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HomeMy WebLinkAboutPlansC 1 V I u_ f7NEI , , _ 20' PUBLICI - m APPRO ATE U I ILI I Y LASEMEIN I I I - )N OF 1 ^m;'2n9 ( ) r uf1DERcrouflD ELECTRIC r, APPROXIMATE v K LOCATION OF ATMOS °' I, GAS LII,IE-.0 I CITY OF COLLEGE CITY 20' SANITARY 1 SEWER EASEMENT 399/107- �I I FA.,PPROXIMATE (AS DEPICTED IN PLAT) ,,, 'ATION OF APPROXIMATE 1 DERGROUND LOCATION OF 18" DIP1 GREENS WORLD, PHASE ONE a c TELEPHONE PUBLIC WATER LINE-� LOT 1R BLOCK ONE 1.46 ACRES 0 I 25 PRIVATE DINT 17" DOMESTIC METER ..{ ........ 'y4 -4,s r,A FI`1.yTF ' 4 .4.«. . 1-1 1/2" IRRIGATION METER c 3 E3"22r1 .`+'}�4k `�`«`«'«'+ (TAPS PROVIDED BY Cob) Ya♦a a+a # + ♦ +'. .♦.+a♦a.. r ara a^a a,a,a, `, ♦a,a # # «+a+a ara a,a+a#a+a aha#ara+«^« +a+a#a♦a+a♦a+.#a♦`+a+a♦a+alas a+a^a+a+a♦a .+a a♦a♦ara a+a araha a a+a♦a+.ha a♦a any+.«.. a+. a,. a+a a a«. 40 tyyyy^,;}y. «'«^.^+ + « j�l' 7f',^` 8`' '{ '' +«� 501: 1 1 1 . , .Q . ,?»m It I I PROPOSED PUBLIC 11� WATER LINE "W1' , ' 1h ' < 1w ---- -w a - c - )1\ w - - w :' -----------w---------- - m ' 1111 . 6 - �' yu11 n1- Ixu1 11 WALK 1 � �� � - � CANOPY �D.C. TR Z ELECTRICAL > TRANSFORMER m ,In ` o ' _ , NINFA S MEXICAN G.D. 1 /2,, I.R. r ,, < 0 11/8"x4" STEEL EDGE, COLOR SPECIFIED BY OWNER (OPTIONAL, EXCEPT AT CURBS & SIDEWALKS) k \ =' \` �1�, TELEPI101IE-1 \ PEDESTAL c T" 1 /2" I.R. C'x4' BOX CULVERT F/ L (W)=256.9 `F/L (E)=256.40' \ r RESTAURANT GALLON COMMERICAL PROPOSED GREASE TRAP UNDERGROUND G.M. ELECTRIC B.F.P. & CHFC'K VALVE VAULT Ca 11- I I t1,n= 1� C.D. awo0 8' HIGH SCREENING II WALL FOR CONCRETE II /-EXISTING 9 NIl SERVICE R PAD & II t D.12y SI y SERVICE YARD GREENS WORLD, PHASE ONE ►I _ r ,e, LOT 213 - BLOCK ONE II 1.70 ACRES 1111,, C.I. II -_ LE EL \ GREENSWAY DEDICATION EEE`✓.=261.80' 1.675 ACRES PROPOSED =- ARIAeLF WIDTH UNDERGROUND DRA114AGE EASEME14T TELEPHONE & CABLE (754:3/284) HIGH RIDGE SUBDIVISION LOT 2B - BLOCK 1 2.27.29 ACRES S 76' 11 100 -PEAR FLOODPLAIN LIt•AIT FEMA LOMB -F CASE NO. 06-06-BB40A DATED AUGUST 8, 2006 w HATCH LEGEND P' SOLID SOD AREAS 11-�I�II ;11 (TIF 419) SEEDED AREAS ABON_, METCALF 4� ENGTNEE-.RING POST OFFICE BOX 9253 COLLEGE STATION. TEXAS 77542 EMAIL: rabon@pmengineencom OFFICE -(979) 690-0329 FAX - (979) 690-0329 CELL (979) 219-4174 SUBSTANTIALLY LIMIT AY COMPLETE LIMIT ' ' + 20 TEMPORARY I /TILITY A EASEMENI (1201/63) ISSUE® F®R alH Y h� h ♦ 4 4 „ ILIC 21" f SEWER ev F1- �Z�1�}�� «'« All« \ HIGH RIDGE SUBDIVISION LOT 3 - BLOCK 1 \ 0.36 .ACRES LANDSCAPE SCHEDULE 1. STAKE ABOVE FIRST BRANCHES OR AS LANDSCAPING REQUIREMENTS SITE AREA METHOD: FRONTAGE TREES: SYMBOL NO OF SIZE BOTANICAL CO TYPE II POINTS 12 GAUGE GALVANIZED PLANTS WIRE ENCASED IN 1"0 NAME NAME y F a. PHASE AREA=1.70 acres S.H. 6 FRONTAGE RD. - FREEWAY ® 25' SPC: 1.70 acres = 75,502 sgft. @ 30 pnts./1000 sqft.: 142' (FRONTAGE) - 25' (VISIBILITY TRIANGLE) (142-25) L.F. FRONTAGE/25 = 4.7 TREES 2" THICK (MIN.) OR METAL "T" POSTS -� QU�E,RC� WA CANOPY 30 GALLON C.D. awo0 8' HIGH SCREENING II WALL FOR CONCRETE II /-EXISTING 9 NIl SERVICE R PAD & II t D.12y SI y SERVICE YARD GREENS WORLD, PHASE ONE ►I _ r ,e, LOT 213 - BLOCK ONE II 1.70 ACRES 1111,, C.I. II -_ LE EL \ GREENSWAY DEDICATION EEE`✓.=261.80' 1.675 ACRES PROPOSED =- ARIAeLF WIDTH UNDERGROUND DRA114AGE EASEME14T TELEPHONE & CABLE (754:3/284) HIGH RIDGE SUBDIVISION LOT 2B - BLOCK 1 2.27.29 ACRES S 76' 11 100 -PEAR FLOODPLAIN LIt•AIT FEMA LOMB -F CASE NO. 06-06-BB40A DATED AUGUST 8, 2006 w HATCH LEGEND P' SOLID SOD AREAS 11-�I�II ;11 (TIF 419) SEEDED AREAS ABON_, METCALF 4� ENGTNEE-.RING POST OFFICE BOX 9253 COLLEGE STATION. TEXAS 77542 EMAIL: rabon@pmengineencom OFFICE -(979) 690-0329 FAX - (979) 690-0329 CELL (979) 219-4174 SUBSTANTIALLY LIMIT AY COMPLETE LIMIT ' ' + 20 TEMPORARY I /TILITY A EASEMENI (1201/63) ISSUE® F®R alH Y h� h ♦ 4 4 „ ILIC 21" f SEWER ev F1- �Z�1�}�� «'« All« \ HIGH RIDGE SUBDIVISION LOT 3 - BLOCK 1 \ 0.36 .ACRES LANDSCAPE SCHEDULE 1. STAKE ABOVE FIRST BRANCHES OR AS LANDSCAPING REQUIREMENTS SITE AREA METHOD: FRONTAGE TREES: SYMBOL NO OF SIZE BOTANICAL COMMON TYPE NOTES POINTS 12 GAUGE GALVANIZED PLANTS WIRE ENCASED IN 1"0 NAME NAME y PHASE AREA=1.70 acres S.H. 6 FRONTAGE RD. - FREEWAY ® 25' SPC: 1.70 acres = 75,502 sgft. @ 30 pnts./1000 sqft.: 142' (FRONTAGE) - 25' (VISIBILITY TRIANGLE) (142-25) L.F. FRONTAGE/25 = 4.7 TREES 2" THICK (MIN.) OR METAL "T" POSTS -� QU�E,RC� WA CANOPY 30 GALLON 9� "� :y"o"^ AK TREE (75,502/1000 x 30) = 2,265 pnts. 3 S tCP�a62 (PNTS.) Sao REQUIRED = 5 TREES ADDITIONAL STREETSCAPE: PROVIDED = 5.0 TREES (,A''CANOPY &,3'NON-CANOPY) EARL RUDDER FRWY - SH No. 6: 3x 2.1 " " TO 3.4 CALIPER PIST CHI E CANOPY 30 GALLON 94RIENSIS BKrACHE TREE (150 PNTS.) 3 300 pnts./50 L.F. of frontage: 141.76' (Frontage) -25' (Visibility Triangle) _(300-.x (142-25)/50) = 702-,�Puts�...,.,---..�_..-_.__ . > 1.25" __.- - _ CALIPER^ LAGERSTROEMI __ _..-. INDICA CREPE MYRTLE - NON -CANOPY 15 GALLON �J 5(T AL TREE 40 PNTS. CANOPY REQUIREMENTS: Y7� 5 GALLON COLE TA BDWARF ORD SHRUB (10 PNTS.) B ORDI-NANA HOLLY 50% CANOPY TREES: (2,967 x 507.) = 1,484 pnts. TOTAL LANDSCAPE POINTS REQUIRED = 2,967 pnts. REQUIRED = 1,484 pets. P PROVIDED = 1,6&0- pnts. TOTAL LANDSCAPE POINTS PROVIDED=.389II' puts. 10 GALLON ILEX CO A gU D HOLLY SHRUB 3' MIN. HEIGHT B RDI-NANA (10 PNTS.) /gs0,/ 0 w W 'L ............711E NEW TOPSOIL jr 6" THICK (MIN.)] SHRUB PLANTING N.T.S. 8CEi0 'Dsk TREE PLANTING NOTES: 1. STAKE ABOVE FIRST BRANCHES OR AS NECESSARY TO PREVENT SLIPPING OF RUBBER HOSES. 2. PLANT SO THAT TOP OF ROOT BALL IS EVEN WITH THE FINISHED GRADE. j .a� 12 GAUGE GALVANIZED w WIRE ENCASED IN 1"0 RUBBER HOSE y PINE BARK MULCH 2"x2"x8" PINE STAKES 2" THICK (MIN.) OR METAL "T" POSTS (MINIMUM OF TWO) PINE BARK MULCH 2" THICK (MIN.) GRADE NEW TOPSOIL z w/FERTILIZER 8" DEEP (MIN.) N MARK SLEEVING LOCATION w/3/8"x2" GALVANIZED CARRIAGE BOLT 3 xjjBALL DIAMETER 11 (5' MIN) TREE PLANTING N.T.S. PLACE BOLT IN CURB IF NO SIDEWALK IS SPECIFIED EXTEND SLEEVING 24" (MIN.) z \xx 00 � BEYOND PAVEMENT & SEAL, TAPE OPENING (BOTH ENDS) SLEEVING (SEE PLANS FOR SIZE & TYPE) IRRIGATION SLEEVING N.T.S. CONSTRUCTION 6/19/07 CONSTRUCTION DRAWINGS ISSUED PRIOR TO THIS DATE ARE REPLACED BY THIS SET & SHOULD NOT BE USED FOR CONSTRUCTION. IRRIGATION NOTES: Z >- W Q 1. AN IRRIGATION SYSTEM SHALL BE INSTALLED BY A LICENSED IRRIGATOR FOR ALL NEW PLANTED AND LANDSCAPED AREAS. Q w 2. TINE IRRIGATION SYSTEM MUST BE PROTECTED BY EITHER A PRESSURE VACUUM BREAKER, A REDUCED PRESSURE PRINCIPLE BACK UJ X 0 FLOW DEVICE, OR A DOUBLE CHECK BACK FLOW DEVICE, AND INSTALLED PER CITY ORDINANCE 2394. D W v 3. ALL BACK FLOW DEVICES MUST BE INSTALLED AND TESTED L IPON INSTALLATION AS PER CITY ORDINANCE 2394.Q �- LL-.. p (b 4. INSTALLATION PVC (SCIi 40) SLEEVING SHALL BE COORDINATED WITH THE CONTRACTOR AND ALL SLEEVING SHALL EXTEND A _j U)0 O w MINIMUM OF 24" PAST THE CURB OR SIDEWALK WHERE APPLICABLE. 