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HomeMy WebLinkAboutDrawings `� at N SEE NO,Te , ' �• � © R10 • 40417/ l'.. A 4 n , 0. : G SIGN 70 -200' ! D UN' ire 1 . • ` . o O �` ti # . L . 0 ' ,r ,- k H W/ 3x8 READER �' ' R4 © . ' { 0. 7( ' i c y TO REMAIN. R6 0' �';��2 � a � .. �O\ <Q . 33, 4 'X' IN CON / � �_ • RGE ■ W SIGN •0. R ��4 % a • 00 �O 4 (110 `q•%,--■_. _.....:f:, s■ (... 0 \ ,A a 1 . ci . wo .- : 4 K./ Qi! \ '' ________ t• �0, . . _______ \ ts . .411■ s . „. . • EX�TING CURB TO ■ \ . REMAIN UNDISTURBED ph 0 ,0411' INIP.1•Np -# !I (5 0 • 10 O Q\ \S. QQ� Z\ V \ • - ) ' "A i' 44 4 . 1 ff ' ..4 ''.e ' 'V ;■;, e4 4'' ;;: , V . ' '''44, . •4' 1* • ,7% � x o .G 4t a l , a G'. • ; ' DS. D `; . ¢ ''� " \ O e • , ..e.„.1. ..,-.50 3- e -... 7 3.- 0 ' i ip -4 • N ND STURBED ,• S LI' 1 .,,t.f.,, -‘, 4.00 . . tm .... • .per t' Y i • & 1 - - .7=7%.* . , ., . k . N , s � . -. IJ ..1) i \.i< . (tYk - ..,' - . ,,, A .... ,..... . l 4 q t _ , _ .( L i I, = r k . nc•Cn t ,. NOTES 1. MONUMENTATION (BENCHMARK) AS SHOWN. 2. THE UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEE THAT THE UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE EXACT ° LOCATION OF ALL UTILITIES SHALL BE FIELD VERIFIED BY CONTRACTOR BEFORE ANY ON SITE CONSTRUCTION ACTIVITY. IF ANY CONFLICTS EXIST BETWEEN THE DRAWINGS AND FIELD CONDITIONS, THE ENGINEER AND THE OWNER SHALL BE NOTIFIED IMMEDIATELY. gla 1 :1 l l , a:1>• DEMOLITION NOTES 1. CONTRACTOR IS RESPONSIBLE FOR PROPERLY REMOVING AND DISPOSING OFF ALL ITEMS TO BE DEMOLISHED. 2. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED FOR DEMOLITION BY LOCAL GOVERNING AUTHORITY. 3. CONTRACTOR TO CONTACT LOCAL ELECTRIC COMPANY BEFORE BEGINNING DEMOLITION OF ALL OVERHEAD AND UNDERGROUND POWER. 4. CONTRACTOR TO CONTACT LOCAL GAS COMPANY BEFORE BEGINNING DEMOLITION OF ALL EXISTING GAS LINES. 5. PRIOR TO STARTING CONSTRUCTION- CONTRACTOR TO VERIFY WITH McDONALD'S WHICH, IF ANY, EXISTING TREES ARE TO REMAIN. 6. EXISTING LIGHTS TO REMAIN WILL BE DETERMINED BY OPERATOR. 7. CONTRACTOR TO COORDINATE WITH OPERATOR CONCERNING EXISTING TREES IN ROW. "O`� • : P • wit CAUTION! BEFORE YOU DIG - CALL UNDERGROUND UTILITY 1- 800 - 245 -4545 COORDINATING COMMITTEE CITY OF COLLEGE STATION (ELECTRIC) (979) 764 -3438 VERIZON TELEPHONE (888) 483 -5600 ONCA (GAS) (979) 774 -2506 TRENCH SAFETY NOTE: IF ANY TRENCH ON THIS JOB SITE, INCLUDING OPEN EXCAVATIONS WHOSE DIMENSIONS CAUSE THEM TO BE CONSIDERED TRENCHES BY OSHA, REGARDLESS OF WHETHER FOR THE INSTALLATION OF UTILITIES, FOUNDATIONS OR ANY OTHER SITE ELEMENT, IS EQUAL TO OR GREATER THAN 5.00' IN DEPTH, THEN THE CONTRACTOR SHALL NOT PERFORM ANY, TRENCHING ON THIS SITE UNTIL HE HAS FIRST OBTAINED DETAILED PLANS AND SPECIFICATIONS FOR TRENCH SAFETY SYSTEMS CONFORMING TO OSHA REQUIREMENTS. SUCH PLANS AND SPECIFICATIONS SHALL BE PREPARED BY A REGISTERED PROFESSIONAL ENGINEER EMPLOYED BY OR CONTRACTED BY THE CONTRACTOR AND SHALL BE CONSIDERED A PART OF THE CONTRACTOR'S MEANS AND METHODS OF CONSTRUCTION. THE PROJECT ARCHITECT AND PROJECT ENGINEER ASSUME NO RESPONSIBILITY FOR THE CONTRACTOR'S MEANS AND METHODS OF CONSTRUCTION. IF THIS PROJECT IS OFFERED FOR BID, THE BIDS MUST CONTAIN A SEPARATE UNIT PRICE PAY ITEM FOR TRENCH SAFETY. �S• SCALE: 1 " =20' 0 10 20 30 40 P TELE. M. H. GENERAL NOTES L EGEN D _ SAN. SWR, K H. TOP 285.37 NW 4 FL 282.57 4- SW 6' PIPE FL 282.17 Z(,3 t � Z(,3 EXISTING ��� OJ co ® PHONE -- McDONALD'S SIGN NO E: ® TRAFFIC CONTROL BOX •x• DIMENSION ARE TO FACE OF ® TRAFFIC SIGNAL POLE SET IN caNC, CURB UNLESS OTHERWISE NOTED. N IRRIGATION VALVE O-3 LIGHT STANDARD BENCHMARK: a GAURD POST cONC, CITY OF COLLEGE STATION BENCHMARK WATER METER NO. 120 TELEPHONE PEDESTAL 10' OA ELEVATION 301.34' POWER PALE , GUY WIRE TBM: -a- STREET SIGN *X" ON TOP OF INLET AT THE SOUTHWEST GAS VALVE CORNER OF PROPERTY. m GAS METER ELEVATION: 284.61' C CLEAN BUT GREASE TRAP F. I. R. M. FIRE HYDRANT ACCORDING TO 'THE FEDERAL EMERGENCY I. R. IRON ROD MANAGEMENT AGENCY FLOOD INSURANCE FND. FOUND MAP NO. 480083 -0144 C, DATED JULY J. Q 0. P. R. R. P. JEFFERSON COUNTY OFFICIAL 2, 1992 THE SUBJECT PROPERTY LIES PUBLIC RECORDS REAL PROPERTY WITHIN ZONE "X" (UNSHADED),. AREAS CONC. CONCRETE DETERMINED TO BE OUTSIDE THE 500 YEAR FLOOD PLAIN. GENERAL NOTES 1. McDONALD'S ROAD SIGN AND BASE ARE BY THE SIGN CONTRACTOR. CONDUIT AND WIRING ARE .BY THE GENERAL CONTRACTOR. 2. BASES, ANCHOR BOLTS, CONDUIT, AND WIRING FOR ALL OTHER w SIGNS ARE BY THE GENERAL CONTRACTOR. - m 3. LIGHTING FIXTURES, BASES, POLES, CONDUIT, AND WIRING ARE BY THE OWNER /OPERATOR. 4. BASES FOR FLAGPOLES ARE BY THE GENERAL CONTRACTOR. ANCHOR BOLTS ARE. BY THE FLAGPOLE SUPPLIER. 5. PROPOSED UTILITIES ARE SHOWN IN SCHEMATIC ONLY. EXACT LOCATIONS SHALL BE DETERMINED TO ALLOW FOR THE MOST ECONOMICAL INSTALLATION. ° 6. THE CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES TO DETERMINE EXACT POINT OF SERVICE CONNECTION AT EXISTING Z UTILITY. REFER TO THE BUILDING ELECTRICAL AND PLUMBING o DRAWINGS FOR UTILITY SERVICE ENTRANCE LOCATIONS, SIZES, AND CIRCUITING. a o: V 7. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE BENCHMARK o AND MUST BE VERIFIED BY THE GENERAL. CONTRACTOR AT GROUNDBREAK. 8. FINISH WALK AND CURB ELEVATIONS SHALL BE 6" ABOVE FINISH PAVEMENT, UNLESS OTHERWISE NOTED ON PLANS. 9. ALL LANDSCAPE AREAS SHALL BE ROUGH GRADED TO 6" BELOW TOP OF ALL WALKS AND CURBS. FINISH GRADING, LANDSCAPING, AND SPRINKLER SYSTEMS ARE BY THE OWNER /OPERATOR. Q 10. LOT LIGHTING CONCRETE FOOTINGS TO CONFORM WITH THE SOILS REPORT RECOMMENDATIONS FOR THIS PARTICULAR SITE ° 11. TEXAS DEPARTMENT OF TRANSPORTATION w TRAFFIC PAINT 8F WHITE PAINT, IS THE APPROVED LOT STRIPING TO BE USED. 12. THE GENERAL CONTRACTOR SHALL RUN A ROTO - ROOTER THROUGH ALL SEWER LINES THAT CONNECT TO A CITY MAIN PRIOR TO OPENING DAY. � E , .. . .. •c t y'��: •'' •• :r9�tl f PAVING SPECIFICATION 3 HOT ASPHALTIC MIX PER TXDOT ITEM 340 STAND. SPEC. FOR ••• •••• CHEN CONSTR. OF HIGHWAYS, STREETS do BRIDGES. USE TYPE D SURFACE MIX. .... ..... ....... 1 .. ...... •,� 7971 FL_�t!BLF BASF• 8" LIMESTONE ♦rjttj;•.R ',;•v; • ��'' l / 2 6 U STABILIZED SUBGRADE [[6X LIME BY DRY WEIG COMPACTED TO AT LEAST 95X MAX DRY DENSITY, TO � TO +2X !/" OF OPTIMUM MOISTURE CONTENT AS PER ASTM D -698. ( SEE SOILS REPORT ) 4000 PSI, 6" THICK CONCRETE (7" DUMPSTER AREA) WITH #3 REBAR AT 18' O.C.E.W. 6" LIME STABILIZED SUBGRADE (6X LIME BY DRY WEIGHT) COMPACTED TO AT LEAST 95X MAX DRY DENSITY TO -2X TO -2X OF OP11MUM MOISTURE CONTENT AS PER ASTM D -698. .bQIE 1. MCDONALD'S ENGINEER RESERVES THE RIGHT TO REQUEST A COMPACTION AND /OR A CORE SAMPLE. IF TESTS PROVE CORRECT, PER ABOVE O SPECIFICATION, TESTS WILL BE AT THE EXPENSE OF McDONALD'S, OTHERWISE G.C. WILL BE CHARGED. 2. GEOTECHNICAL RECOMMENDATIONS BASED ON SOILS REPORT 102100 ® ao BY BANDY AND ASSOCIATES, INC., DATED JUNE 14, 2002 - O F n SITE UGH11NG 0 SECURITY LIGHTING SYSTEMS MODEL # ASB1000- MH -DB - LAMP TYPE, WATTAGE: METAL HALIDE, 1000 WATT MOUNTING HEIGHT 30' Z O o = NOTE ALL FIXTURES TO BE INSTALLED TILTED AT A 30 DEGREE ANGLE. UNLESS OTHERWISE SPECIFIED. W o FINAL ADJUSTMENTS TO AIMING ANGLE/DIRECTION OF FIXTURES MAY REQUIRED TO ELIMINATE LIGHT TRESPASS Z OR GLARE ONTO B E V) ADJOINING PROPERTIES OR ROADWAYS. m DEMOLITION PLAN ® = 3 o m PARKING INFORMATION (EXISTING) TOTAL SPACES 37 SPACES 18' -0" X 9' -0" O 90 • 2 SPACES 18' -0" X 8' -0' O 90 • c M7 4 SPACES 43 18' -0" X 9' -0" O 60 UTILITY INFORMATION (EXISTING) cn w V O w W - a _ SIZE TYPE LOCATION SANITARY SEWER 4" ALONG NW PL. o awft W WATER 18" HWY. 6 STORM SEWER N/ A SURFACE DRAIN ELECTRIC OHE HWY. 6 8 GAS 6" HWY. 6 K . Cheer. En eering A MM. of KC L WtK Ina � a stet �y. sulb 310, Houston, Tom 77036 Consulting Civil Engineers q,,,,� 7�13A52.6eee FCC 713A52AM O a w Q z LEGEND (PROPOSED) CL Q w W SA SEW GAS G S S a G LOT LIGHT °'a LP :30 WATER Z -ST S T O RM SE WER ST- EXISTING ELEVATION 76.5 0 ' I - -E- EELECTRIC E PROPOSED ELEVATION 77.0 TELEPHONE T T T T DRAINAGE ARROW -`� PLAN SCALE: 1" = 20' STREET ADDRESS SOUTHWEST PARKWAY o CITY STATE STATUS DATE BY COLLEGE STATION TEXAS PRELIMINARY COUNTY PLAN WAYM B RAZO S PLAN CHECKED REGIONAL DWG. NO KCE JOB # 0278 -01 42 -0289 DRWG. TITLE: 02780 P. DWG Of ,7 Q, 3q�� b! 0 x'03 -l4 NOTES 1. MONUMENTATION (BENCHMARK) AS SHOWN. 2. THE UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEE THAT THE UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE EXACT LOCATION OF ALL UTILITIES SHALL BE FIELD VERIFIED BY CONTRACTOR BEFORE ANY ON SITE CONSTRUCTION ACTIVITY. IF ANY CONFLICTS EXIST BETWEEN THE DRAWINGS AND FIELD CONDITIONS, THE ENGINEER AND THE OWNER SHALL BE NOTIFIED IMMEDIATELY. 3. FIELD SURVEY COMPLETED BY CIVIL CONCEPTS INC. d GENERAL NOTES 1. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE SURE THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CON - TRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED ALL PLANS AND OTHER DOCUMENT'S APPROVED BY ALL OF THE PERMITTING AUTHORITIES. 2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE REQUIREMENTS AND STANDARDS OF THE LOCAL GOVERNING AUTHORITY. THE SOILS REPORT AND RECOMMENDATIONS SET FORTH THEREIN ARE A PART OF THE REQUIRED CONSTRUCTION DOCUMENTS AND IN CASE OF CONFLICT, THE SOILS REPORT SHALL TAKE PRECEDENCE UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLANS. THE CONTRACTOR SHALL NOTIFY THE CONSTRUCTION MANAGER OF ANY DISCREPANCY BETWEEN SOILS REPORT do PLANS. 3. THE LOCATIONS OF UNDERGROUND FACILITIES SHOWN ON THIS PLAN ARE BASED ON EXISTING DESIGN PLANS PROVIDED BY McDONALD'S AND LOCAL UTILITY COMPANY RECORDS. IT SHALL BE THE CONTRACTOR'S FULL RESPONSIBILITY TO CONTACT THE VARIOUS UTILITY COMPANIES TO LOCATE THEIR FACILITIES PRIOR TO STARTING CONSTRUCTION NO ADDITIONAL COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR DAMAGE AND REPAIR TO THESE FACILITIES CAUSED BY HIS WORK FORCE. 4. ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY CONSTRUCTION MANAGER IF ANY DISCREPANCIES EXIST PRIOR TO PROCEED- ING WITH CONSTRUCTION FOR NECESSARY PLAN OR GRADE CHANGES. NO EXTRA COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR WORK HAVING TO BE _ REDONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS IF SUCH NOTIFICATION HAS NOT BEEN GIVEN. � PROJECT LOCATION / C ot t ej SCa Bee Be Creek CAUTION ! BEFORE YOU DIG - CALL UNDERGROUND UTILITY 1- 800 - 245 -4545 COORDINATING COMMITTEE CITY OF COLLEGE STATION (ELECTRIC) (979) 764 -3438 VERIZON TELEPHONE (888) 483 -5600 ONCA (GAS) (979) 774 -2506 8' TRENCH SAFETY NOTE: IF ANY TRENCH ON THIS JOB SITE, INCLUDING OPEN EXCAVATIONS WHOSE DIMENSIONS CAUSE THEM TO BE CONSIDERED TRENCHES BY OSHA, REGARDLESS OF WHETHER FOR THE INSTALLATION OF UTILITIES, FOUNDATIONS OR ANY OTHER SITE ELEMENT, IS EQUAL TO OR GREATER THAN 5.00' IN DEPTH, THEN THE CONTRACTOR SHALL NOT PERFORM ANY TRENCHING ON THIS SITE UNTIL HE HAS FIRST OBTAINED DETAILED PLANS AND SPECIFICATIONS FOR TRENCH SAFETY SYSTEMS CONFORMING TO OSHA REQUIREMENTS. SUCH PLANS AND SPECIFICATIONS SHALL BE PREPARED BY A REGISTERED PROFESSIONAL ENGINEER EMPLOYED BY OR CONTRACTED BY THE CONTRACTOR AND SHALL BE CONSIDERED A PART OF THE CONTRACTOR'S MEANS AND METHODS OF CONSTRUCTION. THE PROJECT ARCHITECT AND PROJECT ENGINEER ASSUME NO RESPONSIBILITY FOR THE CONTRACTOR'S MEANS AND METHODS OF CONSTRUCTION. IF THIS PROJECT IS OFFERED FOR BID, THE BIDS MUST CONTAIN A SEPARATE UNIT PRICE PAY ITEM FOR TRENCH SAFETY. w� Z' FND. 1/2 R. VICINITY MAP ONVEYED ❑ D S63 057'34 "E NTS J, 21.32' V� PG. 137, B. , , R, 10' ESMT, TO THE CITY OF COLLEGE STATION FND, TXD IS EXISTING POWER' IOLE70, B. C, D, R, TX OT DI S GUY WIRES & OHE \ TO BE REMOVED rz� y� C 7 AK - t \ 10° CEDAR �\ �► ARK',/AY I AZA SSE SEVENS SAVE Q EXCEPT SCALE: 1"=20' 0 10 20 30 40 t V V ❑- PG. 691 , ❑, R� B C� �� O CEDAR 0.036 ACRES C YED T❑ ~v wv Q N--% �6o TEXAS DEP R OF C TRANSPORT ' q EASEME Q C, F. NO. 71, B, C. ❑. P, R. R. P, M T LEGAL DESCRIPTION EA 0 6 °0 h y' D C❑NC, 6 ti GAS LINE CO TL SEE NOTE # 7 Y2 O 0 4n J CONSTRUCTION KEYNOTES TLE Q LOT PAVING PER PAVING SPECIFICATION THIS SHEET. OAK 5 6 \ Q 6" THICK CONCRETE, 4000 PSI W /J3 BARS • 18" O.C.E.W.� Q 6 a CONCRETE CURB AND GUTTER ON PROP. PAVEMENT R2.0 ' PER DETAIL SHEET C -5. EXISTING SIGN 70 -200 DUM �� 5 Q 6" CONCRETE CURB ON 6" CONCRETE PAVEMENT PER DETAIL C -5 70' 0 <A W/ 3x8 READER 'O' R4.0 • ❑ T (ALTERNATE TO BE DETERMINED BY OWNER BOARD TO REMAIN. R6.0' 6 O 0 , 768 A C R�= 7 2' E 4 • G 5 3 33, 438, 9 SQ, T, Q MYRTL ® HANDICAP RAMP PER ADA. SPEC W/ DETECTABLE WARNING SE r 'V IN CON ' 1 0 0 MATERIAL FULL WIDTH OF RAMP do MAX. SLOPE 1:12 G \ A R�s�° sI�N 1 S • PER DETAIL SHEET C -5 \ 1 O• O5 CONSTRUCT P.C.C. SIDEWALK RAMP PER DETAIL SHEET C -5. R�• J n_ © 4" THICK 4000 PSI BROOM FINISHED CONCRETE SIDEWALK \ 6 O MYRTLE PER DETAIL SHEET C -5. - 6 Q CONSTRUCT 7" THICK 4000 PSI CONCRETE PAD W / #3 �. • BARS 0 18" O.C.E.W. ® MASONRY TRASH ENCLOSURE PER \ >�C d a 5 DETAIL SHEET C -6 • Q DETECTOR LOOP PER DETAIL SHEET C -4. � INSTALL-OUTDOOR-LIGHTING REI•CK i SIT't LIGHTING _ - -- _ - -_ ,_- _ ,_.- _ _ - -`- -- -- - -- _ _-- L � 'O• R4.1] , THIS SHEET AND SHEET C -4 FOR DETAILS. • 1� INSTALL GUARD POST PER DETAIL SHEET C -6. \ 1 6 ® CONSTRUCT WHEEL STOPS PER DETAIL SHEET C -5 EX13'TING CURB TO - • ® ti 2 \ ® PAINTED TRAFFIC ARROWS AND LETTERING PER DETAIL SHEET C -5. REMAIN UNDISTURBED R4. ® PAINT INTERNATIONAL SYMBOL OF ACCESSIBILITY PER DETAIL ` �- � ' 3 0 �. SHEET C -4. _ � • • L R2.0 ® LANDSCAPE AREA. 10' ❑A 1\ � 1 A � ® 4" WIDE WHITE PAINTED LOT STRIPING (TYPICAL). ' • A SS` 6 0' ® ABRASIVE T ER NOW USED j. DOORS TO HAVE 1 /2" MAX. \ '\ v SQ � ' 6 S R36.0' 0 ® PEDESTRIAN SAFETY HANDRAIL" (2 "0, 3' HIGH, PAINTED YELLOW) `� -,� �\ va' '�` 9 � 15 3 ® 1500 GALLON GREASE TRAP PER DETAIL SHEET C -4. (SEE C -3 FOR LOCATION) 6 ❑ � v �� �C\ 5 24.0' ® CONSTRUCT DRIVEWAY PER DRIVEWAY DETAIL, SHEET C -5 9 (NOT USED). <, <r 18, ® SAWCUT AND CONNECT PROPOSED PAVEMENT TO EXISTING PAVEMENT. R8o v • 6 y - C Cdr �o \ D c2-Y PLAY OUND l[ 1 Y 0.768 ACRE TRACT LOT 1, PARKWAY PLAZA, PHASE SEVEN VOLUME 479, PAGE 691, O.R.B.C.. SAVE & EXCEPT 0.036 ACRES CONVEYED TO TEXAS DEPARTMENT OF TRANSPORTATION RECORDED IN CLERK FILE NO. 0734671 BRAZOS COUNTY OFFICIAL PUBLIC RECORDS REAL PROPERTY IN THE CRAWFORD BURNETT LEAGUE, ABSTRACT NO. 7 BRAZOS COUNTY, TEXAS. 6" GAS L E SEE NOTE # R =1 0. 0' 18" WATER LINE SEE NOTE 4 6 L =41, _ 5 �' _"_ -FND, � XDOT ' DISK O _ F EXISTING TREE 24' RCP �I U TO BE REMOVED O TELE. M, H. 0 2 S a(@ ti l ® REMOVE AND DISPOSE OF EXISTING PAVEMENT AND /OR CURB. I � 'V \ d 7 R_ 100.00' ® CURB NOSING PER DETAIL SHEET C -5 (NOT USED). EX E IN UNDISTURBED. CONSULT WITH LIGHT STANDS LIGHTS AND s Fsy 2 R4 0' L -1 .5 ' , S ® PRIORITY PICKUP (PAINTED STRIPE, 6" WIDE, 10' LONG 0 R STIR S IN THIS AREA MAY �� g •• \ '` �_- 5 ® 8" WIDE PAINT STRIPE (WHITE) cD0 BEFORE CONSTRUCTION. �� © 6 / 3 = °48'58 "W " ® CURB PAINTED RED W/ 4 WHITE LETTERING STAl1NG " FIRE LANE . \ O• � C = 9.25 -NO PARKING- TOW AWAY ZONE" FOR ` FIRE LANE \. i' A� 8 8" RED STRIPE W 5 ® 4 WHITE LETTERING STATING "FIRE LANE • / " 3 ' �a R . -NO PARKING- TOW AWAY ZONE" FOR FIRE LANE G�< G \ O RO• \/ ❑A L ❑T 3s,�'y' 6 l�S s PARKWAY PLAZA, PHASE SEVEN _ c ��� R8.0 6 �S C V ❑L, 479, PG, 691, ❑, R, 3 (n� 0 3 © X4.0' 1 `;- - - - - - -- - -- R1 �P 3 5 FND 1/2" I R p Q1 P � rd . . , , Q 1 I/l \ `- SAN SWR M H �� 0 SIGN SCHEDULE LEGEND QTY. EXISTING Q © PAY PHONE EXISTING ROAD SIGN (70 -200, 70' OAH) -�- McDONALD' S SIGN 1 \ TRAFFIC CONTROL BOX © ® TRAFFIC SIGNAL POLE T1•IANK YOU INSERT 90 -5A N IRRIGATION VALVE 0 0 LIGHT STANDARD Q o GAARD POST DRIVE THRU SIGN 90 -5A WATER METER 1 3 TELEPHONE PEDESTAL © POWER POLE OT�DER BOARD GUY WIRE 0 -�- STREET SIGN Q GAS VALVE CUSTOMER ORDER DISPLAY GAS METER 0 C CLEAN OUT © GREASE TRAP HANDICAP PARKING SIGN WITH VAN ACCESSIBLE APPENDAGE BELOW BY G.C. -FIRE HYDRANT I, R. IRON ROD FND. FOUND J. C. 0. P. R. R. P. JEFFERSON COUNTY OFFICIAL PUBLIC RECORDS REAL PROPERTY - CONC. CONCRETE 0 SIGN SCHEDULE SYM. QTY. DESCRIPTION Q 1 EXISTING ROAD SIGN (70 -200, 70' OAH) 0B 1 WELCOME INSERT 70 -5A © 1 T1•IANK YOU INSERT 90 -5A Q 0 EXIT' ONLY Q 0 DRIVE THRU SIGN 90 -5A Q 1 HEIGHT DETECTOR © 2 OT�DER BOARD Q 0 PREVIEW BOARD Q 2 CUSTOMER ORDER DISPLAY © 0 KINDICAPPED PARKING SIGN BY G.C. © 2 HANDICAP PARKING SIGN WITH VAN ACCESSIBLE APPENDAGE BELOW BY G.C. F on TOP 285. 37 NW 4' PIPE FL 282. qw 57 v • SW 6 PPE FL 282.17 • ` O O J NOTE: ALL DIMENSION ARE TO FACE OF v CURB UNLESS OTHERWISE NOTED. SET "X° IN CC]NC \' BENCHMARK: X CITY OF COLLEGE STATION BENCHMARK NO. 120 ELEVATION: 301.34' TBM: "X" ON TOP OF INLET AT THE SOUTHWEST CORNER OF PROPERTY. ELEVATION: 284.61' F.I.R.M. ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INSURp;NCE MAP NO. 480083 -0144 C, DATED JULY 2, 1992. THE SUBJECT PROPERTY LIES WITHIN ZONE "X" (UNSHADED), ARMS DETERMINED TO BE OUTSIDE THE 500 YEAR FLOOD PLAIN. SUBMITTAL DATE: 01 -10 -2003 GENERAL NOTES 1. McDONALD'S ROAD SIGN AND BASE ARE BY THE SIGN CONTRACTOR. CONDUIT AND WIRING ARE BY THE GENERAL CONTRACTOR. w 2. BASES, ANCHOR BOLTS, CONDUIT, AND WIRING FOR ALL OTHER SIGNS ARE BY THE GENERAL CONTRACTOR. - 3. LIGHTING FIXTURES, BASES, POLES, CONDUIT, AND WIRING ARE BY THE m OWNER /OPERATOR. 4. BASES FOR FLAGPOLES ARE BY THE GENERAL CONTRACTOR. ANCHOR BOLTS ARE BY THE FLAGPOLE SUPPLIER. 5. PROPOSED UTILITIES ARE SHOWN IN SCHEMATIC ONLY. EXACT LOCATIONS SHALL BE DETERMINED TO ALLOW FOR THE MOST ECONOMICAL INSTALLATION. 6. THE CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES TO DETERMINE EXACT POINT OF SERVICE CONNECTION AT EXISTING Z w UTILITY. REFER TO THE BUILDING ELECTRICAL AND PLUMBING o 2 DRAWINGS FOR UTILITY SERVICE ENTRANCE LOCATIONS, SIZES, AND F o CIRCUITING. 0 v 7. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE BENCHMARK o v AND MUST BE VERIFIED BY THE GENERAL CONTRACTOR AT w GROUNDBREAK. w CL 8. FINISH WALK AND CURB ELEVATIONS SHALL BE 6" ABOVE FINISH PAVEMENT, UNLESS OTHERWISE NOTED ON PLANS. 9. ALL LANDSCAPE AREAS SHALL BE ROUGH GRADED TO 6" BELOW TOP OF ALL WALKS AND CURBS. FINISH GRADING, LANDSCAPING, o AND SPRINKLER SYSTEMS ARE BY THE OWNER /OPERATOR. 10. LOT LIGHTING CONCRETE FOOTINGS TO CONFORM WITH THE SOILS o N RECOMMENDATIONS FOR THIS PARTICULAR SITE. R EPORT � > 11. TEXAS DEPARTMENT OF TRANSPORTATION TRAFFIC PAINT WPT -8F WHITE PAINT, IS THE APPROVED LOT STRIPING TO BE USED. 12. THE GENERAL CONTRACTOR SHALL RUN A ROTO - ROOTER THROUGH ALL SEWER LINES THAT CONNECT TO A CITY MAIN PRIOR TO OPENING DAY. PAVING SPECIFICATION a HOT ASPHALTIC MIX PER TXDOT ITEM 340,1993 STAND. SPEC. FOR CONSTR. OF HIGHWAYS, STREETS & BRIDGES. USE TYPE D SURFACE MIX. Fi FXIBI E RA 8" LIMESTONE Sii �BC111M . 6" LIME STABILIZED SUBGRADE (696 LIME BY DRY WEIG COMPACTED TO AT LEAST 9596 LW DRY DENSITY, TO -296 TO +296 OF OPTIMUM MOISTURE CONTENT AS PER ASTM D -698. ( SEE SOILS REPORT ) Ai TERNAIE 4000 PSI, 6" THICK CONCRETE (7" DUMPSTER AREA) WITH #3 REBAR AT 18' O.C.E.W. 6" LIME STABILIZED SUBGRADE (696 LIME BY DRY WEIGHT) COMPACTED TO AT LEAST 9596 MAX DRY DENSITY TO -296 TO -296 V_ OF OPTIMUM MOISTURE CONTENT AS PER ASTM D -698. Q n .l14IE: n ao 1. McDONALD'S ENGINEER RESERVES THE RIGHT TO REQUEST A COMPACTION O I� AND /OR A CORE SAMPLE. IF TESTS PROVE CORRECT, PER ABOVE N SPECIFICATION, TESTS WILL BE AT THE EXPENSE OF McDONALD'S, OTHERWISE G.C. WILL BE CHARGED. - 2. GEOTECHNICAL RECOMMENDATIONS BASED ON SOILS REPORT 102100 ® OD co BY BANDY AND ASSOCIATES, INC , DATED JUNE 14._ 2002 SITE LIGHTING 0 F z N SECURITY LIGHTING SYSTEMS MODEL # ASB1000- MH -DB -MT LAMP TYPE, WATTAGE: METAL HALIDE, 1000 WATT cn MOUNTING HEIGHT: 30' p z NOTE: ALL FIXTURES TO BE INSTALLED TILTED AT 0 d A 30 DEGREE ANGLE. UNLESS OTHERWISE SPECIFIED. W M FINAL ADJUSTMENTS TO AIMING ANGLE /DIRECTION OF FIXTURES MAY Z BE REQUIRED TO ELIMINATE LIGHT TRESPASS OR GLARE ONTO ADJOINING PROPERTIES OR ROADWAYS. p N SITE PLAN = 3 PARKING INFORMATION (EXISTING) co 1 -4 TOTAL 37 SPACES 18' -0" X 9' -0" 0 90 • 2 SPACES 18' -0" X 8' -0" 0 90 • SPACES 42 M 3 SPACES 18' -0" X 9' -0" O 60 • w cn w UTILITY INFORMATION (EXISTING) o SIZE TYPE LOCATION 0. SANITARY SEWER 4" ALONG NW PL. o Cn WATER 18" H WY. 6 STORM SEWER N/A SURFACE DRAIN CTRIC OHE HWY. 6 � GAS 6" HWY. 6 K. Chen Jl.e ]C]1gIlltl eerill g A D VM. of Kc Un ho. �y , Sults 310, Haudm, Tom 77036 Consulti 6161 � ng Civil Engineers 4 > w 71- 52.6868 Fam 713.052.04 a v LEGEND (PROPOSED) < W R SANITARY SEWER GAS S S WATER S S LOT LIGHT °'D LP:30 Z � � 0 STORM SEWER -ST ST ST ST- EXISTING ELEVATION 76.5 �' p ELECTRIC PROPOSED ELEVATION 77,0 v E -E -E -E T E HON T DRAINAGE ARROW -- PLAN SCALE: 1" = 20' STREET ADDRESS 2420 TEXAS AVEN U E o CITY STATE STATUS DATE BY COLLEGE STATION TEXAS PRELIMINARY COUNTY PLAN DRAWN B RAZO S PLAN C HEC KM REGIONAL DWG. NO KCE JOB # 0278_01 c _ 42 0289 DRWG. TITLE: 0278SP.DWG Of 7 D3 -Itt �K - .>6lcAQ1ti 4 I - o4 Y-,ar7 free Protection S I N S63 0 57'34 "E AJ AAt 10' PUBLIC ESMT. TO THE CITY OF COLLEGE STATION VOL. 304, PG. 70, B. C. A R. �4 00, �O 7 / �J Q 0 B6 R 0 P� D p�PGE ea� O PROJECT �P °Jwv �o o �,s`e�� G� °yam LOCATION P� OJ� F, ar 4, BARTHOLLOW `' ) O O y0 P °���" RIDGE 2 V Q ar R 01. le Stat 10 r dcr` Nes E �E 9 v q 9c Bee Bee ��,P9G NPl�ti�aS�OS� �q BFFc Creek I Ev1 �G 9G y�< j �ti� O �v g tiC� O G 4' � ark J Q S Par c V'ZO � Q� y P � P .p ' OJ S OJ �FpN Q 'CREW VICINITY MAP Nf5 Q u HG NG -,u. r I, \ I V�� RGE 36' SIGN 2" GBpe Mgrlk © v° L =41. 0 v R =1 0. 0' 1 , SPREAD L At ° PLANT SO THAT TOP OF ROOT BALL IS EVEN WITH THE FINISHED GRADE • PAINT ALL CUTS OVER I" DIA. 2 STRAND TRISTED 12 GUAGE GAL. WIRE ENCASED IN 1" DIA. RUBBER HOSE HARDWOOD STAKES 1 -3 STAKES 2" X 2" DRIVEN (MIN. 18 ") FIRMLY INTO SUBGRADE PRIOR FORM - TO BACKFILLING SAUCER STAKE ABOVE FIRST BRANCHES OR AS NECESSARY FOR FIRM SUPPORT SPECIFIED PLANTING MIX - WATER & TAMP TO REMOVE AIR POCKETS N OTE: STAKING AS REQUIRED free Plantinq and %akinq NT5 NOTE: STAKE TO FIRST BRANCHES AS NECESSARY FOR FIRM SUPPORT • WIRE SHALL NOT TOUCH OR RUB ADJACENT TRUNKS OR BRANCHES 3" MULCH FORM SAUCER WITH 3' CONTINUOUS RIM —` - ''��IIIIIIIIIIIIIIIIII i�� " " " "' " "" "���il 1111111 IIII SPECIFIED PLANTING MIX WATER &TAMP TO REMOVE AIR POCKETS I I= III = III = III =III - III - III - III -I 2 X BALL DIA. C� Multiple Trunk Tree plarrtirq and Staking 2" X 2" HARDWOOD STAKES DRIVEN FIRMLY A MINIMUM OF 18" INTO THE SUBGRADE PRIOR TO BACKFILLING 2 STRAND 12 GAUGE GALV. WIRE TWISTED AND ENCASED IN RUBBER HOSE 6 — 9" FROM TOP OF STAKE 2 WIRE SUPPORTS SHALL BE USED ON MAIN STRUCTURAL 5tee,, BRANCHES Grass or oche plan). W5 MULCH z CON51 KEYNOTE 5 O "KeiStone Brick ie r in Brick - l?ed or approved equivalent, Pa5ket weave pattern. 