GND, 2-C 33.1 .:.. <, .. ;.: '. ••• . ,...:•.. ,. ., "° • •- •' •: ' i •• • ' MAIN DISTRIBUTION PANEL (NDP) NOTE 3 120 2 30 4W SQUARE b' 'I' LINE SSV RTUI .. ASPHALT •• '.,•,.':' .. .. .. ... . • . .. .. REVIEWD COMPLEAN CE OR FEB 2 3 2000 COLLEG T DEVELOPM GENERAL NOTES: SEE SHEET SP -1 FOR GENERAL NOTES. KE NOTES: 1 WATERLINE CONSTRUC= 6" FIRE SUPPRESSION LINE AND 2' DOMESTIC WATERLINE CONNECTION TO EXISTING 8" WATERLINE ALONG THE SOUTHEAST PROPERTY LINE. CITY OF COLLEGE STATION WATER MAKES THE TAPS AND PROVIDES THE METER (THERE IS A FEE FOR THIS SERVICE AND A FEE FOR THE METER) GENERAL CONTRACTOR: G.C. IS TO INSTALL THE METER. G.C. IS TO PROVIDE AND INSTALL 6' FIRE SUPPRESSION LINE AND 2' DOMESTIC WATERLINE TO INSIDE OF BUILDING, ALL VALVES, ALL BACKFLOW PREVENTION DEVICES, DETECTOR CHECK VALVES, 6° DUCTILE IRON CLASS 53 PIPE FOR FIRE SUPPRESSION SYSTEM, 2' TYPE 'K' COPPER DOMESTIC WATER SUPPLY, & 1' TYPE 'KD COPPER IRRIGATION WATER LINE. ALONG WITH TRENCHING, BEDDING, AND BACKFILLING. THE 6' SPRINKLER LINE WILL HAVE A DOUBLE DETECTOR CHECK VALVE. THE 2' DOMESTIC LINE IS METERED WITH AN RPZ BACI(FLOW PREVENTION DEVICE. THE 1' IRRIGATION LINE IS METERED WITH AN RPZ BACKFLOW PREVENTION DEVICE METERS AND RPZ DEVICES MIDST BE INSTALLED INSIDE THE BUILDING. THE RPVS ARE TO BE INSTALLED BEHIND THE METERS. ALL PRODUCTS AND INSTALLATION PROCEDURES ARE TO BE PER THE CITY OF COLLEGE STATION SPECS. O2 E•_ECTRICAL SERVICE CONSTRUCTION TRANSFORMER PRIMARY CONDUCTORS. METER SOCKET. TERMINAL 1116 eNn r T'i PROVIDED BY THE CITY OF COLLEGE STATION ELECTRICAL DEPARTMENT, G.C. TO PROVIDE TRANSFORMER PAD- , 2-4"-SCH. 40 . E.ECTRIC CONDUIT, TRENCHING, BEDDING, & BACKFILL G.C./E.C. TO PROVIDE AND INSTALL SECONDARY CONDUITS, CONDUCTORS, C.T. CABINET, & 1" CONDUIT TO METER SOCKET. COORDINATE WITH UTILITY. O GAS SERVICE CONSTRUCTION f �,,S COMPANY {T)N) MAKES TAP SETS AND•PRQkMES GAS METER. (•{HERE ARE FEES FOR BOTH), G.C. TO STUB LINE FROM BUILDING, PROVIDE AND INSTALL 2° PLASTIC LINE FROM BUILDING TO PROPERTY LINE ALONG WITH TRENCHING, BEDDING AND BACKFILL COORDINATE WITH UTILITY. ® SANITARY SEWER SERVICE CONSTRUCTION GENERAL CONTRACTOR TO PROVIDE AND INSTALL 4'& 6' SANITARY LINES, CLEANOUTS, 1060 GALLON GREASE TRAP, CONNECTION TO EXISTING LATERAL, . TRENCHING, BEDDING, AND BACKFILL CONSTRUCTION PER THE CITY OF COLLEGE STATION SPECIFICATIONS AND DETAILS. COORDINATE WITH UTILITY. O5 TELEPHONE & CABLE SERVICE CONSTRUCTION GENERAL CONTRACTOR PROVIDES 2-4•' P.V.C. CONDUITS WITH PULL CORDS FOR TELEPHONE AND CABLE TV SERVICE, GTE: DOES INSTALLATION OF TELEPHONE SERVICE, TCA CABLE: DOES INSTALLATION OF CABLE TV SERVICE, COORDINATE WITH BOTH AS TO POSSIBILITY OF USING A COMBINED TRENCH AND CONDUITS. © NEW LOT LIGHT. E.C. TO INSTALL CONDUIT & WIRE TO PANEL O7 OWNER PROVIDED TEXAS ROADHOUSE SIGN(N.I.C.).. SIGN CONTRACTOR TO INSTALL AND ELECTRICAL SIGN CONTRACTOR WIRES TO PANEL ® FIRE SAFETY CONSTRUCIJ FIRE DEPARTMENT CONNECTION. G.C. TO COORDINATE WITH FIRE MARSHALL AS TO MAKE AND MODEL ® PUBLIC UTILITY EASEM T 15' WIDE EASEMENT SEE SP -1 SHE FOR LOCATION. 10 FIRE HYDRANT G.C. TO CONSTRUCT NEW FIRE HYDRANT ASSEMBLY, 6' DUCTILE IRON CLASS 53 PIPE FOR HYDRANT, FITTINGS, TAPING SLEEVE AND VALVE, ALL VALVES, VALVE BOXES, APPURTENANCES, AND THRUST BLOCKS. SEE SHEET SP -2 FOR ELEVATION OF HYDRANT. UTILITY NOT■ 1. UTILITY INFORMATION SHOWN HEREON WAS OBTAINED FROM THE BEST AVAILABLE SOURCE AND MAY OR MAY NOT BE EITHER ACCURATE OR COMPLETE. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR VERIFYING EXACT LOCATIONS OF EXISTING UTILITIES AND IS RESPONSIBLE FOR ANY DAMAGE TO ANY UTILITIES, EITHER PUBLIC OR PRIVATE, SHOWN HEREON OR NOT SHOWN HEREON. 2. THE GENERAL CONTRACTOR SHALL CONFIRM ALL NEW UTILITY TAP LOCATIONS WITH THE UTILITY OWNERS. ALL FEES SHALL BE THE RESPONSIBILITY OF TEXAS ROADHOUSE. 3. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO VERIFY THE ACTUAL LOCATION AND AVAILABILITY OF ALL EXISTING AND PROPOSED UTILITIES IN THE FIELD PRIOR TO GROUND BREAKING. 4. UNDERGROUND CONDUIT TO SIGNS, LOT LIGHTS, ETC. SHALL BE PLACED IN GRASS OR LANDSCAPE AREAS WHEREVER POSSIBLE. THE LOCATION OF THE CONDUIT AS SHOWN ON THESE PLANS SHALL BE CONSIDERED TO BE SCHEMATIC WITH ACTUAL LOCATION TO BE VERIFIED BY THE GENERAL CONTRACTOR. 5. SEE SHEET E-1,2 FOR SIZE OF CONDUIT AND WIRE ON ALL ELECTRICAL SERVICE. 6. NEW LOT LIGHT FOUNDATION BASES, CONDUIT AND WIRING ARE BY THE GENERAL CONTRACTOR. POLES, FIXTURES, ANCHOR BOLTS & HARDWARE SUPPLIED BY OWNER & INSTALLED BY THE E.C. 7. ALL NEW LOT LIGHTS AND THE MAIN IDENTIFICATION SIGN SHALL HAVE A MINIMUM 10 FEET CLEARANCE FROM ALL OVERHEAD 8. G.C. IS RESPONSIBLE FOR PERMITS AND/OR APPROVALS NECESSARY FOR ANY WORK IN ROADWAY OR RIGHT OF WAY. 9. THE GENERAL CONTRACTOR SHALL CONFIRM ALL NEW UTILITY TAP LOCATIONS WITH THE UTILITY OWNERS. ALL FEES SHALL BE THE RESPONSIBILITY OF TEXAS ROADHOUSE. J T I L I T lyj' C UO' ! 1, , ELECTRIC SERVICE: CITY OF COLLEGE STATION B00 AMP MAIN B Rev. Landscaping per ATTN: TONY MICHALSKY CIR FRAME TRIP NO OF NO. SIZE RATING POLES INTERRUPTING CAPACITY (NOTE 1) LOAD SERVED WM SIZE KW LOAD Paws Revisions per 800 800 3 65K -ME MAIN - - 100% RATED BREAKER - NO EXCEPTIONS 1 100 70 3 FC DISH MACHINE 4-#3,1-06 GND, 11/4"C 21.3 EQUIPMENT NO. 80 2 100 60 3 FC RTU -1 4-#3, 1-#B GND, 11/2"C 229 121/2 TON NOTE 2 (63.6 MCA) 3 225 150 3 FC RN -2 4-f1/0, 1-#6 GND, 2-C 33.1 15 TON NOTE 2 (920 MCA) 4 225 150 3 FC RTUI 4-#1/0, 1-06 GND, 2'C 33.1 15 TON NOTE 2 (920 MCA) 5 100 Be 3 FC RTU -4 4-#3, 1-#B GND, 11/2'C 229 121/2 TON NOTE 2 (636 MCA) 6 100 80 3 FC RTU -5 4-#3, 1-#B GND, 11/2'C 229 121/2 TON NOTE 2 (636 MCA) 7 225 175 3 KC PANEL A 4-#2/0, 1-J6 GND, VC 46.6 TELEPHONE SERVICE 8 225 200 3 KC PANEL B 4-13/0,1-06 GND, 21/21 49.8 BRYAN, TEXAS 77803 9 225 175 3 KC PANEL C 4-#1/0, 1-#6 GND, 2"C 47.0 10 100 100 3 FC PANEL D 4-#1, 1-#6 GND, VC 19.2 11 225 200 3 KC PANEL E 4-#3/0, 1-16 GND, 21/2'C 54.4 12 100 100 3 FC -SHUNT PANEL S 4-#1, 1-#6 GND, YC 19.1 SHUNT TRIP BREAKER TOTAL 3923 NOTES- OTES 1. DESIGN BASED UPON USE OF SQUARE I -LIMITER TO ALLOW USE 2 VERIFY M.O.C.P. W/ M.C. PRIOR TO CIRCUIT INSTALLATION. 1. OF 10 K 0 BRANCH PANELS PANELS INTEGRATED EQUIPMENT RATING TO BE 65K. USE KC & FC TO FEED BRANCH PANELS, 3. CALCULATION BASED UPON TABLE 220-36 19% N.EC. RTU'S (NEW & EXISTING) & ALL OTHER EQUIPMENT. 