5, THE IRRIGATION SYSTEM MUST BE INSTALLED AI4D APPROVED PRIOR TO ISSUANCE OF CoCS - CERTIFICATION OF OCCUPANCY. ui til Q ¢ m N z F N S _6__ THE COPITP..ACTOft�5..1RRLG.ASOR=kiALL.SUBP.4LL_F�11- IRRIIrA'1101��1. PIAN TO _THF OV&IFR FOR REVIEW AND APPROVAL_ THE IRRIBATIOI�1 � Z C) 'F'^- � W U PLAN SHALL DEMONSTRATE THAT THE IRRIGATION SYSTEM WILL. SUFFICIENTLY.SUPPI_Y ALL WATER NEEDS TO. THE NEWLY PLANTED Q of Q_= V J O � LANDSCAPING AND GROUND COVER, AND MELT AI -1_ INITIAL WATERING. NEEDS FOR VIABLE ESTABLISHMENT AND GROWTH. OF PLANTINGS. Q U) �I M �W lU< LANDSCAPING NOTES: W _l C 7 z� m Z �fYW0= 1. IHE LANDSCAPE PLAN PRESENTED WAS PREPARED BY RABON MEICAL12 LNGINELRING (RML). RML IS NLI11-ILR A LICENSED Q < J = U LANDSCAPE ARCHITECT NOR IRRIGATOR. THIS PLAN WAS PREPARED FOR THE SOLE PURPOSE TO MEET THE CITY OF COLLEGE STATION J _j (CoCS) UNIFIED DEVELOPMENT ORDINANCE AND OBTAIN DEVELOPMENT PERMITS, ANY CHANGES MADE TO THIS PLAN SHALL BE « W 0 SUBMITTED TO THE CoCS DEVELOPMENT SERVICES DEPARTMENT FOR REVIEW AND APPROVAL. 0 Q 2. 100% COVERAGE OF GROUND COVER, DECORATIVE PAVING, DECORATIVE ROCK, OR A PERENNIAL GRASS IS REQUIRED IN PARKING LL LOT ISLANDS, SWELLS AND DRAINAGE AREAS, THE PARKING LOT SET BACK, RIGHT-OF-WAY, AND ADJACENT PROPERTYDISTURBED Z O KZ LJ DURING CONSTRUCTION. I,,1 Of 3. ANY ADJACENT PROPERTY AND RIGHT-OF-WAY' DISTURBED DURING CONSTRUCTION WILL BE RETURNED TO ITS EXISTING CONDITIONS Z r OR BEIILR. 4. ALL CONSTRUCTION DEBRIS SHALL BE REMOVED FROM TI1E PROPOSED PARKING ISLANDS PRIOR TO PLACEMENT OF TOPSOIL AND PLANTING, INCLUDING CONCRETE, ASPHALT, I_IvIESTOHE BASE MATERIAL_, OR COMPACTED STABIL17ED EARTH. 5. THE CROWN OF ALL PLAINTS SHALL BE SLIGHTLY HIGHER, AFTER SETTLING, THAN ADJACENT SOIL. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING OR ADDING TOP SOIL_, AS NEEDED, FOR THE INCLUSION OF THE SOIL CLIENT INFORMATION AMFNDMFNTS, AS NFFDFD, IN THF PRF PARFD GROUND COVFR HFDS. NINFA'S MEXICAN RESTAURANT c/o MARIO RODRIGUEZ 7. ALL SINGLE TRUNK TREES ARE TO BE STAKED; HOSE AND GUY WIRES OVERLAPPED. 1102 HARVEY ROAD COLLEGE STATION, TX 77840 B. COVER ARFAS TO BE PLANTED WITH 3" APPROVED ORGANIC MATTER, 2" PINE BARK MULCH, AND 13-13-13 FFRT11..17FR AT THF OFF: (979) 693-0506 RAIL Of 5 L13S./`100 SOf 1. 01 BLD AREA. FAX: (979) 693-0207 9, ALL DISTURBED AREAS, NOT DESIGNATED TO BE BLOCK SODDED. SHALL BE SEEDED WITH EITHER BERMUDA (2 LBS/1.000 SO.FT.) FILENAME: 0296LP10SCALE: 1"=30' FROM MARCH 15 TU SEPTEMBER 15 OR BERMUDA/RYE GRASS MIX (2 LBS/5 LBS. PER 1,000 SO.FT.) FROM SEPTEMBER 16 TO MARCH --- --- - -_I--- ------- 14 SUBMITTED DATE: APR. 30, 2007 DRAWN BY: R.A.M. 10. PRIOR TO ISSUANCE OF A CFP.TIFICATF OF OCCIJPANCY ALL 1_AND.SCAPINC SHALL BE INSTALLED. CHECKED BY: R.A.M. FIELD BOOK: N/A PAGES: N/A REVIEWED FOR RABON METCALF ENGINEERING CLIENT NO. PROJECT NO. COMPLIANCE' 208 - 0296 JUN 2 2 2007 COLLEGE STATION DEWLOR EWSUNICES C I m5 = Y/r?/os SHEET NO. 60F 10 ,%, PY0,10 lD �►b lTl "�� anninFile� 47 it 20' PUBLIC UTILITY EASEMENT (1292/209.) COMMERCIAL DRIVEWAY, SEE B/CS DETAIL ST2-03 FIRELANE STRIPING 104.10' Z� THROAT DEPTH ry __j_IF.IRE..I_ANF s - , LA I tn/ 25' PRIVATE 01 T ACCESS EASE1 IE dT PROPOSED 25'x50' (7543/284) PRVT'JOINT 5' WIDE FIRELANE ACCESS EASEMENT PEDESTRIAN STRIPING - AISLE V ' � m Co }_ ELECTRIC x F TRANSFORMER-� c� r 92 _ ` Q 'y 7, �13 TELEPHONE-- n PEDESTAL 77 \ 1/2„ I.R. �Q b NINFA'S MEXICAN RESTAURANT: 1007 EARL RUDDER FREEWAY COLLEGE STATION, TEXAS .., :. n or kSTE AIRF( 1 158 1 2_154 \ G CITY OF COLLEGE TATION 20' SANITARY SEWER EASEMENT 399/107 - (AS UEPICIED IN PLAT) GREENS WORLD, PHASE ONE LOT 1R - BLOCK ONE 1.16 ACRES ZONED: C-1 NOW OR FORMERLY REGENCY PARKWAY, INC. (VOLUME 7543. PAGE 284) j z -v N 1i LANL u AMBULATORY _ 15 PUS I N 7S O6' 00" E 507.12' _ _----{-+�-�-- \yAoo RAMPS N 7.5' SETBACK LINE \ zssa.Fr. t'' 73 S C ('x78)=77 .00' 2/ 17.1-I� ISLAND REQUIREMENTS: RABON THE SQUARE -FOOTAGE SHOWN AT INTERIOR END ISLANDS DO NOT INCLUDE THE REQUIRED AREA FORQ V� METCALFETClLLF�� \\- \ SINGLE OR DOUBLE END ISLANDS, BUT ARE A REFLECTION OF THE EXCESS AREA ABOVE THE ENGINEERING ��' REQUIRED SQUARE -FOOTAGE. INTERIOR PARKING = 65 SPACES POST OFFICE BOX 9253 ��� REQ'D INT, ISLAND AREA=(65/15x180)=780 COLLEGE STATION, TEXAS 77842 SQ.FT. EMAIL: mbon(a2nnengineeccom PROVIDED INTERIOR ISLAND AREA = 873 SQ.FT. if► (D_ "t® W OFFICE. - (979) 690-0329 111111111 PARKING REQUIREMENTS: FAX -(979)690-0329 V • �� ; n^ 39 ORDINANCE: CELL - (979) 219-4174 RESTAURANT (w/o DRIVE) - 1 SPACE/65 SQ.FT. REQUIRED: (8,406 / 65) = 129.3 SPACES SYMBOL &LINE LEGEND TOTAL REQUIRED = 130 SPACES �0 0 POWER POLE PROVIDED: �.00�o roFr�o�m xi LIGHT POLE REGULAR =� SPACES GUY WIRE ANCHOR H/C = 5 SP CES ❑A/c AIR COND. COMP. TOTAL = SPACES 07 S SWV WATER VALVE 140 itr-t ®1'+M* WATER METER PROPERTY INFORMATION 12EM ELECTRICALTRANSFORMER ®GM GAS METER GREENSWORLD SUBDIVISION QMH MANHOLE PHASE ON E oc.o. CLEANOUT -AFH FIRE HYDRANT LOT 2R, BLOCK 1 --- c STP TELEPHONE PEDESTAL (1.70 ACRES Or 74,502 SQ.FT.) N ©Al AREA INLET ZONED: C-1 ea,pC.0 0 O o so.Fr. C. . RESTAURANT ,0.63' 1 SPI (9'.20') = 2�= 1 -STORY 31 1 ( ) < (FOOTPRINT=7,511 SQ.FT.) N JUNCTION BOX O NOW OR FORMERLY O - - - BUILDING SETBACK LINE RODCO INVESTMENTS, LLC ° -- PROPERTY LINE -------- EASEMENT LINE (VOL. 7723, PG. 24) FL0ODWAYSUBSTANTIALLY _ . _ _.. - TO -SHEET C3.1 --FOR , ... _�. FER TO SHEET C3.1 FOR _. _ _ ._ N LIMIT COMPLETE 20 TEMPORARY UTILITY � SI &PARKING DETAILS a EASEMENT (1201/63) ISSUED FOR 9 SP (9' 204):=91.(\ CONSTRUCTION _ 2.00' l� SPC (9,12 ,.fo --'- 6119107 s4 6 HIGH CONSTRUCTION DRAWINGS 74 ss v k S ���� ISSUED PRIOR TO THIS �e �C�f3tPhFT-IRBht �iE�;�SC�IYE a v, (TOTAL=8,406 SQ.FT) C.O. 0 0 0 GREASE TRAP g o \J o a `� EWED FOR DATE ARE REPLACED BY a r;- THIS SET & SHOULD NOT 0 o RE UIRED BE USED FOR COMPLIANCE } 7 o . H/C PARKING SPACES, rntL LANE O��u �B ��� JUN 2 2007 w rig CONSTRUCTION. SIGNS, & RAMPS , 6D - $ [1] 13. �6. 9 S 6)=2 2:00 _ . �. tS�,� y������i�d ?Y int? 3T U� L 11i U?j 110 t(� ' SIC. �J12 ,5 ^ COLLEGE STATIQ ❑ �e or �- _ r� D �� �. P 1 - ;.. zs o ' _ `� DEVELOPrfiNTSEWICES ❑ NOT Fic-1' UIPIED e . - - ?.5' SETBACK LIhIL�RP _ 7, 5' "ETBA.CK LII+IE - _ _ - - - *.•••ON A. ALF% R�eo �� S 76' 11' 24" W - 566.54' �.. S' i3loT TBlvi �fl-vHkIABLL WIDTH r ZONED: C-2 aN � NI ELEV.=261.60' DRAINACE EASEMENT GREENSWAY DEDICATION g- _ .......-_tl..�e__....._ II lCCNs��� w� (7543/284.) 1.676 ACRES VIEWED FOR C"S••.....• G`;`� NOW OR FORMERLY \ M®a®PLI��p��/ONAL 8' HIGH SCREENING \\ REGENCY PARKWAY, INC. \ COMPLIANCE ZONED: G-1 DUMPSTER PWALL OADCRETE& - _. _ FEMA DATED LOMR-r CAS FLOODPLAIN LIMIT0.0C 06-BB40A \ M.H. (VOLUME 2315. PAGE 151) 'JUN 2 1 Z� SERVICE YARD HIGH RIDGE SUBDIVISION NOW OR FORMERLY HIGH RIDGE SUBDIVISION LOT 3 -BLOCK 1 COLLEGE STAB' N ASHLEY BTS, PA E 54) LOT .2 9 BLOCK 1 \ �\ 0.36 ACREs \ ENGINEERING (VOLUME 7489, PAGE 1540 7.2779 ACRES GENERAL CONSTRUCTION NOTES: TxDOT DRIVEWAY PERMIT .NOTES: SITE NOTES:�Q4�jdC�tPim'� z Q W, , �;1� 1. TFIE CONTRACTOR SI -TALI PROMPTLY NOTIFY 1-11E EIVGtIVEEI. OF ANY DISCREPANCIES BETWEEN THESE PLANS �W/ c c DISCIPLINES SPECIFICATIONS. 1. ALL PIPES USED SHALL BE REINFORCED CONCRETE PIPE (RCP). 1. A PORTION OF THIS SITE DOES UE WITHIN THE 100 -YEAR FLOODPLAIN AS GRAFIIICALLY DEPICTED FEMA FIRM �j AND OTHER CONSTRUCTION DRAVIINGS OF DIFFERING DISCIPLINES & SPECIFICATIONS. COMMUNITY N0. 