2 X BALL DIA. IE ADE FENCING 5' PRIVATE ESMT. CONVEYED TO ENSERCH CO. _ VOL, 369, PG, 137, B. C. D. R. �xl5binq Shrub hedge to be protected ( use tree protection detail �) , l:emove one or two exlsblnq shrubs as reede STAKES to plant new tree. �xiytiriq shrub hedge to be \ protected ( use tree protection detail i) . lo ll ) Remove one or two exisbinq 5hru65 a5 reede ' �� \ to plant new tree, Exi5tinq shrub hedge to be protected ( u5e tree protection detail �) , (3�) MIN. O Steel edginq, SCALE: 1 " =20' 0 10 20 30 40 SITE PLAN n Shrub Planting iredded red bad: nukh 1 611,1011 Xk kmmu, Uto soil, 24' RCP 3'r compacted 6are material (111p) " Prick rand base (typ) 19ry laid Keystone Prick field Paver, Prick Red or approved ecpuivalea, 1 4" Steel edgiml(typ) 2 2 above fl -d grad. Pladinq or grass (see plan) pavers are fLsh with curb � 5 hedge n � otected `� ee protection 4 � u N01F,5: 1. Al areas will be covered by an automatic lrrlgatlon 5 y5tem (an Irrlo plan will be Submitted before the C.O. I5 Granted), 2. Areas digh6ed durirlq con5txuctlon shall be repaired and over5eeded to rekrn tirf coveraop, 3, 5ee rtote5 on plain recprdirq exl5tinq plant material. 45011 Preparat>lon 6uldellne5: 50% Native 5oll 25/ Compost 25/ Prick Sand 5, All landscape areas where surface 15 not Indicated a5 Ground cover Shall be covered by ttrf cra55. 6. 1007. coverage of ground cover, decorative paving, decorative rock or perrenial cra5515 required In parklnq 151and5, 5wale5 and dralrege areas, the parking lob setback, ii-145 -of -way and adjacent property dl5tur6ed durinq coratruction, 7. All planbinq mixed Shall be 2 parts black hummu5, I part brick sand tlllled into or mixed with native 50115 to the 5pecifled depth. 29 Pavel on Curb ( ftIp) �! 111_11.011 LANDSCAPE REQUIREMENT LEGEND Landscape Points Required: Site Area 32782 sf /1000 x 30 983 points Streetscape Points Required: s� Frontage Landscape Points 390 If /50x300 2340 points Preserved Shrubs 59 x 10 pt /each —590 points � g ° Preserved Canopy Trees 2 © 200pts /tree —400 points REQUIRED Streetscape Points 1350 Points TOTAL POINTS REQUIRED: Landscape Points 983 points Streetscape Points 1350 points 2333 POINTS Streetscape Trees Required: Texas Ave. Frontage 250 If /25 10 trees --� 1 Southwest Pkwy. Frontage 140 If /32 4 trees ° Preserved Canopy Trees —2 trees / REQUIRED NEW TREES 12 trees REVIEWED FOR COMPLIANCE JUN 2. 9 2004 L;ULLtUL 61ATIUN OMLOPWRT S W, POINTS PROVIDED AND PLANT LEGEND a 7 Cedar Elm 3.5+ cal. 300 2100 points Ulmus crassifolia For -# 0 16 Crape Myrtle Red Min. 1.25 "cal. \min6 tall 40 640 points Lagerstromia indica 15G�1. 5 Wax Myrtle 1 ' 2 � «( 5g J 40 points Myrica cerifera 15 Martha Gonzales Rose 2 gal. 0 Points MG Rosa Species 'Martha Gonzales' 94 Compact Nandina 5 gal. 10 940 points Nandina compacta 0 15 Indian Hawthorne 'Clara' 5 gal. 10 150 points Raphiolepis indica cf�3 Asian Jasmine Groundcover 1 gal. 0 Trachleospermum asiaticum D ; TOTAL POINTS PROVIDED points Submitals BY i:evieed 6 -24-04 wAK SLSp 6l2tla�( WAX AKH CHECKED WAK DATE June 2004 SCALE varies JOB NO. 04- 099 -17 SHEET OF fop of mulch Is 1" 6e6w top of steel edalna. s� � g � d� d � � 8 49 9 N CL c ._ p� N z c ° a� N 4) o N .1� 0 �o ° AKH CHECKED WAK DATE June 2004 SCALE varies JOB NO. 04- 099 -17 SHEET OF fop of mulch Is 1" 6e6w top of steel edalna. )RIP LINE BARRICADE FENCING TREE T -BAR STAKES 'AK ES "x 1 /8"X 10 ") .C. 00mm (3') MIN. 5' PRIVATE ESMT. C❑NVEYED\.T❑ ENSERCH CO. VOL. 369, PG. 137, B. C. D. R. \ Existing shrub hedge to -/ be protected (use tree protection detail � Remove one or two existing shrubs as needed to plant new tree. Existing shrub hedge to be protected (use tree r. protection detail G) \` / Remove one or two existing ~ \� shrubs as needed to plant , new tree. Existing shrub hedge to be protected (use tree ° protection detail IIMP 7Ep vn / Trpro PrnfAr-+lnn NTS PLANT SO THA BALL IS EVEN FINISHED GRAC PAINT ALL CU' 2 STRAND TRI'. GAL. WIRE ENC RUBBER HOSE HARDWOOD ST, 1 -3 STAKES 2 DRIVEN (MIN. 1 INTO SUBGRAD TO BACKFILLIN STAKE ABOVE OR AS NECES; SUPPORT SPREAD — SPECIFIED PLAN TING MIX WATER & TAMP TO REMOVE AIR POCKETS =III =I I I I = I F;:;; (- NOTE: �" ' III STAKING AS REQUIRED 2 X BALL D Tree Planting and Stakin NTS MOTE: P AREA 36' SIGN < d 4 5" 00k p Ift � . mm 10" DA ' -� ♦ J A`\ CONSTRUCTION KEYNOTES: \ e _ s_t o_n__e B_,r i c F i e 1 d P a v r in Brick Red or approved equivalent. Basket weave . pattern. 0 Steel edging. Myrtle v '0' Ce - -❑ THE _ AT i ON v ❑L. P. D. F. o Existing shrub hedge to be protected (use tree r/ �� y ed° \.\ \ protection detail ) \ if Crone \ \\ ;,e oaf \L \ �t2 Crape Cl . ; �, r P E ..,, 3, 430. 9 :� -0, T. P9 B6 ( - Q 0 D g n P 9ti Q EMPN �'1. 2 G, � oti L PROJECT �P� �� o ev 7 LOCATION ar �, BARTHCLLGW RIDGE P 1 e- 1V ar RT'� Otte D �� a �ZN Co � Ste t o E 9 SI 'yo CB Bee C ark �Zti I P G P�O�C✓O`'� � 2y FD P p q �I 4iVq �a SO � ¢ CREE `E�xisting shrub hedge to Crape \ e\- ,protected (use tree y ptektion detail ^ ) 10° oak \ u Crape \ yrlle F I `J.0. \ f , ! 0' 10' PUBLIC U t I 1 I- EASENIE1 T \\ 24` RCP `- NOTES: \ 2" Crope � '�\ Myrtle \ 1 All areas will be covered b an automatic Q 0 NA STAKE TO FIRST BRANCHES AS NECESSARY FOR FIRM SUPPORT ° WIRE SHALL NOT TOUCH OR RUB ADJACENT TRUNKS OR BRANCHES 2" X 2" HARDWOOD STAKES DRIVEN FIRMLY A MINIMUM OF 18" INTO. THE SUBGRADE PRIOR TO BACKFILLING 2 STRAND 12 GAUGE GALV. WIRE TWISTED AND ENCASED IN RUBBER HOSE 6 — 9" 3" MULCH FROM TOP OF STAKE Top of mulch is 1" 2 WIRE SUPPORTS SHALL BE below top of steel FORM SAUCER WITH USED ON MAIN STRUCTURAL edging. 2" layer shredded 3" CONTINUOUS RIM BRANCHES Steel edging 2 c red bark mulch above finshed grade. '''lilllllllllllllllllll IIUnI " ".• • ,,.L. ►►IIIIIIIIIilllll 111111''1' _ _ ' p ' ,,�.' I III 11 I 11111 I I II IlIII I II � .�� � K � ^.:: �� • � :.. II II I II III III I i ( I I \ /•.'':X \ Grass or other' . .:..... .. SPECIFIED PLANTING MIX I II I I (— material (see plar : .. .. . .. ... WATER & TAMP TO =) I I III I (( (� I I I (— `� /;� %' /' REMOVE AIR POCKETS i:;� :; i ; <� I M , \. / \` �� � `' '`% � %/ '' `'% / /% %' Rototill existing soil /` ' �` -,\: �`•:\ �`��`;\ �� `'� � ';. '': \! ` \; � � to a 6"-10" depth. /j \ %i; %, `.' /i; %/' . , ; . . Add 2 parts mulch and 1 part peat. Lightly till into soil. 2 X BALL DIA. Crown to center. C Multiple Trunk Tree Planting and Staking D Shrub Planting Ll NTS l NTS VICINITY MAP NTS y irrigation system (an irrigation plan will be submitted before the C.O. is granted). 2. Areas disturbed during construction shall be repaired and overseeded to return turf coverage. 3. See notes on plans regarding existing plant material. 4.Soil Preparation Guidelines: 50% Native Soil 25% Compost 25% Brick Sand 5. All landscape areas where surface is not indicated as ground cover shall be covered by turf grass. 6. 100% coverage of ground cover, decorative paving, decorative rock or perrenial grass is required in parking islands, swales and drainage areas, the parking lot setback, rights —of —way and adjacent property disturbed during construction. Existing shrub hedge /to ; be protected (uset`ree protection detail R =10 .00 I L =11'5 , I �I 48'58"W /C 9.25 / ,,/ 3" compacted base material t 6 Oak / 1" Brick sand base (typ) Dry laid Keystone 4" Steel edging (typ) 2 above finished grade Brick Field Paver, Brie or Planting or grass a Pavers are flush approved (see plan) / equivalent. j ' •: � / /! with curb III I'Ir 1 1111 1111 II II , li /1<xi s /s h ru b i,.,. h cog - / to be Q _ cted / se tree rotection �/ \•```' \ ,�\ "�` oak detail REVIEWED FOR ® COMPLIANCE 0 LANDSCAPE REQUIREMENT LEGEND Landscape Points Required: Site Area 32782 sf /1000 x 30 983 points Streetscape Points Required: Frontage Landscape Points. 390 If /50x300 2340 points Preserved Shrubs 59 x 10 pt /each —590 points ° 1 Preserved Canopy Trees 2 @ 200pts /tree —400 points Preserved Non — Canopy Trees 6 © 75 points —450 points REQUIRED Streetscape Points 900 Points TOTAL POINTS REQUIRED: Landscape Points 983 points Streetscape Points 900 points 1883 POINTS Streetscape Trees Required: Texas Ave. Frontage 250 If /25 10 trees l s outhwest Pkwy. Frontage 140 If /32 4 trees Preserved Canopy Trees —2 trees Preserved Non — Canopy Trees 6 = —3 Street trees REQUIRED NEW TREES 9 trees E Pavers on Curb (ty ) JU14 2 9 2004 L I " _ ' - GOLLEGE STATION DEVELO NT S CE POINTS PROVIDED AND PLANT LEGEND 7 Cedar Elm 3.5+ cal. 300 2100 points Ulmus crassifolia 10 Crape Myrtle Red Min. Col. min 6' tall 40 400 points Lagerstromia indica 15 Gal. 5 Wax Myrtle I'2.; � l T V15ga i J twn _ eO points Myrica cerifera 15 Martha Gonzales Rose 2 gal. 0 Points MG Rosa Species 'Martha Gonzales' 94 Compact Nandina 5 gal. 10 940 points Nandina compacta O 15 Indian Hawthorne 'Clara' S gal. 10 150 points Raphiolepis indica Asian_ Jasmine Groundcover 1 gal. 0 Tracnleospermum asiaticum 37 TO t TOTAL POINTS PROVIDED . points ow 44$ S63 0 57'34 "E 21.32' Submitals BY Revised 6 -24 -04 WAK -W. ,e° tw CJ 4 CO) �s N Am 91 2 OD 0 g _0 _ - - Lo ® y as IN CY MO - 6 J W 0 u 4� 0 0 M to AKH CHECKED WAK DATE June 2004 SCALE varies JOB NO. 04- 099 -17 SHEET OF NOTES 1. MONUMENTATION (BENCHMARK) AS SHOWN. 2. THE UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEE THAT THE UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE EXACT LOCATION OF ALL UTILITIES SHALL BE FIELD VERIFIED BY CONTRACTOR BEFORE ANY ON SITE CONSTRUCTION ACTIVITY. IF ANY CONFLICTS EXIST BETWEEN THE DRAWINGS AND FIELD CONDITIONS, THE ENGINEER AND THE OWNER SHALL BE NOTIFIED IMMEDIATELY. 3. FIELD SURVEY COMPLETED BY CIVIL CONCEPTS INC. GENERAL NOTES 1. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE SURE THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CON- CAUTION ! BEFORE ■ OU DIG - CALL UNDERGROUND UTILITY . 1- 800 - 245 -4545 COORDINATING COMMITTEE CITY OF COLLEGE STATION (ELECTRIC) (979) 764 -3438 VERIZON TELEPHONE (888) 483 -5600 ONCA (GAS) (979) 774 -2506 TRENCH SAFETY NOTE: IF ANY TRENCH ON THIS JOB SITE, INCLUDING OPEN EXCAVATIONS WHOSE DIMENSIONS CAUSE THEM TO BE CONSIDERED TRENCHES BY OSHA, REGARDLESS OF WHETHER FOR THE INSTALLATION OF UTILITIES, FOUNDATIONS OR ANY OTHER SITE ELEMENT, IS EQUAL TO OR GREATER THAN 5.00' IN DEPTH, THEN THE CONTRACTOR SHALL NOT PERFORM ANY TRENCHING ON THIS SITE UNTIL HE HAS FIRST OBTAINED DETAILED PLANS AND SPECIFICATIONS FOR TRENCH SAFETY SYSTEMS CONFORMING TO OSHA REQUIREMENTS. SUCH PLANS AND SPECIFICATIONS . SHALL BE PREPARED BY A REGISTERED PROFESSIONAL ENGINEER EMPLOYED BY OR CONTRACTED BY THE CONTRACTOR AND SHALL BE CONSIDERED A PART OF THE CONTRACTOR'S MEANS AND METHODS OF CONSTRUCTION. THE PROJECT ARCHITECT AND PROJECT ENGINEER ASSUME NO RESPONSIBILITY FOR THE CONTRACTOR'S MEANS AND METHODS OF CONSTRUCTION. IF THIS PROJECT IS OFFERED FOR BID, THE BIDS MUST CONTAIN A SEPARATE UNIT PRICE PAY ITEM FOR TRENCH SAFETY. fl 1n nn zn en SCALE: 1"=20' IT SUBMITTAL DATE: 01 -10 -2003 GENERAL NOTES 1. McDONALD'S ROAD SIGN AND BASE ARE BY THE SIGN CONTRACTOR. 113 CONDUIT AND WIRING ARE BY THE GENERAL CONTRACTOR. w 2. BASES, ANCHOR BOLTS, CONDUIT, AND WIRING FOR ALL OTHER SIGNS ARE BY THE GENERAL CONTRACTOR. 3. LIGHTING FIXTURES, BASES, POLES, CONDUIT, AND WIRING ARE BY THE OWNER /OPERATOR. m 4. BASES FOR FLAGPOLES ARE BY THE GENERAL CONTRACTOR. ANCHOR BOLTS ARE BY THE FLAGPOLE SUPPLIER. 5. PROPOSED UTILITIES ARE SHOWN IN SCHEMATIC ONLY. EXACT N LOCATIONS SHALL BE DETERMINED TO ALLOW FOR THE MOST ECONOMICAL INSTALLATION. p 6. THE CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES Z TO DETERMINE EXACT POINT OF SERVICE CONNECTION AT EXISTING P UTILITY. REFER TO THE BUILDING ELECTRICAL AND PLUMBING w DRAWINGS FOR UTILITY SERVICE ENTRANCE LOCATIONS, SIZES, AND Z CIRCUITING. o w o 7. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE BENCHMARK a v AND MUST BE VERIFIED BY THE GENERAL CONTRACTOR AT m GROUNDBREAK. w w 8. FINISH WALK AND CURB ELEVATIONS SHALL BE 6 " ABOVE FINISH PAVEMENT, UNLESS OTHERWISE NOTED ON PLANS. w 9. ALL LANDSCAPE AREAS SHALL BE ROUGH GRADED TO 6" BELOW n. TOP OF ALL WALKS AND CURBS. FINISH GRADING, LANDSCAPING, in AND SPRINKLER SYSTEMS ARE BY THE OWNER /OPERATOR. w 10. LOT LIGHTING CONCRETE FOOTINGS TO CONFORM WITH THE SOILS (L REPORT RECOMMENDATIONS FOR THIS PARTICULAR SITE. 11. TEXAS DEPARTMENT OF TRANSPORTATION TRAFFIC PAINTTWPT -8F WHITE PAINT, IS THE APPROVED `r LOT STRIPING BE USED. I ,cc N 12. THE GENERAL CONTRACTOR SHALL RUN A ROTO - ROOTER r THROUGH ALL SEWER LINES THAT CONNECT-TO A CITY MAIN to PRIOR TO OPENING DAY. W .— N PAVING SPECIFICATION 3" HOT ASPHALTIC MIX PER TXDOT ITEM 340,1993 STAND. SPEC. FOR CO ' STR OF HIGHWAYS, STREETS dt BRIDGES. USE TYPE D SURFACE MIX. 0 8" LIMESTONE Of SU RenF. . 6" LIME STABILIZED SUBGRADE (6X LIME BY DRY WEIGHT) K, E CHEN +' COMPACTED TO AT LEAST 95% MAX DRY DENSITY, TO �X TO +276 ... . ' * * * * 1 OF OPTIMUM MOISTURE CONTENT AS PER ASTM D -698. +�.. ASPHALT ALTERNATE j� / � 2" HOT ASPHALTIC MIX PER TXDOT ITEM 340,1993 STAND. SPEC. FOR jt11 CONSTR. OF HIGHWAYS, STREETS & BRIDGES. USE TYPE D SURFACE MIX. E IEI Z 6" BLACK BASE SU ens, 6" LIME STABILIZED SUBGRADE (6% LIME BY DRY WEIGH COMPACTED TO AT LEAST 95X iwAX DRY DENSITY, TO __q% % TO +2X OF OPTIMUM MOISTURE CONTENT AS PER ASIM -698. CONCRETE ALTERNATE 9 4000 PSI, 6" THICK CONCRETE (7" DUMPSTER AREA) WITH #3 REBAR AT 18' O.C.E.W. 6" LIME STABILIZED SUBGRADE (6X LIME BY DRY WEIGHT) .- COMPACTED TO AT LEAST 95% MAX DRY DENSITY TO -2X TO -2X OF OPTIMUM MOISTURE CONTENT AS PER ASTM D -698. 1. MCDQNALD'S ENGINEER RESERVES THE RIGHT TO REQUEST A COMPACTION AND /OR A CORE SAMPLE. IF TESTS PROVE CORRECT, PER ABOVE •" to SPECIFICATION, TESTS WILL BE AT THE EXPENSE OF McDONALD'S, 04 OTHERWISE G.C. WILL ESE CHARGED. UO 2. GEOTECHNICAL RECOMMENDATIONS BASED ON SOILS REPORT 102100 w BY BANDY AND ASSOCIAi INC., DATED JUNE 14, 2002 0 SITE LIGHTING 0 SECURITY LIGHTING SYSTEMS MODEL ASB1000- MH -DB -MT H LAMP TYPE, WATTAGE: METAL HALIDE, 1000 WATT rn D MOUNTING HEIGHT: 30' ZO' .a NOTE: ALL FIXTURES TO BE INSTALLED TILTED AT W o A 30 DEGREE ANGLE. UNLESS OTHERWISE SPECIFIED. FINAL ADJUSTMENTS TO AIMING ANGLE /DIRECTION OF FIXTURES MAY BE REQUIRED TO ELIMINATE LIGHT TRESPASS OR GLARE ONTO ® Z ADJOINING PROPERTIES OR ROADWAYS. 0 SITE PLAN 0 3 � Q PARKING INFORMATION (EXISTING) rn TOTAL 34 SPACES 18' -0" X 9' -0" ® 90 • M SPACES 2 SPACES 18' -0" X 8' -0" ® 90 • 4 o M nc 3 SPACES 18' -0" X 9' -0" O 60 • UTILITY INFORMATION (EXISTING) w v SIZE TYPE LOCATION o SANITARY SEWER 4" ALONG NW PL. 0 g WATER 18" H WY. 6 STORM SEWER N/A SURFACE DRAIN o ELECTRIC OHE HWY. 6 GAS 6" H WY. 6 K. Chen .1L ngincerin9 A DiWon of KC Un Red, Ina cf) 8 W F x Consulting Civil Engineers °t �„� 9� 0. "No °n.Te � < w im 71 LEGEND (PROPOSED) a z SANI SEW tL — S —S S S G-�; GAS -G�v^ ¢ Q z ... WATER �.. ... LOT LIGHT °'� LP:30 Z FS ..--- -.. --. J th (n STO SEWER EXISTING ELEVATION 76.5 p —ST ST ST ST— U E E LECTRIC E LECTRIC PROPOSED ELEVATION 77.0 T DRAINAGE ARROW T T T T PLAN SCALE: 1 " = 20' STREET ADDRESS 2420 T EXAS "ENUE fl CITY STATE STATUS DATE BY COL STATION TEXAS„ PRELIMINARY COUNTY PLAN DRAWN B RAZO S PLAN CHECKED REGIONAL DWG. NO KCE JOB # 0278 -01 c m 4 -0289 DRWG. TITLE: 0278SP.DWG of 7 -10 NOTES 1. MONUMENTA11ON (BENCHMARK) AS SHOWN. 2. THE UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEE THAT THE UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE EXACT LOCATION OF ALL UTILITIES SHALL BE FIELD VERIFIED BY CONTRACTOR BEFORE ANY ON SITE CONSTRUCTION ACTIVITY. IF ANY CONFLICTS EXIST BETWEEN THE DRAWINGS AND FIELD CONDITIONS, THE ENGINEER AND THE OWNER SHALL BE NOTIFIED IMMEDIATELY. 3. FIELD SURVEY COMPLETED BY CIVIL CONCEP'T'S INC. CONSTRUCTION NOTES 1. OVERHEAD LINES MAY EXIST ON THE PROPERTY. WE HAVE NOT ATTEMPTED TO MARK THOSE LINES SINCE THEY ARE CLEARLY VISIBLE, BUT YOU SHOULD LOCATE THEM PRIOR TO BEGINNING ANY CONSTRUC- TION. TEXAS LAW, SECTION 752, HEALTH AND SAFETY CODE, FORBIDS ALL ACTIVITIES IN WHICH PERSONS OR THINGS MAY COME WITHIN SIX (6) FEET OF LIVE OVERHEAD VOLTAGE LINES. CONTRACTORS AND OWNERS ARE LEGALLY RESPONSIBLE FOR SAFETY OF CONSTRUCTION WORKERS UNDER THIS LAW. THIS LAW CARRIES BOTH CRIMINAL AND CIVIL LIABILITY. TO ARRANGE FOR LINES TO BE TURNED OFF OR MOVED, CALL CITY OF COLLEGE STA11ON ELECTRIC AT (979) 764 -3438 2 LOCATION OF ONCA GAS MAIN LINES ARE SHOWN APPROXIMATELY. THE CONTRACTOR SHALL CONTACT ONCA GAS AT (979) 774 -2506 AT LEAST 48 HOURS PRIOR TO CONSTRUCTION TO HAVE MAIN AND SERVICE LINES FIELD LOCATED. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION BEFORE COMMENCING WORK AND AGREE TO BE FULLY RESPONSIBLE FOR ANY DAMAGES CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE THESE UNDERGROUND FACILITIES. 3. THE LOCATIONS OF TELEPHONE UTILITIES ARE SHOWN APPROXIMATELY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION BEFORE COMMENCING WORK. CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED 13Y HIS FAILURE TO EXACTLY LOCATE AND PRESERVE THESE UNDERGROUND UTILITIES. CALL VERIZON TELEPHONE AT (888) 483 -5600 4. THE LOCATION AND ELEVATIONS OF EXISTING UTILITIES AND PAVEMENT ARE SHOWN IN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES AND PAVEMENT, AND FIELD VERIFY TOPOGRAPHIC INFORMATION BEFORE COMMENCING WORK. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ANY DAMAGES CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND MAINTAIN THESE FACILITIES. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE FOUND. 5. CONTRACTOR TO NOTIFY THE "UNDERGROUND UTILITY COORDINATING COMMITTEE" AT (800) 245 -4545 AT LEAST 48 HOURS PRIOR TO STARTING WORK IN STREET RIGHTS -OF -WAY OR EASEMENTS. 6. CONTRACTOR SHALL CONFORM TO LATEST OSHA REQUIREMENTS FOR EXCAVATIONS AND TRENCHING. 7. CONTRACTOR TO OBTAIN ALL CONSTRUCTION PERMITS REQUIRED BY THE CITY OF COLLEGE STATION AND ANY OTHER APPLICABLE REGULATORY AGENCY. 8. EXISTING PAVEMENT, STRUCTURES, AND OTHER FACILITIES DAMAGED BY THE CONTRACTOR DURING CONSTRUCTION OPERATIONS SHALL BE REPLACED AT CONTRACTOR'S EXPENSE TO APPLICABLE AGENCY STANDARDS AND /OR BETTER CONDITIONS. 9. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF COLLEGE STATION SPECIFICATIONS AND CONSTRUCTION STANDARDS AS CURRENTLY AMENDED. PAVIN AND DRAINAGE NOTES 1. REFER TO SHEET C -4 & C -5 FOR ALL PAVING /SID DRAINAGE DETAILS. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR GRADING ALL AREAS TO INSURE POSITIVE DRAINAGE. 3. GUIDELINES SET FORTH IN THE TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES SHALL BE OBSERVED BY THE CONTRACTOR. 4. ALL SPOIL MATERIAL SHALL BE REMOVED FROM THE SITE UNLESS OTHERWISE DIRECTED BY THE ENGINEER. 5. ALL CURBS TO BE 6" IN HEIGHT, UNLESS OTHERWISE INDICATED. 6. ALL CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH LATEST EDITION OF ACI -318. 7. ALL CONCRETE FOR PAVEMENT CONSTRUCTION SHALL HAVE A 28 DAY MINIMUM 8FMgffSpyE jN&H OF 4000 PSI AND A MINIMUM FLEXURAL STRENGTH 8. ALL CONCRETE REINFORCEMENT SHALL BE GRADE 60 IN ACCORDANCE WITH ASTM A -615. 9. CONTRACTOR SHALL CONTACT THE CITY OF COLLEGE .STATION AT (979) 764 -3500 AT LEAST 48 HOURS PRIOR TO COMMENCING ANY CONSTRUCTION. 10. � 5 PIPE ANDNW667.P PIPE AND FITTINGS SHALL CONTFORM OTHERWISE WITH 11. ALL LL DDI L STT g U E RBEED � AREMAUSLCWIITHIN THE �PUBLI COIIGHT -ON Y OFWO�N THOSE AREAS PER TX SPECIFIWON f1EM NO. 16 12. STORM SEWERS WITHIN THE PROJECT SHALL BE PRIVATELY OWNED, OPERATED AND MAINTAINED BY OTHERS. 13. SggPHHpEpCIA,Lgg BA1 5 FI S LL iACK /TON CEMENT STABILIZED SAND TO WITHIN 1 �-0 BELO W r. SUBGRADE. 14. CEMENT STABILIZED SAND SHALL MEET OR EXCEED CURRENT CITY OF COLLEGE STATION PERFORMANCE SPECIFICATIONS(100 PSI COMPRESSION TEST IN 48 HOURS.) GREASE INTERCEPTOR 93X 1.33X2X 1.5X3.0 =1113.21 WATER DEMAND MONTHLY AVE: 104,000 GALLONS TC 285.36 J / . \ 29 x <k L� x 285. 0 TC= 286.50 G 284. 82 TC 285, 25 ��' F 284, 77 T �\ % �� b� 2 s x TP= 286.00 TC 285, 08 C =286.50 A \ 4 V QV C 283. 85 / G 284. 57 \; TC 285. °286.00 \ 97 G 283. 48 x 284, 13 \ 254. 9 TC 285, . TC 285. ' i X 2 \ QJ \� G 2842 67 x 284, 73 �. 284. 9 \ v \ CQ O Z64. 87 TO =2` A) 1 /2" I. R. TC 28. G 284, 6 28 ` 0 C 22 Q�+ 6 \ 2114_ t 1 '" ` 0 285, 10 '' � �i \ G 283.38 x 2B4, 19 T GS4. 56 G 4, 59 284. 55 / �Y 284. 69 f SAN, SWP., M. H. V)� TOP 285.37 +s \ TC 8�4, 09 L NW 4 FL 2B2.57 MATCH E (STING CURB G 283 7 �: SW 6" PIPE FL 282.17 0 AND PAVEMtNT G 2833361 x 284. 18 x 284. 36 x 284. 52 r TC= TOP OF CURB ELEVATION TP= TOP OF PAVEMENT ELEVATION FF= FINISH FLOOR ELEVATION �-- FLOW ARROW NOTE: EXISTING DRAINAGE PATTERN REMAIN UNCHANGED �x 283.86 N OTE: x X" IN C ❑ 283. 28 �® ALL DIMENSION ARE TO FACE OF SET 'X, 284' 11 CURB UNLESS OTHERWISE NOTED. x 284. 39 C 284, 46 BENCHMARK: 284, 00 EXISTING FIRE TC 284,. x TC 284, 19 HYDRANT CITY OF COLLEGE STATION BENCHMARK G 284.11 G 283. 72 x 283. 31 r. 284.03 NO. 120 TC 283.70 ELEVATION: 301.34' ELEVA 10' OATS/ � 1 x G 283. 28 p C 283.58 TEM: G 283. 22 x 284' 01 "X" ON TOP OF INLET AT THE SOUTHWEST CORNER OF PROPERTY. ELEVATION: 284.61' x 283.91 F ■I ■R ■M■ ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INSURANCE MAP NO. 480083 -0144 C, DATED JULY x 283. 81 \ 2, 1992. THE SUBJECT PROPERTY LIES WITHIN ZONE "X" (UNSHADED), AREAS DETERMINED TO BE OUTSIDE THE 500 YEAR FLOOD PLAIN. SUBMITTAL DATE: 01 -10 -2003 c LQ( ej CAUTION 1. BEFORE YOU DIG - CALL UNDERGROUND UTILITY 1- 800 - 245 -4545 COORDINATING COMMITTEE CITY OF COLLEGE STATION (ELECTRIC) (979) 764 -3438 VERIZON TELEPHONE (888) 483 -5600 ONCA (GAS) (979) 774 -2506 o, x 283. 0 21 32' � TRENCH SAFETY NOTE: IF ANY TRENCH ON THIS JOB SITE, INCLUDING OPEN EXCAVATIONS WHOSE DIMENSIONS CAUSE T TO BE CONSIDERED TRENCHES BY OSHA, REGARDLESS OF WHETHER FOR THE INSTALLATION OF UTILITIES, FOUNDATIONS OR ANY OTHER SITE ELEMENT, IS EQUAL TO OR GREATER THAN 5.00' IN DEPTH, THEN THE CONTRACTOR SHALL NOT PERFORM ANY TRENCHING ON THIS SITE UNTIL HE HAS FIRST OBTAINED DETAILED PLANS AND SPECIFICATIONS FOR TRENCH SAFETY SYSTEMS CONFORMING TO OSHA REQUIREMENTS. SUCH PLANS AND SPECIFICATIONS SHALL BE PREPARED BY A REGISTERED PROFESSIONAL ENGINEER EMPLOYED BY OR CONTRAC BY THE CONTRACTOR AND SHALL BE CONSIDERED A PART OF THE CONTRACTOR'S MEANS AND METHODS OF CONSTRUCTION. THE PROJECT ARCHITECT AND PROJECT ENGINEER ASSUME NO RESPONSIBILITY FOR THE CONTRACTOR'S MEANS AND METHODS OF CONSTRUCTION. IF THIS PROJECT IS OFFERED FOR BID, THE BIDS MUST CONTAIN A SEPARATE UNIT PRICE PAY ITEM FOR TRENCH SAFETY. �ba 91 TB 286.56 EP 286. 60 x 287. 16 �r 287 . 7 G 2 . 42 v $ \0 3. 31 x 285. 75 j 7. 65 \ x 287, FND, 1/2 , � 286. 34 E,2 7 \ TB 286. 29 S63 °57'34 "E x 286. 86 \ 7' ti 285 10' PUBLIC ESMT, TO THE . x 287. 71 G %87, 4 CITY OF COLLEGE STATION �� x 87, 42 286, 27 x• EP 286. 07 V OL, 304 PG. 70 , B. C. � 2ff- 68 FND. TXDOT IS, TB 285. x TC 28 70 i \ TXDOT DISK TC =287.00 ff G 287 x 282. 60 TP= 286 .50 5' PRIVATE T�287�40 l T ❑\ 85. 40 0 ENS&ROW Ca ��++ QQ 287. 45 % f l n VOL. 369 P - TPr - � 8}9.9,0( P., 287. 06 x 5 TB 265. 74 x 286. 42 � TC 8872 76 x \ n EP 285.83 EXISTING CONCRETE G 287. 27 \ C ., 8 \ x 282.9 �l � N DRAINAGE FLUME TO T 3 x 257, 86 x 287, 51 '28762 286. 25 x t^ 10' CEDAR REMAIN RKWAY x 286. 16 ^ A LAZA, S - �,- - TB gas, 36 0 , S E TC 2 �1Q SAVE & EXCEPT V❑ PG, 691 ❑, R, B, C, T G 287.3 C 7 G 287' 0 C \Q2 c7 CEDAR 0,036 ACRES CONVEYED TO x 282• TEXAS DEPARTMENT OF \ C - 1 \ x 87, 81' M, 6° TRANSPORTATION x 287. e5 x 287, 58 287.33 / r. 287. 