3923 x .65 =258.0 TOTAL CONNECTED LOAD: 392.3 KW CALCULATED DEMAND LOAD 258.0 KW/ 708.3 A FOR ESTIMATION PURPOSES ONLY - SEE "E" SHEETS FOR SITE PARTICULAR SPECS. REVIEWD COMPLEAN CE OR FEB 2 3 2000 COLLEG T DEVELOPM GENERAL NOTES: SEE SHEET SP -1 FOR GENERAL NOTES. KE NOTES: 1 WATERLINE CONSTRUC= 6" FIRE SUPPRESSION LINE AND 2' DOMESTIC WATERLINE CONNECTION TO EXISTING 8" WATERLINE ALONG THE SOUTHEAST PROPERTY LINE. CITY OF COLLEGE STATION WATER MAKES THE TAPS AND PROVIDES THE METER (THERE IS A FEE FOR THIS SERVICE AND A FEE FOR THE METER) GENERAL CONTRACTOR: G.C. IS TO INSTALL THE METER. G.C. IS TO PROVIDE AND INSTALL 6' FIRE SUPPRESSION LINE AND 2' DOMESTIC WATERLINE TO INSIDE OF BUILDING, ALL VALVES, ALL BACKFLOW PREVENTION DEVICES, DETECTOR CHECK VALVES, 6° DUCTILE IRON CLASS 53 PIPE FOR FIRE SUPPRESSION SYSTEM, 2' TYPE 'K' COPPER DOMESTIC WATER SUPPLY, & 1' TYPE 'KD COPPER IRRIGATION WATER LINE. ALONG WITH TRENCHING, BEDDING, AND BACKFILLING. THE 6' SPRINKLER LINE WILL HAVE A DOUBLE DETECTOR CHECK VALVE. THE 2' DOMESTIC LINE IS METERED WITH AN RPZ BACI(FLOW PREVENTION DEVICE. THE 1' IRRIGATION LINE IS METERED WITH AN RPZ BACKFLOW PREVENTION DEVICE METERS AND RPZ DEVICES MIDST BE INSTALLED INSIDE THE BUILDING. THE RPVS ARE TO BE INSTALLED BEHIND THE METERS. ALL PRODUCTS AND INSTALLATION PROCEDURES ARE TO BE PER THE CITY OF COLLEGE STATION SPECS. O2 E•_ECTRICAL SERVICE CONSTRUCTION TRANSFORMER PRIMARY CONDUCTORS. METER SOCKET. TERMINAL 1116 eNn r T'i PROVIDED BY THE CITY OF COLLEGE STATION ELECTRICAL DEPARTMENT, G.C. TO PROVIDE TRANSFORMER PAD- , 2-4"-SCH. 40 . E.ECTRIC CONDUIT, TRENCHING, BEDDING, & BACKFILL G.C./E.C. TO PROVIDE AND INSTALL SECONDARY CONDUITS, CONDUCTORS, C.T. CABINET, & 1" CONDUIT TO METER SOCKET. COORDINATE WITH UTILITY. O GAS SERVICE CONSTRUCTION f �,,S COMPANY {T)N) MAKES TAP SETS AND•PRQkMES GAS METER. (•{HERE ARE FEES FOR BOTH), G.C. TO STUB LINE FROM BUILDING, PROVIDE AND INSTALL 2° PLASTIC LINE FROM BUILDING TO PROPERTY LINE ALONG WITH TRENCHING, BEDDING AND BACKFILL COORDINATE WITH UTILITY. ® SANITARY SEWER SERVICE CONSTRUCTION GENERAL CONTRACTOR TO PROVIDE AND INSTALL 4'& 6' SANITARY LINES, CLEANOUTS, 1060 GALLON GREASE TRAP, CONNECTION TO EXISTING LATERAL, . TRENCHING, BEDDING, AND BACKFILL CONSTRUCTION PER THE CITY OF COLLEGE STATION SPECIFICATIONS AND DETAILS. COORDINATE WITH UTILITY. O5 TELEPHONE & CABLE SERVICE CONSTRUCTION GENERAL CONTRACTOR PROVIDES 2-4•' P.V.C. CONDUITS WITH PULL CORDS FOR TELEPHONE AND CABLE TV SERVICE, GTE: DOES INSTALLATION OF TELEPHONE SERVICE, TCA CABLE: DOES INSTALLATION OF CABLE TV SERVICE, COORDINATE WITH BOTH AS TO POSSIBILITY OF USING A COMBINED TRENCH AND CONDUITS. © NEW LOT LIGHT. E.C. TO INSTALL CONDUIT & WIRE TO PANEL O7 OWNER PROVIDED TEXAS ROADHOUSE SIGN(N.I.C.).. SIGN CONTRACTOR TO INSTALL AND ELECTRICAL SIGN CONTRACTOR WIRES TO PANEL ® FIRE SAFETY CONSTRUCIJ FIRE DEPARTMENT CONNECTION. G.C. TO COORDINATE WITH FIRE MARSHALL AS TO MAKE AND MODEL ® PUBLIC UTILITY EASEM T 15' WIDE EASEMENT SEE SP -1 SHE FOR LOCATION. 10 FIRE HYDRANT G.C. TO CONSTRUCT NEW FIRE HYDRANT ASSEMBLY, 6' DUCTILE IRON CLASS 53 PIPE FOR HYDRANT, FITTINGS, TAPING SLEEVE AND VALVE, ALL VALVES, VALVE BOXES, APPURTENANCES, AND THRUST BLOCKS. SEE SHEET SP -2 FOR ELEVATION OF HYDRANT. UTILITY NOT■ 1. UTILITY INFORMATION SHOWN HEREON WAS OBTAINED FROM THE BEST AVAILABLE SOURCE AND MAY OR MAY NOT BE EITHER ACCURATE OR COMPLETE. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR VERIFYING EXACT LOCATIONS OF EXISTING UTILITIES AND IS RESPONSIBLE FOR ANY DAMAGE TO ANY UTILITIES, EITHER PUBLIC OR PRIVATE, SHOWN HEREON OR NOT SHOWN HEREON. 2. THE GENERAL CONTRACTOR SHALL CONFIRM ALL NEW UTILITY TAP LOCATIONS WITH THE UTILITY OWNERS. ALL FEES SHALL BE THE RESPONSIBILITY OF TEXAS ROADHOUSE. 3. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO VERIFY THE ACTUAL LOCATION AND AVAILABILITY OF ALL EXISTING AND PROPOSED UTILITIES IN THE FIELD PRIOR TO GROUND BREAKING. 4. UNDERGROUND CONDUIT TO SIGNS, LOT LIGHTS, ETC. SHALL BE PLACED IN GRASS OR LANDSCAPE AREAS WHEREVER POSSIBLE. THE LOCATION OF THE CONDUIT AS SHOWN ON THESE PLANS SHALL BE CONSIDERED TO BE SCHEMATIC WITH ACTUAL LOCATION TO BE VERIFIED BY THE GENERAL CONTRACTOR. 5. SEE SHEET E-1,2 FOR SIZE OF CONDUIT AND WIRE ON ALL ELECTRICAL SERVICE. 6. NEW LOT LIGHT FOUNDATION BASES, CONDUIT AND WIRING ARE BY THE GENERAL CONTRACTOR. POLES, FIXTURES, ANCHOR BOLTS & HARDWARE SUPPLIED BY OWNER & INSTALLED BY THE E.C. 7. ALL NEW LOT LIGHTS AND THE MAIN IDENTIFICATION SIGN SHALL HAVE A MINIMUM 10 FEET CLEARANCE FROM ALL OVERHEAD 8. G.C. IS RESPONSIBLE FOR PERMITS AND/OR APPROVALS NECESSARY FOR ANY WORK IN ROADWAY OR RIGHT OF WAY. 9. THE GENERAL CONTRACTOR SHALL CONFIRM ALL NEW UTILITY TAP LOCATIONS WITH THE UTILITY OWNERS. ALL FEES SHALL BE THE RESPONSIBILITY OF TEXAS ROADHOUSE. J T I L I T lyj' C UO' ! 1, , ELECTRIC SERVICE: CITY OF COLLEGE STATION ELECTRICAL SERVICE DEPARTMENT Rev. Landscaping per ATTN: TONY MICHALSKY Owners Specs.. 1101 TEXAS AVENUE COLLEGE STATION, TEXAS 77840 Rev. Grading PHONE: 409-764-3660 Revisions per FAX: 409-764-3452 DRAINAGE, WATER, CITY OF COLLEGE STATION & WASTE WATER WATER SERVICE DEPARTMENT SERVICE: ATTN: VERONICA MORGAN City comment letter 1101 TEXAS AVENUE dated 01-27-00. COLLEGE STATION, TEXAS 77840 New Bldg. Footprint PHONE: 409-764-3570 Rev. roof drains and FAX: 409-764-3496 FIRE MARSHALL CITY OF COLLEGE STATION Added 15' P.U.E.. FIRE MARSHALL'S OFFICE AIN: JON MIES, FIRE MARSHALL Rev. Landscaping per 11.01 TEXAS AVENUE 2/18/00 City Rev. Ltr. COLLEGE STATION, TEXAS 77840 PHONE: 409-764-3781 FAX. 409-764-3403 GAS SERVICE: TXU ELECTRIC AND GAS ATTN: PAUL LEVENTIS 4200 STATE HIGHWAY 6 SOUTH BRYAN, TEXAS 77802 PHONE: 409-774-2507 FAX: 409-774-2503 TELECABLE SERVICE: TCA CABLE ATTN: MIKE LAVENDER 4141 EAST 29th STREET BRYAN, TEXAS 77802 PHONE: 409-774-2527 FAX: 409-774-2528 TELEPHONE SERVICE GTE ATTN: JIMMIE HAWLEY 301 INDUSTRIAL BOULEVARD BRYAN, TEXAS 77803 PHONE: 409-821-4724 FAX: 409-822-1627 WATERA SEWER L A WATER DEMANDS: SEWER LOADING: MINIMUM: 2,7 GALLONS PER MINUTE AVERAGE: 7,000 GALLONS PER DAY MAXIM'.IM: 24.0 GALLONS PER MINUTE PEAK: 21,000 GALLONS PER DAY -AVERAGE- 8.3 GALLONS PER MINUTE SCALE: 1'=20' 0 20 80 1,0 4® SCALE IN FEET PERMIT SET REVISIONS Q9-21-99 Rev. Landscaping per Owners Specs.. Al2-13-99 Rev. Grading Al/13/00 Revisions per City comment letter dated 01-10-00 ® 2/04/00 Revisions per City comment letter dated 01-27-00. New Bldg. Footprint Rev. roof drains and added catch basins. Added 15' P.U.E.. A2-18-00 Rev. Landscaping per 2/18/00 City Rev. Ltr. SHEET TITLE UTILITY SITE PLAN SCALE: 1" = 20' SHEET NUMBER TRH -COLLEGE F.M 60 0:48 0.88 Q• 6 132 8.18 1 0 T - - "J 2 STATE HWY 30 20' P .U.E. 1.33 0 7 HARVEY RbAD VE _ 2@ , 8.44 .7.37 .11.4 �1� � 112.0` 5 q6.2 lel 16. �F ' 2.8 . `y/ 4.28 3.34 29 i5.5 24.5 '24.8 18.3 16.3 11.7 9 4 .41 7.63 •' 8.84 1 0:3 16.9 Louisville,.KY 40218 1-7 7.30 8.48 8.93 7.78 5.96 i 6. i0 7.1�D 6.19 6.18 7.69 I 7.98 6.62 \1 1 01 9.04 8.07 7.01 8 4.06ZB __ 47 1.95 45 �7 :. 