48041, PANEL NO. 0142 C, WITH A14 EFFECTIVE DATE OF JULY 2, 1992. A MAJORITY OF THIS IJP W V ^ �� •s" ?. CULVPR7" CRlnSSII•IGS W9THil•,I THF 30 -FOOL' CI_FAR ZOIVF (PARALLFI CUIVFRTS) SHALT. BF REQUIRED FLOODPLAIN WAS REMOVED BY FERd,4 I.OMR-F CASE PTO. 06-06-BB40A, DATED ,AUGUST 8, 2006. THE FLOODPLAIN X 2. THE 2007 B CS UNIFIED TECHNICAL SPECIFICA110Nti AND STANDARD DETAILS FOR WATER, SEWER, STREET c LIMIT ILLUSTRATED DEPICTS THIS REVISED FLOODPLAIN LINE. J W v I TO HAVE MINIMUM 6:1 SLOPING .ENDS KNOWN AS SAFETY END TREATMEtdTS (�ETs). THE CULVERT SHALL � w AND SIDEWALK CONSTRUCTION ARE ISSUED FOR THIS PROJECT. HAVE SUFFICIENT LENGTH TO ALLOW THE 6:1 SLOPE TO BE ACHIEVED FROM THE EDGE OF PAVEMENT TO y� 00 N.T.S. 2. DESIGNATED HANDICAP PARKING SPACES, WALKS & RAMPS SHALL MEET AI_L TAS &ANSI STAPIDARDS. z 1- Z .,T TI -IE FLOWL.IiJE. AT THE END OF THE SFT. - O 1 % 3. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF THE EXISTING < U) Z Y \ UTILITIES AS SHOWN ON THESE CONSTRUCTION PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY 3. RIPRAP OR STABILIZING MATERIAL SHALL BE PROVIDED AND INSTALLED BY THE CONTRACTOR AT TIME 3. ALL ROOF & GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED SO AS J^ �- X '... COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE OF CONSTRUCTION AS DIRFCTFD BY ARFA FNGINFFR. NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN 150 FEET OF THE SUBJECT iii. 0 LL.I ("`� UO > i- \ P,ELIED UPON AS BEING EXACT OP, COMPLETE, IT IS THE CONTRACTOR'S RESPONSIBILITY TO AVOID ALL EXISTING. LOT, MEASURED FROM A POINT FIVE FEET ABOVE THE GRADE. THIS SCREENING SHALL DC COORDINATED WITH THC LL 1x W �- m W UTILITIES AND REPAIR A14Y DAMAGED LINES, AT HIS OWN EXPENSE, WHETHER THE UTILITY IS SHOWN 014 THE 4. THE COMPLETE PERMIT PACKAGE SHALL BE ON THE PROJECT SITE AT ALL TIMES AND AVAILABLE FOR BUILDING ARCHITECTURE AND SCALE TO MAINTAIN -A UNIFIED .APPEARANCE. W � PLAIDS 'OR NOT. THE CONTRACTOR SHALL NOTIFY THE APPROPRIATE UTILITY COMPANY 4�8 HOURS PRIOR TO -REVIEW BYT%DOT. W Z N N z N ) ANY EYCAV.4TION. THE CONTRACTOR SHALL ALSO NOTIFY THE ENGINEER IF DESIGN CHANGES NEED TO BE 4. ENHANCED PAVING FOR CONCRETE SIDEWALKS SHALL CONSIST QF EITHER BRICK PAVERS OR STAMPED CONCRETE. F- Q � � O MADE IN THE FIELD. 2701- 7 > 5. ALL WORK WITHIN THE STATE RIGHT-OF-WAY SHALL BE PERFORMED IN ACCORDANCE WITH STATE COLOR AND PATTERN SHALL BE DETERMINED BY THE OWNER, BUT GREY OR NATURAL CONCRETE COLORS ARE NOT - Q U) ~O U - 0 C S STANDARDS AND SPECIFICATIONS AS TO THE INSTALLATION AND MATERIALS USED. PERMITTED. V)U -t ¢ O .C4LEtCj_1 FI ORMAJ1.Ot,l:__..-..._.�__ _ _ _ _ _ _--_ �J�/_.,��.. - "'ALL ". _-________-- _ I U N TEXAS ONE CALL: 800-245-4545 6.�� ALL MATERIALS AND tv1C( DESIGNS TO BE PLACED IPI IxDZ)7 RIGhN-OF-WA DS OBTAINED -FROM• WI-ILIJ bU1LDINcrb3tlbACKo AIdU LAoLtv1LIJ 1 --LINED UVLfvLA( UIILY tI1L LA�LAJLIdI--IJhJL-i,� aHUWIV. - -- -- _ Jr^-.W.o4 -- LONE STAR ONE CALL: (800) 669-8344 �C S ,/ TxDOT APPROVED SOURCES AND BE OF APPROVED TxDOT MIX DESIGNS. - Li �) v z _ m �f 6. 100% COVERAGE OF GROUND COVER, DECORATIVE PAVINC4, DECORATIVE ROCK, OR A PERENNIAL GRASS 1S O a TEXAS EXCAVATION SAFETY SYSTEM (DIGTESS): (800) 344-8377 - _ _ _ �.1.� _ SG - 7. ALL LXPOSLD DIRT SURFACES SIIALL BL SOODLD AS SPLCII ILD BY II IL AIRLA LNGINLLR. hEQU1RED IN PARKING LOT ISLANDS, nNlLI_L5 AHD DRAINAGE .AKL.1S, THE 1 .1RLItIG LOT SET BACK., RIGHT--OF-VJ.A'!, - � = O GoCS: LLECfRICAL DIVISION - (979) i64 -366D DURING CONSTRUCTION. J 11 AND ADJACENT PROPERTY DISTURBED ST CTIOIV. 0 Q � \ CoCS: WATER N. SEWER DIVISION - (979) 764-3435 ---) VERIZON: JIM SURVANT - (979) 82.1-4300 8. 4:1 MAXIMUM SLOPE ON THE DITCH FRONT SLOP[ IS REQUIRED. (n W0 p 7. 11 -IE CUPIIR.4CIOIR SHALL COIVTACI; MIR. WALLY URRUTA, CoCS PUBLIC WORKS - S.41VII-.411UM (9/9-/64-3841), FOR w J !, \ ATMOS ENERGY: KIMBERLY WINN - (979) !Z•1-2506 S 9. fill 1,10 EVENT WILL AIV EDGE DROP OFF BE PERMIFIED DURING THE HOURS OFU . DARKNESS. IF THE FIELD VERIFICATION PRIOR TO FORMING OR PLACEMENT OF C014CRETE FOR ALL DUMPSTER PADS. ¢ A cr EXXON -MOBILE: MICHAEL HLUZA - (281) 591-3720 Z� CONvTRACTOR, DUE TO UNFORESEEN CIRCUMSTANCES IS LINABLE TO COMPLETE A SECTION BEFORE THE I.. ' SEMINOLE PIPELINE: JIM ROLAND - (979) 421-0460 ''Y/f, END OF THE WORK DAY, BASE MATERIAL CAPABLE OF VEHICLE SUPPORT SHALL BE PULLED BACK TO THE B. .ALL BUILDING AND FREE-STANDL FREE-STANDING SIGNS WILL BE PERMITTED SEPARATELY. - O z i CITGO GAS: DOUG CLINE - (713) 416-1289 EXISTING PAVEMENT EDGE ON A 4:1 SLOPE. Z © W r ENERGY TRANSFER PIPELINE: JEFF MULLINS - (979) 820-5796 9. THE DUMPSTER ENCLOSURE IS STRICTLY FOR THE USE OF THE GARBAGE DUMPSTER ONLY, Ld 1M 4\ SUDDENLINK: MIKE LAVENDER - (979) 846-2229 10. PROPOSED SIGNS, OR THOSE WHICH REQUIRE RELOCATION, SHALL BE DONE III ACCORDANCE TO THE Z 0 FOLLOWING SIANDARDS: SMD (GLTI)-02 & SI,JD (SUP -1)-02 "IHRU SMD (SLIP -3)-02. 4. CONTRACTOR TO VERIFY ALL UNDERGROUND UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION. I I DIMENSIONAL CONTROL NOTES: \� 11. THE TEXAS UNIVERSAL TRIANGULAR SLIP BASE SIGN SUPPORTS WILL BE REQUIRED FOR ALL SIGNAGE \ 5. THE CONTRACTOR SHALL_ BE RESPONSIBLE FOR THE PROTECTION OF ALL EYIST114G UTILITIES OR SERVICE WITHIN IxD01 RIGHI-0I--WAY. 1. ]HE CONIRACIOR MAY OBTAIN AN EI_LCIRONIC COPY OF 1Ht SITL PLAN FOR CONSIRUC•110N PURPOSES. THE LINES THAT ARE CROSSED OR EXPOSED DURING CONSTRUCTION OPERATIONS. WHERE EXISTING UTILITIES OR ELECTRONIC FILE AND INFORMATION GENERATED, BY RABON METCALF ENGINEERING (RME), FOR THIS PROJECT IS .^ SERVICE LINES ARE CUT, BROKEN, OR DAMAGED, THE CONTRACTOR SHALL REPAIR OR REPLACE THE UTILITIES 12. THE CONTRACTOR SHALL_ NOT CREATE A DIRT NUISANCE OR SAFETY HAZARD IN ANY STREET. THE COi•1SIDERED BY RIv1E TO BE COiJFIDENTIAL, WHEN ISSUED, IT'S USE IS INTEND SOLELY FOR THE INDIVIDUAL OR ENTITY --•^.r-•� OR SERVICE LINE WITH THE SAME TYPE OF MATERIAL AND CONSTRUCTION OR BETIER; THIS MATERIAL AND PAVEMENT SHALT_ BE CLEANED DAILY. TO WHICH IT IS ADDRESSED, THIS MATERIAL IS INTENDED FOR USE BY THE RECIPIENT NAMED, ONLY, AND PERMISSION WORT( SHALL BE AT THE CONTRAGiOR'S OWN EXPLNSL. IS NOT GRANTED TO THE RECIPIENT FOR DISTRIBUTION OF THESE DOCUMENTS IN ANY FORM OR FASHION. THE CLIENT INFORMATION 6. DURING THE EXECUTION OF THE WORK, THE CONTRACTOR SHALL MAINTAIN THE PROJECT SITE IN AN TRAFFIC CONTROL NOTES: RECIPIENT UNDERSTANDS THAT THIS DATA IS .AUTHORIZED "AS IS" WITHOUT ANY WARRANTY AS TO .ITS PERFORMANCE, NINFA'S MEXICAN RESTAURANT w ACCURACY, FREEDOM FROM ERROR, OR AS TO ANY RESULTS GENERATED THROUGH ITS USE. THE RECIPIENT ALSO c/o MARIO RODRIGUEZ ORDERLY AND ACCEPTABLE MANNER AS FAR AS PRACIICAI-. THE CONTRACTOR SHALT_ CLEAN AIJD REMOVE UNDERSTANDS AND AGREES THAT RME, UPON RELEASE OF SUCH DATA, IS NO LONGER RESPONSIBLE FOR THEIR USE 1102 HARVEY ROAD FROM THE PROJECT AREA ALL SURPLUS AND DISCARDED MATERIALS, TEMPORARY STRUCTURES, AND DEBRIS OF 1. -CONTRACTOR SHALL PROVIDE AND INSTALL TRAFFIC CONTROL DEVICES III CONFORMANCE WITH PART M OR MODIFICATION. THE USER AND RECIPIENT OF THE ELECTRONIC DATA ACCEPTS FULL RESPONSIBILITY AND LIABILITY COLLEGE STATION, TX 77840 AIJY KIND AND SHALL LEAVE THE PROJECT SITE III A NEAT AND ORDERLY CONDITION. ALL CLEA14 UP WILL BE OF THE TEXAS MANUAL ON UNIFORM TRAFFIC CONIROL DEVICES (TEXAS MUTCO, MOSF RECENT EDITION FOR ANY CONSEQUENCES ARISING OUT OF THEIR USE. OFF: (979) 693-0506 ('tXAS WO D DONE TO.THF 9ATISFAC.TI01I OF THE FNGINFFR. WI01 RLVISJONS) DURING CONSIRUCHON. 