06 M PT _.• 285.43 EP 85 '44 5, 34 N ❑, 0734671, B. C. ❑, P. R. R. P. r. 28 . 61 '•. � TC 287.9N��• TC =287.10 �\x s� T G 287. .06 . I TP=286.60 \ 116 x 282, s �j� 8r � x J ``" x 87. 96 284. 82 x 287. 96 x 287, 59 / 87. 45 i �J� x 287. 04 x 286. 74 \ t 6 x 285. 69 CONC. TC_287.$0 01\ �� [ Tcp=286.50 =287.00 TP =28 .15 \ 6 .R P� � x 2 TB 284.9 EP 285. 13 TP- 287.30 �`3 \� TL o TC= 286.90 J �� \i 6' tiF x TP= 286.40 2 5. 2 B 284, 86 287. 65 x T G 2 7. 38 \ -61 C \ TP= 287.50 \ h x 287. 13 x 287. 06 x 286. 78 x 288. 00 1 \ x 86. 46 2" CR EP 284.90 x 285. 44 MATCH EXISTING CURB TC= 287.70 87 53 TC_286.90 �, ��x TL R E TC 7. 95 287 73 TB 284.71 / , � AND PAVEMENT G 2 7.47 Q 36/ TP= 287.20 G C , 2 9 � 287, I 11TP 286.40 B .� • >. 2' C � x 282. 287. 23 x TC 287.57 S�YRTL 2e7,73 x TC 288, 9 G 287. 06 x 0 / DUhIPSTEP, 287, 1 286. 9 x x 287, 49 G 287. S AREA / 87 7q TCi= 287.50 , 87.00 G �' 287• ' - LOT 2Q 6 ` \ � i 10" 284• TB 5 284. 51 EP 284. 63 x 285. 19 \ 87, 34 TP- 2 287, 3 TC_287. TP -286. . 768 ACRES \ z� .. x i s " \ E G 86' 6° GAS LINE 4 G 2 47 S R. , \ MYP,TL SET 'X' IN C ❑NG O i T �6 32 SEE NOTE # 7 82. 3 fC 2117. x 8 .2 x 207 TC =287.60 \ \ c7 84, EXISTING CONCRETE x 284.91 x 287, 29 G 287, 3 �L�PGE 36" SIGN - x 287. 03 x 2 EP 284 4 DRAINAGE FLUME T x 286. 81 MATCH .E ANDD ' fAV 286. V CONC. � t TP =286.80 TP- 287.10 x 286, \ TB 284.1 x REMAIN \ \ 8 x x 2882 \/ X2887 0 \ G 2 28 35 4 TC =287.60 R=1 0 \/ C R IB° WATERLINE TP =287.10 T 286 .6 \ MYRTLE / _ SEE NOTE # 6 r, 284.71 Ak* x 286.96 \x 287. 00\ T 287. 1 C 287. 19 \ x 87, 24 v. 286.89 1 T`P=286j O C7 $4, 1f - j STING CURB '� G 286, G 286.8L1 2 x 28 : EP 283.99 \ TC 87. 0 IC 287. 83 x TP= 286.80\ e x TB 283.88 ANT G 2L 9, 6 , d87. 35 \ T . 287.8. G A � \ x 281.9 a 287.4 \ 8 C 286, C 287, 8 ` 11 6. 0 v 286,63 G \ 286, 42 287. 0 6 7 _8 4' FF = 287.7 6• O \ i""` G7 / � TP =286.80 ` 0 x 4.80 2 EP 283.73 c 6. 2 x \ K��p 1\ \ TC 283.57 6 \O \TC 6. 6 TC 287' 7.9 87, 31 TP- 287 .40 8 x� D I SI< 7 � \ FND, XDOT x 2131.. 7 2 6 24 G 2 TP =286`.30 : 1 x 286.07 �\ x TC 286. 71 ,284. 17 \ x 286, Z TC _ 7, 94 X TC =287.75 x 287. 1 I TC= 286.80 G 286.3 \. 284.8 x \ x 286.26 287. 49 _ TC 286. t f� ' O' 52 TC 287, 85 TP= 287 .65 =28'7.60 . 59 OS 283. 39 56. 0TC 286, 63 \ G 287. 38 G 2 6. 00 10 PU � �p ' BLI TIL TY ASEP4 TC 286.37 �T' G 286. 16 TC 286.5.' `' P =2L7 .1O TC =287.3 \ \ G 285.85 � \G 286. 06 _ 24" PCP On 'U10 U10' OA ., �\ �./ C 28 .26 TP =286.80' TP= 286.00 TC 286 ' \ x 285. 92 \ 286. OS Q� G. . 4 x (l /(/ \ G 28.82 x i 7.07 x U EP 283. 03 G 285,90 �y ` / G 7, 01 284.8 x >\ TC 287. 84 \ TC 287, 08 G 2 286 4 x 2 6.52 G 14371 39• G 286, 62 TC 28 T G 285. 75 s ��C 286, 3r\ 287, 94 .x• ��� � TELE. M. H. x 284. 43 G 285. 49,' G St f 285. 89 TC 286. 70 r. 285. 8�6 - TP =2$ .6 (� x G 285. 6 285, � Imo\ 28 186 2 / • 0 x 285, 92 284. 8�x \ \ 287 83 x 286. 13 TI =2 6 O 0 x �yF \TC 286.0 2 TC r. TC =287.75 86. 6 TC 284, 51 x SO TC 2�� 74 i X 285. 20 O GAT "( 51. Cy 285. 64 2 s7. Q4 TP= 287 .65 G 28.15 284.4 c G G 283. x 283. 13 / � \ 285. 5. T( TP7-7286.80 284. 8 x r. / 66C� \ TC 287.86 FT(�286.30 = 17 ' x 2i R? 100:00' / G 287. 5�7 \ - l sip TC 287. 82 ' �C 284, 06 cJ v �j \C 255. 9 G 287, 29 x TP= 286.85 1 T o / L - = 11x.58 / G 283. C x 283.43 � �• � G 285, 48 � C 7, 60 x TC 286, G �' 6. p c 71 X 285, 0 1) �R� \ x 285.4 G 28, 4 286.00 �5 - •�j ' 48'58 "W X 215.27 284.9 x 286,80 x ±� x 285. ' C / 169.25 • �Sj, \ \ T G 28 8 6 6. 36 x TC 2 , 38 / r 284.75 x TC 285. 82 i, C _6 33 G 285.92 \ G 6 . 35 C 284. 15 ``� G 285. 36 G , x 285 x x 283. 82 X 264, 75 L Q 1 S \ 285, 24 x G 28_ B��2V7.5O _'8 \ OA G 283. 72 TC 284, L 3 x 285.06 <. A \ �' TP= 287.00 'D 4.6 x \ TC= 286.90 PARKWAY P L AZ A, PHASE S E V E f`J a � � I TC ' -286.5 0 �� \� z86 p t ' \� TP =286.40 MATCH E I CURB V OL. 479, 7, P6, 691, ❑, P�, C 9 \ TC 285.69 \ 60 C` \283. 99 x 284. 08 ZONING C-1 AND PAVEMLNT c�� G 285, 14 TP= 286.00 � x G 283.61 X 004 S 2 1 GENERAL NOTES 1. McDONALD'S ROAD SIGN AND BASE ARE BY THE SIGN CONTRACTOR.T CONDUIT AND WIRING ARE BY THE GENERAL CONTRACTOR. 2. BASES, ANCHOR BOLTS, � CONDUIT, AND WIRING FOR ALL OTHER W SIGNS ARE BY THE GENERAL CONTRACTOR._ 3. LIGHTING FIXTURES, BASES, POLES, CONDUIT, AND WIRING ARE BY THE OWNER /OPERATOR. m 4. BASES FOR FLAGPOLES ARE BY THE GENERAL CONTRACTOR. ANCHOR BOLTS ARE BY THE FLAGPOLE SUPPLIER. 5. PROPOSED UTILITIES ARE SHOWN IN SCHEMATIC ONLY. EXACT 04 LOCATIONS SHALL BE DETERMINED TO ALLOW FOR THE MOST ECONOMICAL INSTALLATION. p 6. THE CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES z TO DETERMINE EXACT POINT OF SERVICE CONNECTION AT EXISTING P UTILITY. REFER TO THE BUILDING ELECTRICAL AND PLUMBING z DRAWINGS FOR UTILITY SERVICE ENTRANCE LOCATIONS, SIZES, AND z 2 CIRCUITING. z w o 7. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE BENCHMARK n 0 3 AND MUST BE VERIFIED BY THE GENERAL CONTRACTOR AT c v W GROUNDBREAK. 5 8. FINISH WALK AND CURB ELEVATIONS SHALL BE 6" ABOVE FINISH a v m PAVEMENT, UNLESS OTHERWISE NOTED ON PLANS. w B_ 9. ALL LANDSCAPE AREAS SHALL BE ROUGH GRADED TO 6" BELOW a I TOP OF ALL WALKS AND CURBS. FINISH GRADING, LANDSCAPING, cn AND SPRINKLER SYSTEMS ARE BY THE OWNER /OPERATOR. w 10. LOT UGHTING CONCRETE FOOTINGS TO CONFORM WITH THE SOILS 0- REPORT RECOMMENDATIONS FOR THIS PARTICULAR SITE. 11. TEXAS DEPARTMENT OF TRANSPORTATION TRAFFIC PAIN WPT-8F WHITE PAINT, IS THE APPROVED O o LOT STRIPING TO BE USED. Q 12. THE GENERAL CONTRACTOR SHALL RUN A ROTO - ROOTER a THROUGH ALL SEWER LINES THAT CONNECT TO A CITY MAIN PRIOR TO OPENING DAY. > w .- 04 PAVING SPECIFICATION Qf2LI 3H�OT� ASPHALTIC MIX PER TXDOT ITEM 340,1993 STAND. SPEC. FOR ,�`ttit'�1t1t CONSTR. gFH IGHWAYS. STREETS & BRIDGES. USE TYPE D SURFACE MIX. �w�E• OF TF t 8 " LIMESTONE g SUBGRADE "r,.' ::.................: 6" LIME STABILIZED SUBGRADE (6R LIME BY DRY WEIG KE CHEN ...... . i� COMPACTED TO AT LEAST 95X MAX. DRY DENSITY, TO -2X TO +2X a ... " OF OPTIMUM MOISTURE CONTENT AS PER ASTM D -698. Ira '•. 79711 • „r ACP41e1 T TERN j ••' •/ 2" HOT AI ASPHALTIC MIX PER TXDOT ITEM 340,1993 STAND. SPEC. FOR lrj �l CONSTR. OF HIGHWAYS, STREETS & BRIDGES. USE TYPE D SURFACE MIX. FLF'x_IBL BAS,; F BLACK BASE SUBGRADE 6" LIME STABILIZED SUBGRADE (676 LIME BY DRY WEIGHT) COMPACTED TO AT LEAST 95X MAX. DRY DENSITY, TO -2X TO +2X OF OPTIMUM MOISTURE CONTENT AS PER ASTM D -698. CONCRETE ALTERNATE 4000 PSI, 6" THICK CONCRETE (7" DUMPSTER AREA) WITH #3 REBAR AT 18' O.C.E.W. 6" LIME STABILIZED SUBGRADE (6X LIME BY DRY WEIGHT) •- COMPACTED TO AT LEAST 95X MAX DRY DENSITY TO -2X TO -2X OF OPTIMUM MOISTURE CONTENT AS PER ASTM D -698. © i 1. MCDONALD'S ENGINEER RESERVES THE RIGHT TO REQUEST A COMPACTION O I� AND /OR A CORE SAMPLE. IF TESTS PROVE CORRECT, PER ABOVE 60 SPECIFICATION, TESTS WILL BE AT THE EXPENSE OF MCDONAL.D'S, N OTHERWISE G.C. WILL BE CHARGED. 2. GEOTECHNICAL RECOMMENDATIONS BASED ON SOILS REPORT 102100 D o BY BANDY AND ASSOCIATES, INC., DATED JUNE 14, 2002 SITE LIGHTING SECURITY _ Z TTY LIGHTING SYSTEMS MODEL � ASB1000 MH DB -MT 0 LAMP TYPE, WATTAGE: METAL HALIDE, 1000 WATT cn MOUNTING HEIGHT: 30' OZ _ NOTE: ALL FIXTURES TO BE INSTALLED TILTED AT A 30 DEGREE ANGLE. UNLESS OTHERWISE SPECIFIED. W M 11 0 FINAL ADJUSTMENTS TO AIMING ANGLE /DIRECTION OF FIXTURES MAY BE REQUIRED TO ELIMINATE LIGHT TRESPASS OR GLARE ONTO O ADJOINING PROPERTIES OR ROADWAYS. z N V) PAVI N to AND DRAINAGE P LAN ; 3 PARKING INFORMATION (EXISTING) v TOTAL 34 SPACES 18' -0" X 9' -0" ® 90 • SPACES 2 SPACES 18' -0" X 8' -0" 0 90 • n 3 SPACES 18' -0" X 9' -0" 0 60 • UTILITY INFORMATION (EXISTING) vW SIZE TYPE LOCATION o SANITARY SEWER 4" 0 °a ALONG NW PL. WATER 18" H WY. 6 STORM SEWER N/A SURFACE DRAIN o ELECTRIC OHE H WY. 6 GAS 6" H WY. 6 K. CChem. En � ltl Cll ce ll'1llC g A DMdon of KC United. Inc. � ( n T Con Civil Eng ineers °1°i Savoy. Suit. 310, Houston. To= 77030 9 9 phonx 71 •062.0808 Fcm 713.952.0004 LEGEND (PROPOSED) a v z 0_ SANI SEW GAS 4 vG��� Q z __W WATER S S LOT LIGHT °-C1 G LP: 30 I S TO RM SE WER EXISTING ELEVATION 76.5 CL p -ST ST ST ST- PROPOSED ELEVATION U -E E LECTRIC E E 77.0 T DRAINAGE ARROW T T T T PLAN SCALE: 1" = 20' STREET ADDRESS 2420 TEXAS AVENUE 0 C CITY STATE STATUS DATE BY COL STATION TEXAS( PRELIMINARY R COUNTY N NNTY PL DRAWN B RAZO S PLAN CHECXM REGIONAL DTVG. NO KCE JOB # 0278 -01 C= 42`0289 DRWG. TITLE: 0278PD.DWG Of 7 LEGEND EXISTING ® PAY PHONE - - McDONALD' S SIGN Q TRAFFIC CONTROL BOX ® TRAFFIC SIGNAL POLE N IRRIGATION VALVE O-* LIGHT STANDARD o GAURD POST WATER METER O TELEPHONE PEDESTAL POWER POLE GUY WIRE STREET SIGN �f GAS VALVE GAS METER C CLEAN OUT GREASE TRAP "'p FIRE HYDRANT I. R. IRON ROD FND. FOUND J. C. 0. P. R. R. P. JEFFERSON COUNTY OFFICIAL PUBLIC RECORDS REAL PROPERTY CONC. CONCRETE TC 285.36 J / . \ 29 x <k L� x 285. 0 TC= 286.50 G 284. 82 TC 285, 25 ��' F 284, 77 T �\ % �� b� 2 s x TP= 286.00 TC 285, 08 C =286.50 A \ 4 V QV C 283. 85 / G 284. 57 \; TC 285. °286.00 \ 97 G 283. 48 x 284, 13 \ 254. 9 TC 285, . TC 285. ' i X 2 \ QJ \� G 2842 67 x 284, 73 �. 284. 9 \ v \ CQ O Z64. 87 TO =2` A) 1 /2" I. R. TC 28. G 284, 6 28 ` 0 C 22 Q�+ 6 \ 2114_ t 1 '" ` 0 285, 10 '' � �i \ G 283.38 x 2B4, 19 T GS4. 56 G 4, 59 284. 55 / �Y 284. 69 f SAN, SWP., M. H. V)� TOP 285.37 +s \ TC 8�4, 09 L NW 4 FL 2B2.57 MATCH E (STING CURB G 283 7 �: SW 6" PIPE FL 282.17 0 AND PAVEMtNT G 2833361 x 284. 18 x 284. 36 x 284. 52 r TC= TOP OF CURB ELEVATION TP= TOP OF PAVEMENT ELEVATION FF= FINISH FLOOR ELEVATION �-- FLOW ARROW NOTE: EXISTING DRAINAGE PATTERN REMAIN UNCHANGED �x 283.86 N OTE: x X" IN C ❑ 283. 28 �® ALL DIMENSION ARE TO FACE OF SET 'X, 284' 11 CURB UNLESS OTHERWISE NOTED. x 284. 39 C 284, 46 BENCHMARK: 284, 00 EXISTING FIRE TC 284,. x TC 284, 19 HYDRANT CITY OF COLLEGE STATION BENCHMARK G 284.11 G 283. 72 x 283. 31 r. 284.03 NO. 120 TC 283.70 ELEVATION: 301.34' ELEVA 10' OATS/ � 1 x G 283. 28 p C 283.58 TEM: G 283. 22 x 284' 01 "X" ON TOP OF INLET AT THE SOUTHWEST CORNER OF PROPERTY. ELEVATION: 284.61' x 283.91 F ■I ■R ■M■ ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INSURANCE MAP NO. 480083 -0144 C, DATED JULY x 283. 81 \ 2, 1992. THE SUBJECT PROPERTY LIES WITHIN ZONE "X" (UNSHADED), AREAS DETERMINED TO BE OUTSIDE THE 500 YEAR FLOOD PLAIN. SUBMITTAL DATE: 01 -10 -2003 c LQ( ej CAUTION 1. BEFORE YOU DIG - CALL UNDERGROUND UTILITY 1- 800 - 245 -4545 COORDINATING COMMITTEE CITY OF COLLEGE STATION (ELECTRIC) (979) 764 -3438 VERIZON TELEPHONE (888) 483 -5600 ONCA (GAS) (979) 774 -2506 o, x 283. 0 21 32' � TRENCH SAFETY NOTE: IF ANY TRENCH ON THIS JOB SITE, INCLUDING OPEN EXCAVATIONS WHOSE DIMENSIONS CAUSE T TO BE CONSIDERED TRENCHES BY OSHA, REGARDLESS OF WHETHER FOR THE INSTALLATION OF UTILITIES, FOUNDATIONS OR ANY OTHER SITE ELEMENT, IS EQUAL TO OR GREATER THAN 5.00' IN DEPTH, THEN THE CONTRACTOR SHALL NOT PERFORM ANY TRENCHING ON THIS SITE UNTIL HE HAS FIRST OBTAINED DETAILED PLANS AND SPECIFICATIONS FOR TRENCH SAFETY SYSTEMS CONFORMING TO OSHA REQUIREMENTS. SUCH PLANS AND SPECIFICATIONS SHALL BE PREPARED BY A REGISTERED PROFESSIONAL ENGINEER EMPLOYED BY OR CONTRAC BY THE CONTRACTOR AND SHALL BE CONSIDERED A PART OF THE CONTRACTOR'S MEANS AND METHODS OF CONSTRUCTION. THE PROJECT ARCHITECT AND PROJECT ENGINEER ASSUME NO RESPONSIBILITY FOR THE CONTRACTOR'S MEANS AND METHODS OF CONSTRUCTION. IF THIS PROJECT IS OFFERED FOR BID, THE BIDS MUST CONTAIN A SEPARATE UNIT PRICE PAY ITEM FOR TRENCH SAFETY. �ba 91 TB 286.56 EP 286. 60 x 287. 16 �r 287 . 7 G 2 . 42 v $ \0 3. 31 x 285. 75 j 7. 65 \ x 287, FND, 1/2 , � 286. 34 E,2 7 \ TB 286. 29 S63 °57'34 "E x 286. 86 \ 7' ti 285 10' PUBLIC ESMT, TO THE . x 287. 71 G %87, 4 CITY OF COLLEGE STATION �� x 87, 42 286, 27 x• EP 286. 07 V OL, 304 PG. 70 , B. C. � 2ff- 68 FND. TXDOT IS, TB 285. x TC 28 70 i \ TXDOT DISK TC =287.00 ff G 287 x 282. 60 TP= 286 .50 5' PRIVATE T�287�40 l T ❑\ 85. 40 0 ENS&ROW Ca ��++ QQ 287. 45 % f l n VOL. 369 P - TPr - � 8}9.9,0( P., 287. 06 x 5 TB 265. 74 x 286. 42 � TC 8872 76 x \ n EP 285.83 EXISTING CONCRETE G 287. 27 \ C ., 8 \ x 282.9 �l � N DRAINAGE FLUME TO T 3 x 257, 86 x 287, 51 '28762 286. 25 x t^ 10' CEDAR REMAIN RKWAY x 286. 16 ^ A LAZA, S - �,- - TB gas, 36 0 , S E TC 2 �1Q SAVE & EXCEPT V❑ PG, 691 ❑, R, B, C, T G 287.3 C 7 G 287' 0 C \Q2 c7 CEDAR 0,036 ACRES CONVEYED TO x 282• TEXAS DEPARTMENT OF \ C - 1 \ x 87, 81' M, 6° TRANSPORTATION x 287. e5 x 287, 58 287.33 / r. 287. 06 M PT _.• 285.43 EP 85 '44 5, 34 N ❑, 0734671, B. C. ❑, P. R. R. P. r. 28 . 61 '•. � TC 287.9N��• TC =287.10 �\x s� T G 287. .06 . I TP=286.60 \ 116 x 282, s �j� 8r � x J ``" x 87. 96 284. 82 x 287. 96 x 287, 59 / 87. 45 i �J� x 287. 04 x 286. 74 \ t 6 x 285. 69 CONC. TC_287.$0 01\ �� [ Tcp=286.50 =287.00 TP =28 .15 \ 6 .R P� � x 2 TB 284.9 EP 285. 13 TP- 287.30 �`3 \� TL o TC= 286.90 J �� \i 6' tiF x TP= 286.40 2 5. 2 B 284, 86 287. 65 x T G 2 7. 38 \ -61 C \ TP= 287.50 \ h x 287. 13 x 287. 06 x 286. 78 x 288. 00 1 \ x 86. 46 2" CR EP 284.90 x 285. 44 MATCH EXISTING CURB TC= 287.70 87 53 TC_286.90 �, ��x TL R E TC 7. 95 287 73 TB 284.71 / , � AND PAVEMENT G 2 7.47 Q 36/ TP= 287.20 G C , 2 9 � 287, I 11TP 286.40 B .� • >. 2' C � x 282. 287. 23 x TC 287.57 S�YRTL 2e7,73 x TC 288, 9 G 287. 06 x 0 / DUhIPSTEP, 287, 1 286. 9 x x 287, 49 G 287. S AREA / 87 7q TCi= 287.50 , 87.00 G �' 287• ' - LOT 2Q 6 ` \ � i 10" 284• TB 5 284. 51 EP 284. 63 x 285. 19 \ 87, 34 TP- 2 287, 3 TC_287. TP -286. . 768 ACRES \ z� .. x i s " \ E G 86' 6° GAS LINE 4 G 2 47 S R. , \ MYP,TL SET 'X' IN C ❑NG O i T �6 32 SEE NOTE # 7 82. 3 fC 2117. x 8 .2 x 207 TC =287.60 \ \ c7 84, EXISTING CONCRETE x 284.91 x 287, 29 G 287, 3 �L�PGE 36" SIGN - x 287. 03 x 2 EP 284 4 DRAINAGE FLUME T x 286. 81 MATCH .E ANDD ' fAV 286. V CONC. � t TP =286.80 TP- 287.10 x 286, \ TB 284.1 x REMAIN \ \ 8 x x 2882 \/ X2887 0 \ G 2 28 35 4 TC =287.60 R=1 0 \/ C R IB° WATERLINE TP =287.10 T 286 .6 \ MYRTLE / _ SEE NOTE # 6 r, 284.71 Ak* x 286.96 \x 287. 00\ T 287. 1 C 287. 19 \ x 87, 24 v. 286.89 1 T`P=286j O C7 $4, 1f - j STING CURB '� G 286, G 286.8L1 2 x 28 : EP 283.99 \ TC 87. 0 IC 287. 83 x TP= 286.80\ e x TB 283.88 ANT G 2L 9, 6 , d87. 35 \ T . 287.8. G A � \ x 281.9 a 287.4 \ 8 C 286, C 287, 8 ` 11 6. 0 v 286,63 G \ 286, 42 287. 0 6 7 _8 4' FF = 287.7 6• O \ i""` G7 / � TP =286.80 ` 0 x 4.80 2 EP 283.73 c 6. 2 x \ K��p 1\ \ TC 283.57 6 \O \TC 6. 6 TC 287' 7.9 87, 31 TP- 287 .40 8 x� D I SI< 7 � \ FND, XDOT x 2131.. 7 2 6 24 G 2 TP =286`.30 : 1 x 286.07 �\ x TC 286. 71 ,284. 17 \ x 286, Z TC _ 7, 94 X TC =287.75 x 287. 1 I TC= 286.80 G 286.3 \. 284.8 x \ x 286.26 287. 49 _ TC 286. t f� ' O' 52 TC 287, 85 TP= 287 .65 =28'7.60 . 59 OS 283. 39 56. 0TC 286, 63 \ G 287. 38 G 2 6. 00 10 PU � �p ' BLI TIL TY ASEP4 TC 286.37 �T' G 286. 16 TC 286.5.' `' P =2L7 .1O TC =287.3 \ \ G 285.85 � \G 286. 06 _ 24" PCP On 'U10 U10' OA ., �\ �./ C 28 .26 TP =286.80' TP= 286.00 TC 286 ' \ x 285. 92 \ 286. OS Q� G. . 4 x (l /(/ \ G 28.82 x i 7.07 x U EP 283. 03 G 285,90 �y ` / G 7, 01 284.8 x >\ TC 287. 84 \ TC 287, 08 G 2 286 4 x 2 6.52 G 14371 39• G 286, 62 TC 28 T G 285. 75 s ��C 286, 3r\ 287, 94 .x• ��� � TELE. M. H. x 284. 43 G 285. 49,' G St f 285. 89 TC 286. 70 r. 285. 8�6 - TP =2$ .6 (� x G 285. 6 285, � Imo\ 28 186 2 / • 0 x 285, 92 284. 8�x \ \ 287 83 x 286. 13 TI =2 6 O 0 x �yF \TC 286.0 2 TC r. TC =287.75 86. 6 TC 284, 51 x SO TC 2�� 74 i X 285. 20 O GAT "( 51. Cy 285. 64 2 s7. Q4 TP= 287 .65 G 28.15 284.4 c G G 283. x 283. 13 / � \ 285. 5. T( TP7-7286.80 284. 8 x r. / 66C� \ TC 287.86 FT(�286.30 = 17 ' x 2i R? 100:00' / G 287. 5�7 \ - l sip TC 287. 82 ' �C 284, 06 cJ v �j \C 255. 9 G 287, 29 x TP= 286.85 1 T o / L - = 11x.58 / G 283. C x 283.43 � �• � G 285, 48 � C 7, 60 x TC 286, G �' 6. p c 71 X 285, 0 1) �R� \ x 285.4 G 28, 4 286.00 �5 - •�j ' 48'58 "W X 215.27 284.9 x 286,80 x ±� x 285. ' C / 169.25 • �Sj, \ \ T G 28 8 6 6. 36 x TC 2 , 38 / r 284.75 x TC 285. 82 i, C _6 33 G 285.92 \ G 6 . 35 C 284. 15 ``� G 285. 36 G , x 285 x x 283. 82 X 264, 75 L Q 1 S \ 285, 24 x G 28_ B��2V7.5O _'8 \ OA G 283. 72 TC 284, L 3 x 285.06 <. A \ �' TP= 287.00 'D 4.6 x \ TC= 286.90 PARKWAY P L AZ A, PHASE S E V E f`J a � � I TC ' -286.5 0 �� \� z86 p t ' \� TP =286.40 MATCH E I CURB V OL. 479, 7, P6, 691, ❑, P�, C 9 \ TC 285.69 \ 60 C` \283. 99 x 284. 08 ZONING C-1 AND PAVEMLNT c�� G 285, 14 TP= 286.00 � x G 283.61 X 004 S 2 1 GENERAL NOTES 1. McDONALD'S ROAD SIGN AND BASE ARE BY THE SIGN CONTRACTOR.T CONDUIT AND WIRING ARE BY THE GENERAL CONTRACTOR. 2. BASES, ANCHOR BOLTS, � CONDUIT, AND WIRING FOR ALL OTHER W SIGNS ARE BY THE GENERAL CONTRACTOR._ 3. LIGHTING FIXTURES, BASES, POLES, CONDUIT, AND WIRING ARE BY THE OWNER /OPERATOR. m 4. BASES FOR FLAGPOLES ARE BY THE GENERAL CONTRACTOR. ANCHOR BOLTS ARE BY THE FLAGPOLE SUPPLIER. 5. PROPOSED UTILITIES ARE SHOWN IN SCHEMATIC ONLY. EXACT 04 LOCATIONS SHALL BE DETERMINED TO ALLOW FOR THE MOST ECONOMICAL INSTALLATION. p 6. THE CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES z TO DETERMINE EXACT POINT OF SERVICE CONNECTION AT EXISTING P UTILITY. REFER TO THE BUILDING ELECTRICAL AND PLUMBING z DRAWINGS FOR UTILITY SERVICE ENTRANCE LOCATIONS, SIZES, AND z 2 CIRCUITING. z w o 7. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE BENCHMARK n 0 3 AND MUST BE VERIFIED BY THE GENERAL CONTRACTOR AT c v W GROUNDBREAK. 5 8. FINISH WALK AND CURB ELEVATIONS SHALL BE 6" ABOVE FINISH a v m PAVEMENT, UNLESS OTHERWISE NOTED ON PLANS. w B_ 9. ALL LANDSCAPE AREAS SHALL BE ROUGH GRADED TO 6" BELOW a I TOP OF ALL WALKS AND CURBS. FINISH GRADING, LANDSCAPING, cn AND SPRINKLER SYSTEMS ARE BY THE OWNER /OPERATOR. w 10. LOT UGHTING CONCRETE FOOTINGS TO CONFORM WITH THE SOILS 0- REPORT RECOMMENDATIONS FOR THIS PARTICULAR SITE. 11. TEXAS DEPARTMENT OF TRANSPORTATION TRAFFIC PAIN WPT-8F WHITE PAINT, IS THE APPROVED O o LOT STRIPING TO BE USED. Q 12. THE GENERAL CONTRACTOR SHALL RUN A ROTO - ROOTER a THROUGH ALL SEWER LINES THAT CONNECT TO A CITY MAIN PRIOR TO OPENING DAY. > w .- 04 PAVING SPECIFICATION Qf2LI 3H�OT� ASPHALTIC MIX PER TXDOT ITEM 340,1993 STAND. SPEC. FOR ,�`ttit'�1t1t CONSTR. gFH IGHWAYS. STREETS & BRIDGES. USE TYPE D SURFACE MIX. �w�E• OF TF t 8 " LIMESTONE g SUBGRADE "r,.' ::.................: 6" LIME STABILIZED SUBGRADE (6R LIME BY DRY WEIG KE CHEN ...... . i� COMPACTED TO AT LEAST 95X MAX. DRY DENSITY, TO -2X TO +2X a ... " OF OPTIMUM MOISTURE CONTENT AS PER ASTM D -698. Ira '•. 79711 • „r ACP41e1 T TERN j ••' •/ 2" HOT AI ASPHALTIC MIX PER TXDOT ITEM 340,1993 STAND. SPEC. FOR lrj �l CONSTR. OF HIGHWAYS, STREETS & BRIDGES. USE TYPE D SURFACE MIX. FLF'x_IBL BAS,; F BLACK BASE SUBGRADE 6" LIME STABILIZED SUBGRADE (676 LIME BY DRY WEIGHT) COMPACTED TO AT LEAST 95X MAX. DRY DENSITY, TO -2X TO +2X OF OPTIMUM MOISTURE CONTENT AS PER ASTM D -698. CONCRETE ALTERNATE 4000 PSI, 6" THICK CONCRETE (7" DUMPSTER AREA) WITH #3 REBAR AT 18' O.C.E.W. 6" LIME STABILIZED SUBGRADE (6X LIME BY DRY WEIGHT) •- COMPACTED TO AT LEAST 95X MAX DRY DENSITY TO -2X TO -2X OF OPTIMUM MOISTURE CONTENT AS PER ASTM D -698. © i 1. MCDONALD'S ENGINEER RESERVES THE RIGHT TO REQUEST A COMPACTION O I� AND /OR A CORE SAMPLE. IF TESTS PROVE CORRECT, PER ABOVE 60 SPECIFICATION, TESTS WILL BE AT THE EXPENSE OF MCDONAL.D'S, N OTHERWISE G.C. WILL BE CHARGED. 2. GEOTECHNICAL RECOMMENDATIONS BASED ON SOILS REPORT 102100 D o BY BANDY AND ASSOCIATES, INC., DATED JUNE 14, 2002 SITE LIGHTING SECURITY _ Z TTY LIGHTING SYSTEMS MODEL � ASB1000 MH DB -MT 0 LAMP TYPE, WATTAGE: METAL HALIDE, 1000 WATT cn MOUNTING HEIGHT: 30' OZ _ NOTE: ALL FIXTURES TO BE INSTALLED TILTED AT A 30 DEGREE ANGLE. UNLESS OTHERWISE SPECIFIED. W M 11 0 FINAL ADJUSTMENTS TO AIMING ANGLE /DIRECTION OF FIXTURES MAY BE REQUIRED TO ELIMINATE LIGHT TRESPASS OR GLARE ONTO O ADJOINING PROPERTIES OR ROADWAYS. z N V) PAVI N to AND DRAINAGE P LAN ; 3 PARKING INFORMATION (EXISTING) v TOTAL 34 SPACES 18' -0" X 9' -0" ® 90 • SPACES 2 SPACES 18' -0" X 8' -0" 0 90 • n 3 SPACES 18' -0" X 9' -0" 0 60 • UTILITY INFORMATION (EXISTING) vW SIZE TYPE LOCATION o SANITARY SEWER 4" 0 °a ALONG NW PL. WATER 18" H WY. 6 STORM SEWER N/A SURFACE DRAIN o ELECTRIC OHE H WY. 6 GAS 6" H WY. 6 K. CChem. En � ltl Cll ce ll'1llC g A DMdon of KC United. Inc. � ( n T Con Civil Eng ineers °1°i Savoy. Suit. 310, Houston. To= 77030 9 9 phonx 71 •062.0808 Fcm 713.952.0004 LEGEND (PROPOSED) a v z 0_ SANI SEW GAS 4 vG��� Q z __W WATER S S LOT LIGHT °-C1 G LP: 30 I S TO RM SE WER EXISTING ELEVATION 76.5 CL p -ST ST ST ST- PROPOSED ELEVATION U -E E LECTRIC E E 77.0 T DRAINAGE ARROW T T T T PLAN SCALE: 1" = 20' STREET ADDRESS 2420 TEXAS AVENUE 0 C CITY STATE STATUS DATE BY COL STATION TEXAS( PRELIMINARY R COUNTY N NNTY PL DRAWN B RAZO S PLAN CHECXM REGIONAL DTVG. NO KCE JOB # 0278 -01 C= 42`0289 DRWG. TITLE: 0278PD.DWG Of 7 NOTES 1. MONUMENTATION (BENCHMARK) AS SHOWN. 2. THE UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEE THAT THE UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE EXACT LOCATION OF ALL UTILITIES SHALL BE FIELD VERIFIED BY CONTRACTOR BEFORE ANY ON SITE CONSTRUCTION ACTIVITY. IF ANY CONFLICTS EXIST BETWEEN THE DRAWINGS AND FIELD CONDITIONS, THE ENGINEER AND THE OWNER SHALL BE NOTIFIED IMMEDIATELY. 3. FIELD SURVEY COMPLETED BY CIVIL CONCEPTS INC. CONSTRUCTION NOTES 1. OVERHEAD LINES MAY EXIST ON THE PROPERTY. WE HAVE NOT ATTEMPTED TO MARK THOSE LINES SINCE THEY ARE CLEARLY VISIBLE, BUT YOU SHOULD LOCATE THEM PRIOR TO BEGINNING ANY CONSTRUC- TION. TEXAS LAW, SECTION 752, HEALTH AND SAFETY CODE, FORBIDS ALL ACTIVITIES IN WHICH PERSONS OR THINGS MAY COME WITHIN SIX (6) FEET OF LIVE OVERHEAD VOLTAGE LINES. CONTRACTORS AND OWNERS ARE LEGALLY RESPONSIBLE FOR SAFETY OF CONSTRUCTION WORKERS UNDER THIS LAW. THIS LAW CARRIES BOTH CRIMINAL AND CIVIL LIABILITY. TO ARRANGE FOR LINES TO BE TURNED OFF OR MOVED, CALL CITY OF COLLEGE STATION ELECTRIC AT (979) 764 -3438 2. LOCATION OF ONCA GAS MAIN LINES ARE SHOWN APPROXIMATELY. THE CONTRACTOR SHALL CONTACT ONCA GAS AT (979) 774 -2506 AT LEAST 48 HOURS PRIOR TO CONSTRUCTION TO HAVE MAIN AND SERVICE LINES FIELD LOCATED. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION BEFORE COMMENCING WORK AND AGREE TO BE FULLY RESPONSIBLE FOR ANY DAMAGES CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE THESE UNDERGROUND FACILITIES. 3. THE LOCATIONS OF TELEPHONE UTILITIES ARE SHOWN APPROXIMATELY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION BEFORE COMMENCING WORK. CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE THESE UNDERGROUND UTILITIES. CALL VERIZON TELEPHONE AT (888) 483 -5600 4. THE LOCATION AND ELEVATIONS OF EXISTING UTILITIES AND PAVEMENT ARE SHOWN IN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES AND PAVEMENT, AND FIELD VERIFY TOPOGRAPHIC INFORMATION BEFORE COMMENCING WORK. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ANY DAMAGES CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND MAINTAIN THESE FACILITIES. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE FOUND. 