1. ''.. e. .. ..... ., -. .._.s.,. _ c ;^ . 4. 9 3.85 3.35 3 5 . 3: 16.1 10. 9.39 8.07 6.18 6 2 8 21 5 B 8.04 8.43 io 8.44 .7.37 .11.4 11.8 0 112.0` 5 q6.2 lel 16. �F ' 2.8 . `y/ 4.28 3.34 29 i5.5 24.5 '24.8 18.3 2' 3.4 40.5 41.5 (23.5 • 43.1 } 29.2 D°t' 07-27-1999 D4""8' 877/707-7378' 1 27.1 27.8 ! .5 Louisville,.KY 40218 1-7 7.30 8.48 8.93 7.78 5.96 i 6. i0 7.1�D 6.19 6.18 7.69 I 7.98 6.62 \1 10 8.00 11.6 11. 8.55 6.38 \75 3.55 2.t�\ .16 7.99 5.5)3, 4.28 3.34 .62 Accusery PSupply, Eq ui ment & Site L.i ht i n Pro osa' l Project A Texas .RoadHouse Cltent ' Single Head, 1/1000W, 28' Pole Co l le `e Station, Texas P*-°je&t N& 7C*1" is= 20 ft, I 502/961-0096 D°t' 07-27-1999 D4""8' 877/707-7378' 3865 Produce. Road #208 Fax, 502/961-0357 Louisville,.KY 40218 Fixture Schedule Qty Type Description Q A 0 13.1 9.77 7.15 4.80 .33 Single Head, 1/1000W, 28' Pole AVERAGE T r c = -78 p 7. / 2ASB RS MH1000 28 Dual Head, 2/1000W, 28'. Pole MAXIMUM f c _ 43, 1 18.5 12.5 8.29 25. .50 Triple Head, 3/1000W, 28' Pole MINIMUM -Fc = .48 fifr s 4.59 \1 Quad Head, 4/1000W, 28' Pole AVERAGE/MINI MUM = 16, 21 y 7 5 17 9 5 , .50 �` w/ Temp(ate, Double Nut/Washer. MAXI MUM/MINI MUM = 89, 79 s1 x LO TOTAL NUMBER OF POINTS = 635 D 14.0 1 .4 7:32 4.83 4.73 .34 ----- ■ .57 � Z / /4 8.24 6:05-7- 40- - - - - 3 s� ;"k J 7.00 6.18 N .95 M 8.52 5.72 . 6- -- -- J Fixture Schedule Qty Type Description Q A 1ASB RS MH1000 28 Single Head, 1/1000W, 28' Pole 2 B 2ASB RS MH1000 28 Dual Head, 2/1000W, 28'. Pole 2 C 3ASB RS MH1000 28 Triple Head, 3/1000W, 28' Pole 1 D 4ASB RS MH1000 28 4.59 3.45 -?:73 Quad Head, 4/1000W, 28' Pole 5 Anchor Bolts f w/ Temp(ate, Double Nut/Washer. W 6.71 .96 3.64 2.87 m 5.73 4.59 3.45 -?:73 f N ---- 6.11 4.73 3.86 3.11 .57 3 s� J 7.00 6.18 14 3.92 .95 M L LL 5.57 9. 9 13.0 17. _ - 14. 8.69 5 0 .63 2.88 3.04 3.06 4.4 v � 19 7.92 8.90 10.8 19.2 19.5 12.4 9.29 8.27 6.42 4.48 .24 " 9 10 { 1 01 7. 9 8 12.6 17 30.8 32.5 0.0 13.7 .4 .68 .04.52 1( 6.49 .93 14.6 24.9 C 30. 16: 8. 9 6 50 09 4.11 3.62 3.55 .7 4 1 0 //b1 1 l 5 6.91 I �86 13.8 21.1 30.7 25. 13.5 8.56 7.06 5.5 4.20 . 3.71 3.66, 3.80 4.19 5.17 7.26 0.1 13.6 9.4 34.1 33.8 22. 15.2 11� 7.86 22 .56 01 { REVISIONS / ` �. 1Q9=21=99 I IRev. Landscaping per: ` 6.11 8.70\\,.l0.8 15.7 T8.0 17.4 11.9 8.57 6.78 516 4.05 3.66 3:62 3.70 3.99 82 6.54 8. 11.7 15. 24.4 24.6 17.7 12.9 9.63 7.01 4.73 .31 Owners Specs., 6" OAK I I10 �� �12-13 6" OAK 5 9 6.40 8.23 1010.9 10 8. 6 7: 5 29 3.64 3.48 3.52 3.50 3.6 4. 5.2 8.3 11. 16. 1f.2 1 .5 60 7.15 5. 4 3.96 t Rev. Grading �\ I 2 1 12' OAK 1 13 00. Rev 9 o �) 12" I Q / � isions per 10) I Y 1 11 .38, 4. 5.50 6.11 6.50 6.5 5. 0 7 19 40 3.09 3.07 3.18 3.19 3.0 3. 3. 9 6.54 8.6 10. 11 1 33 92 3.70 2.84 29� Cit COmmeflt letter i� 5 dated. 01 .10 -00 _ _, - { �. ® 2/04/00 Revisions per, _ 10" o K 2.52 3.00 t2" 3A1>3 64 31�$3oAK 3.43 3.06 2:73 2.66 2.57 " 2.6 2.64 2.54--�2 �k0 - -2506 _5.01 6.88 7.12 6.20 5. 8 3.73 2.70' 2.10 71 10" OAK - 8 OAK 10" - OA -- - - L City comment letter :- 8. OAK 10" OAK -- - 12" OAK dated 01 27 00 12" OAK Q New .Bldg.. Footprint• 8 1AK 8" OAK 14' oak 20' UTILITY EASEMENT 8' OAK Rev.,,roof. drains and .. OAK(-- . 8 OAK 8" OAK 12" OAK , VOL. 2232. PG. 115 B.C.D.R. . 1o" OAK added; catch` bdsins. ` W -W -W- � 10"oaK W W -W -W' -W --`W - Added' 15' P.U.E. GTE FIBER OPTIC MARKE W - W - W -- W W -- W W - �! W - W - W W - OOD P T -_ W - W - - W W -4� W W -W W W--'W-W W W -W_- CABLE N�� _ _ ............ FIBER OPTIC MARK r a , . EXIST. 8x6 TEE S 69-43'21- W 160.87 WOOD SfGN 7'57* W 114.25' _ S 66'1 • & GATE VALVE EXISTING 8 PVC WATERLINE EXISTING 8",PVC WATERLINE GTE FIBER OPTIC MARKER POINT OF B E GI N N N G EXIST. FIRE ------------ - ------------=-------------------------- HYDRANT BURIED TELEVISION ASSEMBLY -------------------------------------------- -------------- APPROXIMATE LOCA UNDERGROUND ELECTRIC (PER PLANS) "- - - - - - - - - - - - - - - - - - -- - - - - - - T.B.M. y - METAL SIGN ..• ;.•' -• . :. _• - ' .•t.`0{�CREIE. URB c - • O NERETE C • • - • INLET' SITELIGHTINGPLAN , .. .; _' :: ' • tM= 5.07• • .. • _,. :.. -.. • :. , .:•- . ... - . s. • 294. _:- _ '29 .- .... 4 AFI_ NE:7�' ` •2 Q TEXAS ROADHOUSE DH0 STA USE RE U�ANT ;•� IER � loll SRY DRIVE EAST, :.: STA TM, S BRAZOS Y` TEXAS, . �ou�T : , - - ,. • , ... Y•, .. _ . ..• ... iT . ••-� � .��V. L T .. . - ..... .. .. ... , .E .- � .. .. � ... R OCK OI�E GATEVIfAY PHASE 1 Erol E® FOR :. " :.... - � - COMPLIANCE A-37.36 ACRE TRACT DELMAR BROADHEAD _I, LTD. (NOW OR FORMERLY) ASPHALT ` :....... . .: : . . 1roLU�dE 3046 PAGE 100 FEB 2 3 . . ;. 2000 RICHARD CARTER LEAGUE, ABSTRACT•. NO. `8 .� COLLEG TAT APPLK;ANT/DEVEL.OPE� M DEVELO PM • � TEXASROADHOUSE:- 6040 DUTCHMAN'S LANE -SUITE 400 -LOUISVILLE, KY 40205_- (502)426-9984 T a E'1ffis OU _ THE ROBERTS GROUP, PSC 239 S THLANR OR. SUITE C ,LEXINGTON, KY 0503 (13002M-2006 2006 >. J. w •:'.� � . -: ':Y:7Y� .: + 9• -. lL �•::. � :.: �• riL .. .. , . ' --- —III -11 1=� — � �—III—� i E--. , . I_I _ � u ' -: - .. •. m w -I cn T/p�t8 r ..*7 : `' •'.. J/.CuHe .. h :+ , :: • .., T p)tffi . ..:+.3` . ,. ':: T- M!m , / + s' T/a>Re 4 to. 6 COMPACTED AGGREGATE BASE D D �D 0 (p� TROT. COMPACTED TO pQp� L�JO� �U + z' B/CUA + �' a/«U� + + 3• B/a1RB o -- 11D MAXIMUM DENSITY.7 SCALE: N.T.S. D p D D p D �lQ�1D�C�ap paG����1C� S��1 ��(=)iT —III= UNDISTURBED OR COMPACTED -__0 O g m /� a --imw „SUBGRADE SCALE: N.T.S. --...- - - - _ --- - - - III ....... .'-1..,I .�I ......+ I .-.+ .... ,'.'�.7.,..1+ I I.3.I 0 .+. .I...+"-.N-7.1N7I =.+. 7 I. _ .I C7.�ff1k.. I- "�7, :..VI ...I . ...._.... ,%�..V....I ...,�1I �' �7: ',I.',...._, -I ....%. . .% ...% I., ...'�.. ..I/ I+1 .I.? ;��.;�..I .- .....,I ... ;.-I_. . . . :-.....:..::. - ...........:............... .....:..I -..: .., , I / ..::........... EIS ., .....- :, ._..:.....:..:... X TING TARP . .. . 