2. ALL DIMENSIONS 51 -TOWN ARE TO BE USED IN CONJUNCTIONWITFI THESE PLATYS FOR LOCATINGFAX: (979) ALL IMPROVEMENTS ( ) 693-0207 ,". SP WA Z. CONTRACTOR SHAI.I. COMPLY WITH 1..ATFST EDITION OF OSHA RECUL.ATIONS.AND THE STATE OF TEXAS I, AWS 2 LANE CLOSURE WILL NOT BE ALLOWED UNLESS APPROVED BY THE COUNTY OR CITY ENGINEER, AND 31-IALL BE FIELD VERIFIED BY THE CONTRACTOR FOR WORKABILITY PRIOR TO CONSTRUCTION OF IMPROVEMENTS. -- CONCERNING EXCAVATION. WHICHt-VER IS APPIJCAHLE. FILENAME 0296SPlB I SCALE: 1"=30' .-- 3. UNLESS OTHERWISE SHOWN, ALL DIMENSIONING IS TO THE BACK OF CURB OR EDGE OF PAVEMENT, WHICHEVER IS SUBMITTED DATE: APR. 30, 2007 8. CONTRACTOR SHALL MAINTAIN A SET OF REDLINE DRAWINGS, RECORDING AS -BUILT CONDITIONS DURING 3. THE WORK SHALT_ BE COMPLETED SUCH THAT THE ROADWAY WILL BF FULLY OPENED TO TRAFFIC APPLICABLE CONSTRUCTION. THESE REDLINE MARKED UP DRAWINGS WILL BE SUBMITTED TO THE DESIGN CONSULTANT WHO OVERNIGHT. OVERNIGHT LANE CLOSURES WILL NOT BF PERMITTED,' UNI_FSS OTHERWISE APPROVED BY THE DRAWN BY: R.A.M. WILL IvIAh:E THE CHANGES ON THE ORIGINAL TRACINGS, LABELING EACH SHEEF IN IHE SEI AS "RECORD APPLICABLE ENGINEER. 4-. UNLESS OTHERWISE SHOWN, ALL RADIUS FOR CURBS ARE 4'-0" (AT FACE OF CURB) AND 2'-0" FOR SIDEWALKS. CHECKED BY: R.A.M. DRAWINGS", AND RETURNING SAME TO THE CITY -ENGINEER. FIELD BOOK: td/A PAGES: IV/.4 ' 4. PLASTIC DRUMS SHALL BE USED FOR OVERNIGHT DELINEATION OF OFF ROADWAY WORK AREAS. 5, THE BOUNDARY SURVEY DATA ILLUSTRATED WAS PERFORMED AND PROVIDED BY McCLURE & BROWNE ENGINEERING 9. THE COHIRACTOR SHALL BE 13=5PONSIBLE I -OTR SAFEGUARDING AND PROTECTING ALL MAIFRIAL AND & SURVE'iIHG. ALL TOPOGRAPHICAL DATA ILLUSTRATED WAS PROVIDED BY AN Old -111E -GROUND SURVEY PERFORMED RABON METCALF ENGINEERING '. EQUIPMENT STORED ON THE JOBSITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE STORAGE OF 5 " THE STANDARD TxDOT TRAFFIC CONI"ROL i'LAN (TCI'1-1-98) IS ISSUED FOR REFERENCE ONLY. IF BY THIS OFFICE. CLIENT NO. PROJECT NO. MATERIALS IN A SAFE AND WORKMANLIKE MANNER TO PREVENT INJURIES, DURING AND AFTER WORKING HOURS, REQUIRED, THE CONTRACTOR SHALL PROVIDE TxDOT WITH A SITE SPECIFIC TRAFFIC CONTROL PLAt-I FOR 2O8 - 02�� UNTII, PROJECT COMPI,FTION. APPROVAI. AND USF- 6. PROJECT BENCHMARK: BRIDGE DECK OF PRIVATE ROAD BRIDE, CROSS"INC CARTERS CREEK, LOCATED APPROXIMATELY 500 LINEAR FEET NORTH AND UPSTREAM OF CARTERS CREEP: 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PAY FOR AND OBTAIN ALL REQUIRED PERMITS _ ELEV. = 262.40' AND IN SPFCTION APPROVAI S FOR All WORK SHOWN. 11. ANY ADJACENT PROPERTY AND RIGHT-OF-WAY DISTURBED DURING CONSTRUCTION WILL BE RETURNED TO TBM #1: SQUARE CHISELED IN HE CORNER OF HEADWALL FOR 6'x4' BOX CULVERT LOCATED NEAR THE SW THEIR EXISTING CONDITIONS OR BETTER. CORNER OF THE SUBJECT TRACT. ELEV. = 261.80' �■ • r"� _ ^A&S&I 2 _ SHEET N0. 20F 10 1"p Ig vv. `-I a i - 2-W , 5 B. P. ,-. - ate' - VALVE VAULT n �' 2$ _... ��S __.r7 _- -_. _ \ 471 415 SO.FT. 4 -BAY BICYCLE :R�A:C]�a w O' �b 3 J , FlRE LANE 23.00' V (YI WINE . _. o �JA 85 (q,)20')- MINFA'S MEXICAN F.D.G. 6 1 SP 91. 0' w y°> _ _ _ .._ ea,pC.0 0 O o so.Fr. C. . RESTAURANT ,0.63' 1 SPI (9'.20') = 2�= 1 -STORY 31 1 ( ) < (FOOTPRINT=7,511 SQ.FT.) N JUNCTION BOX O NOW OR FORMERLY O - - - BUILDING SETBACK LINE RODCO INVESTMENTS, LLC ° -- PROPERTY LINE -------- EASEMENT LINE (VOL. 7723, PG. 24) FL0ODWAYSUBSTANTIALLY _ . _ _.. - TO -SHEET C3.1 --FOR , ... _�. FER TO SHEET C3.1 FOR _. _ _ ._ N LIMIT COMPLETE 20 TEMPORARY UTILITY � SI &PARKING DETAILS a EASEMENT (1201/63) ISSUED FOR 9 SP (9' 204):=91.(\ CONSTRUCTION _ 2.00' l� SPC (9,12 ,.fo --'- 6119107 s4 6 HIGH CONSTRUCTION DRAWINGS 74 ss v k S ���� ISSUED PRIOR TO THIS �e �C�f3tPhFT-IRBht �iE�;�SC�IYE a v, (TOTAL=8,406 SQ.FT) C.O. 0 0 0 GREASE TRAP g o \J o a `� EWED FOR DATE ARE REPLACED BY a r;- THIS SET & SHOULD NOT 0 o RE UIRED BE USED FOR COMPLIANCE } 7 o . H/C PARKING SPACES, rntL LANE O��u �B ��� JUN 2 2007 w rig CONSTRUCTION. SIGNS, & RAMPS , 6D - $ [1] 13. �6. 9 S 6)=2 2:00 _ . �. tS�,� y������i�d ?Y int? 3T U� L 11i U?j 110 t(� ' SIC. �J12 ,5 ^ COLLEGE STATIQ ❑ �e or �- _ r� D �� �. P 1 - ;.. zs o ' _ `� DEVELOPrfiNTSEWICES ❑ NOT Fic-1' UIPIED e . - - ?.5' SETBACK LIhIL�RP _ 7, 5' "ETBA.CK LII+IE - _ _ - - - *.•••ON A. ALF% R�eo �� S 76' 11' 24" W - 566.54' �.. S' i3loT TBlvi �fl-vHkIABLL WIDTH r ZONED: C-2 aN � NI ELEV.=261.60' DRAINACE EASEMENT GREENSWAY DEDICATION g- _ .......-_tl..�e__....._ II lCCNs��� w� (7543/284.) 1.676 ACRES VIEWED FOR C"S••.....• G`;`� NOW OR FORMERLY \ M®a®PLI��p��/ONAL 8' HIGH SCREENING \\ REGENCY PARKWAY, INC. \ COMPLIANCE ZONED: G-1 DUMPSTER PWALL OADCRETE& - _. _ FEMA DATED LOMR-r CAS FLOODPLAIN LIMIT0.0C 06-BB40A \ M.H. (VOLUME 2315. PAGE 151) 'JUN 2 1 Z� SERVICE YARD HIGH RIDGE SUBDIVISION NOW OR FORMERLY HIGH RIDGE SUBDIVISION LOT 3 -BLOCK 1 COLLEGE STAB' N ASHLEY BTS, PA E 54) LOT .2 9 BLOCK 1 \ �\ 0.36 ACREs \ ENGINEERING (VOLUME 7489, PAGE 1540 7.2779 ACRES GENERAL CONSTRUCTION NOTES: TxDOT DRIVEWAY PERMIT .NOTES: SITE NOTES:�Q4�jdC�tPim'� z Q W, , �;1� 1. TFIE CONTRACTOR SI -TALI PROMPTLY NOTIFY 1-11E EIVGtIVEEI. OF ANY DISCREPANCIES BETWEEN THESE PLANS �W/ c c DISCIPLINES SPECIFICATIONS. 1. ALL PIPES USED SHALL BE REINFORCED CONCRETE PIPE (RCP). 1. A PORTION OF THIS SITE DOES UE WITHIN THE 100 -YEAR FLOODPLAIN AS GRAFIIICALLY DEPICTED FEMA FIRM �j AND OTHER CONSTRUCTION DRAVIINGS OF DIFFERING DISCIPLINES & SPECIFICATIONS. COMMUNITY N0. 48041, PANEL NO. 0142 C, WITH A14 EFFECTIVE DATE OF JULY 2, 1992. A MAJORITY OF THIS IJP W V ^ �� •s" ?. CULVPR7" CRlnSSII•IGS W9THil•,I THF 30 -FOOL' CI_FAR ZOIVF (PARALLFI CUIVFRTS) SHALT. BF REQUIRED FLOODPLAIN WAS REMOVED BY FERd,4 I.OMR-F CASE PTO. 06-06-BB40A, DATED ,AUGUST 8, 2006. THE FLOODPLAIN X 2. THE 2007 B CS UNIFIED TECHNICAL SPECIFICA110Nti AND STANDARD DETAILS FOR WATER, SEWER, STREET c LIMIT ILLUSTRATED DEPICTS THIS REVISED FLOODPLAIN LINE. J W v I TO HAVE MINIMUM 6:1 SLOPING .ENDS KNOWN AS SAFETY END TREATMEtdTS (�ETs). THE CULVERT SHALL � w AND SIDEWALK CONSTRUCTION ARE ISSUED FOR THIS PROJECT. HAVE SUFFICIENT LENGTH TO ALLOW THE 6:1 SLOPE TO BE ACHIEVED FROM THE EDGE OF PAVEMENT TO y� 00 N.T.S. 2. DESIGNATED HANDICAP PARKING SPACES, WALKS & RAMPS SHALL MEET AI_L TAS &ANSI STAPIDARDS. z 1- Z .,T TI -IE FLOWL.IiJE. AT THE END OF THE SFT. - O 1 % 3. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF THE EXISTING < U) Z Y \ UTILITIES AS SHOWN ON THESE CONSTRUCTION PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY 3. RIPRAP OR STABILIZING MATERIAL SHALL BE PROVIDED AND INSTALLED BY THE CONTRACTOR AT TIME 3. ALL ROOF & GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED SO AS J^ �- X '... COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE OF CONSTRUCTION AS DIRFCTFD BY ARFA FNGINFFR. NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN 150 FEET OF THE SUBJECT iii. 0 LL.I ("`� UO > i- \ P,ELIED UPON AS BEING EXACT OP, COMPLETE, IT IS THE CONTRACTOR'S RESPONSIBILITY TO AVOID ALL EXISTING. LOT, MEASURED FROM A POINT FIVE FEET ABOVE THE GRADE. THIS SCREENING SHALL DC COORDINATED WITH THC LL 1x W �- m W UTILITIES AND REPAIR A14Y DAMAGED LINES, AT HIS OWN EXPENSE, WHETHER THE UTILITY IS SHOWN 014 THE 4. THE COMPLETE PERMIT PACKAGE SHALL BE ON THE PROJECT SITE AT ALL TIMES AND AVAILABLE FOR BUILDING ARCHITECTURE AND SCALE TO MAINTAIN -A UNIFIED .APPEARANCE. W � PLAIDS 'OR NOT. THE CONTRACTOR SHALL NOTIFY THE APPROPRIATE UTILITY COMPANY 4�8 HOURS PRIOR TO -REVIEW BYT%DOT. W Z N N z N ) ANY EYCAV.4TION. THE CONTRACTOR SHALL ALSO NOTIFY THE ENGINEER IF DESIGN CHANGES NEED TO BE 4. ENHANCED PAVING FOR CONCRETE SIDEWALKS SHALL CONSIST QF EITHER BRICK PAVERS OR STAMPED CONCRETE. F- Q � � O MADE IN THE FIELD. 2701- 7 > 5. ALL WORK WITHIN THE STATE RIGHT-OF-WAY SHALL BE PERFORMED IN ACCORDANCE WITH STATE COLOR AND PATTERN SHALL BE DETERMINED BY THE OWNER, BUT GREY OR NATURAL CONCRETE COLORS ARE NOT - Q U) ~O U - 0 C S STANDARDS AND SPECIFICATIONS AS TO THE INSTALLATION AND MATERIALS USED. PERMITTED. V)U -t ¢ O .C4LEtCj_1 FI ORMAJ1.Ot,l:__..-..._.�__ _ _ _ _ _ _--_ �J�/_.,��.. - "'ALL ". _-________-- _ I U N TEXAS ONE CALL: 800-245-4545 6.�� ALL MATERIALS AND tv1C( DESIGNS TO BE PLACED IPI IxDZ)7 RIGhN-OF-WA DS OBTAINED -FROM• WI-ILIJ bU1LDINcrb3tlbACKo AIdU LAoLtv1LIJ 1 --LINED UVLfvLA( UIILY tI1L LA�LAJLIdI--IJhJL-i,� aHUWIV. - -- -- _ Jr^-.W.o4 -- LONE STAR ONE CALL: (800) 669-8344 �C S ,/ TxDOT APPROVED SOURCES AND BE OF APPROVED TxDOT MIX DESIGNS. - Li �) v z _ m �f 6. 100% COVERAGE OF GROUND COVER, DECORATIVE PAVINC4, DECORATIVE ROCK, OR A PERENNIAL GRASS 1S O a TEXAS EXCAVATION SAFETY SYSTEM (DIGTESS): (800) 344-8377 - _ _ _ �.1.� _ SG - 7. ALL LXPOSLD DIRT SURFACES SIIALL BL SOODLD AS SPLCII ILD BY II IL AIRLA LNGINLLR. hEQU1RED IN PARKING LOT ISLANDS, nNlLI_L5 AHD DRAINAGE .AKL.1S, THE 1 .1RLItIG LOT SET BACK., RIGHT--OF-VJ.A'!, - � = O GoCS: LLECfRICAL DIVISION - (979) i64 -366D DURING CONSTRUCTION. J 11 AND ADJACENT PROPERTY DISTURBED ST CTIOIV. 0 Q � \ CoCS: WATER N. SEWER DIVISION - (979) 764-3435 ---) VERIZON: JIM SURVANT - (979) 82.1-4300 8. 4:1 MAXIMUM SLOPE ON THE DITCH FRONT SLOP[ IS REQUIRED. (n W0 p 7. 11 -IE CUPIIR.4CIOIR SHALL COIVTACI; MIR. WALLY URRUTA, CoCS PUBLIC WORKS - S.41VII-.411UM (9/9-/64-3841), FOR w J !, \ ATMOS ENERGY: KIMBERLY WINN - (979) !Z•1-2506 S 9. fill 1,10 EVENT WILL AIV EDGE DROP OFF BE PERMIFIED DURING THE HOURS OFU . DARKNESS. IF THE FIELD VERIFICATION PRIOR TO FORMING OR PLACEMENT OF C014CRETE FOR ALL DUMPSTER PADS. ¢ A cr EXXON -MOBILE: MICHAEL HLUZA - (281) 591-3720 Z� CONvTRACTOR, DUE TO UNFORESEEN CIRCUMSTANCES IS LINABLE TO COMPLETE A SECTION BEFORE THE I.. ' SEMINOLE PIPELINE: JIM ROLAND - (979) 421-0460 ''Y/f, END OF THE WORK DAY, BASE MATERIAL CAPABLE OF VEHICLE SUPPORT SHALL BE PULLED BACK TO THE B. .ALL BUILDING AND FREE-STANDL FREE-STANDING SIGNS WILL BE PERMITTED SEPARATELY. - O z i CITGO GAS: DOUG CLINE - (713) 416-1289 EXISTING PAVEMENT EDGE ON A 4:1 SLOPE. Z © W r ENERGY TRANSFER PIPELINE: JEFF MULLINS - (979) 820-5796 9. THE DUMPSTER ENCLOSURE IS STRICTLY FOR THE USE OF THE GARBAGE DUMPSTER ONLY, Ld 1M 4\ SUDDENLINK: MIKE LAVENDER - (979) 846-2229 10. PROPOSED SIGNS, OR THOSE WHICH REQUIRE RELOCATION, SHALL BE DONE III ACCORDANCE TO THE Z 0 FOLLOWING SIANDARDS: SMD (GLTI)-02 & SI,JD (SUP -1)-02 "IHRU SMD (SLIP -3)-02. 4. CONTRACTOR TO VERIFY ALL UNDERGROUND UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION. I I DIMENSIONAL CONTROL NOTES: \� 11. THE TEXAS UNIVERSAL TRIANGULAR SLIP BASE SIGN SUPPORTS WILL BE REQUIRED FOR ALL SIGNAGE \ 5. THE CONTRACTOR SHALL_ BE RESPONSIBLE FOR THE PROTECTION OF ALL EYIST114G UTILITIES OR SERVICE WITHIN IxD01 RIGHI-0I--WAY. 1. ]HE CONIRACIOR MAY OBTAIN AN EI_LCIRONIC COPY OF 1Ht SITL PLAN FOR CONSIRUC•110N PURPOSES. THE LINES THAT ARE CROSSED OR EXPOSED DURING CONSTRUCTION OPERATIONS. WHERE EXISTING UTILITIES OR ELECTRONIC FILE AND INFORMATION GENERATED, BY RABON METCALF ENGINEERING (RME), FOR THIS PROJECT IS .^ SERVICE LINES ARE CUT, BROKEN, OR DAMAGED, THE CONTRACTOR SHALL REPAIR OR REPLACE THE UTILITIES 12. THE CONTRACTOR SHALL_ NOT CREATE A DIRT NUISANCE OR SAFETY HAZARD IN ANY STREET. THE COi•1SIDERED BY RIv1E TO BE COiJFIDENTIAL, WHEN ISSUED, IT'S USE IS INTEND SOLELY FOR THE INDIVIDUAL OR ENTITY --•^.r-•� OR SERVICE LINE WITH THE SAME TYPE OF MATERIAL AND CONSTRUCTION OR BETIER; THIS MATERIAL AND PAVEMENT SHALT_ BE CLEANED DAILY. TO WHICH IT IS ADDRESSED, THIS MATERIAL IS INTENDED FOR USE BY THE RECIPIENT NAMED, ONLY, AND PERMISSION WORT( SHALL BE AT THE CONTRAGiOR'S OWN EXPLNSL. IS NOT GRANTED TO THE RECIPIENT FOR DISTRIBUTION OF THESE DOCUMENTS IN ANY FORM OR FASHION. THE CLIENT INFORMATION 6. DURING THE EXECUTION OF THE WORK, THE CONTRACTOR SHALL MAINTAIN THE PROJECT SITE IN AN TRAFFIC CONTROL NOTES: RECIPIENT UNDERSTANDS THAT THIS DATA IS .AUTHORIZED "AS IS" WITHOUT ANY WARRANTY AS TO .ITS PERFORMANCE, NINFA'S MEXICAN RESTAURANT w ACCURACY, FREEDOM FROM ERROR, OR AS TO ANY RESULTS GENERATED THROUGH ITS USE. THE RECIPIENT ALSO c/o MARIO RODRIGUEZ ORDERLY AND ACCEPTABLE MANNER AS FAR AS PRACIICAI-. THE CONTRACTOR SHALT_ CLEAN AIJD REMOVE UNDERSTANDS AND AGREES THAT RME, UPON RELEASE OF SUCH DATA, IS NO LONGER RESPONSIBLE FOR THEIR USE 1102 HARVEY ROAD FROM THE PROJECT AREA ALL SURPLUS AND DISCARDED MATERIALS, TEMPORARY STRUCTURES, AND DEBRIS OF 1. -CONTRACTOR SHALL PROVIDE AND INSTALL TRAFFIC CONTROL DEVICES III CONFORMANCE WITH PART M OR MODIFICATION. THE USER AND RECIPIENT OF THE ELECTRONIC DATA ACCEPTS FULL RESPONSIBILITY AND LIABILITY COLLEGE STATION, TX 77840 AIJY KIND AND SHALL LEAVE THE PROJECT SITE III A NEAT AND ORDERLY CONDITION. ALL CLEA14 UP WILL BE OF THE TEXAS MANUAL ON UNIFORM TRAFFIC CONIROL DEVICES (TEXAS MUTCO, MOSF RECENT EDITION FOR ANY CONSEQUENCES ARISING OUT OF THEIR USE. OFF: (979) 693-0506 ('tXAS WO D DONE TO.THF 9ATISFAC.TI01I OF THE FNGINFFR. WI01 RLVISJONS) DURING CONSIRUCHON. 2. ALL DIMENSIONS 51 -TOWN ARE TO BE USED IN CONJUNCTIONWITFI THESE PLATYS FOR LOCATINGFAX: (979) ALL IMPROVEMENTS ( ) 693-0207 ,". SP WA Z. CONTRACTOR SHAI.I. COMPLY WITH 1..ATFST EDITION OF OSHA RECUL.ATIONS.AND THE STATE OF TEXAS I, AWS 2 LANE CLOSURE WILL NOT BE ALLOWED UNLESS APPROVED BY THE COUNTY OR CITY ENGINEER, AND 31-IALL BE FIELD VERIFIED BY THE CONTRACTOR FOR WORKABILITY PRIOR TO CONSTRUCTION OF IMPROVEMENTS. -- CONCERNING EXCAVATION. WHICHt-VER IS APPIJCAHLE. FILENAME 0296SPlB I SCALE: 1"=30' .-- 3. UNLESS OTHERWISE SHOWN, ALL DIMENSIONING IS TO THE BACK OF CURB OR EDGE OF PAVEMENT, WHICHEVER IS SUBMITTED DATE: APR. 30, 2007 8. CONTRACTOR SHALL MAINTAIN A SET OF REDLINE DRAWINGS, RECORDING AS -BUILT CONDITIONS DURING 3. THE WORK SHALT_ BE COMPLETED SUCH THAT THE ROADWAY WILL BF FULLY OPENED TO TRAFFIC APPLICABLE CONSTRUCTION. THESE REDLINE MARKED UP DRAWINGS WILL BE SUBMITTED TO THE DESIGN CONSULTANT WHO OVERNIGHT. OVERNIGHT LANE CLOSURES WILL NOT BF PERMITTED,' UNI_FSS OTHERWISE APPROVED BY THE DRAWN BY: R.A.M. WILL IvIAh:E THE CHANGES ON THE ORIGINAL TRACINGS, LABELING EACH SHEEF IN IHE SEI AS "RECORD APPLICABLE ENGINEER. 