5. CONTRACTOR TO NOTIFY THE "UNDERGROUND UTILITY COORDINATING COMMITTEE" AT (800) 245 -4545 AT LEAST 48 HOURS PRIOR TO STARTING WORK IN STREET RIGHTS -OF -WAY OR EASEMENTS. 6. CONTRACTOR SHALL CONFORM TO LATEST OSHA REQUIREMENTS FOR EXCAVATIONS AND TRENCHING. 7. CONTRACTOR TO OBTAIN ALL CONSTRUCTION PERMITS REQUIRED BY THE CITY OF COLLEGE STATION AND ANY OTHER APPLICABLE REGULATORY AGENCY. 8. EXISTING PAVEMENT, STRUCTURES, AND OTHER FACILITIES DAMAGED BY THE CONTRACTOR DURING CONSTRUCTION OPERATIONS SHALL BE REPLACED AT CONTRACTOR'S EXPENSE TO APPLICABLE AGENCY STANDARDS AND /OR BETTER CONDITIONS. 9. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF COLLEGE STATION SPECIFICATIONS AND CONSTRUCTION STANDARDS AS CURRENTLY AMENDED. UTILITY CONSTRUCTION NOTES 1. WATER AND SEWER TAPS SHALL BE PER REQUIREMENTS OF THE CITY OF COLLEGE STATION. WATER TAP; METER AND SERVICE LINE TO PROPERTY LINE TO BE INSTALLED BY CONTRACTOR. 2. SANITARY SEWER BACKFILL AND BEDDING PER DETAIL SHEET C -4. 3. SPECIAL BACKFILL FOR SANITARY TRENCHES UNDER PROPOSED PAVEMENT SHALL BE 2 SACK CEMENT STABILIZED SAND TO WITHIN 1 FOOT BELOW SUBGRADE. 4. GUIDELINES SET FORTH IN THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES SHALL BE OBSERVED BY THE CONTRACTOR. 5. WATER LINES AND SANITARY SEWER LINES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF COLLEGE STATION STANDARDS, AS CURRENTLY AMENDED. 6. MINIMUM HORIZONTAL (OUT TO OUT) CLEARANCE BETWEEN SANITARY SEWER AND WATER LINES IS 9 FEET, UNLESS OTHERWISE INDICATED. 7. SANITARY SEWERS WITHIN THE PROJECT SHALL BE PRIVATELY OWNED, OPERATED, AND MAINTAINED BY OWNERS. 8. ALL SPOIL MATERIAL SHALL BE REMOVED FROM SITE UNLESS OTHERWISE DIRECTED BY OWNER OR ENGINEER. 9. ALL WATER LINES TO HAVE A MINIMUM OF 4 FEET OF COVER BELOW EXISTING NATURAL GROUND AND /OR PROPOSED PAVEMENT. 10. ALL WATERLINE SERVICE PIPE SHALL BE TYPE K COPPER. 11. ALL CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH 12. (ALL CONCRETE FOR UTILITY CONSTRUCTION SHALL HAVE A 28 DAY MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. 13. SANITARY SEWER PIPE MATERIAL IS PVC (SDR 26). ASTM D -3034. 14. ALL SDR /DR PVC PIPES ARE TO HAVE RUBBER GASKETED BELL -AND- SPIGOT TYPE JOINT ENDS, ASTM F477. ALL DR PVC PIPE USED IS TO HAVE CIP SIZE ODS. 15. CONTRACTOR SHALL CONTACT THE CITY OF COLLEGE STATION AT (979) 764 -3500 AT LEAST 48 HOURS PRIOR TO COMMENCING CONSTRUCTION. 16. A DURABLE METAL WIRE SHALL BE CONCURRENTLY INSTALLED OR OTHER MEANS PROVIDED FOR DETECTION, PURPOSES ON PVC PIPE. 17. CEMENT STABILIZED SAND FOR SANITARY SEWER BEDDING SHALL PRODUCE A MINIMUM UNCONFINED COMPRESSIVE STRENGTH OF ONE HUNDRED POUNDS PER SQUARE INCH (100 PSI) IN FORTY -EIGHT (48) HOURS WHEN COMPACTED TO NINETY -FIVE PERCENT (9596) STANDARD PROCTOR DENSITY (ASTM D 698) WITHOUT ADDITIONAL MOISTURE CONTROL, 18. DEVELOPER PROVIDES 30' OF #4 RIGI C NDUIT FOR RISER POLES. DEVELOPER INSTALLS FIRST 10'. CITY INSTALLS REMAINDER 19. ALL BACKFLOW DEVISES MUST BE INSTALLED AND TESTED UPON INSTALLAI AS PER CITY ORD. 2394 0 842 SMT, CO YE TO CONDUITSPAND D BY CONTRACTOR PER CITY SPECIFICATIONS AND DESIGN. 2" CONDUIT FOR TELEPHONE SERVICE.(CONDUIT & TRENCH BY CONTRACTOR, LINE BY VERIZON) � ��h 3 4"- J � WATER UNE SANIT NOTES: 1U KITCHEN ® RESTROOMS a] o ' - R =10 .00' ® L= 1 1/6.5 ' efB= "48 ' CD= 9.25 J� 'O 2 �G Q Q JW k � ~° F // " E 0 SS SERVICE TO / ISTING SANITARY MH Q � O� SAN, SWR, M. H. ✓ `- TOP 285.37 NW 4' PIPE FL 282.57 ! ^ ��J SW 6' PIPE FL 282.17 �O \ 0 Dc E ® J NOTE: CURB I UNLESS THERw SE NOTEED. In BENCHMARK: CITY OF COLLEGE STATION BENCHMARK NO. 120 ELEVATION: 301.34' TBM: "X" ON TOP OF INLET AT THE SOUTHWEST CORNER OF PROPERTY. ELEVATION: 284.61' F.I.R.M. ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INSURANCE MAP NO. 480083 -0144 C, DATED JULY 2, 1992. THE SUBJECT PROPERTY LIES WITHIN ZONE "X" (UNSHADED), AREAS DETERMINED TO BE OUTSIDE THE 500 YEAR FLOOD PLAIN. SUBMITTAL DATE: 01 -10 -2003 MANUFACTURER'S WIRING RECOMMENDATION RECOMMENDED W PRIMARY BUILDING TO CONDUIT AMP LOAD AMP LOAD 1 901 WIRE SIZE TOP OF SIGN .;z1ZE AL24QY 6L249Y 90 -200 8 100' 1" 35.20 60 AMPS/ SIGN WITH 6 175' 1-1/4" 24OV /Dbi ?- D OU aT 4 275' 1 -1 /4" POLE m 3 350' 1 -1 /4" 2 450' _/" 1 50' 1-1/2 N to 90 -100 8 250' IN 15.00 40 AMPS / SIGN WITH 6 400' 1-1/4 24OV /Dbl Z Z D C OD ES aT 4 650' 1 -1 /4" POLE 3 825' 1-1/4 P P 2 1025' 1-1/4 [2 Z Z 1 1300' 1 -1/2" Z m m CLASSIC 8 350' in 11.00 40 AMPS/ O m O O ROAD 6 550 1-1/4 24OV /Dbl F m V U SIGN 4 875' 1-1/4- POLE IL 0 3 3 3 1125' 1 -1/4" W w 70 -200 6 300' 1" 46.45 60 AMPS/ w W w W w EXP CABINET 4 450' 1 -1/4" 24OV /Dbi cl w w WITH DT 600 POLE - 1 750' $ NOTE: A SEPARATE 0 - Q u Q COW= SWITCH I- t- SHOULD BE USED cn An MANUALL RUNNING 1HE R SION ON /OFF w CL a 70 -200 8 175' i" 24.45 40 AMPS/ WITH DT 6 300' 1" 24OV /Dbl APPENDAGE 4 450' 1 -1/4" POLE I „ 2 600' 1-1/4 o 70 -150 8 175' 1 " 15.40 40 AMPS/ p WITH DT 6 300' 1" 24OV /Dbl APPENDAGE 4 450' 1 -1/4" POLE 2 600' 1-1/4- W cV M 70 -100 W/ 8 264' in 12.20 20 AMPS/ APPENDAGES 6 300' in 240V/Dbl #4 450' 1 -1/4" POLE 70 -80 8 264' in 12.00 20 AMPS/ titt�1)i1 i ff WITH DT 6 300' APPENDAGE 4 450' 1 -1 /4" POLE - ,, OF,.. T j r 70 -50 8 295' 1" 8.65 20 AMPS/ WITH DT 6 300' 1" 24OV /Dbl E CHE » POLE .. . .... #4 450 i 1 / 4 � ': 79711 • �; 70 -40 #8 420' 1" 12.15 20 AMPS/ WITH DT POLE SINGLE r b �2 70 -25 X18 420' in 10.80 20 AMPS/ WITH DT O 120V PO E APPENDAGE NO DIRECTIONAL SIGN eett r7 * DISTANCES SHOULD BE MEASURED FROM THE BREAKER IN THE BUILDING TO TO THE TOP OF THE SIGN, DRIVE -THRU APPENDAGE, AND TWO 70 -5A DIRECTIONAL SIGNS. O � ANY ADDITIONAL EQUIPMENT ADDED TO THE ROAD SIGN CURRENT WILL ALTER 1 RECOMMENDATIONS. N ALLOWABLE VOLTAGE DROP OF 596 CALCULATED. ^ OD L� cn SITE LIGHTING O E z SECURITY LIGHTING SYSTEMS MODEL # ASB1000- MH -DB -MT 0 LAMP TYPE, WATTAGE: METAL HALIDE, 1000 WATT Z o MOUNTING HEIGHT: 30' p x NOTE: ALL FIXTURES TO BE INSTALLED TILTED AT 0 A 30 DEGREE ANGLE. UNLESS OTHERWISE SPECIFIED. w M FINAL ADJUSTMENTS TO AIMING ANGLE /DIRECTION OF FIXTURES MAY Z F) BE REQUIRED TO ELIMINATE LIGHT TRESPASS OR GLARE ONTO ADJOINING PROPERTIES OR ROADWAYS. p N UTILITY PLAN :D I = 3 Q o PARKING INFORMATION (EXISTING) TOTAL 34 SPACES 18' -0" X 9' -0" O 90 • SPACES 2 SPACES 18' -0" X 8' -0" O 90 • cc 39 M 3 SPACES 18' -0" X 9' -0" O 60 • UTILITY INFORMATION (EXISTING) w N () W SIZE TYPE LOCATION o SANITARY SEWER 4" ALONG NW PL. OR WATER 18" H WY. 6 STORM SEWER N/A SURFACE DRAIN o ELECTRIC OHE HWY. 6 GAS 6" HWY. 6 K. Che 1171. JLeng inc'e]Cing A W&t. of KC UnFad, Ina En Consulting Civil Engineers a1a1 , sut6a 310, Houston. T am 77OW ¢ 9 9 =, saes Foy 713.952AM 0 LEGEND (PROPOSED) a v 0 SANI SEW GAS Q S S S S WATER Z LOT LIGHT °'0 LP:30 N STO S EWER EXISTING ELEVATION 76.5 0 " p -ST ST ST ST- U ELECTRIC PROPOSED ELEVATION 77.0 E -E -EE TT T ELEPHON E T T DRAINAGE ARROW PLAN SCALE: 1" = 20' STREET ADDRESS Ei 2420 TEXAS AVENUE CITY STATE STATUS DATE BY COLLEGE STATION T EXAS PRELIMINARY COUNTY PLAN DRAWN B RAZO S PLAN CHEC M REGIONAL DWG. NO KCE JOB # 0278 -01 C=3 42 ° ®289 DRWG. TITLE: 02781) P. DWG of 7 CAUTION! BEFORE YOU DIG - CALL UNDERGROUND UTILITY 1- 800 - 245 -4545 COORDINATING COMMITTEE CITY OF COLLEGE STATION (ELECTRIC) (979) 764 -3438 VERIZON TELEPHONE (888) 483 -5600 ONCA (GAS) (979) 774 -2506 POINT OF CONNI FOR TELEPHONE SERVICE, TO EXI! PEDESTAL BY VE '. TRANSFORMER &" PAD ELECTRIC SERVICE. SFORMER BY CITY OLLEGE STATION, PAD ONTRACTOR PER CITY vc, Y h 15 GALL01 8 ' N- I W I F- W ti TRENCH SAFETY NOTE: IF ANY TRENCH ON THIS JOB SITE, INCLUDING OPEN EXCAVATIONS WHOSE DIMENSIONS CAUSE THEM TO BE CONSIDERED TRENCHES BY OSHA, REGARDLESS OF WHETHER FOR THE INSTALLATION OF UTILITIES, FOUNDATIONS OR ANY OTHER SITE ELEMENT, IS EQUAL TO OR GREATER THAN 5.00' IN DEPTH, THEN THE CONTRACTOR SHALL NOT PERFORM ANY TRENCHING ON THIS SITE UNTIL HE HAS FIRST OBTAINED DETAILED PLANS AND SPECIFICATIONS FOR TRENCH SAFETY SYSTEMS CONFORMING TO OSHA REQUIREMENTS. SUCH PLANS AND SPECIFICATIONS SHALL BE PREPARED BY A REGISTERED PROFESSIONAL ENGINEER EMPLOYED BY OR CONTRACTED BY THE CONTRACTOR AND SHALL BE CONSIDERED A PART OF THE CONTRACTOR'S MEANS AND METHODS OF CONSTRUCTION. THE PROJECT ARCHITECT AND PROJECT ENGINEER ASSUME NO RESPONSIBILITY FOR THE CONTRACTOR'S MEANS AND METHODS OF CONSTRUCTION. IF THIS PROJECT IS OFFERED FOR BID, THE BIDS MUST CONTAIN A SEPARATE UNIT PRICE PAY ITEM FOR TRENCH SAFETY. S63 0 57'34 "E 2 1.32' 10' PUBLIC ESMT, TO THE CITY OF COLLEGE STATION VOL, 304, PG. 70, B. C, D. P., PROP. POINT OF rz CO 3 y� CONNECTION FOR 2" OAK GAS SERVICE TO � O� EXISTING 6" GAS MAIN J �j � 11 \\ 1" 10' CEDAR �0 SAVE & EXCEPT > p CE AR 0.036 ACRES CONVEYED TO TEXAS DEPARTMENT OF \ �6o TRANSPORTATION C. F. NO. 0734671, B, C. P, PROP. 1 WATER METER FOR IRRIGATION E F W/ CHECK p \ VALVE AND BACKFLOW PREVENTOR PER CITY ORDINANCE 2394. W METER BY CITY, FEES BY CONTRACTOR. P LINE 6 tiF PROP. POINT OF / CONNECTION TO EXISTING CR \ zx TLE WATER METER FOR 2 BUILDING W /CHECK FLOW cS C PREVENTOR, FEES BY CONTRACTOR. lo^ + 2 " E 6' GAS LINE / / 2 WATER \ \ MYP,TL SEE NOTE # 7 UNE I \ CON UIT PRO SAMP F' 1 WELL DET p 4" Pvc SHE T CC = =28�. A. p a FL= 285.00 �0 =28 A 4 0• • 2" GAS METER \\ s \ e 4" PVC AI FL= 285.00 -" s �� S _ �d ae CONC. GoS \ d F AO jACF` R6'o tl, ` R =1 O. O' 18° WATER LINE MYRTLE SEE NOTE # 6 L =4I, 6' 10' PUBLIC\UTI UTILITY CONTACT CITY OF COLLEGE STATION (WATER AND SEWER) (979) 764 -3660 CITY OF COLLEGE STATION ( ELECTRIC) 979) 764 -3438 ONCA (GAS) (979) 774 -2506 VERIZON (TELEPHONE) (888) 774 -2506 24' RCP TELE, M. H. PLAY GROUND %p. - x '+ 6" PVC .G, ®� X e ors \ sr" � \ G9\ SA A�F c %p. FM ` '4 t \ -- - - - - -- NOTES: 0 DEVELOPER PROVIDES 30' OF #4 RIGID CONDUIT FOR RISER POLES. DEVELOPER INSTALLS FIRST 10'. CITY INSTALLS REMAINDER. ALL BACKFLOW DEVICES MUST BE INSTALLED AND TESTED UPON INSTALLATION AS PER CITY ORDINANCE 2394. EXISTING FIRE HYTIPANT t�i LEGEND EXISTING © PAY PHONE -MM- McDONALD' S SIGN Q TRAFFIC CONTROL BOX ® TRAFFIC SIGNAL POLE N IRRIGATION VALVE O-* LIGHT STANDARD o GAURD POST WATER METER TELEPHONE PEDESTAL POWER POLE v GUY WIRE -a- STREET SIGN GAS VALVE GAS METER C CLEAN OUT GREASE TRAP FIRE HYDRANT I. R. IRON ROD FND. FOUND J. C. 0. P. R. R. P. JEFFERSON COUNTY OFFICIAL PUBLIC RECORDS REAL PROPERTY CONC. CONCRETE 0 842 SMT, CO YE TO CONDUITSPAND D BY CONTRACTOR PER CITY SPECIFICATIONS AND DESIGN. 2" CONDUIT FOR TELEPHONE SERVICE.(CONDUIT & TRENCH BY CONTRACTOR, LINE BY VERIZON) � ��h 3 4"- J � WATER UNE SANIT NOTES: 1U KITCHEN ® RESTROOMS a] o ' - R =10 .00' ® L= 1 1/6.5 ' efB= "48 ' CD= 9.25 J� 'O 2 �G Q Q JW k � ~° F // " E 0 SS SERVICE TO / ISTING SANITARY MH Q � O� SAN, SWR, M. H. ✓ `- TOP 285.37 NW 4' PIPE FL 282.57 ! ^ ��J SW 6' PIPE FL 282.17 �O \ 0 Dc E ® J NOTE: CURB I UNLESS THERw SE NOTEED. In BENCHMARK: CITY OF COLLEGE STATION BENCHMARK NO. 120 ELEVATION: 301.34' TBM: "X" ON TOP OF INLET AT THE SOUTHWEST CORNER OF PROPERTY. ELEVATION: 284.61' F.I.R.M. ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INSURANCE MAP NO. 480083 -0144 C, DATED JULY 2, 1992. THE SUBJECT PROPERTY LIES WITHIN ZONE "X" (UNSHADED), AREAS DETERMINED TO BE OUTSIDE THE 500 YEAR FLOOD PLAIN. SUBMITTAL DATE: 01 -10 -2003 MANUFACTURER'S WIRING RECOMMENDATION RECOMMENDED W PRIMARY BUILDING TO CONDUIT AMP LOAD AMP LOAD 1 901 WIRE SIZE TOP OF SIGN .;z1ZE AL24QY 6L249Y 90 -200 8 100' 1" 35.20 60 AMPS/ SIGN WITH 6 175' 1-1/4" 24OV /Dbi ?- D OU aT 4 275' 1 -1 /4" POLE m 3 350' 1 -1 /4" 2 450' _/" 1 50' 1-1/2 N to 90 -100 8 250' IN 15.00 40 AMPS / SIGN WITH 6 400' 1-1/4 24OV /Dbl Z Z D C OD ES aT 4 650' 1 -1 /4" POLE 3 825' 1-1/4 P P 2 1025' 1-1/4 [2 Z Z 1 1300' 1 -1/2" Z m m CLASSIC 8 350' in 11.00 40 AMPS/ O m O O ROAD 6 550 1-1/4 24OV /Dbl F m V U SIGN 4 875' 1-1/4- POLE IL 0 3 3 3 1125' 1 -1/4" W w 70 -200 6 300' 1" 46.45 60 AMPS/ w W w W w EXP CABINET 4 450' 1 -1/4" 24OV /Dbi cl w w WITH DT 600 POLE - 1 750' $ NOTE: A SEPARATE 0 - Q u Q COW= SWITCH I- t- SHOULD BE USED cn An MANUALL RUNNING 1HE R SION ON /OFF w CL a 70 -200 8 175' i" 24.45 40 AMPS/ WITH DT 6 300' 1" 24OV /Dbl APPENDAGE 4 450' 1 -1/4" POLE I „ 2 600' 1-1/4 o 70 -150 8 175' 1 " 15.40 40 AMPS/ p WITH DT 6 300' 1" 24OV /Dbl APPENDAGE 4 450' 1 -1/4" POLE 2 600' 1-1/4- W cV M 70 -100 W/ 8 264' in 12.20 20 AMPS/ APPENDAGES 6 300' in 240V/Dbl #4 450' 1 -1/4" POLE 70 -80 8 264' in 12.00 20 AMPS/ titt�1)i1 i ff WITH DT 6 300' APPENDAGE 4 450' 1 -1 /4" POLE - ,, OF,.. T j r 70 -50 8 295' 1" 8.65 20 AMPS/ WITH DT 6 300' 1" 24OV /Dbl E CHE » POLE .. . .... #4 450 i 1 / 4 � ': 79711 • �; 70 -40 #8 420' 1" 12.15 20 AMPS/ WITH DT POLE SINGLE r b �2 70 -25 X18 420' in 10.80 20 AMPS/ WITH DT O 120V PO E APPENDAGE NO DIRECTIONAL SIGN eett r7 * DISTANCES SHOULD BE MEASURED FROM THE BREAKER IN THE BUILDING TO TO THE TOP OF THE SIGN, DRIVE -THRU APPENDAGE, AND TWO 70 -5A DIRECTIONAL SIGNS. O � ANY ADDITIONAL EQUIPMENT ADDED TO THE ROAD SIGN CURRENT WILL ALTER 1 RECOMMENDATIONS. N ALLOWABLE VOLTAGE DROP OF 596 CALCULATED. ^ OD L� cn SITE LIGHTING O E z SECURITY LIGHTING SYSTEMS MODEL # ASB1000- MH -DB -MT 0 LAMP TYPE, WATTAGE: METAL HALIDE, 1000 WATT Z o MOUNTING HEIGHT: 30' p x NOTE: ALL FIXTURES TO BE INSTALLED TILTED AT 0 A 30 DEGREE ANGLE. UNLESS OTHERWISE SPECIFIED. w M FINAL ADJUSTMENTS TO AIMING ANGLE /DIRECTION OF FIXTURES MAY Z F) BE REQUIRED TO ELIMINATE LIGHT TRESPASS OR GLARE ONTO ADJOINING PROPERTIES OR ROADWAYS. p N UTILITY PLAN :D I = 3 Q o PARKING INFORMATION (EXISTING) TOTAL 34 SPACES 18' -0" X 9' -0" O 90 • SPACES 2 SPACES 18' -0" X 8' -0" O 90 • cc 39 M 3 SPACES 18' -0" X 9' -0" O 60 • UTILITY INFORMATION (EXISTING) w N () W SIZE TYPE LOCATION o SANITARY SEWER 4" ALONG NW PL. OR WATER 18" H WY. 6 STORM SEWER N/A SURFACE DRAIN o ELECTRIC OHE HWY. 6 GAS 6" HWY. 6 K. Che 1171. JLeng inc'e]Cing A W&t. of KC UnFad, Ina En Consulting Civil Engineers a1a1 , sut6a 310, Houston. T am 77OW ¢ 9 9 =, saes Foy 713.952AM 0 LEGEND (PROPOSED) a v 0 SANI SEW GAS Q S S S S WATER Z LOT LIGHT °'0 LP:30 N STO S EWER EXISTING ELEVATION 76.5 0 " p -ST ST ST ST- U ELECTRIC PROPOSED ELEVATION 77.0 E -E -EE TT T ELEPHON E T T DRAINAGE ARROW PLAN SCALE: 1" = 20' STREET ADDRESS Ei 2420 TEXAS AVENUE CITY STATE STATUS DATE BY COLLEGE STATION T EXAS PRELIMINARY COUNTY PLAN DRAWN B RAZO S PLAN CHEC M REGIONAL DWG. NO KCE JOB # 0278 -01 C=3 42 ° ®289 DRWG. TITLE: 02781) P. DWG of 7 CAUTION! BEFORE YOU DIG - CALL UNDERGROUND UTILITY 1- 800 - 245 -4545 COORDINATING COMMITTEE CITY OF COLLEGE STATION (ELECTRIC) (979) 764 -3438 VERIZON TELEPHONE (888) 483 -5600 ONCA (GAS) (979) 774 -2506 POINT OF CONNI FOR TELEPHONE SERVICE, TO EXI! PEDESTAL BY VE '. TRANSFORMER &" PAD ELECTRIC SERVICE. SFORMER BY CITY OLLEGE STATION, PAD ONTRACTOR PER CITY vc, Y h 15 GALL01 8 ' N- I W I F- W ti TRENCH SAFETY NOTE: IF ANY TRENCH ON THIS JOB SITE, INCLUDING OPEN EXCAVATIONS WHOSE DIMENSIONS CAUSE THEM TO BE CONSIDERED TRENCHES BY OSHA, REGARDLESS OF WHETHER FOR THE INSTALLATION OF UTILITIES, FOUNDATIONS OR ANY OTHER SITE ELEMENT, IS EQUAL TO OR GREATER THAN 5.00' IN DEPTH, THEN THE CONTRACTOR SHALL NOT PERFORM ANY TRENCHING ON THIS SITE UNTIL HE HAS FIRST OBTAINED DETAILED PLANS AND SPECIFICATIONS FOR TRENCH SAFETY SYSTEMS CONFORMING TO OSHA REQUIREMENTS. SUCH PLANS AND SPECIFICATIONS SHALL BE PREPARED BY A REGISTERED PROFESSIONAL ENGINEER EMPLOYED BY OR CONTRACTED BY THE CONTRACTOR AND SHALL BE CONSIDERED A PART OF THE CONTRACTOR'S MEANS AND METHODS OF CONSTRUCTION. THE PROJECT ARCHITECT AND PROJECT ENGINEER ASSUME NO RESPONSIBILITY FOR THE CONTRACTOR'S MEANS AND METHODS OF CONSTRUCTION. IF THIS PROJECT IS OFFERED FOR BID, THE BIDS MUST CONTAIN A SEPARATE UNIT PRICE PAY ITEM FOR TRENCH SAFETY. S63 0 57'34 "E 2 1.32' 10' PUBLIC ESMT, TO THE CITY OF COLLEGE STATION VOL, 304, PG. 70, B. C, D. P., PROP. POINT OF rz CO 3 y� CONNECTION FOR 2" OAK GAS SERVICE TO � O� EXISTING 6" GAS MAIN J �j � 11 \\ 1" 10' CEDAR �0 SAVE & EXCEPT > p CE AR 0.036 ACRES CONVEYED TO TEXAS DEPARTMENT OF \ �6o TRANSPORTATION C. F. NO. 0734671, B, C. P, PROP. 1 WATER METER FOR IRRIGATION E F W/ CHECK p \ VALVE AND BACKFLOW PREVENTOR PER CITY ORDINANCE 2394. W METER BY CITY, FEES BY CONTRACTOR. P LINE 6 tiF PROP. POINT OF / CONNECTION TO EXISTING CR \ zx TLE WATER METER FOR 2 BUILDING W /CHECK FLOW cS C PREVENTOR, FEES BY CONTRACTOR. lo^ + 2 " E 6' GAS LINE / / 2 WATER \ \ MYP,TL SEE NOTE # 7 UNE I \ CON UIT PRO SAMP F' 1 WELL DET p 4" Pvc SHE T CC = =28�. A. p a FL= 285.00 �0 =28 A 4 0• • 2" GAS METER \\ s \ e 4" PVC AI FL= 285.00 -" s �� S _ �d ae CONC. GoS \ d F AO jACF` R6'o tl, ` R =1 O. O' 18° WATER LINE MYRTLE SEE NOTE # 6 L =4I, 6' 10' PUBLIC\UTI UTILITY CONTACT CITY OF COLLEGE STATION (WATER AND SEWER) (979) 764 -3660 CITY OF COLLEGE STATION ( ELECTRIC) 979) 764 -3438 ONCA (GAS) (979) 774 -2506 VERIZON (TELEPHONE) (888) 774 -2506 24' RCP TELE, M. H. PLAY GROUND %p. - x '+ 6" PVC .G, ®� X e ors \ sr" � \ G9\ SA A�F c %p. FM ` '4 t \ -- - - - - -- NOTES: 0 DEVELOPER PROVIDES 30' OF #4 RIGID CONDUIT FOR RISER POLES. DEVELOPER INSTALLS FIRST 10'. CITY INSTALLS REMAINDER. ALL BACKFLOW DEVICES MUST BE INSTALLED AND TESTED UPON INSTALLATION AS PER CITY ORDINANCE 2394. EXISTING FIRE HYTIPANT t�i GREASE TRAP CALCULATION TOTAL NUMBER MEAL WASTE FLOW RETENTION STORAGE = APPROX. INTERCEPTOR SIZE OF SEATS X FACTOR X RATE (GAL /MEAL) X TIME (HRS) FACTOR (LIQUID CAPACITY) 93 X 1.33 X 2 X 1.5 X 3.0 = 11 13.21 GALLONS (USE 1500) 24" HEAVY DUTY CAST - IRON FRAME & COVER WITH "GASTIGHT" GASKET - STANDARD. 6" INLET & OUTLET PIP AND FITTINGS STANDARD RISERS AS READ. Z J �m a SECTION SPECIFICATIONS: CONCRETE: CLASS 1 CONCRETE WITH DESIGN STRENGTH OF 4500 PSI AT 28 DAYS. REINFORCEMENT: GRADE 60 REINFORCED. NO 4 STEEL REBAR TO CONFORM TO ASTM A615 ON REQUIRED CENTERS OR EQUAL. MANHOLE COVERS: MANHOLE FRAMES AND COVERS SHALL BE MANUFACTURED OF GREY CAST IRON CONFORMING TO ASTM A48 -76 CLASS 35. MANHOLE SHALL HAVE 24" INSIDE DIAMETER AND BE TRAFFIC DUTY. ENGINEERING DATA: GREASE TRAP IS STRUCTURALLY AND HYDRAULICALLY ENGINEERED AND CONFORMS TO UNIFORM PLUMBING CODE. LIQUID CAPACITY IS 1,024 GALLONS AND GREASE RETENTION IS APPROXIMATELY 2,600 POUNDS. RECOMMENDED FOR FLOW RATES UP TO 28 GALLONS PER MINUTE. FIELD EXCAVATION AND PREPARATION SHALL BE COMPLETED PRIOR TO DELIVERY OF GREAS TRAP. USE DIMENSIONAL DATA AS SHOWN. err• G.T. SIZE DIM. "A" DIM. "B" 1000 GALLON 8' -4" 6' -0" 1500 GALLON 9' -6" 7' -5" GREASE TRAP DETAIL, �5 NOTE: ALL ANCHOR BOLTS SHALL BE GALVANIZED. ALL EXPOSED CONCRETE SHALL HAVE CHAMFERED EDGES. !zr NOTE: GENERAL CONTRACTOR TO CONFIRM ANCHOR BOLT PATTERN WITH EQUIPMENT SUPPLIER PRIOR TO POURING FOUNDATION. NOTE: GENERAL CONTRACTOR TO CONFIRM ANCHOR BOLT PATTERN WITH EQUIPMENT SUPPLIER PRIOR TO POURING FOUNDATION. 3/4 " STL. BASE PLATE 1 /4 " STL. LEVELING PL. NOTE: ALL ANCHOR BOLTS SHALL BE GALVANIZED. ALL EXPOSED CONCRETE SHALL HAVE CHAMFERED EDGES. 1" STL. BASE PLATE E INTERCEPTO R BOL? •33X2X1.5X3.0 =1113.21 CIRCLE W g. IMI LIGHTING POLE MONI AVE. 104,000 GALLONS 0 T 2" HAND HOLE WITH COVER m r ' (4) 3/4 „ x 36" ANCHOR BOLTS PLUS 3" v • :1 HOOK 4 MIN. BOLT PROJECTION 1' TOP OF PAVEMENT 1 =1 I I . � �• .��•. • • I -I - -II 2' -6" HIGH RIGID FIBER FORM =I (SONOTUBE) FORM FILLED WITH � I R 1 •:��' ;�: 1 1 � CONCRETE _ _ (4) #5 BARS W�3 TIES ®12" LOCATE ALTERNATE LOCATIONS FROM ANCHOR BOLTS -III :.�.:.• � .• •I� I- I- �I III 0': ; • I I III 3/4 " HEAVY WALL CONDUIT EXTEND I-' -I I ',• I �� TO BUILDING ELECT, SERVICE NOTE 1 -III :. • ' ' . I -III: 1 1 ? • III 1. LIGHT POLES, BASE PLATE AND I-I ( I ANCHOR BOLTS SUPPLIED AND _ I INSTALLED BY G.C. LIGHT STD. DETAIL 10 N.T.S. DUCTILE IRON FRAME & LID MANUFACTURED BY NEENAH FOUNDRY CO. CAT. #R6017 OR EQUAL. PLAN VIEW INLET SEWER INLET DROP GROUT 2 1/4 " 15" T &G RCP PROP SEWER 19 1 PAVING 0 < 2 <� 15" INLET SEWE 15" SEWER CUT OF PIPE TO SPRING LINE _� i MORTAR FILL s r r .:1:',•;.i Vii';•;.. 6 n CONCRETE BASE ~ 15' T &G RCP 8 , 8 L 1 1/4 MIN. 8 1/4 " EAST WAY 30 Q f1 1/4 N / ,r i FRONT SIDE VIEW WITH RESERVED SECTION VIEW RING & COVER FOR THE DISABLED SAMPLE WELL DETAIL r� VAN ACCESSIBLE N.T.S. 2x2 STEEL POST 0 FIN. GRADE 0 PARKING? in NO REBAF 2'OFLD CONCRETE CURBS P.V.C. SENSOR NO REBAR WITHIN 24" OF SENSOR) 3 18 O.L. UT 24" CLEAR OF SENSOR LOOP. P.V.C. SLEEVE THRU CONC. CURB. 3/4 " P.V.C. CONDUIT TO PROJECT 10" INTO CONC. PAD STUB UP 4" TO 2 "X 4" J -BOX BY G.C. SHIGH PIPE BOLLARD, 6" DIA. &12 OFF CURB FACE CUSTOMER ORDER DISPLAY 1" CONDUIT FOR COM- MUNICATIONS TO DRIVE THRU BOOTH COUNTER STUB UP 4" TO J -BOX BY G.C. MENU BOARD 1/2 " CONDUIT FOR PWR TO ELECT. PANEL. STUB UP TO J -BOX BY G.C. J v a n NOTE: CONTACT MANUFACTURER FOR ACTUAL BOLT PATTERN 0 MENU BD & SENSOR LOOK �9 N.T.S. POP TYPE VISUAL OPENINGS TRIM SIZE POP 1} MENU WIDTH LENGTH WIDTH I SCORED LENGTH OVERALL LENM A 37 20.0 54.728 20.625 155.39 55.89 B 14 20.0 20.288 20.625 20.89 21.39 C 5 20.0 6.728 20.625 7.39 7.89 D 10 20.0 14.228 20.625 14.89 15.39 E 28 20.0 41.228 120.625 41.89 42.39 F 31 20.0 45.728 120.625 46.39 46.89 8' -2 29/32' NOTE: GENERAL CONTRACTOR TO CONFIRM ANCHOR BOLT PATTERN WITH EQUIPMENT SUPPLIER PRIOR TO POURING FOUNDATION. " DIRECTIONAL SIGNS 8" MENU BOARD E ' x d- �l � 1 4' -6' P.O.P C/L 111 i11► �1�11 �I1i111 P.O.P SIZE 1. McDONALD'S ROAD SIGN AND BASE ARE BY THE SIGN CONTRACTOR. 0 ce TO SPEAKER PEDESTAL N SIZE ■ "E" m FOR DIRECTIONAL SIGNS 2. BASES, ANCHOR BOLTS, CONDUIT, AND WIRING FOR ALL OTHER o U NBN (LUNCH) ANCHOR BOLTS: ° (4 1/2 " DIA 0 NOTE: P.O.P DIRECTIONAL SIGNS a n¢uami osums (4) 3/4 " DIA. 0 VERIFY WITH SIGN MANUFACTURER THE P.O.P 3. LIGHTING FIXTURES, BASES, POLES, CONDUIT, AND WIRING ARE BY THE SIZE ", FULL THREAD ANCHOR BOLT SPACING SIZE "C" N F « OWNER /OPERATOR. 1 NOTE: ALL ANCHOR C I a '• , ; 1•' GRADE 0 MENU BOARD BOLTS SHALL BE (BfWATAST) _ °= GALVANIZED. } GRADE ® DIR. SIGNS P.O.P • °_• A SHALL HAVE CHAMFERED BOLTS ARE BY THE FLAGPOLE SUPPLIER. EDGES. SIZE o� NDN 4' -6' - BLUE HIGHWAY PAINT BACKGROUND - 2 COATS (TYPICAL) - INTERNATIONAL SYMBOL OF ACCESSIBILITY APPLIED TO THE CENTER OF EACH REQUIRED HANDICAP SPACE WITH BLUE PAINT BACKGROUND AND WHITE PAINT FOR SYMBOL AND PERIMETER EDGE - 3 WIDE STRIPING - 2 COATS (TYPICAL) INT. SYMBOL OF ACCESSIBILITY i4 NTS -2=2_ ZLeff P.O.P SIZE NAN N co m N off SIDE VIEW FRONT VIEW 90 -45 TRI -VIEW ORDER BOARD 4.5 AMPS 43 SQ. FT. MENU BOARD ELEVATIONS Q N.T.S. u C/L 111 i11► �1�11 �I1i111 1/2 " DIA. PWR. CONDUIT 1. McDONALD'S ROAD SIGN AND BASE ARE BY THE SIGN CONTRACTOR. 0 ce TO SPEAKER PEDESTAL N ■ m - BLUE HIGHWAY PAINT BACKGROUND - 2 COATS (TYPICAL) - INTERNATIONAL SYMBOL OF ACCESSIBILITY APPLIED TO THE CENTER OF EACH REQUIRED HANDICAP SPACE WITH BLUE PAINT BACKGROUND AND WHITE PAINT FOR SYMBOL AND PERIMETER EDGE - 3 WIDE STRIPING - 2 COATS (TYPICAL) INT. SYMBOL OF ACCESSIBILITY i4 NTS -2=2_ ZLeff P.O.P SIZE NAN N co m N off SIDE VIEW FRONT VIEW 90 -45 TRI -VIEW ORDER BOARD 4.5 AMPS 43 SQ. FT. MENU BOARD ELEVATIONS Q N.T.S. - 8"DIA.j DIRECTIONAL SIGN BARS 14" DIA. MENU BOARD BARS 12" DIA. -DIRECTIONAL SIGN FDN. 18" DIA. MENU BOARD FND. 1 6 6 .. l i iL i N.T.S. N.T.S. - � A 6" c m � TOP VIEW u C/L 111 i11► �1�11 �I1i111 1/2 " DIA. PWR. CONDUIT 1. McDONALD'S ROAD SIGN AND BASE ARE BY THE SIGN CONTRACTOR. 