4_ . SEWER' • HOLE ......................- .......>.......:........-..-- -: O D .. _ E BY SILT FENCE O E'ESSP.Ui 1C ....... :.. .. ,.... _,:,.-..::..........,.. ..........-....--.. .\ :. :........ ........_ . , ..0 I .... TIL TY.);`A5 .........:........:. . E . ,:.... .. ... IST. ....:.. 297.03 ... 8 ..:.. . ... . ............:. , _ �........SA.L-A . ..... SA Y ?tI-.TI R 9. .....T% ..R... :.. 293. \ . 296.88 6. :...... :. :.::. .�:....:...:.......... 29 53 .. �. .., ..::........'.\':: ......-.:..,.-.. -:...- ..29 .. T.o _ um 2 SAN..,...SRN..... :......... N......SAN.... S SAN SAN AN y `� ... SAS! .. AIV -� - ... S -�J. .....-... . I�,.. SAN.. ...:... ....:...._...,..:.... --�- \tel/ .�qtV..... ,S�1.Y_.......-. '.\ ....._'.s .-,... .. ......:..:... .:...... ....... moi+ :..,...- .... ............:. --j1I 689 \:..::...........:.:................ X75.00 �. Y , . .:.... ........... .,yam --- \ 1 't -- I ! ..r. I I *� SILT FENCE � - .�._, . . -Yue, �. .:.. .. I + + + + + + d a f `1h + u'm } l + cli +++++ ..+ I 294.43 + + ++ I � �. fps. +.+, + +++++++++ ++++ 291.77 +++ 3 + + + . <: 293.93 + : + + + + + + .+ \ 291:27 `++++ ++. +++++++++ + + +++ 20. 06 \ + + + + . + , , 2 .8 : 20 P.U.E.. D 9 � 290.08 I ++ \ }} + +++++++++ ++++ 62+++++ sed`Bu a + �,+, + + 289.56 + 3 ) 289. + + 2 + ++ + + + + , + Rip Ij. 296 II I. 60 4II II '.n.. ROCK S CON TION TRUC ENTRANCES' OWILL` B E CON STRUC -TED i0 THE M N E I IMUM .: . WIDTH" LENGTH IAND N THICKN S ' E S QIM E% O S SHOWN N DETAIL ,: `,i 1 . ,, 2 ROCK WI O f OR AS' -APPROVED RDVED BY LOCAL_STANDARDS. , ; , LL BE AASHT 0 NUMBER _� 1`' ._� GAUGE WIRE '..,` � ': ; ' ` - . , "`" 7 3 FOR INST ALLATi ON ON CLAYEY: ( OR POORLY DRAINED SOI A -GED L$ TEXTILE ., fABRIC`ll NDERLAYMENT, OF A,TYPE RECOMMENDED.FOR SUCH,APPLICATIONS ' - EXISTING 'II COMPACTED BACKFILL - /, . BY THE ;M ANUFACIURER.: WILL BE. USED. 0- �' : j .1 I B. CONSTRUC LION I CONSTRUC71 ON WI " BE TO.THE LL THE DIMENSI ONS'SHOWN ON.THEC ONSTRUCIION DRAWINGS - 1..I _. - .. '� � _ _ .'.: 1. w,. ; �` MAINTENANCE. . ; THE STRUCTURE'S MICKNESS WILL BE CONSTANTLY 12" W_ -W MAINTAINED'TO THE SPECIFIED D DIMENSION BY AODING'R ROCK A P STOCK ILE OF R OCK MATERIAL WILL _+ �`. �_i BE MAINTAINED ON THE SITE FOR:THIS PURPOSE. AT THE END OF EACH �. . - . CONSTRUCTION DAY, ALL SEDIMENT DEPOSITff ON PUBLIC ROADWAYS, ,WILL BE 1 -... q ,. ,- - II REMOVED AND RETURNED TO THE CONSTRUCTION SITE. WASHIN11 G I G OF •THE ROADWAY WITH WATER IS. ., NOT PERMITTED.I M,z ;: •: ,, , _.., �� :;i 1. I 11-.: 'REINFORCEMENT MESH . �2 �. I FI- 114 LTER FABRIC FENCE SCE .++:+ � + { + .++ . + + +++ + + + .+ + + . + .++ + + , +T�p `of+Sp'edd' `+ +'289 7�F }+ ., tti + + + + 4 '+ + + + + + '+ } + i- + i + 4 tF \ a + } + , + + + +. + + + + + +. + + - 296.10 , ++++,V++++++++++ I+ + +++ +++.+++++ + +++,+ s rr,,,,>3 + + + + + + + + + 1:, \ . +• +,, r , + + A DESIGN STANDARDS. + + + + + + + + +1+++++ ++ + 9 + + + + + + + + \ Seed ` B IMI. . I I 1 I -..I I I .I ! . I I I . I . . . I I. .I . I - . . I I . I I I.I I . .. I 1 . .I 1 I I . I I I � . I.1 . .II I . . I I I I I I . II I- II I I . I . I ,I .I --- -J..... - FI I --. ., ---I -_- �� "II + , + + + + + - - + x P P + 793.57 To f ++,# + +#,,+ +++++ + + o Seed \Bu - 293.37 + i + ++ P , � + + # + + + _. P ++ } # } ,y+ ,\ ; '+ } +, +#+ i 1 3.7 __ \ . �tI- ,; ++#+++ + ---- + } +{ ++ + 4++ 4 # 4 # '+ + + , I y 't' 294.07 #+ , } + F 4 + + + ' + + + + + +::.,,. N rn + SILT FENCE 293.57 ++++++, } }+, \ 1 N ♦+t+ ++ +++++ # } + N , sic.. .. + , , + c,,+ -- - # + , t , + , # + t + s _+ \ + `++ ._+ } + + - � i h + } + +,a # +{ ,+ # 1 2 - + + + + ++ 294 57 1I 1I . �: ; GENERAL GEO TEXTILE `FABR C I (FILTER CLOTH) FENCE MATERIALS ARE • W AVAILABLE FROM VARIOUS MANUFACTURERS. MATERIAL AND PERFORMANCE ,,, 1 SPECIFICATIONS MAY VARY SLIGHTLY BETWEEN DIFFERENT BRANDS. HOWEVER, WHEN USING A GEO TEXTILE FABRIC- f CON S OR 7RUC7ION OF A VERTICAL L w ~`. :i SEDIMENT CONTROL FENCE, ONLY THOSE FABRIC TYPES SPECIFIED°FOR SUCH USE BY THE MANUFACTURER SHALL BE USED. �,�. B. DESIGN STANDARDS: -.. Q : ;! (1) FILTER FABRIC FENCE WILL BE PLACED AT LEVEL GRADE: BOTH ENDS OF A FEN �. CE SECTION WILL BE EXTENDED UP SLOPE SO THAT THE .THE BOTTOM, OF THE FENCE SHALL END AT THE TOP OF THE FENCE ELEVATION.14 j . • + + + + , . + ♦ + + + # , , , + (2) FILTER FABRIC FENCES WILL BE DESIGNED TO CONTROL'RUNOFF FROM D 295.49 294.07 \ �' 9 : 4 ; +} \ '+'�`,++'+'+`,'+'a'+'#'�'+',' ',' DRAINAGE AREAS THAT DO NOT EXCEED THE MAXIMUM SLOPE TO SLOPE \ + + + + # + + + « « \ IENGTN RELATIONSHIPS SHOWN IN TABU °I (3) 18' HIGH FENCE SHALL BE INSTALLED ACCORDING TO THE DETAILS SHOWN • , D IN DETAIL ANY FENCE GREATER THAN 18 HIGH, MAY BE INSTALLED ': ++ - 1- - ` \I- I +I`+ . ,+'+:+'.'+ +',:,y+y+ ACCORDING TO THE DETAIL ON THIS SHEET. AS LONG AS THE.MAXIMUM \ I . . + . ' . + + , + +, . ' , i 1. ' +' + i + - - - SLOPE LENGTHS FOR THE 18` HIGH FENCE ARE OBSERVED. + I + + , I 4 30- HIGH FEN OR ANY HEIGHT FENCE IN \ 6.00 T 293.3 1 + + + + + « , t) FENCE, INSTALLED ON UNCOMPACTED (I �\I _- -- - - -- \ 292.8 I 290.15 2$992 ` ,' +' + f +' FILLS OR EXTREMELY LOOSE UNDISTURBED SOILS WILL 8E CONSTRUCTED TO THE DETAILS SHOWN ON THIS SHEET. THE DESIGNER MAY " n. ® _0 II _ I , + I INCREASE/DECREASE THESE DIMENSIONS TO FURTHER STRENGTHEN THE �"�' , I y fn " I\ �_ _= n \ I I ,'. +' 'a'+',' SECTION. ROCK BUTTRESSING OF THE TOE ANCHOR IS ALSO ADVISABLE. . D ----------- , , + , ,, - - - \ , + D UNDER CERTAIN CIRCUMSTANCES _ �, - \ \ 1 + ; \ 9, I _ - - - - 8. DESIGN RESTRICTIONS: `` 298.50 I \ Top of eed Bump 91.84 I C]: r: ;, \ 1 291.45 \ . 1 THE Fat D () MATION OF CONCENTRATED FLOWS ON THE'DRAINAGE SLOPE ABOVE- �' ' 298.00 297.63 . . . . _ .. ;: . - M 1, - = = 9 290.95 \ - ^ _ I A FILTER:FABRIC FENCE INSTALLATION IS NOT PERMITTED. IF U \ - - ---� '.. L.: ' . I i` I I -1111'' ". \ I . I \ CONCENTRATED FLOWS DO OCCUR. DIRECT SLOPE STABILIZATION MEASURES W) '- �, '. �' \ \ ( ., IMUST BE EMPLOYED TO' PREVENT SUCH "CONDITIONS. �` , " m " " o •' mamI I I� - I CONSTRUCTION SEQUENCEI - - - - 1 + + + +. .u>: - (2) FILTER FABRIC FENCES WILL NOT BE Pt ACED IN ANY .AREA -0F N `- 296.50 I 1 - + •+ . ;> - , + - _ The contractor is responsible for ensurin that erosion is minimized and that coNc NTRATED Flows su I L_ 10, `' 0 .1 ' 298.85 \ I 295.97 + , + ,4+ , + , + + , , , + SWALES, CHANNELS, ETC, c 9 CH AS DITCHES, ; \ \ I 1 \ • S' ` * u ' *W +' a + + , ++ . N compliance with all applicable Federal, State, and Local laws, regulations, and (3) FILTER FABRIC FENCES WILL NOT BE USED IN AREAS WHERE ROCK OR c r 298.35 D \: 1 295.47 1 ,' � i � �' ' + - I ordinances is maintained throughout execution of this ro ct. ROCKY SOILS PREVENT THE FULL AND UNIFORM ANCHORING OF THE FENCE o Y N - �- \ I \ YTop,,gf SRe �ujn�- _+2,91., *. - - - - 1 1. Construct construction entrance pad.TOE0 , -cn\ \ I , , , + , +� , + -+ -+ + , + + + , \ 4 FILTER FABRIC A - dam: 0 O N in - + - . , , I I 2. Install silt fence, detention silt basin &sediment trap as show O ABR M TERIN WILL NOT BE_ PLACED ACROSS THE ENTRANCE TO o cy,.