4-. UNLESS OTHERWISE SHOWN, ALL RADIUS FOR CURBS ARE 4'-0" (AT FACE OF CURB) AND 2'-0" FOR SIDEWALKS. CHECKED BY: R.A.M. DRAWINGS", AND RETURNING SAME TO THE CITY -ENGINEER. FIELD BOOK: td/A PAGES: IV/.4 ' 4. PLASTIC DRUMS SHALL BE USED FOR OVERNIGHT DELINEATION OF OFF ROADWAY WORK AREAS. 5, THE BOUNDARY SURVEY DATA ILLUSTRATED WAS PERFORMED AND PROVIDED BY McCLURE & BROWNE ENGINEERING 9. THE COHIRACTOR SHALL BE 13=5PONSIBLE I -OTR SAFEGUARDING AND PROTECTING ALL MAIFRIAL AND & SURVE'iIHG. ALL TOPOGRAPHICAL DATA ILLUSTRATED WAS PROVIDED BY AN Old -111E -GROUND SURVEY PERFORMED RABON METCALF ENGINEERING '. EQUIPMENT STORED ON THE JOBSITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE STORAGE OF 5 " THE STANDARD TxDOT TRAFFIC CONI"ROL i'LAN (TCI'1-1-98) IS ISSUED FOR REFERENCE ONLY. IF BY THIS OFFICE. CLIENT NO. PROJECT NO. MATERIALS IN A SAFE AND WORKMANLIKE MANNER TO PREVENT INJURIES, DURING AND AFTER WORKING HOURS, REQUIRED, THE CONTRACTOR SHALL PROVIDE TxDOT WITH A SITE SPECIFIC TRAFFIC CONTROL PLAt-I FOR 2O8 - 02�� UNTII, PROJECT COMPI,FTION. APPROVAI. AND USF- 6. PROJECT BENCHMARK: BRIDGE DECK OF PRIVATE ROAD BRIDE, CROSS"INC CARTERS CREEK, LOCATED APPROXIMATELY 500 LINEAR FEET NORTH AND UPSTREAM OF CARTERS CREEP: 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PAY FOR AND OBTAIN ALL REQUIRED PERMITS _ ELEV. = 262.40' AND IN SPFCTION APPROVAI S FOR All WORK SHOWN. 11. ANY ADJACENT PROPERTY AND RIGHT-OF-WAY DISTURBED DURING CONSTRUCTION WILL BE RETURNED TO TBM #1: SQUARE CHISELED IN HE CORNER OF HEADWALL FOR 6'x4' BOX CULVERT LOCATED NEAR THE SW THEIR EXISTING CONDITIONS OR BETTER. CORNER OF THE SUBJECT TRACT. ELEV. = 261.80' �■ • r"� _ ^A&S&I 2 _ SHEET N0. 20F 10 1"p Ig vv. `-I a i - 2-W , 5 B. P. ,-. - ate' - VALVE VAULT n �' 2$ _... ��S __.r7 _- -_. _ \ 471 415 SO.FT. 4 -BAY BICYCLE :R�A:C]�a w O' �b 3 J , FlRE LANE 23.00' V cANUPY A (OUTDOOR SEATING) _. o �JA 85 (q,)20')- MINFA'S MEXICAN F.D.G. 6 1 SP 91. 0' w y°> _ _ _ ea,pC.0 0 O o so.Fr. C. . RESTAURANT ,0.63' 1 SPI (9'.20') = 2�= 1 -STORY 31 1 ( ) < (FOOTPRINT=7,511 SQ.FT.) N JUNCTION BOX O NOW OR FORMERLY O - - - BUILDING SETBACK LINE RODCO INVESTMENTS, LLC ° -- PROPERTY LINE -------- EASEMENT LINE (VOL. 7723, PG. 24) FL0ODWAYSUBSTANTIALLY _ . _ _.. - TO -SHEET C3.1 --FOR , ... _�. FER TO SHEET C3.1 FOR _. _ _ ._ N LIMIT COMPLETE 20 TEMPORARY UTILITY � SI &PARKING DETAILS a EASEMENT (1201/63) ISSUED FOR 9 SP (9' 204):=91.(\ CONSTRUCTION _ 2.00' l� SPC (9,12 ,.fo --'- 6119107 s4 6 HIGH CONSTRUCTION DRAWINGS 74 ss v k S ���� ISSUED PRIOR TO THIS �e �C�f3tPhFT-IRBht �iE�;�SC�IYE a v, (TOTAL=8,406 SQ.FT) C.O. 0 0 0 GREASE TRAP g o \J o a `� EWED FOR DATE ARE REPLACED BY a r;- THIS SET & SHOULD NOT 0 o RE UIRED BE USED FOR COMPLIANCE } 7 o . H/C PARKING SPACES, rntL LANE O��u �B ��� JUN 2 2007 w rig CONSTRUCTION. SIGNS, & RAMPS , 6D - $ [1] 13. �6. 9 S 6)=2 2:00 _ . �. tS�,� y������i�d ?Y int? 3T U� L 11i U?j 110 t(� ' SIC. �J12 ,5 ^ COLLEGE STATIQ ❑ �e or �- _ r� D �� �. P 1 - ;.. zs o ' _ `� DEVELOPrfiNTSEWICES ❑ NOT Fic-1' UIPIED e . - - ?.5' SETBACK LIhIL�RP _ 7, 5' "ETBA.CK LII+IE - _ _ - - - *.•••ON A. ALF% R�eo �� S 76' 11' 24" W - 566.54' �.. S' i3loT TBlvi �fl-vHkIABLL WIDTH r ZONED: C-2 aN � NI ELEV.=261.60' DRAINACE EASEMENT GREENSWAY DEDICATION g- _ .......-_tl..�e__....._ II lCCNs��� w� (7543/284.) 1.676 ACRES VIEWED FOR C"S••.....• G`;`� NOW OR FORMERLY \ M®a®PLI��p��/ONAL 8' HIGH SCREENING \\ REGENCY PARKWAY, INC. \ COMPLIANCE ZONED: G-1 DUMPSTER PWALL OADCRETE& - _. _ FEMA DATED LOMR-r CAS FLOODPLAIN LIMIT0.0C 06-BB40A \ M.H. (VOLUME 2315. PAGE 151) 'JUN 2 1 Z� SERVICE YARD HIGH RIDGE SUBDIVISION NOW OR FORMERLY HIGH RIDGE SUBDIVISION LOT 3 -BLOCK 1 COLLEGE STAB' N ASHLEY BTS, PA E 54) LOT .2 9 BLOCK 1 \ �\ 0.36 ACREs \ ENGINEERING (VOLUME 7489, PAGE 1540 7.2779 ACRES GENERAL CONSTRUCTION NOTES: TxDOT DRIVEWAY PERMIT .NOTES: SITE NOTES:�Q4�jdC�tPim'� z Q W, , �;1� 1. TFIE CONTRACTOR SI -TALI PROMPTLY NOTIFY 1-11E EIVGtIVEEI. OF ANY DISCREPANCIES BETWEEN THESE PLANS �W/ c c DISCIPLINES SPECIFICATIONS. 1. ALL PIPES USED SHALL BE REINFORCED CONCRETE PIPE (RCP). 1. A PORTION OF THIS SITE DOES UE WITHIN THE 100 -YEAR FLOODPLAIN AS GRAFIIICALLY DEPICTED FEMA FIRM �j AND OTHER CONSTRUCTION DRAVIINGS OF DIFFERING DISCIPLINES & SPECIFICATIONS. COMMUNITY N0. 48041, PANEL NO. 0142 C, WITH A14 EFFECTIVE DATE OF JULY 2, 1992. A MAJORITY OF THIS IJP W V ^ �� •s" ?. CULVPR7" CRlnSSII•IGS W9THil•,I THF 30 -FOOL' CI_FAR ZOIVF (PARALLFI CUIVFRTS) SHALT. BF REQUIRED FLOODPLAIN WAS REMOVED BY FERd,4 I.OMR-F CASE PTO. 06-06-BB40A, DATED ,AUGUST 8, 2006. THE FLOODPLAIN X 2. THE 2007 B CS UNIFIED TECHNICAL SPECIFICA110Nti AND STANDARD DETAILS FOR WATER, SEWER, STREET c LIMIT ILLUSTRATED DEPICTS THIS REVISED FLOODPLAIN LINE. J W v I TO HAVE MINIMUM 6:1 SLOPING .ENDS KNOWN AS SAFETY END TREATMEtdTS (�ETs). THE CULVERT SHALL � w AND SIDEWALK CONSTRUCTION ARE ISSUED FOR THIS PROJECT. HAVE SUFFICIENT LENGTH TO ALLOW THE 6:1 SLOPE TO BE ACHIEVED FROM THE EDGE OF PAVEMENT TO y� 00 N.T.S. 2. DESIGNATED HANDICAP PARKING SPACES, WALKS & RAMPS SHALL MEET AI_L TAS &ANSI STAPIDARDS. z 1- Z .,T TI -IE FLOWL.IiJE. AT THE END OF THE SFT. - O 1 % 3. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF THE EXISTING < U) Z Y \ UTILITIES AS SHOWN ON THESE CONSTRUCTION PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY 3. RIPRAP OR STABILIZING MATERIAL SHALL BE PROVIDED AND INSTALLED BY THE CONTRACTOR AT TIME 3. ALL ROOF & GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED SO AS J^ �- X '... COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE OF CONSTRUCTION AS DIRFCTFD BY ARFA FNGINFFR. NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN 150 FEET OF THE SUBJECT iii. 0 LL.I ("`� UO > i- \ P,ELIED UPON AS BEING EXACT OP, COMPLETE, IT IS THE CONTRACTOR'S RESPONSIBILITY TO AVOID ALL EXISTING. LOT, MEASURED FROM A POINT FIVE FEET ABOVE THE GRADE. THIS SCREENING SHALL DC COORDINATED WITH THC LL 1x W �- m W UTILITIES AND REPAIR A14Y DAMAGED LINES, AT HIS OWN EXPENSE, WHETHER THE UTILITY IS SHOWN 014 THE 4. THE COMPLETE PERMIT PACKAGE SHALL BE ON THE PROJECT SITE AT ALL TIMES AND AVAILABLE FOR BUILDING ARCHITECTURE AND SCALE TO MAINTAIN -A UNIFIED .APPEARANCE. W � PLAIDS 'OR NOT. THE CONTRACTOR SHALL NOTIFY THE APPROPRIATE UTILITY COMPANY 4�8 HOURS PRIOR TO -REVIEW BYT%DOT. W Z N N z N ) ANY EYCAV.4TION. THE CONTRACTOR SHALL ALSO NOTIFY THE ENGINEER IF DESIGN CHANGES NEED TO BE 4. ENHANCED PAVING FOR CONCRETE SIDEWALKS SHALL CONSIST QF EITHER BRICK PAVERS OR STAMPED CONCRETE. F- Q � � O MADE IN THE FIELD. 2701- 7 > 5. ALL WORK WITHIN THE STATE RIGHT-OF-WAY SHALL BE PERFORMED IN ACCORDANCE WITH STATE COLOR AND PATTERN SHALL BE DETERMINED BY THE OWNER, BUT GREY OR NATURAL CONCRETE COLORS ARE NOT - Q U) ~O U - 0 C S STANDARDS AND SPECIFICATIONS AS TO THE INSTALLATION AND MATERIALS USED. PERMITTED. V)U -t ¢ O .C4LEtCj_1 FI ORMAJ1.Ot,l:__..-..._.�__ _ _ _ _ _ _--_ �J�/_.,��.. - "'ALL ". _-________-- _ I U N TEXAS ONE CALL: 800-245-4545 6.�� ALL MATERIALS AND tv1C( DESIGNS TO BE PLACED IPI IxDZ)7 RIGhN-OF-WA DS OBTAINED -FROM• WI-ILIJ bU1LDINcrb3tlbACKo AIdU LAoLtv1LIJ 1 --LINED UVLfvLA( UIILY tI1L LA�LAJLIdI--IJhJL-i,� aHUWIV. - -- -- _ Jr^-.W.o4 -- LONE STAR ONE CALL: (800) 669-8344 �C S ,/ TxDOT APPROVED SOURCES AND BE OF APPROVED TxDOT MIX DESIGNS. - Li �) v z _ m �f 6. 