0 ce TO SPEAKER PEDESTAL N 1/2 " DIA. PWR. CONDUIT m FOR DIRECTIONAL SIGNS 2. BASES, ANCHOR BOLTS, CONDUIT, AND WIRING FOR ALL OTHER o U & MENU BOARD � w ANCHOR BOLTS: ° (4 1/2 " DIA 0 NOTE: DIRECTIONAL SIGNS CONTRACTOR SHALL (4) 3/4 " DIA. 0 VERIFY WITH SIGN MANUFACTURER THE 3. LIGHTING FIXTURES, BASES, POLES, CONDUIT, AND WIRING ARE BY THE MEENU BOARD FULL THREAD ANCHOR BOLT SPACING OWNER /OPERATOR. 1 NOTE: ALL ANCHOR C I a '• , ; 1•' GRADE 0 MENU BOARD BOLTS SHALL BE GALVANIZED. } GRADE ® DIR. SIGNS ALL EXPOSED CONCRETE • °_• A SHALL HAVE CHAMFERED BOLTS ARE BY THE FLAGPOLE SUPPLIER. EDGES. o� 5. PROPOSED UTILITIES ARE SHOWN IN SCHEMATIC ONLY. EXACT AL CONDUIT TO BE N i •a �• ' MIN. 12" BELOW GRADE z ' I•'' I AND PROJECT 3" ABOVE LOCATIONS SHALL BE DETERMINED TO ALLOW FOR THE MOST FOUNDATION ECONOMICAL INSTALLATION. t7 e e z ((4 5 BARS VERT. W4)3 TIES }. •• ' �' 1 1 " O.C. 6. THE CONTRACTOR SHALL. COORDINATE WITH ALL UTILITY COMPANIES - 8"DIA.j DIRECTIONAL SIGN BARS 14" DIA. MENU BOARD BARS 12" DIA. -DIRECTIONAL SIGN FDN. 18" DIA. MENU BOARD FND. 1 6 6 .. l i iL i N.T.S. N.T.S. - � A 6" c m � TOP VIEW 3/4" HOLES FOR 1/2" ANNCHOR BOLTS (5) ATTACH BASE PLATE TO SLAB BO TS W/ FULL BTRLEAD (5) FINISH GRADE (4) #5 -BARS VERT. W/� 3 TIES 0 12 O.C. NOTE: ALL CONDUITS TO BE MIN, 12" BELOW GRADE OR LOCAL FROST DEPTH I _ uiH, AND PROJECT 3" ABOVE " -" FOUNDATION. I (" COD PEDESTAL PDN. N.T.S. GALV. STEEL SLEEVE U :- W/ CAP 0 BOTTOM HANDICAP SIGN DETAIL NTS REMOVE VAN ACCESSIBILITY APPENDAGE FOR NON -VAN ACCESSIBILITY PARKS. 14.65" x 5.3" OPEN ARE FOR CONDUIT BASE PLATE 1/4 -20 SCREWS (10) (ATTACH PEDESTAL TO BASE PLATE) SIDE VIEW FRONT VIEW. 90 -10 TRI -VIEW PRE -SELL BOARD 2.9 AMPS 11.7 SQ. FT. I NOTES: "A" - CEMENT STABILIZED SAND PLACED BEFORE PIPE IS LAID UP TO FLOW LINE OF PIPE OR ABOVE - MINIMUM DEPTH 5 ". "B" - CEMENT STABILIZED SAND, THOROUGHLY RODDED, PLACED AFTER PIPE IS LAID. "C" - SELECT COMPACTED MATERIAL TO 1 FOOT BELOW PAVEMENT (SEE GEOTECHNICAL INVESTIGATION) SANITARY SEWER BEDDING DETAIL GENERAL NOTES u 111 i11► �1�11 �I1i111 3/4" HOLES FOR 1/2" ANNCHOR BOLTS (5) ATTACH BASE PLATE TO SLAB BO TS W/ FULL BTRLEAD (5) FINISH GRADE (4) #5 -BARS VERT. W/� 3 TIES 0 12 O.C. NOTE: ALL CONDUITS TO BE MIN, 12" BELOW GRADE OR LOCAL FROST DEPTH I _ uiH, AND PROJECT 3" ABOVE " -" FOUNDATION. I (" COD PEDESTAL PDN. N.T.S. GALV. STEEL SLEEVE U :- W/ CAP 0 BOTTOM HANDICAP SIGN DETAIL NTS REMOVE VAN ACCESSIBILITY APPENDAGE FOR NON -VAN ACCESSIBILITY PARKS. 14.65" x 5.3" OPEN ARE FOR CONDUIT BASE PLATE 1/4 -20 SCREWS (10) (ATTACH PEDESTAL TO BASE PLATE) SIDE VIEW FRONT VIEW. 90 -10 TRI -VIEW PRE -SELL BOARD 2.9 AMPS 11.7 SQ. FT. I NOTES: "A" - CEMENT STABILIZED SAND PLACED BEFORE PIPE IS LAID UP TO FLOW LINE OF PIPE OR ABOVE - MINIMUM DEPTH 5 ". "B" - CEMENT STABILIZED SAND, THOROUGHLY RODDED, PLACED AFTER PIPE IS LAID. "C" - SELECT COMPACTED MATERIAL TO 1 FOOT BELOW PAVEMENT (SEE GEOTECHNICAL INVESTIGATION) SANITARY SEWER BEDDING DETAIL GENERAL NOTES u 1. McDONALD'S ROAD SIGN AND BASE ARE BY THE SIGN CONTRACTOR. CONDUIT AND WIRING ARE BY THE GENERAL CONTRACTOR. ce 2. BASES, ANCHOR BOLTS, CONDUIT, AND WIRING FOR ALL OTHER W SIGNS ARE BY THE GENERAL CONTRACTOR. 3. LIGHTING FIXTURES, BASES, POLES, CONDUIT, AND WIRING ARE BY THE OWNER /OPERATOR. m 4. BASES FOR FLAGPOLES ARE BY THE GENERAL CONTRACTOR. ANCHOR BOLTS ARE BY THE FLAGPOLE SUPPLIER. 5. PROPOSED UTILITIES ARE SHOWN IN SCHEMATIC ONLY. EXACT N LOCATIONS SHALL BE DETERMINED TO ALLOW FOR THE MOST ECONOMICAL INSTALLATION. z 6. THE CONTRACTOR SHALL. COORDINATE WITH ALL UTILITY COMPANIES 1 TO DETERMINE EXACT POINT OF SERVICE CONNECTION AT EXISTING UTILITY. REFER TO THE BUILDING ELECTRICAL AND PLUMBING w DRAWINGS FOR UTILITY SERVICE 04TRANCE LOCATIONS, SIZES, AND w 2 CIRCUITING. o m o 7. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE BENCHMARK nom_ 0 AND MUST BE VERIFIED BY THE GENERAL CONTRACTOR AT f GROUNDBREAK. w �_ 8. FINISH WALK AND CURB ELEVATIONS SHALL BE 6 " ABOVE FINISH ° V PAVEMENT, UNLESS OTHERWISE NOTED ON PLANS. w w 9. ALL LANDSCAPE AREAS SHALL BE ROUGH GRADED TO 6" BELOW a TOP OF ALL WALKS AND CURBS. FINISH GRADING, LANDSCAPING, En AND SPRINKLER SYSTEMS ARE BY THE OWNER /OPERATOR. W 10. LOT LIGHTING CONCRETE FOOTINGS TO CONFORM WITH THE SOILS REPORT RECOMMENDATIONS FOR THIS PARTICULAR SITE. 11. TEXAS DEPARTMENT OF TRANSPORTATION o d- TRAFFIC PAINTJWPT -8F WHITE PAINT, IS THE APPROVED LOT STRIPING BE USED. o N 12. THE GENERAL CONTRACTOR SHALL RUN A ROTO - ROOTER THROUGH ALL SEWER LINES THAT CONNECT TO A CITY MAIN > PRIOR TO OPENING DAY. w .- N PAVING SPECIFICATION .,S►�E OF CO OF ASP GHWAYS, PER STREETS & BRIDGES. ' TYPE D S PEC. URFACE MIX. FX1141 F ReCF• 4� F�-f 8 LIMESTONE s: * :• �: �x #z "SUM MIL. 6" LIME STABILIZED SUBGRADE 6X LIME BY DRY WEIGHT) COMPACTED TO AT LEAST 95X DRY DENSITY, TO � TO 0..... •••• E CHEN .. . .. � r r...... .... P +2X OF OPTIMUM MOISTURE CONTENT AS PER ASTM D -698. ASPHALT ALTERNATE 2 HOT ASPHALTIC MIX PER TXDOT STEM 340,1993 STAND. SPEC. FOR CONSTR. OF HIGHWAYS, STREETS do BRIDGES. USE TYPE D SURFACE MIX. f * , R 79711 ,• .""+ t fj l �0`F LEXt19t.F...J� -. E eM 6" BLACK BASE fi LIME STABILIZED SUBGRADE (6X LIME BY DRY WEIG MAX -2X COMPACTED TO AT LEAST 95% DRY DENSITY, TO TO +2X OF OPTIMUM MOISTURE CONTENT AS PER ASTM D -698. CONCRETE ALTERNATE 4000 PSI, 6" THICK CONCRETE (7" DUMPSTER AREA) WITH J3 RE13AR AT 18' O.C.E.W. 6" LIME STABILIZED SUBGRADE (6X LIME BY DRY WEIGHT) �- COMPACTED TO AT LEAST 95X MAX DRY DENSITY TO -2X TO -2X OF OPTIMUM MOISTURE CONTENT AS PER ASTM D -698. Q n �: 1. McDONALD'S ENGINEER RESERVES THE RIGHT TO REQUEST A COMPACTION AND /OR A CORE SAMPLE. IF TESTS PROVE CORRECT, PER ABOVE O op 1 N SPECIFICATION, TESTS WILL BE AT THE EXPENSE OF McDONALD'S, OTHERWISE G.C. WILL BE CHARGED. 2. GEOTECHNICAL RECOMMENDATIONS BASED ON SOILS REPORT 102100 ® o BY BANDY AND ASSOCIATES, INC., DATED JUNE 14, 2002 C, SITE LIGHTING Z Z N o SECURITY LIGHTING SYSTEMS MODEL # ASB1000- MH -DB -MT LAMP TYPE, WATTAGE: METAL HALIDE, 1000 WATT MOUNTING HEIGHT: 30' p x NOTE: ALL FIXTURES TO BE INSTALLED TILTED AT C 0 A 30 DEGREE ANGLE. UNLESS OTHERWISE SPECIFIED. FINAL ADJUSTMENTS TO AIMING ANGLE /DIRECTION OF FIXTURES MAY BE REQUIRED TO ELIMINATE LIGHT TRESPASS OR GLARE ONTO O WW Z M n ADJOINING PROPERTIES OR ROADWAYS. p a SITE DETAILS X1 ® p _ 4 t PARKING INFORMATION (EXISTING) w n TOTAL SPACES 34 SPACES 18' -0" X 9' -0" O 90 • 2 SPACES 18' -0" X 8' -0" O 90 • 3 SPACES 18' -0" X 9' -0" O 80 • Li1 UTILITY INFORMATION (EXISTING) V 1E OR o SIZE TYPE LOCATION SANITARY SEWER 4" ALONG NW PL. Q WATER 18" H WY. 6 ° w STORM SEWER N/A SURFACE DRAIN ELECTRIC OHE HWY. 6 � GAS 6" H WY. 6 K. Chen Engineering A Miston of KC' United, Im 77o3e J ¢ Consulting Civil Engineers e'e>I Savoy sofa. ato, Housea,. Tom 9 9 Phonx 71SA52.GM Fax: 713.952.9904 ul O a v ¢ 0 LEGEND (PROPOSED) ¢ cc 03 SANITARY SEW GAS LOT LIGHT o-'0 LP: 30 EXISTING ELEVATION 76.5 S S S S WATER Z Q J Q " C� � 0 O STO S EWER -ST T ST- E LECTRIC PROPOSED ELEVATION 77.0 V -E E E E T ELEPH O N E T T T T DRAINAGE ARROW -- Lei PLAN SCALE: 1" = 20' STREET ADDRESS 2420 TEXAS /AVENUE 0 CITY STATE S DATE BY COLLEGE STATION TEXAS PRELIMINARY COUNTY PLAN DRAWN B RAZO S PLAN CHECKED REGIONAL DWG. NO KCE JOB # 0278 -01 C=4 DRWG. TITLE. 0278DET SITE of 7 PROP. CONC. PVMT. ®.tea.. . ®..- ®.- .- J6- ® ®� ®- ..�.s�,e.�...� # DEFORMED BARS (CONTINUOUS) 3 6„ 1/2 " 1 " R (TYP) #3 DEFORMED BAR ® 18" O.C.E.W. ft 1/4 "DIA �� �� \l M \ \-1 1/16 " DIA PLAN ELEVATION DOWEL CLIP DETAIL NTS 12" 3" 10" LIME STABILIZED SUBGHAUL: REFER TO PAVING SPECIFICATIONS FOR DETAIL) COMPACTED SUBGRADE NOTES: 1. WHEN CONCRETE CURB IS TO BE PLACED 2. FINISH TO BE ACCOMPLISHED BY ON EXISTING CONCRETE BASE, PLACE 3 FLOATING, STEEL TROWELING AND THEN DEFORMED BARS ® 18" CENTERS, 10" LONG BRUSHING. HAND FINISH NOT REQUIRED DOWELED AND SET IN SULFUR OR QUICK WHEN CURB IS POURED BY A MACHINE, SETTING CONCRETE. BUT CURB WILL HAVE THE SAME OUTSIDE DIMENSIONS, AND HAVE A BRUSHED FINISH. TYPICAL CURB ON CONCRETE PAVING SECTION NTS NOTES: 1. CONTROL JOINTS TO BE PLACED A MAXIMUM OF 20' BETWEEN EXPANSION JOINTS. JOINT SEALANT SAW CUT 1/4" WIDE x 1/4 ( SONOLASTIC SR -1) DEPTH OF PAVEMENT REINFORCEMENT : ®i° 6„ . .., CONTROL JOINT DETAIL NTS STEEL TO MEET ASTM A -615, UNITS TO BE SPACED ON 12" CENTERS. EXPANSION JOINTS TO BE PLACED AT THE END OF EACH CURB RADIUS AND SPACED A MAXIMUM OF 40' APART. 8" 1/2 " 3 DEFORMED ARS (CONTINUOUS) 3 „ R (TYP) N #3 DEFORMED BAR 3” HOT MIXED ASPHALT CONCRETE (TYPE D) ®® AS OUTLINED IN THE 1993 EDITION OF THE STANDARD o • 1 S >, OC SPECIFICATIONS FOR CONSTRUCTION OF HIGHWAYS STREETS AND BRIDGES. N 8" LIMESTONE I' DEPRESSED CURB 6" 6" P.C.C. CURB RAMP SURFACE 2" 2" 1 6 1, ELEVATION NTS HANDICAP RAMP SLOPES NOT TO EXCEED 1:12 (PER ADA REQ'MTS.) SCARIFY THE CONCRETE SURFACE AS PER ADA REQUIREMENTS 5' -0" 4' -0" —I 1 6" DRIVE 24" THAN K 24" N j- THRU 24" YOU 24" PAINTED TRAFFIC ARROWS 13 N.T.S. 6" LIME STABILIZED SUBGRADE. HYDRATED LIME SHOULD BE W3- MIXED WITH THE UPPER 8" OF SCARIFIED SUBGRADE SOILS AT A RATE OF 4% BY DRY WEIGHT. LIME PLACEMENT AND MIXING OPERATIONS SHOULD BE PERFORMED IN GENERAL ACCORDANCE WITH TXDOT ITEM 260. AFTER PROPER CURING TIME, THE LIME STABILIZED SOILS SHOULD BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D 698). CONCRETE CURB TYPICAL ON _ N JOINT SEALANT SONOLASTIC R -1) 1/4" R NAIL DOWEL CLIP TO REDWOOD EXPANSION JOINT 26 GA. STEEL TUBE (DIPPED IN ASPHALT) OR PLASTIC CAP - LOOSE FIT 3/4" DIA SMOOTH BAR 1" REDWOOD EXPANSION JOINT 'FILLER 18' 1 1/2" REFER TO CURB DETAIL THIS SHEET FINISH GRADE :': �` = err:•::.' : =. ( 4 THICK CONK. WALK GREASE INTEL _ _ _ _`"''"` ' (4000 P.S.I.) 93X1.33X2X1.5X3.0- 1113.2T— _ — — 4" SAND BASE 6 "- W1.4xW1.4 W.W.F. — WATER DEMAND MONTHLY AVE: 104,000 GALLONS SIDEWALK NTS FINISH 1/2" PRE- MMOEDEXP. JOINT PVMT. JOINT FILLER, PER ASTM D -1751, REFER TO THIS POINT 1" RADIUS TYP. "FLEXCELL" AS MANUFACTURED BY CURB & GUTTER PAVEMENT ELEVATIONS REFER CELOTEX OR APPROVED EQUAL. CONDUIT AND WIRING ARE BY THE GENERAL CONTRACTOR. W SLOPE 1/8 "PER, REFER TO CURB FT. MIN. DETAIL THIS SHEET '�' -'•' •;•;. :• FINISH GRADE ti ' : ;;:• {_• ::;. -'; - s x <:.'. ,. • :' 4" THICK CONC. WALK ,.•:�::; ,�;. (4000 P.S.I.) _ _ _ — 4" SAND BASE j((� _ 6x6 - W1.4xW1.4 W.W.F. SIDEWALK AT BUILDING NTS FINISH GRADE PVMT. DIMENSIONS REFER TO THIS POINT 1" RADIUS TYP. P.C.C. CURB & GUTTER PAVEMENT ELEVATIONS REFER TO THIS POINT ;E AS SPECIFIED IILIZED SUBGRADE SPECIFIED (1) #3 CONT., TYP. NOTE: THE EXPANSION JOINT W /FLEXCELL FILLER SHALL BE CONSTRUCTED ON CONCRETE CURB AT LOCATION MATCH CONC. PVMT. EXPANSION JOINT OR AT 40' APART MAX. CONCRETE C URB & GUTTER 3" HOT MIXED ASPHALTIC CONCRETE, TxDOT ITEM 340, TYPE D 8" LIMESTONE 6" LIME STABILIZED- SUB GRADE (6% LIMESTONE BY DRY WEIGHT) PROPOSED CURB Ll 10" 2' -0" LOIN "It L 1411 --dayj 1 i PROPERTY LINE 6' LONG PRECAST CONC. WHEELSTOP W/ (2) f4 BARS CONT. 5 -9 LONG PARKING SURFACE & BASE AS SPECIFIED CONC. WHEEL STOP 12 N,T.& 3" HOT MIXED ASPHALT CONCRETE ( TxDOT ITEM 340) 77 8" LIMESTONE "` - - 6" LIME STABILIZED SUBGRADE (6% LIME BY DRY WEIGHT) COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE STANDARD PROCTOR MAX. DRY TO -2% TO +2% OF OPTIMUM MOISTURE CONTENT PER ASTM D 698. TYPICAL ASPHALT PAVEMENT Q NTS NOTES: 1. WHEN CONCRETE CURB IS TO BE PLACED 118NIEWED FOR ON EXISTING CONCRETE BASE, PLACE #3 1 Yii rV BAS 0 1" CENTERS, 10" LO D WELED IN OR QUICK NG COMPLIANCE SETTING CONCRETE JUN 2 S 20 2. FINISH TO BE ACCOMPLISHED BY COLLEGE STATION FLOATING, STEEL TROWELING AND THEN "LOIT SEIICES BRUSHING. HAND FINISH NOT REQUIRED WHEN CURB IS POURED BY A MACHINE, BUT CURB WILL HAVE THE SAME OUTSIDE DIMENSIONS, AND HAVE A BRUSHED FINISH. TOP OF CURB #3 BAR CONTINUOUS #4 DOWEL BAR TOP OF SLAB EO REVIEWED �'O :.�: *_ 1 0 •�:;: COMPLIANC UP ilea :4 NTS PROPOSED ASPHALT PAVEMENT LIGHT REFELECTIVE STAIN ON RAMPS PER TAS 4.7.4 S/W S LOP E o PAVEMENT —� f -- 'n . I•I'I •I .I I GROOVES ON RAMP 1/4" VARIES DEEP, 3/4" WIDE, SPACED 2 INCHES APART PLAN HANDICAP ACCESS RAMP Q NTS SCARIFY THE CONCRETE HDCP RAMP SLOPES SURF AS ER TAS (PER AS X RERTS.) 2 I V 4000 P.S.I. CONC. BUILDING GROOVES 9,N RAMP 1 L4" LIGHT RELECTIVE STAIN DEEP, 3 4 WIDE , SPACED ON RAMPS PER TAS 4.7.4 2 INCHES APART. t LIGHT REFLECTIVE STAIN SLOP SLOPE' ON RAMPS PER AS 4.7.4 DEPRESSED „ CURB �� 6 -0 ' 5 -0 6_0� CURB EDGE SIDEWALK 4” WIDE STRIPE PAINTED YELLOW SPACING PER TAS JOINT SEALANT SAW CUT 1/4" WIDE x 1/4 ( SONOLASTIC SR -1) THICKNESS OF PAVEMENT REINFORCEMENT (TO BE DISCONTINUED ® JOINTS) /4 „ R " D D/2 �. METAL CONSTRUCTION JOINT 3/4" DIA. SMOOTH DOWEL BAR (18 ") LONGITUDINAL JOINT DETAIL NTS .R H w. . Q AND DETA NTS ,GENERAL NOTES 1. McDONALD'S ROAD SIGN AND BASE ARE BY THE SIGN CONTRACTOR. CONDUIT AND WIRING ARE BY THE GENERAL CONTRACTOR. W 2. BASES, ANCHOR BOLTS, CONDUIT, AND WIRING FOR ALL OTHER SIGNS ARE BY THE GENERAL CONTRACTOR. 3. LIGHTING FIXTURES, BASES, POLES, CONDUIT, AND WIRING ARE BY THE OWNER /OPERATOR. ! m 4. BASES FOR FLAGPOLES ARE BY THE GENERAL CONTRACTOR. ANCHOR BOLTS ARE BY THE FLAGPOLE SUPPLIER. 5. PROPOSED UTILITIES ARE SHOWN IN SCHEMATIC ONLY EXACT . LOCATIONS SHALL BE! DETERMINED TO ALLOW FOR THE MOST N ECONOMICAL INSTALLATION. o 6. THE CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES TO Z In DETERMINE EXACT POINT OF SERVICE CONNECTION AT EXISTING UTILITY. REFER TO TTE BUILDING ELECTRICAL AND PLUMBING w DRAWINGS FOR UTILITY SERVICE ENTRANCE LOCATIONS, SIZES, AND Z w CIRCUMNG. I o o 7. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE BENCHMARK a 3 AND MUST BE VERIFIED BY THE GENERAL CONTRACTOR AT GROUNDBREAK, j cn 8. FINISH WALK AND CU ELEVATIONS SHALL BE 6" ABOVE FINISH ° w PAVEMENT, UNLESS OTHERWISE NOTED ON PLANS. W i 9. ALL LANDSCAPE AREAS SHALL BE ROUGH GRADED TO 6" BELOW a TOP OF ALL WALKS AND CURBS. FINISH GRADING, LANDSCAPING, CIO AND SPRINKLER SYSTEMS ARE BY THE OWNER /OPERATOR. 10. LOT LIGHTING CONCRETE FOOTINGS TO CONFORM WITH THE SOILS w REPORT RECOMMENDATIONS FOR THIS PARTICULAR SITE. I 11. TEXAS DEPARTMENT OF TRANSPORTATION TRAFFIC PAINT WPT -' 8F WHITE PAINT, IS THE APPROVED Q a LOT STRIPING BE USED. 12. THE GENERAL CONTRACTOR SHALL RUN A ROTO- ROOTER THROUGH ALL SEWER, LINES THAT CONNECT TO A CITY MAIN PRIOR TO OPENING DAY. W .- N PAVING SPECIFICATION e�t�tttlt< bPgE OF TF ;t ASPHALTIC MIX PER TXDOT ITEM 340 1993 STAND. SPEC. FOR CONSTR. OF HIGHWAYS, STREETS do BRIDGES. USE TYPE D SURFACE MIX. E �ngl F BAS ,.... r� 8" LIMESTONE •.9 *: MIRADIL LIM 6 STABIUZED SUBGRADE 6% LIME BY DRY WEIG COMPACTED TO AT LEAST ::. .. .......................... KE CHEN 95X . DRY DENSITY, TO -2X TO +296 OF OPTIMUM MOISTURE CONTENT AS PER ASTM D -698. . : 79711 ' AS j ALT ALTERNATE 2 HOT ASPHALTIC MIX PER TXDOT ITEM 340,1993 STAND. SPEC. FOR =Sl 0 CONSTR. OF HIGHWAYS, STREETS de BRIDGES. USE TYPE D SURFACE MIX. [ , 'fjV Fl FXIRI F R/�CF� ! 6" BLACK BASE S� 6 LIME STABILIZED SUBGRADE &X LIME LIME BY DRY WEIG COMPA D AS V IM CONTENT AS PER D -698. TO +296 CONCRETE ALTERNATE 4000 PSI, 6" THICK CONCRETE (7" DUMPSTER AREA) WITH #3 REBAR AT 18' O.C.E.W. 6" LIME STA61UZED SUBGRADE (6X LIME BY DRY WEIGHT) �- COMPACTED TO AT LEAST 95X MAX DRY DENSITY TO -296 TO -2X OF OPTIMUM MOISTURE CONTENT AS PER ASTM D -698. ® i 0 1. McDONALD'S ENGINEER', RESERVES THE RIGHT TO REQUEST A COMPACTION O I� AND /OR A CORE SAMPLE. IF TESTS PROVE CORRECT. PER ABOVE N SPECIFICATION, TESTS WILL BE AT THE EXPENSE OF McDONALD'S, OTHERWISE G.C. WILL BE CHARGED. 2. GEOTECHNICAL RECOMMENDATIONS BASED ON SOILS REPORT 102100 ® OD o BY BANDY AND ASSOCIATES, INC., DATED JUNE 14, 2002 j SITE LIGHTING Z 0 0 SECURITY LIGHTING SYSTEMS MODEL If ASB1000- MH -DB -MT LAMP TYPE, WATTAGE: METAL HALIDE, 1000 WATT Z En O MOUNTING HEIGHT: 30' p = NOTE: ALL FIXTURES TO BE INSTALLED TILTED AT p p A 30 DEGREE ANGLE. UNLESS OTHERWISE SPECIFIED. W r o FINAL ADJUSTMENTS TO AIMING ANGLE /DIRECTION OF FIXTURES MAY BE REQUIRED TO EL LIGHT TRESPASS OR GLARE ONTO o Z ADJOINING PROPERTIES OR ROADWAYS. p N PAVING DETAILS V p_ 3 PARKING INFORMATION (EXISTING) TOTAL SPACES 341 SPACES 18' -0" X 9' -0" 0 90 • 2 1 SPACES 18' -0" X 8' -0" ® go* n M 3 SPACES 18' -0" X 9' -0" O 60 • UTILITY INFORMATION (EXISTING) w o SIZE TYPE LOCATION a SANITARY SEWER 4":, ALONG NW PL. o W WATER 18 H WY. 6 STORM SEWER N/A SURFACE DRAIN ELECTRIC OHE HWY. 6 GAS 6" H WY. 6 K. Chen Ehgineering A MO. of KC United, kw. INK w 6141 . Suite 310, Houalm, Tom 77036 Consulting Civil Engineers Phona+ 7i.i.oaz666e Fay 713.0620004 Q 0 a W LEGEND (PROPOSED) CL o: - ?n SANI SEW GAS S S S . WATER S ; _G LOT LIGHT °� LP:30 EXISTING ELEVATION 76.5 Z Q. iii z Kn STO SE WER j —ST ST ST ST— E E LECTRIC E E PROPOSED ELEVATION F7Z.O T T T T T DRAINAGE ARROW PLAN SCALE: 1" - 20' STREET ADDRESS 2420 TEXAS "ENUE O CITY STATE STAT DATE BY p COL LEGE STATI T EXAS PRELIMINARY COUNTY PLAN DRAWN c B RAZO S PLAN CHECKED REGIONAL DWG. NO KCE JOB # 0278 -01 C = 5 �, 42-0289 DRWG. TITLE: 0278DET PAV of 7 3/4" CONDUIT STUB -UP 18" A.F.F. FROM McDONAI PANEL LP -1 FOR FOR FOR FUTURE TRASH COMF (CAPPED) i # WIRE TRUSSES AT 16" O.C. N Ld 3 ® 12" O.C. EA. WAY) � E4 3" SAND I •� CUSHION N 3' #3 ® 12" O.C.—Q ELEVATION 0' -0" USE WHITE GREASE ON ALL FITTINGS FRONT AND BACK 0 i N # BARS 0 32 O.C. CONT. THRU WALL & INTO FOOTING W /3" HOOK INSTALLED PRIOR TO POURING CONCRETE. EPDXY BARS INTO CONC., AFTER SET IS NOT ACCEPTABLE. (SEE PLAN FOR LOCATION) USE WHITE GREASE ON ALL FITTINGS — FRONT AND BACK DET GATE N.T.S. 6" DIA. GATE POST L 3 "x3 "x1/4" STL' ANGLE FRAME AND DIAG. FRAME (TYP.) BRACES (GRIND WELDS AND L 2 "x2 "x3/16" CORNERS SMOOTH) PRIME AND CROSSING BAR 20 GA. METAL PANEL PAINT W/2 COATS BUILDING COLOR (PAINT TO MATCH 2" BUILDING COLOR JAMB DETAIL 93X1.33X2X1.5X3.0 -1113 21 WATER UEM MONTHLY AVE: 104,000 WUOI a 6 " PROVIDE 1" DIA., 6" LONG GALV. PIPE EMBEDDED IN CONCRETE FOR CANEBOLTS TOTAL 4) 6` 17' -0" ELEVATION N.T.S. S OF ;4 e �D a R 6" DIA. ° CONCRETE FILLED a POST. ° POURED CONCRETE 1'-6` 0 N.T.S. (T &B) i SECTION A -A N.T.S. 4` 1/2 STL. PLATE 1/2" BOLTS TO FRAME NOTE. CAIN BOLTS TO LOCATED INSIDE TRASH ENCLOSI, TOP SLAB r r r - TR 4" x 8" x 16" SOLID SPLIT FACE CAP 8" x 8" x 16" SPLIT FACE PAINT GRAY INSIDE (TYP.) PAINT EXTRIOR OF TRASH ENCLOSURE SAME COLOR AS BUILDING. N.T.S. �T ¢I I � 00 z METAL COLLAR TO FIT OVER 6" DIA. POST. GREASE AREA BETWEEN POST AND —6" PVC HINGES. CAP 1" NIPPLE WELDED TO PLATE COLLARS 3/4" GALV BOLT W/ 4 'AP 6" DIA. STEEL POST FILLED W /CONCRETE STEEL POST PAINTED YELLOW FINISH SURFACE 18" DIA. CONCRETE FOOTING GUARD POST N.T.S. RE1fIEWED FOR COMPLIANCE JUN 2 S 200 COLLEGE S DEVELOPWN C SLOPE TOP TO DRAIN 1 /—WELD FRAME w METAL COLLAR TYP. WELD BOTTOM COLLAR TO POST, BOLT TOP COLLAR JAMS DETAIL CAP GENERAL NOTES 1. McDONALD'S ROAD SIGN AND BASE ARE BY THE SIGN CONTRACTOR. U3 CONDUIT AND WIRING ARE BY THE GENERAL CONTRACTOR. Ix 2. BASES, ANCHOR BOLTS, CONDUIT, AND WIRING FOR ALL OTHER w SIGNS ARE BY THE GENERAL CONTRACTOR._ 3. LIGHTING FIXTURES, BASES, POLES, CONDUIT, AND WIRING ARE BY THE OWNER /OPERATOR. 4. BASES FOR FLAGPOLES ARE BY THE GENERAL CONTRACTOR. ANCHOR BOLTS ARE BY THE FLAGPOLE SUPPLIER. 5. PROPOSED UTILITIES ARE SHOWN IN SCHEMATIC ONLY. EXACT Ky LOCATIONS SHALL BE DETERMINED TO ALLOW FOR THE MOST ECONOMICAL INSTALLATION. p 6. THE CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES Z TO DETERMINE EXACT POINT OF SERVICE CONNECTION AT EXISTING P UTILITY. REFER TO THE BUILDING ELECTRICAL AND PLUMBING w DRAWINGS FOR UTILITY SERVICE ENTRANCE LOCATIONS, SIZES, AND z CIRCUITING. o w o 7. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE BENCHMARK a o 3 AND MUST BE VERIFIED BY THE GENERAL CONTRACTOR AT a o W GROUNDBREAK. Q S 8. FINISH WALK AND CURB ELEVATIONS SHALL BE 6" ABOVE FINISH ° V m PAVEMENT, UNLESS OTHERWISE NOTED ON PLANS. w 9. ALL LANDSCAPE AREAS SHALL BE ROUGH GRADED TO 6" BELOW N TOP OF ALL WALKS AND CURBS. FINISH GRADING, LANDSCAPING, AND SPRINKLER SYSTEMS ARE BY THE OWNER /OPERATOR. w 10. LOT LIGHTING CONCRETE FOOTINGS TO CONFORM WITH THE SOILS CL REPORT RECOMMENDATIONS FOR THIS PARTICULAR SITE 11. TEXAS DEPARTMENT OF TRANSPORTATION TRAFFIC PAINTJWPT -8F WHITE PAINT, IS THE APPROVED o B LOT STRIPING BE USED. Q 12. THE GENERAL CONTRACTOR SHALL RUN A ROTO - ROOTER ° THROUGH ALL SEWER LINES THAT CONNECT TO A CITY MAIN PRIOR TO OPENING DAY. > w .— N PAVING SPECIFICATION 3 HO i ASPHALTIC MIX PER TXDOT ITEM 340,1993 STAND. SPEC. FOR ��1►'�'�' CONSTR. O�F� HIGHWAYS, STREETS & BRIDGES. USE TYPE D SURFACE MIX. ��,,� .. OF 8" LIMESTONE T�,119tt1 , 6" LIME STABILIZED SUBGRADE (6X LIME BY DRY WEIGH i E CE COMPACTED TO AT LEAST 95X MAX DRY DENSITY, TO TO +2X . ..... . ................ ........ OF OPTIMUM MOISTURE CONTENT AS PER ASTM D -698. J 79711 ASPH T ALTERNATE lrt 'f 2" HOT ASPHALTIC MIX PER TXDOT ITEM 340,1993 STAND. SPEC. FOR j , CONSTR. OF HIGHWAYS, STREETS do BRIDGES. USE TYPE D SURFACE MIX. FI EXIRI F H&M 2 b� 6" BLACK BASE t� A 6" LIME STABILIZED SUBGRADE (6X LIME BY DRY WEIG COMPACTED TO AT LEAST 95X MAX DRY DENSITY, TO -2X TO +2X OF OPTIMUM MOISTURE CONTENT AS PER ASTM D -698. CONCRETE ALTERr1 4000 PSI, 6" THICK CONCRETE (7" DUMPSTER AREA) WITH #3 REBAR AT 18' O.C.E.W. 6" LIME STABILIZED SUBGRADE (6X LIME BY DRY WEIGHT) t COMPACTED TO AT LEAST 95X MAX DRY DENSITY TO -2X TO -2X r� OF OPTIMUM MOISTURE CONTENT AS PER ASTM D -698. bLor. 1. McDONALD'S ENGINEER RESERVES THE RIGHT TO REQUEST A COMPACTION ® i� AND /OR A CORE SAMPLE. IF TESTS PROVE CORRECT, PER ABOVE 60 SPECIFICATION, TESTS WILL BE AT THE EXPENSE OF McDONALD'S, a OTHERWISE G.C. WILL BE CHARGED. 2. GEOTECHNICAL RECOMMENDATIONS BASED ON SOILS REPORT 102100 D w BY BANDY AND ASSOCIATES, INC., DATED JUNE 14, 2002 C) SITE LIGHTING O SECURITY LIGHTING SYSTEMS MODEL # ASB1000- MH -DB -MT � cn LAMP TYPE, WATTAGE: METAL HALIDE, 1000 WATT O o MOUNTING HEIGHT: 30' NOTE: ALL FIXTURES TO BE INSTALLED TILTED AT A 30 DEGREE ANGLE. UNLESS OTHERWISE SPECIFIED. W o FINAL ADJUSTMENTS TO AIMING ANGLE /DIRECTION OF FIXTURES MAY w r7 BE REQUIRED TO ELIMINATE LIGHT TRESPASS OR GLARE ONTO O ADJOINING PROPERTIES OR ROADWAYS. D cn as TRASH ENCLOSURE DETAILS � 0 3 PARKING INFORMATION (EXISTING) rn TOTAL 34 SPACES 18' - O" X 9' - 0" O 90 • n o SPACES 2 SPACES 18' -0" X 8' -0" O 90 • O M 3 SPACES 18' -O" X 9' -0" O 60 • UTILITY INFORMATION (EXISTING) w �, V SIZE TYPE LOCATION o SANITARY SEWER 4" ALONG NW PL. WATER 18" HWY. 6 IL STORM SEWER N/A SURFACE DRAIN o ELECTRIC OHE HWY. 6 GAS 6" HWY. 6 K. Che Engineeri n.g A DiM. of KC UrAW. Ina. N � w ei61 %% 310, Houston. Texas 77036 Q Consulting Civil Engineers Pnone 7is.95� eI18e Fax: 713.957.9994 0 Q LEGEND (PROPOSED) a Ix z S ANI TARY SEW CL U5 S S S S G- v^ GAS % —G Z z WATER LOT LIGHT 0-0 LP:30 STO SEWER EXISTING ELEVATION 76.5 O " p —ST ST ST ST— PROPOSED ELEVATION V E EL ECTRIC E E 77.0 T DRAINAGE ARROW T T T T PLAN SCALE: 1" = 20' STREET ADDRESS 2420 TEXAS AVENUE I 1 § CITY STATE STATUS DATE BY COLLEGE STATION TEXAS PRELIMINARY COUNTY PLAN DRAWN B RAZO S PLAN CHECKED REGIONAL DWG. NO KCE JOB # 0278 -01 C= 42 -0289 DRWG. TITLE: 0278 ®ET TE of 7 NOTES 1. MONUMENTATION (BENCHMARK) AS SHOWN. 