+- / p non plans. PIPES at CULVERTS AND WILL NOT E!E WRAPPED AROUND THE PRINCIPAL : N m =� u, - I , + + , } ' + 3. Place stone on entrance drive and parking areas. SPILLWAY STRUCTURES OF SEDIMENT TRAPS OR BASINS. � 0 -5 X o _.-- ---- 1-11 -11 TEXASROADHOUSEI �'.'.'+ 291.29 ,',' I I �, 1 n +-, *;+; +� - a -.'1,+,+.%%1( 4. Excavate and promptly seed/mulch perimeter areas of site. NV) D I I D I rn I N 'a`+',':',`cv+'+'.'+' .." � 5. Grade and excavate for Building pad and Foundation area. c //�� N + + w + + , ' . co G INSTALLATION: - -- - - M 296.38 6 3O Svi. FT \ 1 I I , + , +'+'.', N 7. Construct building. +.. 295.88 ( \ - - - - 2 .27' , , + , r 291+®9` . , ' - - - - ( (1) A TRENCH WILL BE PLOWED OR OTHERWISE EXCAVATED TO THE REQUIRED �I 3 ( \ I ,' 8. Fine grade around building, spread topsoil, seed or sod as applicable. DEPTH WITH LITTLE, IF ANY, DISTURBANCE TQ, THE d D \ ( 296.50 142 SPACES \ I I 296.04 I +'-`#`,' `+'I '•' '.',','+'.',',' { I 9. Fine grade parking area, add stone where necessary, construct structures. DOWNSLOPE SIDE OF THE TRENCH. THE BOTTOM OF THE TRENCH AND THE -- -- - �� I FINISHED FLQOR = 296.50 296.50 1 - _) 295.54 1 I ;+','}',','+1++'. - - - 10. Fine grade and seed or sod disturbed areas. FENCE TOP WILL B PLACED ON A LEVEL GRADE: WHEN IT IS NECESSARY ,':'.' -_ "�r6', ( \ ) I �,+ ;;;, '1_'.*; I 11. Remove all erosion control structures. TO CROSS SMALL DEPRESSIONS, THE TRENCH BOTTOM AND FENCE IOP EDGE' - - t I " I I it') � � 1 \ I �D f w MAY DEVIATE SLIGHTLY FROM THE l EVEI GRADE. 'GRADES IN SUCH D I I , + + + . '+`+'+ `+'+'+, D � 1 2. Remove accumulated silt from all existing drainage SECTIONS WILL NOT EXCEED ONE PERCENT (1t), NOR WILL THE DEVIATION EXTEND FOR ORE THAN 25 FEET N 1++,'.'.','+ t #+ D. 1Isi � I 1 ',','.','4','+'+'♦`+'a'+'+" +' & I (2) SUPPORT STAKES WILL BE :DRIVEN TO THE REQUIRED DEPTH (0 II I 1 4,,, + + t + , , + ♦ . +++ + ,� D BELOW THE EXISTING GROUND SURFACE, AT SPECIFIED INTERVALS. . • \ \ I \ I I ' I I +`+' ';*I' , + + , , + +1 (3) STRETCH AND FASTEN FABRIC TO THE UPSLOPE SIDE OF THE SUPPORT • \ I D I -V, \ ( 1 1 ` ' + ' ' ` . , • . ` +' , ' , ' +' + ' +' . ' + IKSILT FENCE STAKES (IF REINFORCED SECTION, FASTEN REINFORCEMENT MESH PRIOR 1. - -- - -_ - 1 6� I I + 1,% t , .I TO FASTENING THE FABRIC). I - - - - - - - i I ','i'.0 I+ I ++` 1' (4) WHERE ENDS OF FABRIC COME TOGETHER: THEY WILL BE OVERLAPPED, a. n, D ---- \ ' 295 46 I + 29t, Ba + + # , +ly N , r `r� > r(� D / FOLDED AND STAPLED TO PREVENT SEDIMENT BYPASS - , 11" • -_ • + , ', - : 296.01 I �°� I I : �_' { ` , + ' . 2,3 -- (5) THE TOE ANCHOR WILL BE BACKFItIED AND COMPACTED TO A DENSITY ` > oG` 7 298.71 \ I 295.51 \ \ NI 111111111111 95.02 I 1 ,1 291 82 ♦ I EQUAL TO SURROUNDING SOILS �t c , y 1 y 298.21 \ \ 0 94.52 1 1 ' +'+'.' ' -• a , V; 041 - - 295.94 \ ( I ; • : t } , : , ` . �! ` (6) IF CONSTRUCTING A REINFORCED SECTION, ATTACH GUY WIRES TO _ 7 y $ : - \ 295.44 \ I • / _ SUPPORT STAKES. PROVISIONS SHOULD BE MADE FOR EASY LOOSENING AND � .1 ' ' REMOVAL OF THE GUY WIRES TO ALLOW FOR ACCESS .TO PERFORM �J,J �,.,Gc�, 1 �� \ I ( I � i ( `1 MAINTENANCE WORK. �t, �`^s 4 k,a � _ � \ \ I L I - „ I D. MAINTENANCE t ,� _c �,°®n=.. ;,.,_*p - 9 297.99 . ` . .9 \ 29 \ 9$ i I 1 I+:."a`,'+'+ }', + _ - _ _ - -' +. (1) THE FENCE INSTALLATION SHOULD BE INSPECTED AFTER EVERY ��---° a� '� , +,+ PRECIPITATION EVENT. ANY NECESSARY REPAIRS WILL BE MADE 299.21 I 297.49 00 \ 8 ( 1� ' +' . ' + l IMMEDIATELY - 292 I , REVISIONS ,:. 298.71 \ 296. 1 294. 294.62 295.15 1 1 91.66 ' ' ' ' . ' I 11\ \ I 294.4 294.12 294.65 1 292.36 (2) ACCUMULATED SEDIMENTS WILL BE REMOVED AS REQUIRED TO KEEP THE . \ I \ ' a I * ' 291.86 I FENCE FUNCTIONAL IN ALL CASES REMOVE DEPOSITS 9-21-99 \ 297 I I I II 1 I ,+t / 1 ACCUMULATIONS REACH 1/3 THE ABOVE GROUND HEIGHT OF THE FENCE. ReV. LandSCOping per " s • OAK I I \ ,may : - Owners Specs:: •11 1 295.40 ` I 1 291.81 (3) ALL UNDERCUTTING OR EROSION OF THE TOE ANCHOR WILL BE REPAIRED IMMEDIATELY WITH COMPACTED BACKFILL MATERIALS \ I I I 94.90 I 1 I I _,• I 2' 12-13"=99 12" OAK \ 98 I I I 1 I (4)" ADHERE TO ANY MANUFACTURER'S RECOMMENDATIONS FOR REPLACING Rev. Grading l II I I I I I 12" I 1 I I I, FILTER FABRIC FENCE DUE TO WEATHERING. , 299.1 ( 1 I I I oAK 1 294.75 295-25 I I 292.55 II ' I - A C/13commeV sionseper I I 292.05 II Y . n . __ _ __ doted 01-.10-00 . 10"0 K ' ( I I i - ' 12" OAKQ - 10" OAK 8" OAK -- G i-- - ---1 1 8" OAK( 10" OAK 10- T/C=29 __ _ -- __ _ - - - 4 :2/04/00 Revisions per - `�-G 1_ I City comment letter 8" OAK _T -1 6" OAK 10" OAK I 12" OAK " I OA - �12" OAK 1 dated '01-27-00. 8 OAK 114" OAK I I i" OAK 1 O 20' UTILITY EASEMENT : " 6� OA I I 6' OAK I 112' OAK 1 PG. 115 B.C.D.R. New Bldg. Footprint W I I 10 OAK O I 1 VOL. 2232, i VV - W - .____._ ( 1 � I 1 Rev. roof drains and ; i GTE FlBER OPTIC MARKE W - waw -W - W - - 10" OAKO 1 _`!`/_W -W addBd''CatCh,`'baS►nS,.`:�_ JW--W--W--V✓ W1 -W -W_ -W ooDP r I W -W W-W-WI--W-W-W W-W--�W W 1 / W - Added -15' P.U:E , `i CABLE TV - _ _ _ � -4i� W 1 I 1 _- - FlBER OPTIC MARKER .i ..� ..� �L.-�� ��T _ , „_ : EXIST. 8x6 TEE , - - S 69'43'-" W -_ x-'160.87- wooD SIGNS , 114.25 / & GATE -VALVE _ - - S 6617'57"W/ EXISTING 8 PVC WATERLI_tI / i . EXIST. FIRE - -� / EXISTING 8 PVC�WA?ERLINE GTE FlB�R 6PT1C MARKER POINT OF BEGINNNG HYDRANT _ i=-----------_�-- --- ._ ASSEMBLY , ., - ' / ' ,- i � / / /BURIED TELEVISIOty/ _----------- - f / / / / -------- i ALL DISTURBED AREAS SHALL HAVE TEMPORARY SEEDING AND { ----------------- i MULCHING. ALL AR I - �---------------------�---- - - - - -- -- ------------1 -------- --- - ----- EAS THAT ARE PLANNED TO BE BARE FOR MORE / APPROXIMAT jE LOCATION UNDERGROUND ELECTRIC�(PER PLANS) THAN 45 D AYS-`SHALL BE SEEDED AND MULCHED WITHIN SEVEN(7) l ---------- ------------- / , ' �: \ DAYS. ,.: �. ( , r I / \ T.B.M. t 1 - \ \ .. 