100% COVERAGE OF GROUND COVER, DECORATIVE PAVINC4, DECORATIVE ROCK, OR A PERENNIAL GRASS 1S O a TEXAS EXCAVATION SAFETY SYSTEM (DIGTESS): (800) 344-8377 - _ _ _ �.1.� _ SG - 7. ALL LXPOSLD DIRT SURFACES SIIALL BL SOODLD AS SPLCII ILD BY II IL AIRLA LNGINLLR. hEQU1RED IN PARKING LOT ISLANDS, nNlLI_L5 AHD DRAINAGE .AKL.1S, THE 1 .1RLItIG LOT SET BACK., RIGHT--OF-VJ.A'!, - � = O GoCS: LLECfRICAL DIVISION - (979) i64 -366D DURING CONSTRUCTION. J 11 AND ADJACENT PROPERTY DISTURBED ST CTIOIV. 0 Q � \ CoCS: WATER N. SEWER DIVISION - (979) 764-3435 ---) VERIZON: JIM SURVANT - (979) 82.1-4300 8. 4:1 MAXIMUM SLOPE ON THE DITCH FRONT SLOP[ IS REQUIRED. (n W0 p 7. 11 -IE CUPIIR.4CIOIR SHALL COIVTACI; MIR. WALLY URRUTA, CoCS PUBLIC WORKS - S.41VII-.411UM (9/9-/64-3841), FOR w J !, \ ATMOS ENERGY: KIMBERLY WINN - (979) !Z•1-2506 S 9. fill 1,10 EVENT WILL AIV EDGE DROP OFF BE PERMIFIED DURING THE HOURS OFU . DARKNESS. IF THE FIELD VERIFICATION PRIOR TO FORMING OR PLACEMENT OF C014CRETE FOR ALL DUMPSTER PADS. ¢ A cr EXXON -MOBILE: MICHAEL HLUZA - (281) 591-3720 Z� CONvTRACTOR, DUE TO UNFORESEEN CIRCUMSTANCES IS LINABLE TO COMPLETE A SECTION BEFORE THE I.. ' SEMINOLE PIPELINE: JIM ROLAND - (979) 421-0460 ''Y/f, END OF THE WORK DAY, BASE MATERIAL CAPABLE OF VEHICLE SUPPORT SHALL BE PULLED BACK TO THE B. .ALL BUILDING AND FREE-STANDL FREE-STANDING SIGNS WILL BE PERMITTED SEPARATELY. - O z i CITGO GAS: DOUG CLINE - (713) 416-1289 EXISTING PAVEMENT EDGE ON A 4:1 SLOPE. Z © W r ENERGY TRANSFER PIPELINE: JEFF MULLINS - (979) 820-5796 9. THE DUMPSTER ENCLOSURE IS STRICTLY FOR THE USE OF THE GARBAGE DUMPSTER ONLY, Ld 1M 4\ SUDDENLINK: MIKE LAVENDER - (979) 846-2229 10. PROPOSED SIGNS, OR THOSE WHICH REQUIRE RELOCATION, SHALL BE DONE III ACCORDANCE TO THE Z 0 FOLLOWING SIANDARDS: SMD (GLTI)-02 & SI,JD (SUP -1)-02 "IHRU SMD (SLIP -3)-02. 4. CONTRACTOR TO VERIFY ALL UNDERGROUND UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION. I I DIMENSIONAL CONTROL NOTES: \� 11. THE TEXAS UNIVERSAL TRIANGULAR SLIP BASE SIGN SUPPORTS WILL BE REQUIRED FOR ALL SIGNAGE \ 5. THE CONTRACTOR SHALL_ BE RESPONSIBLE FOR THE PROTECTION OF ALL EYIST114G UTILITIES OR SERVICE WITHIN IxD01 RIGHI-0I--WAY. 1. ]HE CONIRACIOR MAY OBTAIN AN EI_LCIRONIC COPY OF 1Ht SITL PLAN FOR CONSIRUC•110N PURPOSES. THE LINES THAT ARE CROSSED OR EXPOSED DURING CONSTRUCTION OPERATIONS. WHERE EXISTING UTILITIES OR ELECTRONIC FILE AND INFORMATION GENERATED, BY RABON METCALF ENGINEERING (RME), FOR THIS PROJECT IS .^ SERVICE LINES ARE CUT, BROKEN, OR DAMAGED, THE CONTRACTOR SHALL REPAIR OR REPLACE THE UTILITIES 12. THE CONTRACTOR SHALL_ NOT CREATE A DIRT NUISANCE OR SAFETY HAZARD IN ANY STREET. THE COi•1SIDERED BY RIv1E TO BE COiJFIDENTIAL, WHEN ISSUED, IT'S USE IS INTEND SOLELY FOR THE INDIVIDUAL OR ENTITY --•^.r-•� OR SERVICE LINE WITH THE SAME TYPE OF MATERIAL AND CONSTRUCTION OR BETIER; THIS MATERIAL AND PAVEMENT SHALT_ BE CLEANED DAILY. TO WHICH IT IS ADDRESSED, THIS MATERIAL IS INTENDED FOR USE BY THE RECIPIENT NAMED, ONLY, AND PERMISSION WORT( SHALL BE AT THE CONTRAGiOR'S OWN EXPLNSL. IS NOT GRANTED TO THE RECIPIENT FOR DISTRIBUTION OF THESE DOCUMENTS IN ANY FORM OR FASHION. THE CLIENT INFORMATION 6. DURING THE EXECUTION OF THE WORK, THE CONTRACTOR SHALL MAINTAIN THE PROJECT SITE IN AN TRAFFIC CONTROL NOTES: RECIPIENT UNDERSTANDS THAT THIS DATA IS .AUTHORIZED "AS IS" WITHOUT ANY WARRANTY AS TO .ITS PERFORMANCE, NINFA'S MEXICAN RESTAURANT w ACCURACY, FREEDOM FROM ERROR, OR AS TO ANY RESULTS GENERATED THROUGH ITS USE. THE RECIPIENT ALSO c/o MARIO RODRIGUEZ ORDERLY AND ACCEPTABLE MANNER AS FAR AS PRACIICAI-. THE CONTRACTOR SHALT_ CLEAN AIJD REMOVE UNDERSTANDS AND AGREES THAT RME, UPON RELEASE OF SUCH DATA, IS NO LONGER RESPONSIBLE FOR THEIR USE 1102 HARVEY ROAD FROM THE PROJECT AREA ALL SURPLUS AND DISCARDED MATERIALS, TEMPORARY STRUCTURES, AND DEBRIS OF 1. -CONTRACTOR SHALL PROVIDE AND INSTALL TRAFFIC CONTROL DEVICES III CONFORMANCE WITH PART M OR MODIFICATION. THE USER AND RECIPIENT OF THE ELECTRONIC DATA ACCEPTS FULL RESPONSIBILITY AND LIABILITY COLLEGE STATION, TX 77840 AIJY KIND AND SHALL LEAVE THE PROJECT SITE III A NEAT AND ORDERLY CONDITION. ALL CLEA14 UP WILL BE OF THE TEXAS MANUAL ON UNIFORM TRAFFIC CONIROL DEVICES (TEXAS MUTCO, MOSF RECENT EDITION FOR ANY CONSEQUENCES ARISING OUT OF THEIR USE. OFF: (979) 693-0506 ('tXAS WO D DONE TO.THF 9ATISFAC.TI01I OF THE FNGINFFR. WI01 RLVISJONS) DURING CONSIRUCHON. 2. ALL DIMENSIONS 51 -TOWN ARE TO BE USED IN CONJUNCTIONWITFI THESE PLATYS FOR LOCATINGFAX: (979) ALL IMPROVEMENTS ( ) 693-0207 ,". SP WA Z. CONTRACTOR SHAI.I. COMPLY WITH 1..ATFST EDITION OF OSHA RECUL.ATIONS.AND THE STATE OF TEXAS I, AWS 2 LANE CLOSURE WILL NOT BE ALLOWED UNLESS APPROVED BY THE COUNTY OR CITY ENGINEER, AND 31-IALL BE FIELD VERIFIED BY THE CONTRACTOR FOR WORKABILITY PRIOR TO CONSTRUCTION OF IMPROVEMENTS. -- CONCERNING EXCAVATION. WHICHt-VER IS APPIJCAHLE. FILENAME 0296SPlB I SCALE: 1"=30' .-- 3. UNLESS OTHERWISE SHOWN, ALL DIMENSIONING IS TO THE BACK OF CURB OR EDGE OF PAVEMENT, WHICHEVER IS SUBMITTED DATE: APR. 30, 2007 8. CONTRACTOR SHALL MAINTAIN A SET OF REDLINE DRAWINGS, RECORDING AS -BUILT CONDITIONS DURING 3. THE WORK SHALT_ BE COMPLETED SUCH THAT THE ROADWAY WILL BF FULLY OPENED TO TRAFFIC APPLICABLE CONSTRUCTION. THESE REDLINE MARKED UP DRAWINGS WILL BE SUBMITTED TO THE DESIGN CONSULTANT WHO OVERNIGHT. OVERNIGHT LANE CLOSURES WILL NOT BF PERMITTED,' UNI_FSS OTHERWISE APPROVED BY THE DRAWN BY: R.A.M. WILL IvIAh:E THE CHANGES ON THE ORIGINAL TRACINGS, LABELING EACH SHEEF IN IHE SEI AS "RECORD APPLICABLE ENGINEER. 4-. UNLESS OTHERWISE SHOWN, ALL RADIUS FOR CURBS ARE 4'-0" (AT FACE OF CURB) AND 2'-0" FOR SIDEWALKS. CHECKED BY: R.A.M. DRAWINGS", AND RETURNING SAME TO THE CITY -ENGINEER. FIELD BOOK: td/A PAGES: IV/.4 ' 4. PLASTIC DRUMS SHALL BE USED FOR OVERNIGHT DELINEATION OF OFF ROADWAY WORK AREAS. 5, THE BOUNDARY SURVEY DATA ILLUSTRATED WAS PERFORMED AND PROVIDED BY McCLURE & BROWNE ENGINEERING 9. THE COHIRACTOR SHALL BE 13=5PONSIBLE I -OTR SAFEGUARDING AND PROTECTING ALL MAIFRIAL AND & SURVE'iIHG. ALL TOPOGRAPHICAL DATA ILLUSTRATED WAS PROVIDED BY AN Old -111E -GROUND SURVEY PERFORMED RABON METCALF ENGINEERING '. EQUIPMENT STORED ON THE JOBSITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE STORAGE OF 5 " THE STANDARD TxDOT TRAFFIC CONI"ROL i'LAN (TCI'1-1-98) IS ISSUED FOR REFERENCE ONLY. IF BY THIS OFFICE. CLIENT NO. PROJECT NO. MATERIALS IN A SAFE AND WORKMANLIKE MANNER TO PREVENT INJURIES, DURING AND AFTER WORKING HOURS, REQUIRED, THE CONTRACTOR SHALL PROVIDE TxDOT WITH A SITE SPECIFIC TRAFFIC CONTROL PLAt-I FOR 2O8 - 02�� UNTII, PROJECT COMPI,FTION. APPROVAI. AND USF- 6. PROJECT BENCHMARK: BRIDGE DECK OF PRIVATE ROAD BRIDE, CROSS"INC CARTERS CREEK, LOCATED APPROXIMATELY 500 LINEAR FEET NORTH AND UPSTREAM OF CARTERS CREEP: 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PAY FOR AND OBTAIN ALL REQUIRED PERMITS _ ELEV. = 262.40' AND IN SPFCTION APPROVAI S FOR All WORK SHOWN. 