2. THE UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEE THAT THE UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE EXACT LOCATION OF ALL UTILITIES SHALL BE FIELD VERIFIED BY CONTRACTOR BEFORE ANY ON SITE CONSTRUCTION ACTIVITY. IF ANY CONFLICTS EXIST BETWEEN THE DRAWINGS AND FIELD CONDITIONS, THE ENGINEER AND THE OWNER SHALL BE NOTIFIED IMMEDIATELY. 3. FIELD SURVEY COMPLETED BY CIVIL CONCEPTS INC. DEMOLITION NOTES 1. CONTRACTOR IS RESPONSIBLE FOR PROPERLY REMOVING AND DISPOSING OFF ALL ITEMS TO BE DEMOLISHED. 2. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED FOR DEMOLITION BY LOCAL GOVERNING AUTHORITY. 3. CONTRACTOR TO CONTACT LOCAL ELECTRIC COMPANY BEFORE BEGINNING DEMOLITION OF ALL OVERHEAD AND UNDERGROUND POWER. 4. CONTRACTOR TO CONTACT LOCAL GAS COMPANY BEFORE BEGINNING DEMOLITION OF ALL EXISTING GAS LINES. 5. PRIOR TO STARTING CONSTRUCTION- CONTRACTOR TO VERIFY WITH MaDONALD'S WHICH, IF ANY, EXISTING TREES ARE TO REMAIN. 6. EXISTING LIGHTS TO REMAIN WILL BE DETERMINED BY OPERATOR. 7. CONTRACTOR TO COORDINATE WITH OPERATOR CONCERNING EXISTING TREES IN ROW. Am, 5' PRIVATE ESMT, CONVEYED TO ENSEP.CH CO. VOL. 369, PG. 137, B. C. D. R. T 3 AZA, kSE SEVEN PG. 691, O, P. B. C. I-Ul G C -1 SAVE & EXCEPT 0.036 ACRES CONVEYED TO TEXAS DEPARTMENT OF TRANSPORTATION C. F. NO. 0734671, B. C. 0. P. R. R. P. EXISTING LOT LIGHT BASES TO BE REMOVED EXISTING SIGN TO REMAIN •18" WATER, LINE SEE NOTE H 6 EXISTING FLUME TO REMAIN 1 0 4 0 0 48'58 "W 69.25 TO REMAIN ED DURING GREASE INTERCEPTOR 93X 1.33X2 X 1.5X3.0 =1113.21 WATER DEMAND MONTHLY AVE: 104,000 GALLONS C PFFORE YOU DIG - CALL UNDERGROUND UTILITY 1 -800- 245 -4545 COORDINATING COMMITTEE CITY OF COLLEGE STATION (ELECTRIC) (979) 764 -3438 VERIZON TELEPHONE (888) 483 -5600 ONCA (GAS) (979) 774 -2506 S63 0 57'34 "E 21 _22' 1 , t IF ANY TRENCH ON THIS JOB SITE, INCLUDING OPEN EXCAVATIONS WHOSE DIMENSIONS CAUSE THEM TO BE CONSIDERED TRENCHES BY OSHA, REGARDLESS OF WHETHER FOR THE INSTALLATION OF UTILITIES, FOUNDATIONS OR ANY OTHER SITE ELEMENT, IS EQUAL TO OR GREATER THAN 5.00' IN DEPTH, THEN THE CONTRACTOR SHALL NOT PERFORM ANY TRENCHING ON THIS SITE UNTIL HE HAS FIRST OBTAINED DETAILED PLANS AND SPECIFICATIONS FOR TRENCH SAFETY SYSTEMS CONFORMING TO OSHA REQUIREMENTS. SUCH PLANS AND SPECIFICATIONS SHALL BE PREPARED BY A REGISTERED PROFESSIONAL ENGINEER EMPLOYED BY OR CONTRACTED BY THE CONTRACTOR AND SHALL BE CONSIDERED A PART OF THE CONTRACTOR'S MEANS AND METHODS OF CONSTRUCTION. THE PROJECT ARCHITECT AND PROJECT ENGINEER ASSUME NO RESPONSIBILITY FOR THE CONTRACTOR'S MEANS AND METHODS OF CONSTRUCTION. IF THIS PROJECT IS OFFERED FOR BID, THE BIDS MUST CONTAIN A SEPARATE UNIT PRICE PAY ITEM FOR TRENCH SAFETY. 10' PUBLIC ESMT, TO THE ' CITY OF COLLEGE STATION VOL. 304, PG. 70, B, C. D. P., EXISTING LOT LIGHT BASE TO BE REMOVED 411- \./ TO FIND. 112' I. R. SAN. SWR. M. H. TOP 285, 37 NW 4' PIPE FL 282.57 SW 6' PIPE FL 282.17 SET 'X' IN CONIC, .mv■ "a ALL ]DIMENSION ARE TO FACE OF CUR UNLESS OTHERWISE NOTED. BENCHMARK: CITY OF COLLEGE STATION BENCHMARK NO. 120 ELEVAT 301.34' TSM: "X" ON TOP OF INLET AT THE SOUTHWEST CORNER OF PROPERTY. ELEVATION: 284.81' F . I■ R ■Ms ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INSURANCE MAP NO. 480083 -0144 C, DATED JULY 2, 1992. THE SUBJECT PROPERTY LIES WITHIN ZONE "X" (UNSHADED), AREAS DETERMINED TO BE OUTSIDE THE 500 YEAR FLOOD PLAIN. SUBMITTAL DATE: 01 -10 -2003 LOT 3 PARKWAY PLAZA, PHASE SEVEN VOL. 479, PG, 691, ❑, R - '- -C- ZONING C -1 GENERAL NOTES 1. McDONALD'S ROAD SIGN AND BASE ARE BY THE SIGN CONTRACTOR.I CONDUIT AND WIRING ARE BY THE GENERAL CONTRACTOR. W CK 2. BASES, ANCHOR BOLTS, CONDUIT, AND WIRING FOR ALL OTHER SIGNS ARE BY THE GENERAL CONTRACTOR. 3. UGHTING FIXTURES, BASES, POLES, CONDUIT, AND WIRING ARE BY THE OWNER /OPERATOR. m 4. BASES FOR FLAGPOLES ARE BY THE GENERAL CONTRACTOR. ANCHOR BOLTS ARE BY THE FLAGPOLE SUPPLIER. 5. PROPOSED UTILITIES ARE SHOWN IN SCHEMATIC ONLY. EXACT N LOCATIONS SHALL BE DETERMINED TO ALLOW FOR THE MOST ECONOMICAL INSTALLATION. o Z 6. THE CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES TO DETERMINE EXACT POINT OF SERVICE CONNECTION AT EXISTING UTILITY. REFER TO THE BUILDING ELECTRICAL AND PLUMBING w DRAWINGS FOR UTILITY SERVICE ENTRANCE LOCATIONS, SIZES, AND I ? 2 CIRCUITING. © w o 7. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE BENCHMARK a 0 3 AND MUST BE VERIFIED BY THE GENERAL CONTRACTOR AT w GROUNDBREAK. 8. FINISH WALK AND CURB ELEVATIONS SHALL BE 6" ABOVE FINISH ° m PAVEMENT, UNLESS OTHERWISE NOTED ON PLANS. w 9. ALL LANDSCAPE AREAS SHALL BE ROUGH GRADED TO 6" BELOW a TOP OF ALL WALKS AND CURBS. FINISH GRADING, LANDSCAPING, AND SPRINKLER SYSTEMS ARE BY THE OWNER /OPERATOR. W 10. LOT LIGHTING CONCRETE FOOTINGS TO CONFORM WITH THE SOILS °" REPORT RECOMMENDATIONS FOR THIS PARTICULAR SITE. 11. TEXAS DEPARTMENT OF TRANSPORTATION r� TRAFFIC PAINTjWPT -8F WHITE PAINT, IS THE APPROVED LOT STRIPING BE USED. , t` 12. THE GENERAL CONTRACTOR SHALL RUN A ROTO- ROOTER ° THROUGH ALL SEWER LINES THAT CONNECT TO A CITY MAIN to PRIOR TO OPENING DAY. > ,- 04 PAVING SPECIFICATION HO ASPHALTIC MIX PER TXDOT ITEM 340,1993 STAND. SPEC. FOR •s'ti� CONSTR. OF HIGHWAYS, STREETS & BRIDGES. USE TYPE D SURFACE MIX. A y P ,'( .. • • •... TF �� - -= 8" LIMESTONE * • * r .......................... 6 LIME STABILIZED SUBGRADE 6X LIME BY DRY WEIGHT v •, KE_ COMPACTED TO AT LEAST 95X DRY DENSITY, TO -2X TO +2X .o OF OPTIMUM MOISTURE CONTENT AS PER ASTM D -698. j • 79711 2 ASPHALTIC MIX PER TXDOT ITEM 340,1993 STAND. SPEC. FOR 111 0 • L • ` CONSTR. OF HIGHWAYS, STREETS do BRIDGES. USE TYPE D SURFACE MIX. El EXIOUL-11AM 6" BLACK BASE 6 LIME STABILIZED SUBGRADE (6X LIME BY DRY WEIGHT) COMPACTED TO AT LEAST 95% MAX DRY DENSITY, TO -1X TO +2X OF OPTIMUM MOISTURE CONTENT AS PER AS1M D -698. CONCRETE ALTERNATE 4000 PSI, 6" THICK CONCRETE (7" DUMPSTER AREA) WITH J3 REBAR AT 18' O.C.E.W. 6" LIME STABILIZED SUBGRADE (6X LIME BY DRY WEIGHT) COMPACTED TO AT LEAST 95% MAX DRY DENSITY TO -2X TO -2X ,, O ,� F �� OPTIMUM MOISTURE CONTENT AS PER ASTM D -698. NOM to 1. McDONALD'S ENGINEER RESERVES THE RIGHT TO REQUEST A COMPACTION I AND /OR A CORE SAMPLE. IF TESTS PROVE CORRECT, PER ABOVE N co SPECIFICATION, TESTS WILL BE AT THE EXPENSE OF McDONALD'S, U OTHERWISE G.C. WILL BE CHARGED. 2. GEOTECHNICAL RECOMMENDATIONS BASED ON SOILS REPORT 102100 ® o BY BANDY AND ASSOCIATES, INC., DATED JUNE 14, 2002 C, SITE LIGHTING w Z SECURITY LIGHTING SYSTEMS MODEL # ASB1O00- MH -DB -MT cn LAMP TYPE, WATTAGE: METAL HALIDE, 1000 WATT Z o MOUNTING HEIGHT: 30' O s NOTE: ALL FIXTURES TO BE INSTALLED TILTED AT CD p" A 30 DEGREE ANGLE. UNLESS OTHERWISE SPECIFIED. w M FINAL ADJUSTMENTS TO AIMING ANGLE /DIRECTION OF FIXTURES MAY Z BE REQUIRED TO ELIMINATE LIGHT TRESPASS OR GLARE ONTO ADJOINING PROPERTIES OR ROADWAYS. p N DEMOLITION PLAN Z U o PARKING INFORMATION (EXISTING) ' 34 SPACES 18-0" X 9' -0" 0 90 • TOTAL n SPACES 2 SPACES 18' -0" X 8' -0" ® 90 • $ M 3 SPACES 18' -0" X 9' -0" ® 60 • UTILITY INFORMATION (EXISTING) w v v � SIZE TYPE LOCATION o a SANITARY SEWER 4" ALONG NW PL. WATER 18 H WY. 6 STORM SEWER N/A SURFACE DRAIN o ELECTRIC OH E H WY. 6 GAS 6" HWY. 6 K. Chen E Tllg111L7Lee1Fll.lL g A o W,. of KC Unftd, Irm Kn 8 W J d Consulting ivil Engineers Key " - s�. ago. Ho Fam Tom. nose Q W R 7 9 9 Pfiona 71�.Ob2.e888 Fay 713.962,0004 O rr LEGEND (PROPOSED) a W v 0 SANI SEW GAS Q N S S S S - G Z z WATER LOT LIGHT o-0 LP:30 n in STO SE WER EXISTING ELEVATION 76.5 O ' O -ST E LECTRIC T ST- PROPOSED ELEVATION 77.0 U E E E -E T DRAINAGE ARROW T T T T PLAN SCALE: 1" = 20' STREET ADDRESS Lri 2420 TEXAS AVENUE o CITY STATE STATUS DATE BY COLLEGE STATION TEXAS PRELIMINARY COUNTY PLAN DRAWN B RAZO S PLAN CHECKED REGIONAL DWG. NO KCE JOB 0 278 -01 C=7 42-0289 DRWG. TITLE: 0278®EMO.DWG of 7 LEGEND EXISTING Ic PAY PHONE •-ae I McDONALD'S SIGN TR TRAFFIC CONTROL BOX �► TRAFFIC SIGNAL POLE N IRRIGATION VALVE O- LIGHT STANDARD GAURD POST WATER METER TELEPHONE PEDESTAL �illV POWER POLE v GUY WIRE F STREET SIGN GAS VALVE GAS METER C CLEAN BUT GREASE TRAP FIRE HYDRANT I. R. IRON ROD FND. FOUND J. C. O. P. R. R. P. JEFFERSON COUNTY OFFICIAL PUBLIC RECORDS REAL PROPERTY CONC. CONCRETE SET 'X' IN CONIC, .mv■ "a ALL ]DIMENSION ARE TO FACE OF CUR UNLESS OTHERWISE NOTED. BENCHMARK: CITY OF COLLEGE STATION BENCHMARK NO. 120 ELEVAT 301.34' TSM: "X" ON TOP OF INLET AT THE SOUTHWEST CORNER OF PROPERTY. ELEVATION: 284.81' F . I■ R ■Ms ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INSURANCE MAP NO. 480083 -0144 C, DATED JULY 2, 1992. THE SUBJECT PROPERTY LIES WITHIN ZONE "X" (UNSHADED), AREAS DETERMINED TO BE OUTSIDE THE 500 YEAR FLOOD PLAIN. SUBMITTAL DATE: 01 -10 -2003 LOT 3 PARKWAY PLAZA, PHASE SEVEN VOL. 479, PG, 691, ❑, R - '- -C- ZONING C -1 GENERAL NOTES 1. McDONALD'S ROAD SIGN AND BASE ARE BY THE SIGN CONTRACTOR.I CONDUIT AND WIRING ARE BY THE GENERAL CONTRACTOR. W CK 2. BASES, ANCHOR BOLTS, CONDUIT, AND WIRING FOR ALL OTHER SIGNS ARE BY THE GENERAL CONTRACTOR. 3. UGHTING FIXTURES, BASES, POLES, CONDUIT, AND WIRING ARE BY THE OWNER /OPERATOR. m 4. BASES FOR FLAGPOLES ARE BY THE GENERAL CONTRACTOR. ANCHOR BOLTS ARE BY THE FLAGPOLE SUPPLIER. 5. PROPOSED UTILITIES ARE SHOWN IN SCHEMATIC ONLY. EXACT N LOCATIONS SHALL BE DETERMINED TO ALLOW FOR THE MOST ECONOMICAL INSTALLATION. o Z 6. THE CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES TO DETERMINE EXACT POINT OF SERVICE CONNECTION AT EXISTING UTILITY. REFER TO THE BUILDING ELECTRICAL AND PLUMBING w DRAWINGS FOR UTILITY SERVICE ENTRANCE LOCATIONS, SIZES, AND I ? 2 CIRCUITING. © w o 7. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE BENCHMARK a 0 3 AND MUST BE VERIFIED BY THE GENERAL CONTRACTOR AT w GROUNDBREAK. 8. FINISH WALK AND CURB ELEVATIONS SHALL BE 6" ABOVE FINISH ° m PAVEMENT, UNLESS OTHERWISE NOTED ON PLANS. w 9. ALL LANDSCAPE AREAS SHALL BE ROUGH GRADED TO 6" BELOW a TOP OF ALL WALKS AND CURBS. FINISH GRADING, LANDSCAPING, AND SPRINKLER SYSTEMS ARE BY THE OWNER /OPERATOR. W 10. LOT LIGHTING CONCRETE FOOTINGS TO CONFORM WITH THE SOILS °" REPORT RECOMMENDATIONS FOR THIS PARTICULAR SITE. 11. TEXAS DEPARTMENT OF TRANSPORTATION r� TRAFFIC PAINTjWPT -8F WHITE PAINT, IS THE APPROVED LOT STRIPING BE USED. , t` 12. THE GENERAL CONTRACTOR SHALL RUN A ROTO- ROOTER ° THROUGH ALL SEWER LINES THAT CONNECT TO A CITY MAIN to PRIOR TO OPENING DAY. > ,- 04 PAVING SPECIFICATION HO ASPHALTIC MIX PER TXDOT ITEM 340,1993 STAND. SPEC. FOR •s'ti� CONSTR. OF HIGHWAYS, STREETS & BRIDGES. USE TYPE D SURFACE MIX. A y P ,'( .. • • •... TF �� - -= 8" LIMESTONE * • * r .......................... 6 LIME STABILIZED SUBGRADE 6X LIME BY DRY WEIGHT v •, KE_ COMPACTED TO AT LEAST 95X DRY DENSITY, TO -2X TO +2X .o OF OPTIMUM MOISTURE CONTENT AS PER ASTM D -698. j • 79711 2 ASPHALTIC MIX PER TXDOT ITEM 340,1993 STAND. SPEC. FOR 111 0 • L • ` CONSTR. OF HIGHWAYS, STREETS do BRIDGES. USE TYPE D SURFACE MIX. El EXIOUL-11AM 6" BLACK BASE 6 LIME STABILIZED SUBGRADE (6X LIME BY DRY WEIGHT) COMPACTED TO AT LEAST 95% MAX DRY DENSITY, TO -1X TO +2X OF OPTIMUM MOISTURE CONTENT AS PER AS1M D -698. CONCRETE ALTERNATE 4000 PSI, 6" THICK CONCRETE (7" DUMPSTER AREA) WITH J3 REBAR AT 18' O.C.E.W. 6" LIME STABILIZED SUBGRADE (6X LIME BY DRY WEIGHT) COMPACTED TO AT LEAST 95% MAX DRY DENSITY TO -2X TO -2X ,, O ,� F �� OPTIMUM MOISTURE CONTENT AS PER ASTM D -698. NOM to 1. McDONALD'S ENGINEER RESERVES THE RIGHT TO REQUEST A COMPACTION I AND /OR A CORE SAMPLE. IF TESTS PROVE CORRECT, PER ABOVE N co SPECIFICATION, TESTS WILL BE AT THE EXPENSE OF McDONALD'S, U OTHERWISE G.C. WILL BE CHARGED. 2. GEOTECHNICAL RECOMMENDATIONS BASED ON SOILS REPORT 102100 ® o BY BANDY AND ASSOCIATES, INC., DATED JUNE 14, 2002 C, SITE LIGHTING w Z SECURITY LIGHTING SYSTEMS MODEL # ASB1O00- MH -DB -MT cn LAMP TYPE, WATTAGE: METAL HALIDE, 1000 WATT Z o MOUNTING HEIGHT: 30' O s NOTE: ALL FIXTURES TO BE INSTALLED TILTED AT CD p" A 30 DEGREE ANGLE. UNLESS OTHERWISE SPECIFIED. w M FINAL ADJUSTMENTS TO AIMING ANGLE /DIRECTION OF FIXTURES MAY Z BE REQUIRED TO ELIMINATE LIGHT TRESPASS OR GLARE ONTO ADJOINING PROPERTIES OR ROADWAYS. p N DEMOLITION PLAN Z U o PARKING INFORMATION (EXISTING) ' 34 SPACES 18-0" X 9' -0" 0 90 • TOTAL n SPACES 2 SPACES 18' -0" X 8' -0" ® 90 • $ M 3 SPACES 18' -0" X 9' -0" ® 60 • UTILITY INFORMATION (EXISTING) w v v � SIZE TYPE LOCATION o a SANITARY SEWER 4" ALONG NW PL. WATER 18 H WY. 6 STORM SEWER N/A SURFACE DRAIN o ELECTRIC OH E H WY. 6 GAS 6" HWY. 6 K. Chen E Tllg111L7Lee1Fll.lL g A o W,. of KC Unftd, Irm Kn 8 W J d Consulting ivil Engineers Key " - s�. ago. Ho Fam Tom. nose Q W R 7 9 9 Pfiona 71�.Ob2.e888 Fay 713.962,0004 O rr LEGEND (PROPOSED) a W v 0 SANI SEW GAS Q N S S S S - G Z z WATER LOT LIGHT o-0 LP:30 n in STO SE WER EXISTING ELEVATION 76.5 O ' O -ST E LECTRIC T ST- PROPOSED ELEVATION 77.0 U E E E -E T DRAINAGE ARROW T T T T PLAN SCALE: 1" = 20' STREET ADDRESS Lri 2420 TEXAS AVENUE o CITY STATE STATUS DATE BY COLLEGE STATION TEXAS PRELIMINARY COUNTY PLAN DRAWN B RAZO S PLAN CHECKED REGIONAL DWG. NO KCE JOB 0 278 -01 C=7 42-0289 DRWG. TITLE: 0278®EMO.DWG of 7 Tree Protection NTS SPREAD PLANT SO THAT TOP OF ROOT BALL IS EVEN WITH THE FINISHED GRADE PAINT ALL CUTS OVER I" DIA. 2 STRAND TRISTED 12 GUAGE GAL. WIRE ENCASED IN 1" DIA. RUBBER HOSE HARDWOOD STAKES 1 -3 STAKES 2" X 2" DRIVEN (MIN. 18) FIRMLY INTO SUBGRADE PRIOR FORM - TO BACKFILLING SAUCER STAKE ABOVE FIRST BRANCHES OR AS NECESSARY FOR FIRM SUPPORT MULCH SPECIFIED PLANTING MIX WATER & TAMP TO REMOVE AIR POCKETS =) l (_ ( I 1 =1 I Ml ;III III = I 1 =1 I I —I NO �" ' IIIIIIIIIIII� III STAKING AS REQUIRED 2 X BALL DIA. Tree Planting and Staking • STAKE TO FIRST BRANCHES AS NECESSARY FOR FIRM SUPPORT • WIRE SHALL NOT TOUCH OR RUB ADJACENT TRUNKS OR BRANCHES equivalent. Basket weave pattern. *)Steel edging. SCALE: 1 " =20' 0 10 20 30 40 2" X 2" HARDWOOD STAKES - DRIVEN FIRMLY A MINIMUM OF 18" INTO THE SUBGRADE PRIOR TO BACKFILLING 2 STRAND 12 GAUGE GALV. WIRE TWISTED AND ENCASED IN RUBBER HOSE 6 — 9" 3" MULCH FROM TOP OF STAKE 2 WIRE SUPPORTS SHALL BE FORM SAUCER WITH USED ON MAIN STRUCTURAL 3" CONTINUOUS RIM Steel edging 2 e. BRANCHES above finshed grade. �'''I►IIIIIIIIIIIIIIIIII Ilu lll��"'. "'�����IIIIIIIIIIIIIIIII IIIII' "� . III I I � _• - � - - r. _ I 1E1 I I I I III - III III 11111,11 \I; � I I III •III III I I ' �� /�� //� Grass or other \ //\ SPECIFIED PLANTING MIX _ I I I ( I I (— material (see plan j WATER & TAMP TO REMOVE AIR POCKETS II „III III III III II_ III (I( 2 X BALL DIA. C Trunk Tree Planting and Staking I-I NTS • P� SITE PLAN I r 'IP LINE ARRICACE FENCING [a -BAR STAKES KES 1 /8 "x l 0 ") )mm (3') MIN. 5' PRIVATE ESMT, CONVEYED ENSERCH CO. VOL. 369, PG. 137, B. C. D. R. Existing shrub hedge to be protected (use tree protection detail 8 ). Remove one or two existing shrubs as needed to plant new tree. Existing shrub hedge to be protected (use tree protection detail 8 Remove one or two existing shrubs as needed to plant new tree. o \ Existing shrub hedge to V be protected (use tree 0 • ��� protection detail w o i0° 04, i CONSTRUCTION KEYNOTES: TKeystone Brick Field Paver in Brick Red or approved \_ottiln to aa C depth. Add 2 parts mulch \ \\ and 1 part peat. Lightly till into soil. Crown to center. S63 0 5734 "E 10' PUBLIC ESMT, TO THE CITY OF COLLEGE STATION VOL. 304, PG. 70, B. C. D. P., V\e 7A 1 1 � O � 0 NOTES: 1. All areas will be covered by an automatic irrigation system (an irrigation plan . will be submitted before the C.O. is granted). 2. Areas disturbed during construction shall be repaired and overseeded to return turf �EASEM E IT coverage. z4" 3 See notes on `plans \\ regarding existing plant C _ �dg � to .� 1� %o ` V � r I V 0) .� ee 25% Compost L o' 25% Brick Sand „ 5. All landscape areas where °48'58 "W surface is not indicated as .25 ground cover shall be covered by turf grass. VICINITY MAP NTS xistiZglqhh , b P hedge' /to be Q pr #(cted u tree 4 protection detail e) 0 LANDSCAPE REQUIREMENT LEGEND Landscape Points Required: Site Area 32782 sf /1000 x 30 983 points Streetscape Points Required: Frontage Landscape Points 390 If /50x300 2340 points Preserved Shrubs 59 x 10 pt /each —590 points TOTAL NEW STREETSCAPE POINTS READ. 1750 points TOTAL POINTS REQUIRED: Landscape Points 983 points Streetscape Points 1750 points 2733 POINTS Streetscape Trees Required: Texas Ave. Frontage 250 If /25 10 trees Southwest Pkwy. Frontage 140 If /32 4 trees Preserved Trees —2 trees REQUIRED NEW TREES 12 trees Pa „ ers are flush witli curb PROJECT LOCATION .3” compacted base material (typ) 1” Brick sand base (typ) Dry laid Keystone 4" Steel edging (ty Brick Field Paver, above finished grace Brick Red or Planting or grass approved one dunlon+ (See plan) POINTS PROVIDED AND PLANT LEGEND 7 Cedar Elm 3.5+ cal. 300 2100 points Ulmus crassifolia 10 Crape Myrtle 15 al. A•0 400 points * 0 0. Lagerstromia indica �/p� ', ” . �� 5 Wax Myrtle 15gal. << 40 80 points Myrica cerifera. 5 Martha Gonzales Rose. 3 gal. N 10 150 points MG` La mia indica 85 Compact Nandina 3 gal. 10 850 points Nandina compacta 0 15 Indian Hawthorne 3 gal. 10 150 points Raphiolepis indica Asian Jasmine Groundcover 1 gal. 0 Trachleospermum asiaticum TOTAL POINTS PROVIDED 3730 points .. la . •..��.:e < e iavv v� V C AZ EVA t i � d 4 t0 f 4W CO) 40 imam ■ µ a Lo N a � c� c � ■e 0 Cc 0 J 0 1 1 J DRAWN AKH CHECKED WAK DATE June 2004 SCALE varies JOB NO. 04- 099 -17 SHEET OF R 'x ® NOTES 1. MONUMENTATION (BENCHMARK) AS SHOWN. 2. THE UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEE THAT THE UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE EXACT LOCATION OF ALL UTILITIES SHALL BE FIELD VERIFIED BY CONTRACTOR BEFORE ANY ON SITE CONSTRUCTION ACTIVITY. IF ANY CONFLICTS EXIST BETWEEN THE DRAWINGS AND FIELD CONDITIONS, THE ENGINEER AND THE OWNER SHALL BE NOTIFIED IMMEDIATELY. 3. FIELD SURVEY COMPLETED BY CIVIL CONCEPTS INC. GENERAL NOTES 1. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE SURE THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL BEGIN UN71L THE CON - TRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED ALL PLANS AND OTHER DOCUMENTS APPROVED BY ALL OF THE PERMITTING AUTHORITIES. 2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE REQUIREMENTS AND STANDARDS OF THE LOCAL GOVERNING AUTHORITY. THE SOILS REPORT AND RECOMMENDATIONS SET FORTH THEREIN ARE A PART OF THE REQUIRED CONSTRUCTION DOCUMENTS AND IN CASE OF CONFLICT, THE SOILS REPORT SHALL TAKE PRECEDENCE UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLANS. THE CONTRACTOR SHALL NOTIFY THE CONSTRUCTION MANAGER OF ANY DISCREPANCY BETWEEN SOILS REPORT & PLANS. 3. - THE LOCATIONS OF UNDERGROUND FACILITIES SHOWN ON THIS PLAN ARE BASED ON EXISTING DESIGN PLANS PROVIDED BY MCDONALD'S AND LOCAL UTIUTY COMP R SHALL BE THE CONTRACTOR'S FULL RESPONSIBILITY TO CONTACT THE VARIOUS COMPANIES TO LOCATE THEIR FACILITIES PRIOR TO STARTING CONSTRUCTION NO ADDITIONAL COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR DAMAGE AND REPAIR TO THESE FACILITIES CAUSED BY HIS WORK FORCE. 4. ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY CONSTRUCTION MANAGER IF ANY DISCREPANCIES Fa(IST PRIOR TO PROCEED- ING WITH CONSTRUCTION FOR NECESSARY PLAN OR GRADE CHANGES. NO EXTRA COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR WORK HAVING TO BE REDONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLAN IF SUCH Tl NOT G 5. 00 D GROUND- OU D MECHANICAL EQUIPMENT SHALL BE SCREENED VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT -OF -WAY RESIDENTIAL DISTRICT WITHIN 150' OF THE SUBJECT LOT MEASURED FROM A P01 FEET ABOVE GRADE SUCH SCREENING SHALL BE COORDINATED WITH THE BUILDIN ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE. CONSTRUCTION KEYNOTES 1Q LOT PAVING PER PAVING SPECIFICATION THIS SHEET. Q 6" THICK CONCRETE, 4000 PSI W / #3 BARS O 18" O.C.E.W. PROJECT LOCATION Q 6" CONCRETE CURB AND GUTTER ON PROP. PAVEMENT PER DETAIL SHEET C -5. 6" CONCRETE CURB ON 6" CONCRETE PAVEMENT PER DETAIL C -5 (ALTERNATE TO BE DETERMINED BY OWNER.) ® HANDICAP RAMP PER ADA. SPEC W/ DETECTABLE WARNING SET 'X' IN C ON "vv MATERIAL FULL WIDTH OF RAMP do MAX. SLOPE 1:12 \ PER DETAIL SHEET C -5 Q5 CONSTRUCT P.C.C. SIDEWALK RAMP PER DETAIL SHEET C -5. \\ © 4" THICK 4000 PSI BROOM FINISHED CONCRETE SIDEWALK PER DETAIL SHEET C -5. 0 CONSTRUCT 7" THICK 4000 PSI CONCRETE PAD W / #3 BARS ® 18" O.C.E.W. MASONRY ® DETAIL SHEET' E PER Q DETECTOR LOOP PER DETAIL SHEET C -4. ® INSTALL OUTDOOR LIGHTING, REFER TO SITE LIGHTING THIS SHEET AND SHEET C -4 FOR DETAILS. 1Q INSTALL GUARD POST PER DETAIL SHEET C -6. ® CONSTRUCT WHEEL STOPS PER DETAIL SHEET C -5. ® PAINTED TRAFFIC ARROWS AND LETTERING PER DETAIL SHEET C -5. 0 SHEET INTERNATIONAL SYMBOL OF ACCESSIBILITY PER DETAIL 0 LANDSCAPE AREA. 0 4" WIDE WHITE PAINTED LOT STRIPING (TYPICAL). / 0 A1 T PER NO 5' DQ. DOORS TO HAVE 1/2" MAX. 0 PEDESTRIAN SAFETY HANDRAIL (2 "0, 3' HIGH, PAINTED YELLOW) 0 1500 GALLON GREASE TRAP PER DETAIL SHEET C -4. (SEE C -3 FOR LOCATION) 0 CONSTRUCT DRIVEWAY PER DRIVEWAY DETAIL., SHEET C -5 9 (NOT USED). 0 SAWCUT AND CONNECT PROPOSED PAVEMENT TO EXISTING PAVEMENT. ® REMOVE AND DISPOSE OF EXISTING PAVEMENT AND /OR CURB. , ® CURB NOSING PER DETAIL SHEET C -5 (NOT USED). ® PRIORITY PICKUP (PAINTED STRIPE, 6" WIDE, 10' LONG.) ® 8" WIDE PAINT STRIPE (WHITE) Q ® CURB PAINTED RED / 4" WHITE L.ETIERING STATING "FIRE LANE -NO PARKING- TOW AWAY ZONE" FOR FIRE LANE ® 8" RED STRIPE W/ 4" WHITE LETTERING STATING "FIRE LANE -NO PARKING- TOW AWAY ZONE" FOR FIRE LANE ® LL E REM VIE LIGHT BASES WITH CONCRETE AND MATCH EXISTING MEDIAN. GREASE INTERCEPTOR 93X 1.33X2X 1.5X3.0- 1113.21 WATER DEMAND MONTHLY AVE: 104,000 GALLONS LEGEND EXISTING © PAY PHONE -+010 - McDONALD'S SIGN ® TRAFFIC CONTROL BOX ® TRAFFIC SIGNAL POLE N IRRIGATION VALVE O- LIGHT STANDARD GAURD POST WATER METER ED TELEPHONE PEDESTAL POWER POLE v GUY WIRE STREET SIGN GAS VALVE GAS METER CLEAN OUT GREASE TRAP FIRE HYDRANT I. R, IRON ROD FND, FOUND J. C. . . . R. P. JEFFERSON COUNTY OFFICIAL PUBLIC RECORDS REAL PROPERTY CONC, CONCRETE EXITING CURB TO REMAIN UNDISTURBED CONC. FND, 1 /2 P., S63 °57'34 "E T] 21.32' 10' PUBLIC ESMT, TO THE CITY OF COLLEGE STATI ❑N VOL, 304, PG, 70, B. C. D, R. TXDOT DIS EXISTING POWER POLE \ GUY WIRES & OHE TO BE REMOVED OAK 0' CEDAR. S 1 Bee Creek FND. TXDO 5' PRIVATE ESMT. CONVEYED TO - ENSERCH CO, VOL. 369, PG. 137, B, C. D. R. �O 0/ - RRGE 36' N 6 1 Q3 A2.0' R2.5' LOT 3 PARKWAY PLAZA, PHASE SEVEN VOL, 479, , 0 P�C ZONING C -1 Al SIGN SCHEDULE SYM. QTY. DESCRIPTION Q 1 EXISTING ROAD SIGN TO REMAIN 70 -200, 70' OAH QB 1 WELCOME INSERT 70 -5M © 1 THANK YOU INSERT 70 -5M Q 0 EXIT ONLY Q 0 DRIVE THRU SIGN 90 -5A Q 1 HEIGHT DETECTOR /GATEWAY SIGN © 2 ORDER BOARD FP43 QH 1 PRESELL BOARD FP43 JO 2 CUSTOMER ORDER DISPLAY O 0 HANDICAPPED PARKING SIGN BY G.C. © 2 HANDIW PARKING SIGN WITH VAN ACCESSIBLE APPENDAGE BELOW BY G.C. ® 2 1 DRIVE -THRU CANOPY CAUTION! (BEFORE YOU DIG - CALL UNDERGROUND UTILITY 1- 800 -245 -4545 COORDINATING COMMITTEE CITY OF COLLEGE STATION (ELECTRIC) (979) 764 -3438 VERIZON TELEPHONE (888) 483 -5600 ONCA (GAS) (979) 774 -2506 / l\' 1A '00.'Si J SAVE & EXCEPT a CEDAR 0,036 ACRES CONVEYED TO jj� TEXAS DEPARTMENT OF TRANSPORTATION O� C, F. NO. 0734671, B. C. O. P, R. R. P. D 1 1 1 � .n wlt!a R10.0' J° e t� 6 11 2� O A. R2 .0' d• 2 11 L C!,. 