7 \ . \ - -mss •- - .. ''. .---d META : . , , . ,. , ,,. , CO \ L SIGN _ CR ETE U1R , . I N B ! •� i \ d \ \ , PERMIT SET SUPPORT STAKE ' MINIMUM 10 ` c, _� 1`' ._� GAUGE WIRE '..,` rn Y �' ? SEE SECTION VIEW FABRIC '. g EXISTING 'II COMPACTED BACKFILL - /, 0- GROUND - -1 - -- ` _. •.a)Q w ' FABRIC 12" � ' TOE ANCHOR TRENCHI 11 . o 6" ' 1 "x1 "x12' STAKES . °m -... . ,. ,- - II - M,z . 'REINFORCEMENT MESH . �2 - ,e n am I AASHTO No 1 STONE 8" MIN. - I o STANDARD SECTION 36" MAX. FENCE HEIGHT 1 .1!, _ � F-FI\IPF TNICTA I I A TT(1NI f)E-TA H. TI: c FILTER CLOTH 'E onnv r►rrn u,nr nnnnn� eM-i�rrni, PERMIT SET - - - - - TREE ujuulPROTECTION DETAIL 2 142 SPACES LANDSCAPE NOTES: _ 3 �" � I i NTS S■ 2 W SITE AT FINISH GRADE. THE LLAANDSCAPEE THE _ 3 _. _ �3 �r CONTRACTOR SHALL REVISE GRADES AT A ---I— m ' MINIMUM TO ENSURE SMOOTH TRANSITIONS 5 Y — BETWEEN PLANTING BEDS AND LAWN A �{r LANDSCAPE REQUIREMENTS - - -I- -- C 250 N 2. PLANT MATERIAL: SHALL BE HEALTHY, VIGOROUS i C C C C C C 3 + — — — " �N AND REPRESENTATIVE OF SPECIES. SPECIFIED; DSC -APE POINTS REQUIRED. 2 B 4 I ALL PLANTS SHALL BE WELL BRANCHED AND (` 2 2' 2 2 2 PROPORTNE IOD AND FREE OF ALL INSECTS AND 30 PTS. / 1000 SQ, FT. x 73 944 SQ.FT. TOTAL AREA OF SITE - 2,220 POINTS DISEASES. SM MUST BE CANOPY / REESs 1,110 POINTS t�T BE GANOF�'Y TREES I 3. PLANT GUARANTEE: ALL PLANTS SMALL BE B sf ,re:�� r ,.. SE 3 STREETSCAPF POINT REQUIRED: GUARANTEED TO LIVE FOR TWELVE (12) MONTHS. — —L- — — — — — — — TME GUARANTEE SHALL COMMENCE UPON FINAL 300 POINTS 50 LF FRONTAGE -275/60x300 • 1,650 POINTS (CANOPY TREES ONLY) ARE OF THE PROJECT. IF: ANY PLANTS iTREE 25 L.F. z 275 L.F. (UNIVERSITY DRIVE) - QTY. (II) TREES ( RE DEAD OR IN AN UNHEALTHY CONDITION B B B CzlWq TURFTURF — i BEFORE FINAL -ACCEPTANCE, THE LANDSCAPE 2 22 3 6 IA I I >.TREETSrdPE/?'REE POINTS PROVIDED: CONTRACTOR SHALL REPLACE `THEM AT NIS EXPENSE THIS REPLACEMENT SHALL NOT HE _ =EXISTING CANOPY rNON—PROTECTED` CANOPY TREES CONSIDERED A 'GUARANTEED" REPLACEMENT. 9 — 2r — 14.54 CALIPER EXIST, x 35 POINTS - 315 POINTS __ — —_r4., TOPSOIL REQUIREMENTS FOR PLANTING TURF 9— NEW 3J CAL. LIVE OAKS x 300 POINTS - 2,700 POINTSOPERATIONS AND GRADlNG/MOUNDS SHALL BE - T/fTAI f/ MlLlCn eALL1nv tare an.urr e�w..a n.a-o. -... ......»1. OPERATIONS cnAND . ,-....-.....; ....... .. U (/7 C O i Ue M y O > uA O NCD L p Y 04 O c cD OU+O04 fn p� N m c cD C— 0).3 X 0 REVISIONS 1Q9-21-99 Rev. Landscaping per Owners Specs.. Q 12-13-99 Rev. Grading Q1/13/00 Revisions per City comment letter dated 01-10-00 A2/04/00 Revisions per City comment letter dated 01-27-00. New Bldg. Footprint Rev. roof drains and added catch basins. Added 15' P.U.E.. A2-18-00 Rev. Landscaping per 2/18/00 City Rev. Ltr. DRAWN BY TRG CHECKED BY —.._ RWC DATE December 13, 1999 SHEET TITLE 1"=20' :ET NUMBER 0 •[= :Ilse IN .. MOM S �. ..'�Gn'�SI Y � �� .YIi .. _Yaiu. of t.eti`f'wu �x1.a.'i. �.,_:I yIA�: �n,�Y�� , v€t'- � v. � �:t r f� t - � '"° v 1 �. .<-.a � l- 4 T EISir }t �i'� �="x _'-.s4 ^�'rti },j^,s �+n k F ni.y(. *^r �r 'S: -i' .� lv '"l Vis.-! k *•,�y '�r,�. � 4 K.Sr #�',gTz:._I'r-'"� i' :, 4 t r. 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ROADHOUSE :; Nu LA W H ;`4 i�ki 1.h5 y ar rfi r, 40 x z, ".1L .� Unt Cievatiun iio iE :ISIO( ift-1141aiaraITAKWIRS r xm '.`'a'�,�i . r �,�,Mt x ) *VSs Nj, a .� �si� tai• t � ��; .c �• r?k : 4y {, �i .�.% ;-�'��� kY _ 4 4r �s^'iv .. r 'e" a w �r• is z w� a _ :.r ,»' , r� ''E'Y>)NCh .,[>Y,,,5i4> <>,<ef:C,�,+ r,'LS:1;sL:' s;"....3^J ,<i`>.'::v, Cia �`v+. .:.x:::::ao.. nw.r ,.. ti _ v .. ..,...,. _ .. ,.. - " 3,y •may GENERAL DEMOLITION NOTES4 - y� . ,,g,� r3 ^r^a',+'-,;,,�va^'x .,tea �FC< .a;ir J: 3 J' ::,i!,:. >•'Uf^'a' lr'e �LR>.e v.''., 6 S R.tv' �%.. .>xrtiiai. €4 r s , zmo :- { y., ra,=u, ,e, . t nxw k 't 3r 1. :f u. 3. a y' L *n•• zc .. r _ s �;) v'�:��r;.�s7,n�:'w•. '"� � .c "S-a"#r':dS�'�i'axscr• >et-,ui:.>,�,�`Yi44' or 7 C r r ,.,xc- � „.d..es,$t'.a:,r^o,.F.. 22a- u'.v.'�,�' w .. � L� 1. ANY DEMOLITION IS TO BE PERFORMED IN STRICT a�zrS :a x . 4 i �� CONFORMANCE WITH ALL APPLICABLE CITY COUNTY AND STATE 11 Z i � `, - w,a'I I AND OR GOVERNING BODY'S STANDARDS. wV c v ° > 3>y / i '< �o t' m,,.�%'^ 13:.r sL,yc ti? lH�,Y r �aT ,,. { O3>.�xn Yry{L< :4c >rr I tH.2 ) if.. 4�t ;> V<��^, "`3. L'f, ',i „rs-..•,.» nw.,as,s,`&`,:.„, ;;,�.,,h7. S;:s:: ta�;'';;x f-,;= 7r v>.. ,:,vy,1.., Y'•`z"<r� c'':c^,:f" .".. 9'a .ti •.tr^ ,..<, :: v<,,x. ?G,r .s3r^'\'y.. ,.s./,na ..:' ..m, R°,'a. r• ey .1a ,k. ',"; „r. ;... I ..,.w. :.�>'tcr- ..+5'.3C):.. ':i�"v .,.4r vi' .. ,..f S• . ;'� aR� s i y' !id >5 >as,. a. xx',fM'.'a�, `^'K' x,S'w>...,:z.;^lu,.., .,:.L nrilti�i�<Sk,.a".,..,.,. a......�`'?..�'v,^.�t�... ., . ...,.a.. 2. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS ".'4 u>U -' �' -` D WIM E WOR _ " - - ,: ; ^ f; ASSOCIATE TH K AS DESCRIBED HEREIN. N_ `'" "t CONTRACTOR IS ALSO RESPONSIBLE FOR ANY AND ALL TRAFFIC '_1 _ t Y i• - j �? CONTROL REQUIRED BY THE CITY COUNTY AND STATE. ~; 3. 1 Y>n,b •u = 4dK� Fx � 4f - � , _., , E ;;. t - _4 3. IF THE CONTRACTOR IN THE COURSE OF WORK FINDS ANY �Y;s�,� , _,� DISCREPANCIES BETWEEN THE PLANS AND THE PHYSICAL _Z ' . � 3 Y " F,4 Y ZY:xy _. '3 N ,r,< +� 54+4 A:rk S'y: :i CONDITIONS OF THE LOCALITY, OR ANY ERRORS OR OMISSIONS �- 4 l r_d.. ,.sf 3 ...:.,,,w..:nWY rt r , 3 tory^ - ,•~;s u::.�Q.3 Lw z IN THE PLANS OR IN THE LAYOUT AS GIVEN BY THE ENGINEER, w�, n -, E .1 �:F-r .•.: IT SHALL BE HIS DUTY TO IMMEDIATELY INFORM THE ENGINEER, L, K. 4 " z .$` � . � �. r EXISTING w; . 1,: IN WRITING AND THE ENGINEER WILL PROMPTLY VERIFY THE „ h r,���' SAME. ANY WORK DONE AFTER SUCH A DISCOVERY, UNTIL I f`§" "4� > AUTHORIZED WILL BE AT THE CONTRACTOR'S RISK. > > z` w : `� - �.n , 4. THE PURPOSE OF THIS DRAWING IS TO CONVEY THE : � 1, ^yY3�%= J /4., ,y5flyv � cr< F -, - !.; >'taE''r' .i;s�_.> t. 6;s .- 1. {t,.rs'E ,u - 2lyn _ ".>.r,•a 7.,.q{: ` t; . OVERALL SCOPE OF WORK AND IT IS NOT INTENDED TO COVER j- - . ALL DETAILS OR SPECIFICA110NS REQUIRED TO COMPLY WITH p �p ati " 8' K '& iy `'^ tr f i T 5 tw'g>^ 3~ - Lx `ss 'vbt,,. '�_ ;.:.r.`u9, �,;"� ��L.,•r GENERALLY ACCEPTED DEMOLITION PRACTICES. CONTRACTOR z µ , ; SHALL THOROUGHLY FAMILIARIZE HIMSELF WITH THE SITE, SCOPE 3 n yq ... ,. TIF 4W zy' '::.:%' 'Xt;�r .a.. .rr ._ t{. OF WORK, AND ALL EXISTING CONDfiIONS AT THE JOB SITE �� "' t PRIOR TO BIDDING AND COMMENCING THE WORK. DEMOLITION s� : �' fir; -Sr h�:'. n,fi".. ,1f ::` SRf>,,,' v #•„",�.t, .? i /.: S . `` f:. „QF a .,; t'>s'r f 4� r .. a.G n .,. r,a- b.Nte.::1 . ..vra...,.a sr,:.::,'n,. ,. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR MEANS, i ' �':`' METHODS, TECHNIQUES, OR PROCEDURES USED TO COMPLETE <t /` w"` r G< w of �, > THE WORK IN ACCORDANCE WITH THE CONSIRUC110N 7s: P h ,�w r- , :. k rJ. o'':E'''-'i 'xa u.' x :� s ra e �� c f< iwr c# :i vim•:% 1 s � '� - 3 Af N l' ° E3 U: Zt fv i �[ N x.>H s IS DOCUMENTS AND LIABLE FOR THE ,. SAFETY OF THE PUBLIC �' �� � r � �= �<; x z �'`.�� F�� � f ��a��S;-it E r, <. n. OR CONTRACTORS EMPLOYEES DURING THE U ', > ,.:rte;,^... Wit.,.. �. .. `, „r _ > :..: .; ':r. •.z-,> -^ Ne. :°..,, asra":o:.,t;;3r '`.f^. , CO RSE OF THE � M• �.}�. _'� ,<�A ��, � -- ," �' xR w z J. , / 5 4se, >U •- - r' t '.v' P 3 Y n v:: r . J # J S� }> j3 4 'f^ P fl R �: c. 3 ^ 3.r r� ,ryn fir kY �'s L„ 5'. .c 5.0 '� P OJE T xa \ 1j V %3 /� <, 2 i r Lr' z:LL'•• r � Soy e � `^:` '� k n 7 y , �.r . Ott. Vii£ xv a sac. , � ;' <• i' _ '" 't ', i 5. THE DEMOLITION PLAN IS INTENDED TO SHOW REMOVAL OF > . > """'''^- r s' ` KNOWN SITE FEATURES AND UTILITIES AS SHOWN ON THE SITE � 9 n� , i � 1 PLAN. THERE MAY BE OTHER SITE FEATURES, UTILITIES, r 4 r a`, \i�' STRUCTURES, AND MISCELLANEOUS ITEMS BOTH BURIED AND <�� �' ABOVE GROUND THAT ARE WITHIN THE LIMITS OF WORK THAT u W~� s „, MAY NEED TO BE REMOVED FOR THE PROPOSED PROJECT THAT 1 - �y ARE NOT SHOWN HEREON. THE CONTRACTOR IS RESPONSIBLE & � : 4� r <>"N` pt TOR THE REMOVAL OF SUCH ITEMS AT NO ADDITIONAL COST TO ` THE OWNER. 3 c t � >� p - wpm , 0 6. ALL EXISTING UNDERGROUND UTILITIES SHALL BE LOCATED !m e -I BY THE CONTRACTOR PRIOR TO ANY EXCAVATION DURING „ r e r, r Grp & r DEMOLITION. EXISTING STRUCTURES AND SUBGRADE UTILITY ud f LOCATIONS ARE APPROXIMATE AND BASED ON INFORMATION 's CONTAINED IN THE TOPOGRAPHICAL SURVEY. CONTRACTOR 3 SHALL PROTECT ALL EXISTING UTILITIES TO REMAIN. .. '�,y Y4= 3 03 4 I_ „ M. ii' i .'.^ .^». 3" . <,.� ri :'4:;ru F , :,,;c� » <,n,:>f:_, .:- .-,::•,.. ,,,.r.>.,>.-.. .„r. h ,�-„-......r.,....:: ... %; k -f y Y L_. , OR SHALL CONTACT RESPEC 7. CONTRACT TIVE UTILITY COMPANIES -: \ - '^ ' �� PRIOR TO DEMOLITION TO COORDINATE DISCONNECTION AND Fs. a E r -. � a h r :r Y z L� .. .,.. ,......,. ,..- .....-,.,.. ..,. .�.,..�. s i 2 ISIING UIILmES WITHIN T r<. v �.:,:� . . M OF EX HE AREA OF WORK. � x .a W _ :< . >, RE OVAL q,,, ._ ,: _ w );;S'"::?':`!. a2o"•`..,...,. ,:.x t'•--0'�.^,�ll: >i,'K.3>`f, e�, h,.:• ... ,.r , y ; �: #fit f<. i`Y^ { > - r%S� vy.'2z:. �»r as tel` w'f3r n .r & � +a S tires r,er.>�, i k ti>,.:o , '" _ S' i, 8. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY F:, ,, � t £, : v h: • -, ',. . .}:,..�-. , zc `4,'.;.v, �%" ip ' . ` g E• # 4 .fi ?r '.'t?,: >� D `;>=:zV,, ws.;5• t$ `#;%AN> 4 y K G, ISTING UITLITIES THAT AR _ , .._<,R ^ s. DAMAGE TO IX E INTENDED TO v . _ _, w A .;v"i ...:-:i,::, .«. .__ �,,...,_:..:..:.�.a,.:,. ,,..,...s".x.""m .... ...,,..:.,-c - ;y ,..z ...,moi=, CONTINUE TO PROVIDE SERVICE WHETHER THESE UTILITIES ARE _ ry w r' ^ r .. ,., ..,.. _ .:rte" .,, +';� ..... '+ 's < a', SHOWN ON THE PLAN OR NOT. . 3 . ,.. , r w,. >......... w ;z 1.� h :.�,>,. ..s;:v::ao;.,.z:.._.<..kro-.J�:>stza - ,c,.,-xo .r�'.1,a'"M':s.. •rs. >o..:< .'n�,9 c"`,•r.'[..,•>:..t,..�....,,rrv..:.. ::iix<;r• l ori >=' ; '% .. •-'a'wVs a Cae.: V,. ---. . r. .w . - 5�. , �`" ,, 9. THE CONTRACTOR SHALL MAINTAIN ALL UTILITY SERVICE TOa s io 20 _R R r� THE ADJOINING PROPERTIES DURING THE DEMOLITION AND s ti ? <v?Y.1n i'rhwtil� ,,,7G,,\''3L>ss `iI". J lu 1. C>�.c'63'nh$r '.3" . .= CONSTRUCTION PROCESS. K� y �. ( I FEET ) w. �y's� �` � r rr '`i:., � j. 10. CONTRACTOR SHALL REMOVE ANY DEBRIS LEF ON SITE OR Esau,..-' 11 ecp ... fl Lys s? ON ADJACENT PROPERTIES ONCE THE DEMOLITION OF >_ 1 inch -; 10 ft "t a� v r.`- - ST R f - EN C 0 P SHE _ _ - _ -- ' x U TURES HAS BE ACM U D _ __ - �._ _ _ _-- _, - - - - -� L -. _ - __-___ -- - . --- y "" 1 11. DEBRIS SHALL NOT BE BURIED ON THE SUBJECT SITE. ALL UNSUfIABLE MATERIAL AND DEBRIS SHALL BE REMOVED FROM DEMOLITION PLAN THE SITE AND DISPOSED OF IN ACCORDANCE WITH ALL CITY, STATE, AND FEDERAL LAWS AND ORDINANCES. GE OCCURRED TO EXISTING BUILDING SHALL BE _ - _ ---'- 1 2. ANY DAMA �:;.. w r ry. f C 1 _y \- \ REPAIRED TO ORIGINAL CONDITION AT CONTRACTORS EXPENSE. •u vv ^a"• > E ``v 'rl_ Fr t " 4 s. r a S :<.., Y . _ . ___. o ................ • .... ..3 .:�.W K- \ 7 _ \.k - ..•..`,.-..'`fi.-. £ty^.' - �a^aS , •""ter v ..,y -ak>l •ef .. , , y :,2as •,.. w"r.2.--r' ':'� \1 l� . .. - ::'f' r. i1 �, ^na+smxc'>-- '^�,g`- i{•i}tu�,..>i Y r'" 1 Y, n_,. -- C, _ _ .. -... $ v �:: L A ' S''. �.. F �, , ` Y �..:.: , / i c.1 xr .,,7 < 7 1 i u i• y `t {. �# s x-.,'ffa~` v'z•�.l` 'F y x .- !,-", r,:`E+;. .: •r,,:: G ;c?:f .,, ?y.. ,i.i%^ >/ ��h h. '+r{.r•.5:::.... ,'f.,t�..3. vE 3<.[. �, 1 .\f �- --'s'S c .y 124. 5i _ 4�;E7:_ DEMOLITION PLAN KEY NOTES <, �� = - .,..-k - -,.,,-,,,,,,,,,,,,,,, .._ O :S •- r f `s ff � Y,�.><i x 1s :°Z'S`s''' ; ,<?-f., y:j t REMOVED EXISTING STORM SEWER PIPE. (TYP.) "`' ' €��j` n �.. } .Y `` Yw ` O FIELD VERIFY. ' , L _._.... 1_ ,, '�`;,... __. T ': `• i ', µ I {^e�•"�"^ i� ,' } e r, 'x-4 :Y '.." ,i.-.. -Lz-^' " ``+rr..� i/ a..:.Yx.,,. w'`x . ..... . 2 r: r_ O EXISTING STORM SEWER TO REMAIN. z; jj' G A' ,; , R ;�, �; '. '?:_ "' I ', ; ,� . _ _ EXISTING LANDSCAPE IN THE BUILDING ADDITION AREA TO BE _ `; ; t&ku r: ;�,1� , , -�"� ,,, - -� £_ O REMOVED AND REINSTALLED ON SITE IN ACCORDANCE ,WITH ALL , ; , , . �' ; : s, r f .. _ ' ._..' E 1 x: r' ':: CITY REQUIREMENTS AND CONCURRENCE OF OWNERS ^ 4 t. 'i - - -. - ' > REPRESENTATIVE. _ ' • �. . , u ri :; \ `' _ <._ ten- I g f' i b 3 `s. it .- rYl E I,,,.,>..:,r "} } . .h` •'4` Y 4�%.'cec.. } a aL.,f;�>...^..t J> . �� ; tc'', Rr E may; f:cali.-^~.int .. ,A-, :fir.. , ,"` C> , w+n e-V`�ar�ij : _ -- -..., i • , 'x,F,' I ..„.:i:y .. .,..t 1� 'Y) 1'4... �,ruar ,r,.." _ .a>:. -:moi_...:.^ ...nnaxv ,.w. ! >.. .. -` w : w. _ �.�, t ; i<...... >.f/S�....�, -...,- `0 • ki�u>�w,..••,?.o3, �t �'F°f ¢F4ro..•xt 'L2 `], .i,4 4 ;:t< 3 s, r M , SAW CUT EXISTING PIPE. _ w , - �► I __.. O _ _ (? DI'O-L NEW '' Ct?IVCR BENCH PAD k ' ' "> '..> I w:.: # \at.-.>✓ 3 -�r;:r^4, s "<r•:.5"v;..*3�i}`.stidc''S:- ,rr __ -._ .. i `zl... � ► `' EXISTING , = .. 4._ �E, :; _; r<<;•S zit "'} `} 1 <: ::�. . _ ( 4 fTti .r,,.:4>¢.�s ,�y y''3 :F�;," i Y.'. .\7 Vcls:y^t k,-#'-..