11. ANY ADJACENT PROPERTY AND RIGHT-OF-WAY DISTURBED DURING CONSTRUCTION WILL BE RETURNED TO TBM #1: SQUARE CHISELED IN HE CORNER OF HEADWALL FOR 6'x4' BOX CULVERT LOCATED NEAR THE SW THEIR EXISTING CONDITIONS OR BETTER. CORNER OF THE SUBJECT TRACT. ELEV. = 261.80' �■ • r"� _ ^A&S&I 2 _ SHEET N0. 20F 10 1"p Ig vv. `-I a i OEX I ERIOR ELEV, NORTH 1000,l 1/8"=1'-0" 02 EXTI SOUTH BUILDING SIGNAGE ROOF LINE MODULAR FACE BRICK STUCCO ACCENT COLOR OVER CMU PRE -FIN AWNING IOR ELEV ON 9O 0 CONCEALED NEON i LIGHTING __E:�'s y .—�=0im j E�—..v—�r3-1"3i.finsc�raotrrv.+c�>v� r a.,cer,z.�i,.daiv — PERCENTAGE PLASTER 371 S.F. m MASONRY 2,851 S.F. 76% PATIO ROOF 185 S.F. 6% OPENINGS 357 S.F. 9% 16"X24" STONE ARCHITECTURAL RELIEF — ELEMENT -CANOPY (1) 40 04 EXTERI WEST I CAST STONE — HEADERS ARCHITECTURAL RELIEF ELEMENT -PILASTER (2) 1.0% . 45'-0" ELEVATION — PATIO I ARCHITECTURAL REILIE ELEMENT-PORCI (1) X ALUMINUM Py 1 �-- FENCE1 RELIEF' ARCHITECTURAL ELEMENT -PILASTER (2) 21'-4" -� O N N \ SERVICE YARD \\— SCREEN WALL B-YOND ARCHITECTURAL RELIEF ELEMENT -PORCH (1) 1/80=11-011 ARCHITECTURAL RELIEF RCHITECTURAL RELIEF — 4P' LASTER (2) ELEMENT -CANOPY (1) 21'-4' EXTERIO ATI EAST 0 GENERAL NOTES 1. PER UDO SECTION 7.9.B.4.o, ALL BUILDING FACADES AND ROOFS SHALL CONSIST 01""9 ._ COLORS FROM THE COLOR PALETTE APPROVED BY THE CITY COUNCIL AS AMENDED BY THE DRB AND MAINTAINED IN THE OFFICE OF THE ADMINISTRATOR. ALL OTHER COLORS SHALL BE CONSIDERED ACCENT COLORS AND MAY BE USED ON NO MORE THAN FIFTEEN PERCENT (15%) OF THE FACADE ON WHICH THE ACCENT COLOR IS APPLIED, 2. PER UDO SECTION 7.9.8.4.c,WHEN APPLYING BRICK, COLORS NATURALLY FOUND IN FIRED BRICK ARE PERMITTED. ALL COLORS OF NATURAL STONE ARE PERMITTED. 3. REFER TO THE FACADE TABLE BELOW FOR PERCENTAGE OF COLORS ON EACH FACADE 4. ALL BUILDING SIGNAGE SHALL BE PERMITTED SEPERATELY. NORTH FACADE TOTAL SQUARE FOOTAGE:3,764 S.F. MATERIAL AREA IN S.F. PERCENTAGE PLASTER 371 S.F. 10 % MASONRY 2,851 S.F. 76% PATIO ROOF 185 S.F. 6% OPENINGS 357 S.F. 9% SOUTH FACADE TOTAL SQUARE FOOTAGE:3,444 S.F. MATERIAL AREA IN S.F. PERCENTAGE PLASTER 386 S.F. 11 % MASONRY 2,483 S.F. 72% OPENINGS 575 S.F. 17% 041 EXTE PATIO 0 1 WEST FACADE TOTAL SQUARE FOOTAGE:1,952 S.F. MATERIAL AREA IN S.F. PERCENTAGE PLASTER 183 S.F. 10% MASONRY 1,389 S.F. 71% PATIO ROOF 171 S.F. 9% OPENINGS 209 S.F. 10% EAST FACADE TOTAL SQUARE FOOTAGE:1,978 S.F. MATERIAL AREA IN S.F. PERCENTAGE PLASTER 231 S.F. 12% MASONRY 1,720 S.F. 87% OPENINGS 27 S.F. 1% ALUM. AWNING, BEYOND CEILING FANS, RE:MEP TREATED WOOD TRIM LIGHT WEIGHT CEMENT TILE ROOF ON TREATED TONGUE AND GROOVE WOOD DECKING ON 4X10 RAFTERS PRE -FIN MTL. DRIP EDGE PREFORMED FIBERGLASS_IUMN Q 1 3'-0" WIDE EGRESS SWINGING GATE 0 L NISH F '-8�Y" T 3 -8 16"X24" STONE ON J" SHEATHING ON 2X4 WOOD STUDS PRE -FIN, ALUM FENCING OR SECTION ROOF LINE 1/4"=1'-0" - �.. REVIEWED FOR COMPLIANCE AUG d 7 2007i� MODULAR FACE BRICK PRE -CAST STONE Ot STUCCO ACCENT COLOR OVER CMU — PRE- N ALUM. AWNI v S ARCHITECTURAL RELIEF ARCHITECTURAL RELIEF ELEMENT -CANOPY (1) 45'-0" ELEMEN -PILASTER (2) GOLI.EGE sTATIOW o�+�I.or�r sr�vlc�s N O N1 ' STONE CAP 11'-8" V-0" STONE CAP -J (BEYOND) FACE BRICK ON EPDXY PAINTED 6" CMU CMU BOND BEAM 10" PAINTED 6" CMU (BEYOND) SERVICE YARD PAVING J —V I 16"X24" STONE FINISH FLOOR j, 0'-0'` 1JJ Vml\ 08/06/07 PROJECT NO. 06.2007 DRAWN BY CHECKED BY REVISION ,& 08/21 07-CSREV 0 H X z F - Z_ �Q O vJ LL. w F- Z °C w �. zU O Lu _ J w O 2 U 06 EXTERIOR SECTION 1/8"=1'-0" SERVICE WALL 1/4"=1'-0" 2V O © Copyright 2007 by R.L. Payne & Associates, Inc. ann�n � ,Q0 qT£ oF.���P� (c AO 2037 ,n, q U 0o Z =U CL LLi z d Z C/) (-' d 0) w I 65 _j I `^ vJ Q 0 co Z O Q p 0 0� _O I— w Q Qz Lr) LL_ W Q � N W06 Z � N '� CN w w Z f_ 3: 1 Z �z( O Q �¢ � n - H w W v) 1 W �- uj1= WWW F_ Z rn�z J ��� cr- Lo Lu 06 EXTERIOR SECTION 1/8"=1'-0" SERVICE WALL 1/4"=1'-0" 2V O © Copyright 2007 by R.L. Payne & Associates, Inc. ann�n � ,Q0 qT£ oF.���P� (c AO 2037 ,n, q CONCEALED NEON -01 EXTERIOR ELEVAI NORTH N 1/811=1 0-011 0EXTERIOR ELEVATION 2SOLITH O BUILDING SIGNAGE zr.»rt104 MODULAR BRICK C STUCCO ACCENT COLOR OVER CMU PRE -FIN AWNING CONCEALED NEON LIGHTING ll>llllll��� -� CAST STONE SERVICE YARD 16"X24" STONE HEADERS ® SCREEN WALL ARCHITECTURAL RELIEF ARCHITECTURAL RELIEF ARCHITECTURAL RELIEF: Aj2l HITECTURAL RELIEF B Yo h ELEMENT -CANOPY (1) ELEMENT -PILASTER (2) ELEMENT -WALL PRO! CTION (1) EMENT-PILASTER (3) ARCHITECTURAL RELIEF 45'-0' -4" ELEMENT -WALL PROJEC ION (1) 04 EXTERIOR ELEVATION WEST 3'-4 o" i I ARCHITECTURAL RELIEF ELEMENT -PILASTER (2) 05 EXTEF EAST O d' U GENERAL NOTES 1. PER UDO SECTION 7.9.B.4.a, ALL BUILDING FACADES AND ROOFS SHALL CONSIST OF19d11t� COLORS FROM THE COLOR PALETTE APPROVED BY THE CITY COUNCIL AS AMENDED BY THE DRB AND MAINTAINED IN THE OFFICE OF THE ADMINISTRATOR. ALL OTHER COLORS SHALL BE CONSIDERED ACCENT COLORS AND MAY BE USED ON NO MORE THAN FIFTEEN PERCENT (15%) OF THE FACADE ON WHICH THE ACCENT COLOR IS APPLIED. 2. PER UDO SECTION 7.9.B.4.c,WHEN APPLYING BRICK, COLORS NATURALLY FOUND IN FIRED BRICK ARE PERMITTED. ALL COLORS OF NATURAL STONE ARE PERMITTED. 3. REFER TO THE FACADE TABLE BELOW FOR PERCENTAGE OF COLORS ON EACH FACADE 4. ALL BUILDING SIGNAGE SHALL BE PERMITTED SEPERATELY. NORTH FACADE TOTAL SQUARE FOOTAGE:3,764 S.F. MATERIAL AREA IN S.F. PERCENTAGE PLASTER 371 S.F. 10% MASONRY 2,851 S.F. 76% PATIO ROOF 185 S.F. 5% OPENINGS 357 S.F. 9% SOUTH FACADE TOTAL SQUARE FOOTAGE:3,444 S.F. MATERIAL AREA IN S.F. PERCENTAGE PLASTER 386 S.F. 11 % MASONRY 2,483 S.F. 72% OPENINGS 575 S.F.___ _,,,. ,_17 % WEST FACADE TOTAL SQUARE FOOTAGE:1,952 S.F. MATERIAL AREA IN S.F. PERCENTAGE PLASTER 183 S.F. 10% MASONRY 1,389 S.F. 71% PATIO ROOF 171 S.F. 9% OPENINGS 209 S.F. 10 EAST FACADE TOTAL SQUARE FOOTAGE:1,978 S.F. MATERIAL AREA IN S.F. PERCENTAGE PLASTER 231 S.F. 12% MASONRY 1,720 S.F. 87% OPENINGS 27 S.F. - - 1 ALUM. AWNING, BEYOND CEILING FANS, RE:MEP TREATED WOOD TRIM LIGHT WEIGHT CEMENT TILE ROOF ON TREATED TONGUE AND GROOVE WOOD DECKING ON 4X10 RAFTERS PRE -FIN MTL. DRIP EDGE PREFORMED FIBERGLASS UMN Q 1 3'-0" WIDE EGRESS SWINGING GATE J 16"X24" STONE ON R" SHEATHING ON 2X4 WOOD STUDS VISH FLOOR J, 0.-0" Y PRE -FIN. ALUM FENCING 03 EXTERIOR SECTION PATIO 1/411=11-011 REVIEWED COMPLIANCE NOV 1 3 2007 ],� 6 COLLEGE STATION DEVELOPMENT SERVICES ROOF LINE MODULAR FACE BRICK PRE -CAST STONE �t STUCCO ACCENT COLOR OVER CMU SERVI E YAR SC!)I WALL PRE— N ALUM. AWNI RCHITECTURAL RELIEF ARCHITECTURAL RELIEF — ARCHITECTURAL RELIEF ELEMENT—CANOPY 4(1) ELEMENT—CANOPY (1) 45'-0" rJ'^^^'�� ELEMEN —PILASTER (2) ATION 1/8"= i. LO N 0.1 ;n STONE CAP (BEYOND) CMU BOND BEAM PAINTED 6" CMU (BEYOND) SERVICE YARD PAVING —FACE BRICK ON EPDXY PAINTED 6" CMU 10" FACE BRICK,4, 3-0 `�r 16"X24" STONE FINISH FLOOR) 0 -0 Y SECTION 1/4"=1'-0" ® Copyright 2007 by R.L. Payne & Associates, Inc. ISSUE DATE 08/06/07 PROJECT NO. 06.2007 DRAWN BY CHECKED BY REVISION 0 08/21/07-CSREV 02 11/06/07 -PATIO 0 A A. Z Q OC Z �Q O vJ Q U.111 'f^ _Z ■ r %010 Z Q 0 U J w O G w • 4 rzsa,..••'-�QLJ qTF O�F (c A.007( W 2,ro'7 SHEET: A4. U 0o ZT Lil d Z r v) 00 06 J of C VJ C7 co Z v 0 O p 0o v Qch z Ln LL It w \, Q— W p?s C7 Z ��N �\ W W a- (.o Zz0 OleO LN 0 �D- ►Z-~ w Lj � w" W L'J (D __I U a J 0 X oC Q Ln o7- W • 4 rzsa,..••'-�QLJ qTF O�F (c A.007( W 2,ro'7 SHEET: A4.