46 Ir O� �\ v .• ss s , �Q /> �� S os 8 IAC��RSO a O 6 co�s A2s� / 0i TRENCH SAFETY NOTE: IF ANY TRENCH ON THIS JOB SITE, INCLUDING OPEN EXCAVATIONS WHOSE DIMENSIONS CAUSE THEM TO BE CONSIDERED TRENCHES BY OSHA, REGARDLESS OF WHETHER FOR THE INSTALLATION OF UTILITIES, FOUNDATIONS OR ANY OTHER SITE ELEMENT, IS EQUAL TO OR GREATER THAN 5.00' IN DEPTH, THEN THE CONTRACTOR SHALL NOT PERFORM ANY TRENCHING ON THIS SITE UNTIL HE HAS FIRST OBTAINED DETAILED PLANS AND SPECIFICATIONS FOR TRENCH SAFETY SYSTEMS CONFORMING TO OSHA REQUIREMENTS. SUCH PLANS AND SPECIFICATIONS SHALL BE PREPARED BY A REGISTERED PROFESSIONAL ENGINEER EMPLOYED BY OR CONTRACTED BY THE CONTRACTOR AND SHALL BE CONSIDERED A PART OF THE CONTRACTOR'S MEANS AND METHODS OF CONSTRUCTION. THE PROJECT ARCHITECT AND PROJECT ENGINEER ASSUME NO RESPONSIBILITY FOR THE CONTRACTOR'S MEANS AND METHODS OF CONSTRUCTION. IF THIS PROJECT IS OFFERED FOR BID, THE BIDS MUST CONTAIN A SEPARATE UNIT PRICE PAY ITEM FOR TRENCH SAFETY. r.� Q LEGAL DESCRIPTION 0.768 ACRE TRACT LOT 1, PARKWAY PLAZA, PHASE SEVEN VOLUME 479, PAGE 691, O.R.B.C.. SAVE & EXCEPT 0.036 ACRES CONVEYED TO TEXAS DEPARTMENT OF TRANSPORTATION RECORDED IN CLERK FILE NO. 0734671 BRAZOS COUNTY OFFICIAL PUBLIC RECORDS REAL PROPERTY IN THE CRAWFORD BURNE17 LEAGUE, ABSTRACT NO. 7 BRAZOS COUNTY, TEXAS. 6' GAS L E SEE NOTE # R=1 O. O' SEE NOTE P #L6NE L =41. FND, ` XDOT \ DISK o �- - 10' PUBLI TIL T `n L O 3 � Q Q .� D 3 ® r `O 24' RCP TELE, M, H. � o ti o / \ R = 100:00' / L= 11'6.5 ' X 067 -E 3 °48'58 "W CD A/69.25 J Q� ti FND. 1/2' I. R. B SAN. SWR. M. H. -�oy�, TOP 285. 37 4 j W 4' PIPE FL 282.57 ``/♦ SW 6` PIPE FL 282, 17 O L� NOTE: 0 ALL DIMENSION ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. EXISTING FIRE BENCHMARK: © HYDRANT i CITY OF COLLEGE STATION BENCHMARK NO. 120 ELEVATION: 301-34' TSM: "X" ON TOP OF INLET AT THE SOUTHWEST CORNER OF PROPERTY. ELEVATION: 284.61' F"I.R.M" ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INSURANCE MAP NO. 480083 -0144 C, DATED JULY 2, 1992. THE SUBJECT PROPERTY LIES WITHIN ZONE "X" (UNSHADED), AREAS DETERMINED TO BE OUTSIDE THE 500 YEAR FLOOD PLAIN. SUBMITTAL DATE: 01 -10 -2003 0 GENERAL NOTES 1. McDONALD'S ROAD SIGN AND BASE ARE BY THE SIGN CONTRACTOR. CONDUIT AND WIRING ARE BY THE GENERAL CONTRACTOR. 2. BASES, ANCHOR BOLTS, CONDUIT, AND WIRING FOR ALL OTHER W SIGNS ARE BY THE GENERAL CONTRACTOR. _ 3. LIGHTING FIXTURES, BASES, POLES, CONDUIT, AND WIRING ARE BY THE OWNER /OPERATOR. m 4. BASES FOR FLAGPOLES ARE BY THE GENERAL CONTRACTOR. ANCHOR BOLTS ARE BY THE FLAGPOLE SUPPLIER. 5. PROPOSED UTILITIES ARE SHOWN IN SCHEMATIC ONLY. EXACT N LOCATIONS SHALL BE DETERMINED TO ALLOW FOR THE MOST ECONOMICAL INSTALLATION. o 6. THE CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES Z 1 TO DETERMINE EXACT POINT OF SERVICE CONNECTION AT EXISTING p UTILITY. REFER TO THE BUILDING ELECTRICAL AND PLUMBING w DRAWINGS FOR UTILITY SERVICE ENTRANCE LOCATIONS, SIZES, AND w 2 CIRCUITING. o M o 7. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE BENCHMARK a 3 AND MUST BE VERIFIED BY THE GENERAL CONTRACTOR AT o: GROUNDBREAK. cn S 8. FINISH WALK AND CURB ELEVATIONS SHALL BE 6" ABOVE FINISH w V w PAVEMENT, UNLESS OTHERWISE NOTED ON PLANS. w 9. ALL LANDSCAPE AREAS SHALL BE ROUGH GRADED TO 6" BELOW o. N TOP OF ALL WALKS AND CURBS. FINISH GRADING, LANDSCAPING, AND SPRINKLER SYSTEMS ARE BY THE OWNER /OPERATOR. w 10. LOT LIGHTING CONCRETE FOOTINGS TO CONFORM WITH THE SOILS °" REPORT RECOMMENDATIONS FOR THIS PARTICULAR SITE 11. TEXAS DEPARTMENT OF TRANSPORTATION o d. TRAFFIC PAINT �WPT -8F WHITE PAINT, IS THE APPROVED LOT STRIPING BE USED. o N 12. THE GENERAL CONTRACTOR SHALL RUN A ROTO - ROOTER c THROUGH ALL SEWER TINES THAT CONNECT TO A CITY MAIN to > PRIOR TO OPENING DAY. w ,- 04 PAVING SPECIFICATION i1►��DF 4 ,� TF�=! 3 HOT ASPHALTIC MIX PER TXDOT ITEM 340,1993 STAND. SPEC. FOR CONSTR. OF HIGHWAYS, STREETS & BRIDGES. USE TYPE D SURFACE MIX. FLEXIBLE F p,'NE•• •••. 1, EME, 8" LIMESTONE ..-Y t •. sung 6 LIME STABILIZED SUBGRADE (6% LIME BY DRY WEIGHT) COMPACTED AT LEAST OF . .............................. .••• KE CHEN •:• " " "t TO 95% MAX. RY DENSITY, TO - TO +2X OF OPTIMUM MOISTURE CONTENT AS PER AM D-698. ASPNa T ALTO 2" HOT ASPHALTIC MIX PER TXDOT ITEM 340,1993 STAND. SPEC. FOR CONSTR. OF HIGHWAYS, STREETS & BRIDGES. USE TYPE D SURFACE MIX. j 797' , r l j j . ,Q ' •: t � = '' FLEXIBLE F RASE- 6" BLACK BASE SURGRADR. 6" LIME STABILIZED SUBGRADE (6% LIME BY DRY WEIGHT AT LEAST DRY COMPACTED TO 9596 MAX DENSITY, TO - 96 TO +296 OF OPTIMUM MOISTURE CONTENT AS PER ASTM D -698. CONCRETE ALTERNATE 4000 PSI, 6" THICK CONCRETE (7" DUMPSTER AREA) WITH f3 REBAR AT 18' O.C.E.W. 6" LIME STABILIZED SUBGRADE (6X LIME BY DRY WEIGHT) *- COMPACTED TO AT LEAST 95X MAX DRY DENSITY TO -2X TO -2X OF OPTIMUM MOISTURE CONTENT AS PER ASTM D -698. n AM 1. McDONALD'S ENGINEER RESERVES THE RIGHT TO REQUEST A COMPACTION AND /OR A CORE SAMPLE. IF TESTS PROVE CORRECT, PER ABOVE ® 00 I 60 SPECIFICATION, TESTS WILL BE AT THE EXPENSE OF McDONALD'S, OTHERWISE G.C. WILL BE CHARGED. 2. GEOTECHNICAL RECOMMENDATIONS BASED ON SOILS REPORT 102100 D o to BY BANDY AND ASSOCIATES, INC., DATED JUNE 14, 2002 O C, 18 SITE LIGHTING Z z 0 0 o SECURITY LIGHTING SYSTEMS MODEL # ASB1000- MH -DB -MT LAMP TYPE, WATTAGE: METAL HALIDE, 1000 WATT MOUNTING HEIGHT* 30' p x NOTE: ALL FIXTURES TO BE INSTALLED TILTED AT 0 0 A 30 DEGREE ANGLE. UNLESS OTHERWISE SPECIFIED. FINAL ADJUSTMENTS TO AIMING ANGLE /DIRECTION OF FIXTURES MAY BE REQUIRED TO ELIMINATE LIGHT TRESPASS OR GLARE ONTO Q w Z o ADJOINING PROPERTIES OR ROADWAYS. p SITE PLAN = o PARKING INFORMATION (EXISTING) III 0 TOTAL SPACES 34 SPACES 18' -0" X 9' -0" • 90 • 2 SPACES 18' -0" X 8' -0" ® 90 • 3� 3 SPACES 18' -0" X 9' -0" O 60 • UTILITY INFORMATION (EXISTING) vW oQ o SIZE TYPE LOCATION SANITARY SEWER 4" ALONG NW PL. a o w cn WATER 18" H WY. 6 STORM SEWER N/A SURFACE DRAIN ELECTRIC OH E H WY. 6 8 GAS 6" H WY. 6 K. Chen Engi Leering A Mid., of KC Unrod, Inc. ate g�r�y sums 310, Houston. Tom. 77036 ¢ Consulting Civil Engineers 9 9 P= 713. 1516888 Fam 713.9529tasa4 I a O a v z LEGEND (PROPOSED) Q Z SANITARY SEWER S GAS S WATER LOT LIGHT 0- 0 LP:30 Z r� N -ST STORM SEWER ST. EXISTING ELEVATION 76.5 D, p ELECTRIC 7 PROPOSED ELEVATION 7.0 V -E - -E E E TELEPHONE -T -T T T DRAINAGE ARROW -- PLAN SCALE: 1 " = 20' STREET ADDRESS 2420 TEXAS AVENUE o CITY STATE STATUS DATE BY COLLEGE STATION TEXAS PRELIMINARY COUNTY PLAN DRAWN B RAZ OS PLAN CHECKED REGIONAL DWG. NO KCE JOB # 0278 -01 C -1 42 -0289 DRWG. TITLE: 0278SP.DWG of 7 Q VICINITY MAP NTS NOTES 1. MONUMENTATION (BENCHMARK) AS SHOWN. 2. THE UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEE THAT THE UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE EXACT LOCATION OF ALL UTILITIES SHALL BE FIELD VERIFIED BY CONTRACTOR BEFORE ANY ON SITE CONSTRUCTION ACTIVITY. IF ANY CONFLICTS EXIST BETWEEN THE DRAWINGS AND FIELD CONDITIONS. THE ENGINEER AND THE OWNER SHALL BE NOTIFIED IMMEDIATELY. 3. FIELD SURVEY COMPLETED BY CIVIL CONCEPTS INC. CONSTRUCTION NOTES 1. OVERHEAD LINES MAY EXIST ON THE PROPERTY. WE HAVE NOT ATTEMPTED TO MARK THOSE LINES SINCE THEY ARE CLEARLY VISIBLE, BUT YOU SHOULD LOCATE THEM PRIOR TO BEGINNING ANY CONSTRUC- TION. TEXAS LAW, SECTION 752, HEALTH AND SAFETY CODE, FORBIDS ALL ACTIVITIES IN WHICH PERSONS OR THINGS MAY COME WITHIN SIX (6) FEET OF LIVE OVERHEAD VOLTAGE LINES. CONTRACTORS AND OWNERS ARE LEGALLY RESPONSIBLE FOR SAFETY OF CONSTRUCTION WORKERS UNDER THIS LAW. THIS LAW CARRIES BOTH CRIMINAL AND CIVIL LIABILITY. TO ARRANGE FOR LINES TO BE TURNED OFF OR MOVED, CALL CITY OF COLLEGE STATION ELECTRIC AT (979) 764 -3438 Z LOCATION OF ONCA GAS MAIN LINES ARE SHOWN APPROXIMATELY. THE CONTRACTOR SHALL CONTACT ONCA GAS AT (979) 774 -2506 AT LEAST 48 HOURS PRIOR TO CONSTRUCTION TO HAVE MAIN AND SERVICE LINES FIELD LOCATED. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION BEFORE COMMENCING WORK AND AGREE TO BE FULLY RESPONSIBLE FOR ANY DAMAGES CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE THESE UNDERGROUND FACILITIES. 3. THE LOCATIONS OF TELEPHONE UTILITIES ARE SHOWN APPROXIMATELY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION BEFORE COMMENCING WORK. CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE THESE UNDERGROUND UTILITIES. CALL VERIZON TELEPHONE AT (888) 483 -5600 4. THE LOCATION AND ELEVATIONS OF EXISTING UTILITIES AND PAVEMENT ARE SHOWN IN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES AND PAVEMENT, AND FIELD VERIFY TOPOGRAPHIC INFORMATION BEFORE COMMENCING WORK. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ANY DAMAGES CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND MAINTAIN THESE FACILITIES. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE FOUND. 5. CONTRACTOR TO NOTIFY THE "UNDERGROUND UTILITY COORDINATING COMMITTEE" AT (800) 245 -4545 AT LEAST 48 HOURS PRIOR TO STARTING WORK IN STREET RIGHTS -OF -WAY OR EASEMENTS. 6. CONTRACTOR SHALL CONFORM TO LATEST OSHA REQUIREMENTS FOR EXCAVATIONS AND TRENCHING. 7. CONTRACTOR TO OBTAIN ALL CONSTRUCTION PERMITS REQUIRED BY THE CITY OF COLLEGE STATION AND ANY OTHER APPLICABLE REGULATORY AGENCY. 8. EXISTING PAVEMENT, STRUCTURES, AND OTHER FACILITIES DAMAGED BY THE CONTRACTOR DURING CONSTRUCTION OPERATIONS SHALL BE REPLACED AT CONTRACTOR'S EXPENSE TO APPLICABLE AGENCY STANDARDS AND /OR BETTER CONDITIONS. 9. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF COLLEGE STATION SPECIFICATIONS AND CONSTRUCTION STANDARDS AS CURRENTLY AMENDED. T 3 x 287.86 x 287, 51 ARKWAY LAZA, SE SEVEN VOL, PG, 691, 0, R, B, C. T G 287, 37 fC�C -1 f x 87. 8 x 287. 85 x 287. 58 �`� 287, 33 TC 287. 9N G 28877.. ,46 4 ` 1 x _ 87, 96 x 287. 96 x 287. 59 �� 87. 45 TC= 287.80 ".J 0h TP= 287.30 x TC 7, 84 J 287 65 G ? 7 38 CAUTION! BEFORE YOU DIG - CALL UNDERGROUND UTILITY 1- 800 - 245 -4545 COORDINATING COMMITTEE CITY OF COLLEGE STATION (ELECTRIC) (979) 764 -3438 VERIZON TELEPHONE (888) 483 -5600 ONCA (GAS) (979) 774 -2506 G 2a7. 42 3'izrR -7 x 287, 71 FND, TXDOT 5' PRIVATE CL 7J TO G ENSIcREWCX .4� 287, 45 VOL. 369 P -TPi-3 86.9Q R, TC 287. 76 G 287. 27 CONC. x 286, 81 MATCH E /X 286. PAVING AND DRAINAGE NOTES 1. REFER TO SHEET C -4 & C -5 FOR ALL PAVING AND DRAINAGE DETAILS. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR GRADING ALL AREAS TO INSURE POSITIVE DRAINAGE. 3. GUIDELINES SET FORTH IN THE TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES SHALL BE OBSERVED BY THE CONTRACTOR. 4. ALL SPOIL MATERIAL SHALL BE REMOVED FROM THE SITE UNLESS OTHERWISE DIRECTED BY THE ENGINEER. 5. ALL CURBS TO BE 6" IN HEIGHT, UNLESS OTHERWISE INDICATED. 6. ALL CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH LATEST EDITION OF ACI -318. 7. AL FOR PAVE OF�4000 N PS�1 AND A M,NIMUM F�LEX OF 800 P�A>�DAYS. 8. ALL CONCRETE REINFORCEMENT SHALL BE GRADE 60 IN ACCORDANCE WITH ASTM A -615. 9. CONTRACTOR LEAST 48 HOURS COMMENCING � CONSATROUCTION (979) 764 -3500 10. NOTED UNLESS ITH 11. ALL DISTURBED AREAS L C W�ITHIN T�H �P RIGHT -OF -WAY SHALL BE CELLIIL�SC SPECIFI�N ITEM ND Ot��'l�ETION OF WORK IN THOSE 12. STORM SEWERS WITHIN THE PROJECT SHALL BE PRIVATELY OWNED, OPERATED AND MAINTAINED BY OTHERS. EE 13. lain _ 1 5FISACK /TON STORM TRENCH BI ZE SAND TTO WAIN R 1'-0� BELOOW 14. CEMENT STABILIZED SAND SHALL MEET OR EXCEED CURRENT CITY OF COLLEGE STATION PERFORMANCE SPECIFICATIONS(100 PSI COMPRESSION TEST IN 48 HOURS.) G INTERCEPTOR 93X 1.33X2X 1.5X3.0 a 1113.21 WATER DEMAND MONTHLY AVE: 104,000 GALLONS EXISTING © PAY PHONE _mm*_ McDONALD'S SIGN \ TRAFFIC CONTROL BOX ® TRAFFIC SIGNAL POLE N IRRIGATION VALVE O- LIGHT STANDARD o GAURD POST WATER METER TELEPHONE PEDESTAL POWER POLE GUY WIRE 2. BASES, ANCHOR BOLTS, CONDUIT, AND WIRING FOR ALL OTHER STREET SIGN GAS VALVE GAS METER C CLEAN OUT GREASE TRAP FIRE HYDRANT I. R. IRON ROD FND. FOUND J. C, 0. P. R. R. P. JEFFERSON COUNTY OFFICIAL PUBLIC RECORDS REAL PROPERTY CONC. CONCRETE CONC, 1 \ TP= 286.80 • . \ x TB 2841, REMAIN x \, \<' 41 287 77 \TC 28 , 84 IC 2$7.60 CR x 282, 7 18' WATER LINE G 2870 G 2 35 �I!� =257.1 O T °86.6 R 4 0' SEE NOTE # 6 x 286. 96 \ 287.0 C 287, 1 C 287. 19 x 87. 24 x 286, 89 =256 O \ Q � MYP.TLE )TING CURB G 286 G 28$ 80 x 28 . EP 283.99 x 286. 63 2 TB 283.88 Tc�87.0. TP =286.80\ e TC 287. 83 x G G 6 , A07, 35 T 287, 8 x 281.9 286. 4 x 287, 4 \, 8 C• 2871 a 8 7. 11 _86. 0 '' 0 x 4. BO 6\86.42 2a7 . FF =287 TP= 286 .80 6, x6° O \\ 2 TC 283.57 EP 283.73 6 \01 FND, XDOT x 281. 7 \jC 6, 6 2 7-9 31 TP= 287.40 8 7 r \ D I SK 2 6 24 - TP= 286.30 \ x 284. 71 x 286. 07 r x 287. 1 1 TC= 286.80 x G TC 286. 3 71 84, 17 x 286.2 TC 7, 94 x TC =287.75 284, 8 x x 286, 26 u 287, 49 x 86, 59 O TC 286. 52 \ TC 28 TP= 287.65 A _ =`287.60 40 x 10' PUBL I T I L TY ASEM 283. 39 G 286. 09 TC 286.63 -�! G 2 6. 00 G 2s7, as % P =28 10 TC =287.3 �!+' TC 286. 37 G 286, 16 \C z86. O • _ 286.50 24° RCP G 285. 85 L 0 A G 286. 06 2 1° ❑ \ ?C 28J� 2 x . C 28 , 26 - TP =286.00 EP 283.03 � 2$ry G 28 , 8 •x If 1+U TC 28 x 285. 92 286. OS G • 43 2 x 7. 07 \ 7. 01 I 284, 8 x G 285.90 x TC 287, 08 TC 286. 4 x 2 6. 52 >\ TC 287, 84 • /\ ` `O J \ G 286, 62 G 2 G IM7. 39 TC 2 u. T C 286. 37 26. 3 \, 36 G 285. 75 �� 2 89 Q� \ TC 286.70 TELE, M. H. G 285. 49 G I B 287.94.x T_ • TP =28 --��• G 285.66 285,71 �d 8 6•'287,1 28 92 �• O x x 285. 92 284, 8 \ O� S ( + C 287 83 x 286, 13 TP - 5 0 0 x � �Ap < \TC 286, 0 2 . 66 TC =287.73 86, 06 TC 2# 51 x c4 t �j TC 287,4,,5 r• G 28 . 15 284, 4 x� G 283. 74 X 285. 20 G 9/ Q 285, 64 287 TP= 287.65 o O ID 0 \ PLAY GROUND Tf � 284.8 x C 9 0 x 285, 5 TC 287, 86 6 285. Ox 6 c F � A� \ G 287, 5A TR�286.3® ' 5 17 x 266, 18 R=100: 0' J Si, TC 287, 82 _ 285, 9 G 287' 29 \ x TP =286.85 G 285. 48 C 7. 60 x TC 286, X 285, 0 x ,p s, 27 \X 285, 4 281 4 286, 00 2� � �? '� TC 287, 3 286. 80 x x 285. R \ 2 6 6. 36 G 86. 8 x TC 2 38 �1 C 285. 82 C 6 33 G 285. 92 X 284. 75 L T 285. 36 G C �. x x TC 2 ../3 287.50 X 285. 06 O� S �c 285. 24 G 28. ICY 1 LOT 3 A TP= 287.00 PARKWAY PLAZA, PHASE SEVEN MATCH E ISTING CURB AfF TC= 286.50 VOL. 479, PG. 691, ❑, R. AND PAVEME TG 285. 1 69 T 2 86 . 00 ZONING C 1 X 284.56TC 285, 36OPJ x 2 1 ti\ G 284. 82 TC 285.25 FJ, \2 , 29 x 84. 77 TC 285. 08 ` C = 286.50;---- - - - - -- G 284. 57 , TC 285. =256.00 \ \284, 9 TC 285, Y G z 37 G 284. 67 x 284. 73 284, 9 TC 285, 13 TC 28 8 G 284. 60 TC 28 285, 10 G G 284. 56 4, 59 \� 284, 69 x 284, 55 TC 264. 09 MATCH E ISTING CURB G 283, 7 h AND PAVEMt 0 x 284. 36 \ x 284. 52 TC= TOP OF CURB ELEVkfION TP= TOP OF PAVEMENT ELEVATION FF= FINISH FLOOR ELEVATION FLOW ARROW NOTE: EXISTING DRAINAGE PATTERN REMAIN UNCHANGED x 283. 91 x 283, 81 BENCHMARK: CITY OF COLLEGE STATION BENCHMARK NO. 120 ELEVATION: 301.34' TBM: "X" ON TOP OF INLET AT THE SOUTHWEST CORNER OF PROPERTY. ELEVATION: 284.61' F.1.R.M. ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INSURANCE MAP NO. 480083 -0144 C, DATED JULY 2, 1992. THE SUBJECT PROPERTY LIES WITHIN ZONE "X" (UNSHADED), AREAS DETERMINED TO BE OUTSIDE THE 500 YEAR FLOOD PLAIN. SUBMITTAL DATE: 01 -10 -2003 TRENCH SAFETY NOTE: IF ANY TRENCH ON THIS JOB SITE, INCLUDING OPEN EXCAVATIONS WHOSE DIMENSIONS CAUSE THEM TO BE CONSIDERED TRENCHES BY OSHA, REGARDLESS OF WHETHER FOR THE INSTALLATION OF UTILITIES, FOUNDATIONS OR ANY OTHER SITE ELEMENT, IS EQUAL TO OR GREATER THAN 5.00' IN DEPTH, THEN THE CONTRACTOR SHALL NOT PERFORM ANY TRENCHING ON THIS SITE UNTIL HE HAS FIRST OBTAINED DETAILED PLANS AND SPECIFICATIONS FOR TRENCH SAFETY SYSTEMS CONFORMING TO OSHA REQUIREMENTS. SUCH PLANS AND SPECIFICATIONS SHALL BE PREPARED BY A REGISTERED PROFESSIONAL ENGINEER EMPLOYED BY OR CONTRACTED BY THE CONTRACTOR AND SHALL BE CONSIDERED A PART OF THE CONTRACTOR'S MEANS AND METHODS OF CONSTRUCTION. THE PROJECT ARCHITECT AND PROJECT ENGINEER ASSUME NO RESPONSIBILITY FOR THE CONTRACTOR'S MEANS AND METHODS OF CONSTRUCTION. IF THIS PROJECT IS OFFERED FOR BID, THE BIDS MUST CONTAIN A SEPARATE UNIT PRICE PAY ITEM FOR TRENCH SAFETY. 91 xx 282, 87 Y TB 286, 56 EP 286. 60 O x 28 . 1 x 287.16 8' ^ _ 3. 31 x 285, 75 FND, 1/2 F P 286. 34 x 287, TB 286. 29 G 7 ? 2 a S63 057'34 "E x 286, 86 N o x 283, 0 21 .32' �� 7, 285. 10' PUBLIC ESMT. T❑ THE G 7. 4 CITY OF COLLEGE STATION x 87. 42 286, 27 x EP 286.07 VOL. 304, PG. 70, B. C, >D,2p6, 68 I S rs 285, x C 28 70 TXDOT DIS TC =287.0 287 c� 85240 60 I TP=286.501 287. 06 s x 6 � TB 285.74 x 286, 42 'p \ C s < \ x 282 9 EP 285. 83 EXISTING CONCRETE DRAINAGE FLUME TO J x 87, 2 \ \' S 0 85 CEDAR REMAIN ��-- 286, 25 x x 286.16 TC P , )0 TB 285, 38 SAVE & EXCEPT G 287, ' C CEDAR 0,036 ACRES CONVEYED TO G`, A x 282• TEXAS DEPARTMENT OF 6 ° TRANSPORTATION 1 C, F. NO, 0734671, B. C. 0. P. R. R, P, x 287, 06 xM28T 61 285, 43 EP 285, 44 F C =287.10 \ g x s� T 5. X 4 282, 8 P= 286.60 \ 8 G 1 \ x I Fj 284. 82 x 287, 04 286, 74 \ `� [l �' 6' x 285. 69 TC =287'00 TP =28 .15 r 6 6 x 2 < \ TB 284.9 EP 285, 13 TP= 286.50 , \ \ K O T 286.90 •} C c 1 z B 284. 86 'r =286.40 TP =287.50 x 287, 13 x 287.06 x 286, 78 �X . 2' CP. TC 7, 95 287 73 TC= 287.70 87, 53 TC =286.90 x ` \46 \ TB 284, 71 EP 284. 90 x 285. 44 x z88, 00 `- .xRTLE MATCH EXISTING CURB G 2 7, 47 8 , 36 TP= 287.20 Tc ;, 9 287, 1 1TP= 286.40 \ x 282. AND PAVEMENT / jSYRTL 287. 23 G - 2 x TC 287,57 287.73 x 287. 19 G 287. 06 x 286, 9 \ x TC 288, 0 \ DUMPSTER / TC= 257.50 z8 6 284, 25 EP 284,63 x 285.19 x 287, 49 G 287, 5 AREA 7, 79 �I 287, LOT 10° TB 284, 51 87.34 TP =287.00 G 287.3 TC =287. 768 ACRES z x 2' 6' GAS LINE + . - E 4 d O x TC 2 89 TP =286 S O. , T \ G 8 MYRTL SET 'X' IN CON 287, C 287.3 287, x 8 2 G 2 47 X16 84.32 82 3 SEE NOTE # 7 EXISTING CONCRETE x 287,29 \G TC =287'60 \ d x 284,91 - RGE 36° SIGN x 287. TO f)0"7 10 i x 287.03 x 2 EP 284, 4 DRAINAGE FLUME TO x 284, 43 x 283. 13 L= 11'5.5 ' TC 284,06 1 Tp / � � i i G 283. 71 x 283. 43 �. 284, 9 x (3= °48'58 "W C = 69.25 284. 75 x / 'C ;, 35 C 284, 15 G 85, x 283. 82 \ x G 283, 72 OA 28 4. 90 x TC= 286 .90 4 64 k 286, ��� TP =286.40 OS C 283, 99 60 c�� G 283. 61 x 284. 08 x 2 . o [ TC=286.50 � J�� �° 2 .5 x P= 286.00 I �c, QV C 283, 85 P 1 � G 283, 48 x 284, 13 i4 87 n i /2" I. R. 283. 38 x 284,119 SAN. SWR, M. H. �1 TOP 285.37 NW 4' PIPE FL 282.57 Q SW 6` PIPE FL 282,17 O C 283.61 x 284.18 G 2e3.31 ✓x 283.86 0V NOTE x 283.28 ALL DIMENSION ARE TO FACE OF v✓ x 284' 11 CURB UNLESS OTHERWISE NOTED SET "X" IN CONC, x 284. 39 C 284, 46 284. 00 TC 284, TC 284. 19 \ G 284, G 283. 72 1 x 283, 31 x 284, 03 21 1 x TC 283.70 10° OA!V G 283. 28 / C 283, 58 G 283, 22 x 284, Ol GENERAL NOTES �3 1. MCDONALD'S ROAD SIGN AND BASE ARE BY THE SIGN CONTRACTOR. CONDUIT AND WIRING ARE BY THE GENERAL CONTRACTOR. 2. BASES, ANCHOR BOLTS, CONDUIT, AND WIRING FOR ALL OTHER W SIGNS ARE BY THE GENERAL CONTRACTOR. 3. LIGHTING FIXTURES, BASES, POLES, CONDUIT, AND WIRING ARE BY THE OWNER /OPERATOR. m 4. BASES FOR FLAGPOLES ARE BY THE GENERAL CONTRACTOR. ANCHOR BOLTS ARE BY THE FLAGPOLE SUPPLIER. 5. , PROPOSED UTILITIES ARE SHOWN IN SCHEMATIC ONLY. EXACT N LOCATIONS SHALL BE DETERMINED TO ALLOW FOR THE MOST ECONOMICAL INSTALLATION. o 6. THE CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES TO Z P DETERMINE EXACT POINT OF SERVICE CONNECTION AT EXISTING UTILITY. REFER TO THE BUILDING ELECTRICAL AND PLUMBING I w DRAWINGS FOR UTILITY SERVICE ENTRANCE LOCATIONS, SIZES, AND Z M CIRCUITING. o w o 7. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE BENCHMARK a 0 AND MUST BE VERIFIED BY THE GENERAL CONTRACTOR AT C-) 3 GROUNDBREAK. N 5 8. FINISH WALK AND CURB ELEVATIONS SHALL BE 6" ABOVE FINISH ° m PAVEMENT, UNLESS OTHERWISE NOTED ON PLANS. w 9. ALL LANDSCAPE AREAS SHALL BE ROUGH GRADED TO 6" BELOW a TOP OF ALL WALKS AND CURBS. FINISH GRADING, LANDSCAPING, cn AND SPRINKLER SYSTEMS ARE BY THE OWNER /OPERATOR. w 10. LOT LIGHTING CONCRETE FOOTINGS TO CONFORM WITH THE SOILS CL REPORT RECOMMENDA11ONS FOR THIS PARTICULAR SfIE. 11. TEXAS DEPARTMENT OF TRANSPORTATION r� TRAFFIC PAINT #WPT -8F WHITE PAINT, IS THE APPROVED o LOT STRIPING BE USED. 12. THE GENERAL CONTRACTOR SHALL RUN A ROTO - ROOTER Q ° r THROUGH ALL SEWER LINES THAT CONNECT TO A CITY MAIN PRIOR TO OPENING DAY. W .- N PAVING SPECIFICATION �'►���OF��'ttx •(E......• TF�� 3" HOT ASPHALTIC MIX PER TXDOT ITEM 340.1993 STAND. SPEC. FOR CON S TR. HIGHWAYS. STREETS de BRIDGES. USE TYPE D SURFACE MIX. F LEXI BLE �d P 8 LMESTONE ,. t SUBGReJ .. . ............. E 6" LIME STABILIZED SUBGRADE (6% LIME BY DRY WEIGHT COMPACTED TO AT LEAST 95% MAX. DRY DENSITY. .r * .........:..":. S_ KE CHEN ... � • � ...... TO - TO +276 OF OPTIMUM MOISTURE CONTENT AS PER ASTM 0-698. ASPHALT ALTERNATE 2" HOT ASPHALTIC MIX PER TXDOT ITEM 340.1993 STAND. SPEC. FOR 'f ' 9711 ♦jjt •,••R�l 0 A, • L CONSTR. OF HIGHWAYS, STREETS & BRIDGES. USE TYPE D SURFACE MIX. FLEXIBLE RACE! 6" BLACK BASE SIUBGRAD 6" LIME STABILIZED SUBGRADE (6% LIME BY DRY WEIGHT COMPACTED TO AT LEAST 9596 MAX. RY DENSITY, TO - TO +296 OF OPTIMUM MOISTURE CONTENT AS PER ASTM D -698. CONCRETE ALTERNATE 4000 PSI. 6" THICK CONCRETE (7" DUMPSTER AREA) WITH #3 REBAR AT 18' O.C.E.W. 6" LIME STABILIZED SUBGRADE (6% LIME BY DRY WEIGHT) COMPACTED TO AT LEAST 95X MAX DRY �- DENSITY TO -2X TO -2% OF OPTIMUM MOISTURE CONTENT AS PER ASTM D -698. Q I . DIL. 1. McDONALD'S ENGINEER RESERVES THE RIGHT TO REQUEST A COMPACTION AND /OR A CORE SAMPLE. IF TESTS PROVE CORRECT, PER ABOVE ® I Ri SPECIFICATION, TESTS WILL BE AT THE EXPENSE OF McDONALD'S, OTHERWISE G.C. WILL BE CHARGED. 2. GEOTECHNICAL RECOMMENDATIONS BASED ON SOILS REPORT 102100 D BY BANDY AND ASSOCIATES, INC.. DATED J UNE 1 4, 2002 O o 0 SITE LIGHTING O � in SECURITY LIGHTING SYSTEMS MODEL # ASB1000- MH -DB -MT LAMP TYPE, WATTAGE: METAL HALIDE, 1000 WATT MOUNTING HEIGHT: 30' 0 O NOTE: ALL FIXTURES TO BE INSTALLED TILTED AT Ld A 30 DEGREE ANGLE. UNLESS OTHERWISE SPECIFIED. FINAL ADJUSTMENTS TO AIMING ANGLE /DIRECTION OF FIXTURES MAY BE REQUIRED TO ELIMINATE LIGHT TRESPASS OR GLARE ONTO O Z o ADJOINING PROPERTIES OR ROADWAYS. N PAVING AND D RAI NAG E PLAN ® = 3 o PARKING INFORMATION (EXISTING) o TOTAL SPACES 34 SPACES 18' -0" X 9' -0" @ 90 2 SPACES 18' -0" X 8' -0" @ 90 • 3V M 3 SPACES 18' -0" X 9' -0" @ 60 UTILITY INFORMATION (EXISTING) W I_ EE ce o SIZE TYPE LOCATION O a SANITARY SEWER 4" ALONG NW PL. o WATER 18" HWY. 6 STORM SEWER N/A SURFACE DRAIN ELECTRIC OHE HWY. 6 GAS 6" HWY. 6 K. Chen E ngl i nOrc1L1Lng A mimbn of Ki Uflftd, Im 6141 S�vo�r Sufte 310. Houston. Texas 77036 J Q % cn Consulting Civil Engineers Phons: 713.9a2.es68 Fax: 713.962.9994 O Q a v z LEGEND (PROPOSED) CL Q SANI SEW S S S S S GAS P. WATER LOT LIGHT 0 LP:30 g � Z STO SEWE -ST ST ST ST- EXISTING ELEVATION 76.5 n' p E LECTRIC E PROPOSED ELEVATION 77.0 V �. E E T ELEPHO NE T T T T DRAINAGE ARROW �~- PLAN SCALE: 1" = 20' STREET ADDRESS 0 2420 TEXAS A VENUE � � � � � o CITY STATE STATUS DATE BY COLLEGE STATION T EXAS PRELIMINARY COUNTY PLAN DRAWN B RAZO S PLAN CHECKED REGIONAL DWG. NO KCE JOB # 0278 -01 C= 42-0289 DRWG. TITLE: 0278PD.DWG of 7 EXISTING FIRE PYT1PANIT NOTES 1. MONUMENTATION (BENCHMARK) AS SHOWN. 