��'i . _ 1 E -r - I .S _ I: ;` r'x3 'Fi�3E �' cam$.-�x':;,• E >,•.> i : €� fir' , E t_. u E t h 0 i ; ' iiO�QH©USE t _ _ _.EERY l' ^ r ! € t .._ - . 4� i E x' . tw -:';� si wE x 'f'} �'•-;•r z' i.: 2' 1"_'y;'-„'. ;.�> F. -- _: :i OLITION PLAN LEGEND F , DEM, PROPOSED,/BUILDING ADD[Ti0 �ti ,,I� ANDY GREGOR f`� -- N �' _ i _ f 395 SF € i 'r, , .. _ , REMOVED EXISTING STORM - DIRECTOR -FIELD OPERATIONS s ` _. , i'; ' site s:, . , s�::.a=..• ...................... _ rr'r Cvi:§r: t ... I:....r�:. ' k' _ _ .__,_. _:�..� syr n 7 ,.. < : ..� t.........�. ...N,.. , < ,. j.,/• r - - EXISTING LANDSCAPE IN Tl• 5o2s2zasss ! s` H_ ::-.,•,:. - �e w,...- _. �,..; `< < ,> r : y4 :fu.a._{. } ; n,..-'!, �`„ i "..,5 �ir,+.••r,�.i .'t„•v^-ate,-,.,-,..m. ,±'.:,t>' m;.y >•5 y :n ..S: >, (FACSIMILE) 866.568.6841 r }`�� �?sa..> wk.. maw np,t. t j �� s: o f MOBILE 502.314.3382 * � \ s wt- ` 1}' , ^- -{ AREA TO BE REMOVED ANI c ► � > " � ` k �:. '",,, .r ,t t' �.� Y4 :✓� 'iia $ (EMAIL) AN[N.GNEGofl@BUFFAL000NSiHUCfEON.COM -= n-w.n-y,. ,,{",?s ' ; 11"'^��'�;, t +• ,P.rr� -. ' •' .`:v<a�;.s>,.,.•. - IN ACCORDANCE WITH ALL -,'k' r ` ; ;.. "' E x, ° 3 "%.ei':' ! r ,L . ''>�, `\.•:?f -•.,>l, •',z. N:t iMr..,;,5 ( , ,•.5:..:•z�: CC HOBO DUTCHMANS LANE 1'a#'c;v !r k"::'� . a `:.•.`,..'._"c+,.>fi ;t?i�tE ,:`� ii?•''t^` •!:'.�.:; z>c . 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P V.w W -W WW W W W 290.6 t.. s:K + W W 838 _ 29 + T 6 +291.z +29119 XISTING 8i PVC WATERLINE,E{SzOINT OF BEGINN N- WOOD C-�87EXIS. c1W S� 114.25 & GAT'VCVTING s PVCWA?ER_LJE nuaP HIST =IRE HYDRANT. +294.5 +290.8 ASSEMBLY +21r i :i + 2926 + 2869 +289.7 +288.6 +295.8 MON UNDERGRONDECTRPER PLANS) }294.4 295.2 / +297.6 291.7s0 293.7 + 2vr1 293.5 +291.5 MEAL SGN- •�_ 'if3 TC=289.18 i : S. • 1 t _ : t'J• t R� • p al a J _ G-286.8 29� i"N N 28: . 9'I tY. ti ••i• t 'r' •J♦• "t .ti'• 2• 'a r •••t• 2 t t•' S• a~ 's s • �,L t' _ . i' • . i'.\ sZ N. 't ••Y 9 8T -' • •r -2 .a'J. • • J. t' x 1 :•i i i i. 'S 4 .s' i • ' r• • 4 t' 11llhhhh i ' •'i•} `4. at' .'Iia• •;•`•;.• ''L.: :•_ •.L• f 'n'• i• •Ir, •.••ice t•• t jj// • "fi •�( • t h r• 1. - _ 't F i • t ' 1{ 'C i Y• a- t•:.' Iii• r':. •y :•.t 'i .•Y •• �r, Si •i` •t.•' ;! •:I •'.•= Vit.•• 'i • vL t .,, .. •Y e1•, .. .,�• tet.. `�,.. •• :JL `i. •i. •.4.... .. Y•S ZI. .:�.i�� - _ LOCATION MAP LANDSCAPE NOTES: { THE POINT EQUIVALENT FOR THE EXISTING LANDSCAPE AT THIS LOCATION EXCEEDS THE REQUIRED POINTS FOR THIS PROJECT. NO ADDITIONAL LANDSCAPE IS BEING PROVIDED. CALCULATION: EXISTING LANDSCAPE POINTS EQUIVALENCE: 5,420 POINTS LANDSCAPE REDUCTION DUE TO BUILDING ADDITION: -240 POINTS TOTAL REMAINING LANDSCAPE POINTS: 5,180 POINTS TOTAL REQUIRED POINTS PER CODE: 4,440 POINTS EXCESS LANDSCAPE POINTS: 740 POINTS le GreenbergFarrow 3455 Salt Creek Lane, Suite 100 Arlington Heights, Illinois 60005 t: 847 788 9200 f: 847 788 9536 SITE AREA TEXAS ROADHOUSE TEXAS ROADHOUSE BUILDING ADDITION TOTAL PARKING SUMMARY USER TEXAS ROADHOUSE TOTAL 1 SP/TBV SF ZONING CLASSIFICATION JURISDICTION EXISTING ZONING REQUIRED ZONING i BUILDING SETBACKS 1.698 ACRES 6,301 SF 395 SF 6,696 SF SPACES SPACES REQ'D PROV'D TBV 142 142 TBV COLLEGE STATION, TX TO BE DETERMINED TO BE DETERMINED FRONT _ N/A SIDE N/A REAR N/A PROJECT NOTES 1. THIS CONCEPTUAL SITE PLAN IS FOR PLANNING PURPOSES ONLY: SITE SPECIFIC INFORMATION SUCH AS EXISTING CONDITIONS, ZONING, PARKING LANDSCAPE REQUIREMENTS MUST BE VERIFIED. 2. THIS SITE PLAN IS BASED ON A SITE GRADING PLAN PREPARED BY THE ROBERTS GROUP PSC., DATED 02.04.2000. 3. ALL CURB CUTS AND TRAFFIC SIGNALS SHOWN, EXISTING AND PROPOSED, MUST BE VERIFIED. DRAWING ISSUE/REVISION RECORD DATE NARRATIVE INITIALS 03/14/08 INITIAL RELEASE DJJ 05/07/08 ADDED LANDSCAPE NOTES PER CITY COMMENTS DJJ T/P=296.22 T/P=288.6 . Tf P=296.53 T/P-295ss T/P=295.18 T/P=292.57 . + 296.4 + 295 2 -}- 289.5 - + 289.0 +288.1 297.3 292.7 l ......... 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J1 04 4 290.02952+ 298.8 +296.9 +293.6 t LLj LLl.495-�ndi U its 296.01ng 2 295.51 A 295. 295. 297.9 297.49 .00299.21 294.62 295.15 292.36 294.4 294.12 24.65 0.56 + 299.6 29 297 297.3 +295.5 + + +2 .5 293.6 Jr oAK .» 295.406~ OAK 4.90 i2oA.2529555 29 7 292.05 299.1 Si 10•W0 KAK T 0 0�j$• S. OAK 1D OAK i2' OAK I12. OAK 1. G 8OAKL AK OK 0 8. OAK i12OAK 1 w ---bwwiO' OAKo•OAK8 j j W. W W W W W W W W W`��OOD PcWW �-WW W W - W I 290.6+soD96 7- 6W/ w�'a"291.7 290729 .:� Ew WOD 56 " ..114.25SXB'T86' &A6E EXISTING 8PVC WATERLINE- STING 8"PVCTRLINE FIOa�c MARKEY POINT OF B =E2_ 8_ G 9. ».I1_. N 8W _N NC +2989 EXIST. FIRE +294.5 +2s8sHYDRANT. ( ASSEMBLY + 2926 +289.7 XMCbCTON UNDERGROUND EECl/�PER PLNS)ROA+ +294.4 +28 295.2 +297.6 25 3:X 291.5 + 2JT1 TALL. METAL SIGN (;=28&81 R F J +289.8395...... . N.......• -,DR1 or 6-0 U VE I'T ..5 . i 293 9�i2 LOCATION MAP THE POINT EQUIVALENT FOR THE EXISTING LANDSCAPE AT THIS LOCATION EXCEEDS THE REQUIRED POINTS FOR THIS PROJECT. NO ADDITIONAL LANDSCAPE IS BEING PROVIDED. FRONT N/A CALCULATION: SIDE N/A EXISTING LANDSCAPE POINTS EQUIVALENCE: 5,420 POINTS LANDSCAPE REDUCTION DUE TO BUILDING ADDITION: -290 POINTS TOTAL REMAINING LANDSCAPE POINTS: 5,130 POINTS TOTAL REQUIRED POINTS PER CODE: 4,440 POINTS EXCESS LANDSCAPE POINTS: 2. THIS SITE PLAN IS BASED ON A SITE GRADING PLAN PREPARED BY THE 690 POINTS Planning �Z500 GreenbergFarrow 21 S. Evergreen Ave., Suite 200 Arlington Heights, Illinois 60005 t: 847 788 9200 f: 847 788 9536 PROJECT INFORMATION SITE AREA TEXAS ROADHOUSE 1.698 ACRES BUILDING AREA TEXAS ROADHOUSE 6,301 SF BUILDING ADDITION 395 SF TOTAL 6,696 SF PARKING SUMMARY RATIO SPACES SPACES USER REQUIRED REQ'D PROV'D TEXAS ROADHOUSE 1 SP/TBV SF TBV 142 TOTAL TBV 142 ZONING CLASSIFICATION JURISDICTION COLLEGE STATION, TX EXISTING ZONING TO BE DETERMINED REQUIRED ZONING TO BE DETERMINED SIGNAGE REGULATIONS TBV LANDSCAPE REGULATIONS TBV BUILDING SETBACKS FRONT N/A SIDE N/A REAR N/A PROJECT NOTES 1. THIS CONCEPTUAL SITE PLAN IS FOR PLANNING PURPOSES ONLY: SITE SPECIFIC INFORMATION SUCH AS EXISTING CONDITIONS, ZONING, PARKING LANDSCAPE REQUIREMENTS MUST BE VERIFIED. 2. THIS SITE PLAN IS BASED ON A SITE GRADING PLAN PREPARED BY THE ROBERTS GROUP PSC.; DATED 02.04.2000. 3. ALL CURB CUTS AND TRAFFIC SIGNALS SHOWN, EXISTING AND PROPOSED, MUST BE VERIFIED. DRAWING ISSUE/REVISION RECORD DATE NARRATIVE "% INITIALS 03/14/08 INITIAL RELEASE DJJ 05/07/08 ADDED LANDSCAPE NOTES PER CITY COMMENTS DJJ 07/02/08 ADDED CONCRETE BENCH PAD DJJ