2. THE UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEE THAT THE UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE EXACT LOCATION OF ALL UTILITIES SHALL BE FIELD VERIFIED BY CONTRACTOR BEFORE ANY ON SITE CONSTRUCTION ACTIVITY. IF ANY CONFLICTS EXIST BETWEEN THE DRAWINGS AND FIELD CONDITIONS, THE ENGINEER AND THE OWNER SHALL BE NOTIFIED IMMEDIATELY. 3. FIELD SURVEY COMPLETED BY CIVIL CONCEPTS INC. CONSTRUCTION NOTES 1. OVERHEAD LINES MAY EXIST ON THE PROPERTY. WE HAVE NOT ATTEMPTED TO MARK THOSE LINES SINCE THEY ARE CLEARLY VISIBLE, BUT YOU SHOULD LOCATE THEM PRIOR TO BEGINNING ANY CONSTRUC- TION. TEXAS LAW, SECTION 752, HEALTH AND SAFETY CODE, FORBIDS ALL ACTIVITIES IN WHICH PERSONS OR THINGS MAY COME WITHIN SIX (6) FEET OF LIVE OVERHEAD VOLTAGE LINES. CONTRACTORS AND OWNERS ARE LEGALLY RESPONSIBLE FOR SAFETY OF CONSTRUCTION WORKERS UNDER THIS LAW. THIS LAW CARRIES BOTH CRIMINAL AND CIVIL LIABILITY. TO ARRANGE FOR LINES TO BE TURNED OFF OR MOVED, CALL CRY OF COLLEGE STATION ELECTRIC AT (979) 764 -3438 2. LOCATION OF ONCA GAS MAIN LINES ARE SHOWN APPROXIMATELY. THE CONTRACTOR SHALL CONTACT ONCA GAS AT (979) 774 -2506 AT LEAST 48 HOURS PRIOR TO CONSTRUCTION TO HAVE MAIN AND SERVICE LINES FIELD LOCATED. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION BEFORE COMMENCING WORK AND AGREE TO BE FULLY RESPONSIBLE FOR ANY DAMAGES CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE THESE UNDERGROUND FACILITIES. 3. THE LOCATIONS OF TELEPHONE UTILITIES ARE SHOWN APPROXIMATELY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION BEFORE COMMENCING WORK. CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE THESE UNDERGROUND UTILITIES. CALL VERIZON TELEPHONE AT (888) 483 -5600 4. THE LOCATION AND ELEVATIONS OF EXISTING UTILITIES AND PAVEMENT ARE SHOWN IN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES AND PAVEMENT, AND FIELD VERIFY TOPOGRAPHIC INFORMATION BEFORE COMMENCING WORK. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ANY DAMAGES CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND MAINTAIN THESE FACILITIES. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE FOUND. 5. CONTRACTOR TO NOTIFY THE "UNDERGROUND UTILITY COORDINATING COMMITTEE" AT (800) 245 -4545 AT LEAST 48 HOURS PRIOR TO STARTING WORK IN STREET RIGHTS -OF -WAY OR EASEMENTS. 6. CONTRACTOR SHALL CONFORM TO LATEST OSHA REQUIREMENTS FOR EXCAVATIONS AND TRENCHING. 7. CONTRACTOR TO OBTAIN ALL CONSTRUCTION PERMITS REQUIRED BY THE CITY OF COLLEGE STATION AND ANY OTHER APPLICABLE REGULATORY AGENCY. 8. EXISTING PAVEMENT, STRUCTURES, AND OTHER FACILITIES DAMAGED BY THE CONTRACTOR DURING CONSTRUCTION OPERATIONS SHALL BE REPLACED AT CONTRACTOR'S EXPENSE TO APPLICABLE AGENCY STANDARDS AND /OR BETTER CONDITIONS. 9. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF COLLEGE STATION SPECIFICATIONS AND CONSTRUCTION STANDARDS AS CURRENTLY AMENDED. UTILITY CONSTRUCTION NOTES 1. WATER AND SEWER TAPS SHALL BE PER REQUIREMENTS OF THE CITY OF COLLEGE STATION. WATER TAP. METER AND SERVICE LINE TO PROPERTY LINE TO BE INSTALLED BY CONTRACTOR. 2. SANITARY SEWER BACKFILL AND BEDDING PER DETAIL SHEET C -4. 3. SPECIAL BACKFILL FOR SANITARY TRENCHES UNDER PROPOSED PAVEMENT SHALL BE 2 SACK CEMENT STABILIZED SAND TO WITHIN 1 FOOT BELOW SUBGRADE. 4. GUIDELINES SET FORTH IN THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES SHALL BE OBSERVED BY THE CONTRACTOR. 5. WATER LINES AND SANITARY SEWER LINES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF COLLEGE STATION STANDARDS, AS CURRENTLY AMENDED. 6. MINIMUM HORIZONTAL (OUT TO OUT) CLEARANCE BETWEEN SANITARY SEWER AND WATER LINES IS 9 FEET, UNLESS OTHERWISE INDICATED. 7. SANITARY SEWERS WITHIN THE PROJECT SHALL BE PRIVATELY OWNED, OPERATED, AND MAINTAINED BY OWNERS. 8. ALL SPOIL MATERIAL SHALL BE REMOVED FROM SITE UNLESS OTHERWISE DIRECTED BY OWNER OR ENGINEER. 9. ALL WATER LINES TO HAVE A MINIMUM OF 4 FEEL OF COVER BELOW EXISTING NATURAL GROUND AND /OR PROPOSED PAVEMENT. 10. ALL WATERLINE SERVICE PIPE SHALL BE TYPE K COPPER. 11. ALL CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH 12. kLL CONCRETE FOR UTILITY CONSTRUCTION SHALL HAVE A 28 DAY MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. 13. SANITARY SEWER PIPE MATERIAL IS PVC (SDR 26). AS TM D -3034. 14. ALL SDR /DR PVC PIPES ARE TO HAVE RUBBER GASKETED BELL-AND- SPIGOT TYPE JOINT ENDS, ASTM F477. ALL DR PVC PIPE USED IS TO HAVE CIP SIZE ODS. 15. CONTRACTOR SHALL CONTACT THE CITY OF COLLEGE STATION AT (979) 764 -3500 AT LEAST 48 HOURS PRIOR TO COMMENCING CONSTRUCTION. 16. A DURABLE METAL WIRE SHALL BE CONCURRENTLY INSTALLED OR OTHER MEANS PROVIDED FOR DETECTION PURPOSES ON PVC PIPE. 17. CEMENT STABILIZED SAND FOR SANITARY SEWER BEDDING SHALL PRODUCE A MINIMUM UNCONFINED COMPRESSIVE STRENGTH OF ONE HUNDRED POUNDS PER SQUARE INCH STANDARD PROCTOR DENSITY D 698) WITHOUT DIDTIONAL NINETY-FIVE M ISTU CONTROL, (9596) 18. DEVELOPER PROVIDES 30' OF #4 RIGI C NDUIT FOR RISER POLES. DEVELOPER INSTALLS FIRST 10', CITY INSTALLS REMAINDER 19. ALL BACKFLOW DEVISES MUST BE INSTALLED AND TESTED UPON INSTALLATION AS PER CITY ORD. 2394 POINT OF CONNECTION FOR TELEPHONE SERVICE, TO EXISTING PEDESTAL BY VERIZON, CAUTION LEGEND BEFORE YOU DIG EXISTING © PAY PHONE -mm- McDONALD' S SIGN ® TRAFFIC CONTROL BOX ® TRAFFIC SIGNAL POLE N IRRIGATION VALVE O-* LIGHT STANDARD o GAURD POST WATER METER TELEPHONE PEDESTAL RECOMMENDED POWER POLE v GUY WIRE �- STREET SIGN GAS VALVE GAS METER C CLEAN OUT GREASE TRAP FIRE HYDRANT I. R. IRON ROD FND. FOUND J. C. 13, P. R. R. P. JEFFERSON COUNTY OFFICIAL Alm WIRE SIZE TOP OF SIGN • ,�j� AT 240V AT 240V PUBLIC RECORDS REAL PROPERTY CONC. CONCRETE POINT OF CONNECTION FOR TELEPHONE SERVICE, TO EXISTING PEDESTAL BY VERIZON, CAUTION 1 BEFORE YOU DIG - CALL UNDERGROUND UTILITY 1- 800 - 245 -4545 COORDINATING COMMITTEE CITY OF COLLEGE STATION (ELECTRIC) (979) 764 -3438 VERIZON TELEPHONE (888) 483 -5600 ONCA (GAS) (979) 774 -2506 KALVE P. 1 ' WATER METER IRRIGATION W/ CHECK \� AND BACKFLOW, VENTOR PER CITY ORDINANCE 2 METEF "Y CITY, FEES BY CONTRACT( I. TRANSFORMER &' PAD ELECTRIC SERVICE. 3FORMER BY CITY OLLEGE STATION, PAD ONTRACTOR PER CITY SEW I- CO YE L CONUUI TSPAND37LINES D. BY CONTRACTOR PER CITY SPECIFICATIONS AND DESIGN. 2" CONDUIT FOR TELEPHONE SERVICE.(CONDUIT & TRENCH BY CONTRACTOR, LINE D� BY VERIZON) 3/4 WATER LINE DUMPS' AREA 15 GALLON SE TRAP �tR DETAIL d WI /SHEET C-4 SANITARY NOTES: 10 KITCHEN 2O RESTROOMS TRENCH SAFETY NOTE: IF ANY TRENCH ON THIS JOB SITE, INCLUDING OPEN EXCAVATIONS WHOSE DIMENSIONS CAUSE THEM TO BE CONSIDERED TRENCHES BY OSHA, REGARDLESS OF WHETHER FOR THE INSTALLATION OF UTILITIES, FOUNDATIONS OR ANY OTHER SITE ELEMENT, IS EQUAL TO OR GREATER THAN 5.00' IN DEPTH, THEN THE CONTRACTOR SHALL NOT PERFORM ANY TRENCHING ON THIS SITE UNTIL HE HAS FIRST OBTAINED DETAILED PLANS AND SPECIFICATIONS FOR TRENCH SAFETY SYSTEMS CONFORMING TO OSHA REQUIREMENTS. SUCH PLANS AND SPECIFICATIONS SHALL BE PREPARED BY A REGISTERED PROFESSIONAL ENGINEER EMPLOYED BY OR CONTRACTED BY THE CONTRACTOR AND SHALL BE CONSIDERED A PART OF THE CONTRACTOR'S MEANS AND METHODS OF CONSTRUCTION. THE PROJECT ARCHITECT AND PROJECT ENGINEER ASSUME NO RESPONSIBILITY FOR THE CONTRACTOR'S MEANS AND METHODS OF CONSTRUCTION. IF THIS PROJECT IS OFFERED FOR BID, THE BIDS MUST CONTAIN A SEPARATE UNIT PRICE PAY ITEM FOR TRENCH SAFETY. k ffi q 5� 6° GAS LINE SEE NOTE # 7 R =1 O. O' SEE NOTE # L =41. 10' PUBLIC\UTI UTILITY CONTACTS: CITY OF COLLEGE STATION (WATER AND SEWER) (979) 764 -3660 CITY OF COLLEGE STATION (ELECTRIC) 979) 764 -3438 ONCA (GAS) (979) 774 -2506 VERIZON (TELEPHONE) (888) 774 -2506 24' RCP TELE, M. H. PLAY GROUND J'. <n � o "SF o \ R= 100:00' L= 11 ' 0=�6 °1 °48'58 "W / C = 9.25 OA J� P GeV ti 011, F CONNECTION Ff SS SERVICE TO EX TING SANITARY MH Q P SAN, SWR. M, H. TOP 285. 37 PE FL 282.57 NW 4" PI �•• SW 6° PIPE FL 282. 17 o" 0 cj O � NOTE: ALL DIMENSION ARE TO FACE OF 0 CURB UNLESS OTHERWISE NOTED m BENCHMARK: CITY OF COLLEGE STATION BENCHMARK NO. 120 ELEVATION: 301.34' TBM: "X" ON TOP OF INLET AT THE SOUTHWEST CORNER OF PROPERTY. ELEVATION: 284.61' F.I.R.M. ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INSURANCE MAP NO. 480083 -0144 C, DA JULY 2, 1992. THE SUBJECT PROPERTY LIES WITHIN ZONE "X" (UNSHADED), AREAS DETERMINED TO BE OUTSIDE THE 500 YEAR FLOOD PLAIN. SUBMITTAL DATE: 01 -10 -2003 nnnWn- vC, CONC. • PROP. POINT OF CONNECTION FOR 2" GAS SERVICE TO EXISTING 6" GAS MAIN PROP. 2" P N EXISTING TER T S63 057'34" LINE BY COLLEGE 21.3 (( STT Q A �� T II ON Y A 10' PUBLI�" �A CITY OF COLLEGE STATION VOL. 304, PG. 70, B. C. D, P,. \ 6 5 PR TER 0 0" nn OAK METER FOR BUILDING P Q, W/ CHECK VALVE •!y D BACKFLOW J �/ ENTOR. METER I 01 CEnAR8 ITY OF COLLEGE \ qQ ° oE �STA I N FEES Y SAVE & EXCEPT 0.036 ACRES CONVEYED TO �6. FONT R. TEXAS DEPARTMENT OF TRA C. FN 073 B. C. 0. P. R. R. P, V 2" GAS ,E LINE / £ (� 2" WATER �i LINE O 4" PVC FL= 285.00 -2" GAS METER s a� 4" PVC A - FL= 285.00 " 2 `� O to Oa. \ v da ` v \ 4-p X �40 , s � '�9 S 4\1' V " a �- �10fACC�R�0 � ' •\ x k 1� �,�, � R � 0 PVC ` Sz, ® J'% A gip rG,9\ ' A q � s� 4 " )N-;K% PRO SAMPLE WELL � DET, SHEET C 4 FL IN -28 . DEL OU _284. NOTES: 0 DEVELOPER PROVIDES 30' OF #4 RIGID CONDUIT FOR RISER POLES. DEVELOPER INSTALLS FIRST 10'. CITY INSTALLS REMAINDER. ALL BACKFLOW DEVICES MUST BE INSTALLED AND TESTED UPON INSTALLATION AS PER CITY ORDINANCE 2394. IN W I W N MANUFACTURER'S WIRING RECOMMENDATION It RECOMMENDED w PRIMARY BUILDING TO CONDUIT AMP LOAD AMP LOAD Alm WIRE SIZE TOP OF SIGN • ,�j� AT 240V AT 240V 90 -200 8 100' 1" 35.20 60 AMPS / SIGN WITH 6 175' 1-1/4 240V /Dbl >- ARCHES OUTLET 4 275' 1-1/4 POLE m 3 350' 1 -1/4" 450' 1 -1 /4" p i 550' 1 -1/2" 90 -100 8 250' in 15.00 40 AMPS/ N SIGN WITH 6 400' 1-1/4 24OV /DbI ARCHES d Z UTLET 4 650' 1 -1/4" POLE 3 825' 1 -1/4" P 2 1025' 1-1/4- w 1 1300' 1-1/2 Z m CLASSIC 8 350' in 11.00 40 AMPS/ ROAD Z Wm M 0 6 550 1 -1/4" 24OV /DbI SIGN 2 0 tC-) 4 875' 1 -1/4" POLE p. 6 3 1125' 1 -1/4" U w 70 2 #6. 300' 1 _ 46.45 60 AMPS/ ww v w CABINET 4 A 450' 1 1/4" 24OV /DbI WITH 2 600' POLE w w 1 750' a H 001 sSNff0i SHOW) BE USED cn RUN NING FOR MANUMLY � W C 70 -200 8 175' 1" 24.45 40 AMPS/ i s WITH DT 300' i 24OV /DbI APPENDAGE 4 450' 1 -1/4" POLE 2 600' 1 -1/4" 70 -150 #8 175' 1" 15.40 40 AMPS/ p N WITH DT APPENDAGE 6 300' 1" 240V /DbI 4 450' 1 -1/4" POLE � tO 2 600' 1 -1/4" 70 -100 W/ #8 264' 1" 12.20 20 AMPS/ W .- N APPENDAGES #6 300' in 240VI #4 450' 1 -1/4" POLE 70 -80 $ 264' in 12.00 20 AMPS/ WITH DT 30 24OV /DbI APPENDAGE ti 41*t1 t OF tt 4 0 1 -1/4 " POLE +''' P�.•••• • ` ��� 70 -50 #8 295' 1 " 8.65 20 WITH DT AMPS/ M , # wr .'"r ..-' .....................:. #6 300' 1" 24OV /DbI r • • • KE CHEW +0 #4 450' 1 -1/4" POLE '�. 7971 fl it .•• '��l . 70 -40 #8 420' 1" 12.15 20 AMPS/ tai L "' WITH DT /SINGLE b � P0LE 70 -25 #8 420' in 10.80 20 AMPS/ WITH DT O 120V 120V /SINGLE POLE APPENDAGE NO DIRECTIONAL SIGN * DISTANCES SHOULD BE MEASURED FROM THE BREAKER IN THE BUILDING TO D TO THE TOP OF THE SIGN, DRIVE -THRU APPENDAGE, AND TWO 70 -5A DIRECTIONAL SIGNS. r; 00 ANY ADDITIONAL EQUIPMENT ADDED TO THE ROAD SIGN CURRENT WILL ALTER ® 1 RECOMMENDATIONS. 60 ALLOWABLE VOLTAGE DROP OF 5X CALCULATED. ^ 04 o SITE LIGHTING O 0 � SECURITY LIGHTING SYSTEMS MODEL # ASB1000- MH -DB -MT LAMP TYPE, WATTAGE: METAL HALIDE, 1000 WATT cn MOUNTING HEIGHT: 30' Z O o = NOTE: ALL FIXTURES TO BE INSTALLED TILTED AT A 30 DEGREE ANGLE. UNLESS OTHERWISE SPECIFIED. W o FINAL ADJUSTMENTS TO AIMING ANGLE /DIRECTION OF FIXTURES MAY BE REQUIRED TO ELIMINATE LIGHT TRESPASS OR GLARE ONTO O Z ADJOINING PROPERTIES OR ROADWAYS. 0 N UTILITY PLAN cn 0 + i 3 Q � = o PARKING INFORMATION (EXISTING) 0 TOTAL 34 SPACES 18' -O" X 91 O 90 • SPACES o 2 SPACES 18' -0" X 8' -0" O 90 • M 3 SPACES • 3 � 18' -0" X 9' -0" O 60 UTILITY INFORMATION (EXISTING) w 0 o a SIZE TYPE LOCATION SANITARY SEWER 4" ALONG NW PL. o W WATER 18" HWY. 6 STORM SEWER N/A SURFACE DRAIN ELECTRIC OHE HWY. 6 8 GAS 6" HWY. 6 K. Chen E]Cll..glllCllce]t'ing A DMNon of KC Um-ad, Ina. N ` 6141 Bulbs 310, HoU@I Texas 77036 Consulting Civil Engineer's Pnonx Q Fax: 7139M99" 0 m v Q z LEGEND (PROPOSED) Q v - W SA SEW ,� GAS S S WATER z q z 0 v v G LOT LIGHT °� LP:30 STO SE WE R ST ST ST EXISTING ELEVATION 76,5 IL Q - ST E LECTRIC PROPOSED ELEVATION 77.0 0 E E -E T T T T T DRAINAGE ARROW -- PLAN SCALE: 1" = 20' STREET ADDRESS 2420 TEXAS AVEN o CITY STATE STATUS DATE BY COLLEGE ,NATION TEXAS PRELIMINARY COUNTY PLAN DRAWN B RAZO S - PLAN CHECKED REGIONAL DWG. NO KCE JOB # 0278 -01 C=3 42 -0289 DRWG. TITLE: 0278U P. DWG of 7 EXISTING FIRE HynPANIT GREASE TRAP CALCULATION TOTAL NUMBER MEAL WASTE FLOW RETENTION STORAGE = APPROX. INTERCEPTOR SIZE OF SEATS X FACTOR X RATE (GAL /MEAL) X TIME (HRS) FACTOR (LIQUID CAPACITY) 93 X 1.33 X 2 X 1.5 X 3.0 = 1113.21 GALLONS (USE 1500) .. In 6 �� I- -i t T. m TOP VIEW �'' 111111► will 411�11� SPECIFICATIONS: CONCRETE: CLASS 1 CONCRETE WITH DESIGN STRENGTH OF 4500 PSI AT 28 DAYS. REINFORCEMENT: GRADE 60 REINFORCED. NO 4 STEEL REBAR TO CONFORM TO ASTM A615 ON REQUIRED CENTERS OR EQUAL. MANHOLE COVERS: MANHOLE FRAMES AND COVERS SHALL BE MANUFACTURED OF GREY CAST IRON CONFORMING TO ASTM A48 -76 CLASS 35. MANHOLE SHALL HAVE 24" INSIDE DIAMETER AND BE TRAFFIC DUTY. ENGINEERING DATA: GREASE TRAP IS STRUCTURALLY AND HYDRAULICALLY ENGINEERED AND CONFORMS TO UNIFORM PLUMBING CODE. LIQUID CAPACITY IS 1,024 GALLONS AND GREASE RETENTION IS APPROXIMATELY 2,600 POUNDS. RECOMMENDED FOR FLOW RATES UP TO 28 GALLONS PER MINUTE. FIELD EXCAVATION AND PREPARATION SHALL BE COMPLETED PRIOR TO DELIVERY OF GREAS TRAP. USE DIMENSIONAL DATA AS SHOWN. 24" HEAVY DUTY CAST - IRON FRAME & COVER WITH "GASTIGHT" GASKET - STANDARD. 6" INLET & OUTLET PIP AND FITTINGS STANDARD RISERS AS REQD. -GALVANIZED SUPPORT 4" P.V.O MANIFOLD N N ff- No G.T. SIZE DINA. "A" DIM. "B" 1000 GALLON 8' -4" 6' -0" 1500 GALLON 9' -6" 7' -5" NOTE: ALL ANCHOR BOLTS SHALL BE GALVANIZED. ALL EXPOSED CONCRETE SHALL HAVE CHAMFERED EDGES. NOTE: GENERAL CONTRACTOR TO CONFIRM ANCHOR BOLT PATTERN WITH EQUIPMENT SUPPLIER PRIOR TO POURING FOUNDATION. NOTE: TYPE VISUAL OPENINGS GENERAL CONTRACTOR TO # MENU CONFIRM ANCHOR BOLT WIDTH PATTERN WITH EQUIPMENT A SUPPLIER PRIOR TO 54.728 POURING FOUNDATION. 55.89 B 3/4 " STL. BASE PLATE 20.0 20.288 1/4 " STL. LEVELING PL. 20.89 21.39 NOTE: ALL ANCHOR 4 20.0 BOLTS SHALL BE 20.625 ' GALVANIZED. D 10 ALL EXPOSED CONCRETE 14.228 20.625 SHALL HAVE CHAMFERED 15.39 11 ^ EDGES. 20.0 41.228 1" STL. BASE PLATE 41.89 SE INTERCEPTOR 31 BOLq •33X2X1.5X3.0- 1113.21 45.728 CIRCLE 46.39 •• iii �_ i • �- 2" HAND HOLE WITH COVER m r i. C) (4) 3 /4 36" ANCHOR BOLTS PLUS 3" • ;I HOOK 4 MIN. BOLT PROJECTION �=) I V 1' ��. (=) TOP OF PAVEMENT 2' -6" HIGH RIGID FIBER FORM -) I :�. •. ' I =) r (SONOTUBE) FORM FILLED WITH I i II CONCRETE z (4) #5 BARS W/ #3 TIES 0 12" to F A I ( I. ( -III" LOCATE ALTERNATE LOCATIONS, '1''•� 1 FROM ANCHOR BOLTS (:.` I't 3 / 4 " HEAVY . TO BUILDI G ELECT CO EXTEND -III •. ME NOTE 1. LIGHT POLES, BASE PLATE AND I ANCHOR BOLTS SUPPLIED AND I �_� I ( INSTALLED BY G.C. " r A i 0 r7 3/4" HOLES FOR 1/2" A(NJCHOR BOLTS (5) ATTACH BASE PLATE TO SLAB 12 - ANCHO BOLTS BOLTS W/ FULL TREAD (5) FINISH GRADE 4) #5 BARS VERT. 3 TIES 0 12" O.C. NOTE: ALL CONDUITS TO BE MIN. 12" BELOW GRADE OR LOCAL FROST DEPTH AND PROJECT 3" ABOVE FOUNDATION. C OD PEDESTAL FDN. N.T.S. NO REBAF 2' OF LO( CONCRETE CURBS P.V.C. SENSOR �NO REBAR WITHIN 24" OF ENSOR) 9 3 18 O.L. UT 24" CLEAR OF SENSOR LOOP. P.V.C. SLEEVE THRU CONIC. CURB. 3/4 " P.V.C. CONDUIT TO PROJECT 10" INTO CONC. PAD STUB UP 4" TO 2 "X 4" J -BOX BY G.C. 3'HIGH PIPE BOLLARD, 6" DIA. &12 OFF CURB FACE CUSTOMER ORDER DISPLAY 1" CONDUIT FOR COM- MUNICATIONS TO DRIVE THRU BOOTH COUNTER STUB UP 4" TO J -BOX BY G.C. MENU BOARD 1/2 " CONDUIT FOR PWR TO ELECT. PANEL. STUB UP TO J -BOX BY G.C. J m U J n IL NOTE: a CONTACT MANUFACTURER FOR ACTUAL BOLT PATTERN a 0 MENU BD & SENSOR LOOP 9Q N.T.S. RAJ INLET SEWER INLET DROP GROUT 2 1/4 " 15" T &G RCP DUCTILE IRON FRAME & LID MANUFACTURED BY PROP SEWER NEENAH FOUNDRY CO. CAT. #R6017 OR EQUAL. I • FRONT VIEW POP TYPE VISUAL OPENINGS TRIM SIZE POP # MENU WIDTH LENGTH WIDTH SCORED LENGTH OVERALL LENGTH A 37 20.0 54.728 20.625 55.39 55.89 B 14 20.0 20.288 20.625 20.89 21.39 C 5 20.0 6.728 20.625 7.39 7.89 D 10 20.0 14.228 20.625 14.89 15.39 E 28 20.0 41.228 20.625 41.89 42.39 F 31 20.0 45.728 20.625 46.39 146.89 (" -2 l 4 N ro m N N i in :o i SIDE VIEW NOTE: GENERAL CONTRACTOR TO CONFIRM ANCHOR BOLT PATTERN WITH EQUIPMENT SUPPLIER PRIOR TO POURING FOUNDATION. P.O.P SIZE N (LUNCH) P.O.P SIZE o r (BREN(FAST) it 6' DIA. • 8.25' P.O.P SIZE "g" • 5.62 ' / 1. McDONALD'S ROAD SIGN AND BASE ARE BY THE SIGN CONTRACTOR. fs �* ai \ R= 11.625' `Z P.O.P SIZE "C" , 2. BASES, ANCHOR BOLTS, CONDUIT, AND WIRING FOR ALL OTHER ``' P.O.P SIZE "D" SIGNS ARE BY THE GENERAL CONTRACTOR._ - BLUE HIGHWAY PAINT BACKGROUND - 2 COATS (TYPICAL) - INTERNATIONAL SYMBOL OF ACCESSIBILITY APPLIED TO THE CENTER OF EACH REQUIRED HANDICAP SPACE WITH BLUE PAINT BACKGROUND AND WHITE PAINT FOR SYMBOL AND PERIMETER EDGE - 3" WIDE STRIPING - 2 COATS (TYPICAL) 2' -2 7/8' ROT SIZE N co m (U D i SIDE VIEW FRONT VIEW 90 -10 TRI -VIEW PRE -SELL BOARD 2.9 AMPS 11.7 SQ. FT. 1/2 " DIA. PWR. CONDUIT TO SPEAKER PEDESTAL 1 2 " DIA. PWR. CONDUIT FO DIRECTIONAL SIGNS & MENU BOARD ( ANCHOR / BOLTS: DIRECTIONAL SIGNS CONTRACTOR SHALL 4 3/4 " DIA. 0 VERIFY WITH SIGN M NU BOARD MANUFACTURER THE FULL THREAD ANCHOR BOLT SPACING NOTE: ALL ANCHOR GRADE 0 MENU BOARD BOLTS SHALL BE GALVANIZED. - PROP. CONC. PVMT. GRADE 0 DIR. SIGNS ALL EXPOSED CONCRETE SHALL HAVE CHAMFERED EDGES. NOTE: ALL CONDUIT TO BE MIN. 12" BELOW GRADE AND PROJECT 3" ABOVE FOUNDATION (4 5 BARS VERT. WW 4) #3 TIES 0 12" O.C. DIRECTIONAL SIGN BARS MENU BOARD BARS 'TIONAL SIGN FDN. MENU BOARD FND. 0 9 i 90 -45 TRI -VIEW ORDER BOARD 4.5 AMPS 43 SQ. FT. 4' -6' INT. SYMBOL OF ACCESSIBILITY 14 NTS I NOTES: "A" - CEMENT STABILIZED SAND PLACED BEFORE PIPE IS LAID UP TO FLOW LINE OF PIPE OR ABOVE - MINIMUM DEPTH 5 ". "B" - CEMENT STABILIZED SAND, THOROUGHLY RODDED, PLACED AFTER PIPE IS LAID. "C" - SELECT COMPACTED MATERIAL TO 1 FOOT BELOW PAVEMENT (SEE GEOTECHNICAL INVESTIGATION) SA SEWER BEDDING DE TAIL N.T.S. ■�I FIN. GRADE 0 0 I TO 1 GALV. STEEL SLEEVE :- W/ CAP 0 BOTTOM HANDICAP SIGN DETAIL nL NTS REMOVE VAN ACCESSIBILITY APPENDAGE FOR NON -VAN ACCESSIBILITY PARKS. 14.65" x 5.3" OPEN ARE FOR CONDUIT BASE PLATE /- 1/4 -20 SCREWS (10) BASECPLATE)ESTAL TO GENERAL NOTES it 6' DIA. • 8.25' N • 5.62 ' / 1. McDONALD'S ROAD SIGN AND BASE ARE BY THE SIGN CONTRACTOR. fs �* ai \ R= 11.625' `Z INT. SYMBOL OF ACCESSIBILITY 14 NTS I NOTES: "A" - CEMENT STABILIZED SAND PLACED BEFORE PIPE IS LAID UP TO FLOW LINE OF PIPE OR ABOVE - MINIMUM DEPTH 5 ". "B" - CEMENT STABILIZED SAND, THOROUGHLY RODDED, PLACED AFTER PIPE IS LAID. "C" - SELECT COMPACTED MATERIAL TO 1 FOOT BELOW PAVEMENT (SEE GEOTECHNICAL INVESTIGATION) SA SEWER BEDDING DE TAIL N.T.S. ■�I FIN. GRADE 0 0 I TO 1 GALV. STEEL SLEEVE :- W/ CAP 0 BOTTOM HANDICAP SIGN DETAIL nL NTS REMOVE VAN ACCESSIBILITY APPENDAGE FOR NON -VAN ACCESSIBILITY PARKS. 14.65" x 5.3" OPEN ARE FOR CONDUIT BASE PLATE /- 1/4 -20 SCREWS (10) BASECPLATE)ESTAL TO GENERAL NOTES it 1. McDONALD'S ROAD SIGN AND BASE ARE BY THE SIGN CONTRACTOR. CONDUIT AND WIRING ARE BY THE GENERAL CONTRACTOR. 2. BASES, ANCHOR BOLTS, CONDUIT, AND WIRING FOR ALL OTHER ``' SIGNS ARE BY THE GENERAL CONTRACTOR._ 3. LIGHTING FIXTURES, BASES, POLES, CONDUIT, AND WIRING ARE BY THE OWNER /OPERATOR. m 4. BASES FOR FLAGPOLES ARE BY THE GENERAL CONTRACTOR. ANCHOR BOLTS ARE BY THE FLAGPOLE SUPPLIER. 5. PROPOSED UTILITIES ARE SHOWN IN SCHEMATIC ONLY. EXACT LOCATIONS SHALL BE DETERMINED TO ALLOW FOR THE MOST N ECONOMICAL INSTALLATION. o 6. THE CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES Z TO DETERMINE EXACT POINT OF SERVICE CONNECTION AT EXISTING UTILITY. REFER TO THE BUILDING ELECTRICAL AND PLUMBING w DRAWINGS FOR UTILITY SERVICE ENTRANCE LOCATIONS, SIZES, AND Z CIRCUITING. zo o 7. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE BENCHMARK a O AND MUST BE VERIFIED BY THE GENERAL CONTRACTOR AT o: 3 GROUNDBREAK. w 8. FINISH WALK AND CURB ELEVATIONS SHALL BE 6" ABOVE FINISH w ° v PAVEMENT, UNLESS OTHERWISE NOTED ON PLANS. w 9. ALL LANDSCAPE AREAS SHALL BE ROUGH GRADED TO 6" BELOW a TOP OF ALL WALKS AND CURBS. FINISH GRADING, LANDSCAPING, cn AND SPRINKLER SYSTEMS ARE BY THE OWNER /OPERATOR. w 10. LOT LIGFTING CONCRETE FOOTINGS TO CONFORM WITH THE SOILS a REPORT RECOMMENDATIONS FOR THIS PARTICULAR SITE 11. TEXAS DEPARTMENT OF TRANSPORTATION n TRAFFIC PAINTWPT -8F WHITE PAINT, IS THE APPROVED LOT d• o STRIPING BE USED. 12. THE GENERAL CONTRACTOR SHALL RUN A ROTO - ROOTER Q ° r- THROUGH ALL SEWER LINES THAT CONNECT TO A CITY MAIN to > PRIOR TO OPENING DAY. w .- C4 PAVING SPECIFICATION % pFt��tt '�E 3" HOT ASPHALTIC MIX PER TXDOT ITEM 340,1993 STAND. SPEC. FOR CONSTR. OF HIGHWAYS, STREETS do BRIDGES. USE TYPE D SURFACE MIX. �EXIBI E BASE: ., •••• •..TF;t , y l 8" LIMESTONE « y� , ,. • � r t � * SURGRADIL ............................... ; KE CHEN 6' LIME STABILIZED SUBGRADE ((6% LIME BY DRY WEIG COMPACTED TO AT LEAST 95% MAX DRY DENSITY, : r' " ": " ..............: �.' " T O - TO +216 OF OPTIMUM MOISTURE CONTENT AS PER ASTM D -698. ASPHALT ALTERNATE l %. 79711 l 2 HOT ASPHALTIC MIX PER TXDOT ITEM 340,1993 STAND. SPEC. FOR CONSTR. OF HIGHWAYS, STREETS do BRIDGES. USE TYPE D SURFACE MIX. i / , L t L 01 0 FLEXIBLE mm 6" BLACK BASE + IP IS r 6 LIME STABILIZED SUBGRADE (15% LIME BY DRY WEIGHT) COMPACTED TO AT LEAST 95% MAX DRY DENSITY, TO -2% TO +2R OF OPTIMUM MOISTURE CONTENT AS PER ASTM D -698. QQN ALTERNATE 4000 PSI, 6" THICK CONCRETE (7" DUMPSTER AREA) WITH #3 REBAR AT 18' O.C.E.W. 6" LIME STABILIZED SUBGRADE (6% LIME BY DRY WEIGHT) COMPACTED TO AT LEAST 9596 MAX r- DRY DENSITY TO -2% TO -216 r OF OPTIMUM MOISTURE CONTENT AS PER ASTM D -698. rLQIE; 1. McDONALD'S ENGINEER RESERVES THE RIGHT TO REQUEST A COMPACTION u l AND /OR A CORE SAMPLE. IF TESTS PROVE CORRECT, PER ABOVE o N SPECIFICATION, TESTS WILL BE AT THE EXPENSE OF McDONALD'S, OTHERWISE G.C. WILL BE CHARGED. 2. GEOTECHNICAL RECOMMENDATIONS BASED ON SOILS REPORT 102100 D 0 BY BANDY AND ASSOCIATES, INC., DATED JUNE 14, 2002 SITE LIGHTING 0 z SECURITY LIGHTING SYSTEMS MODEL # ASB10DO- MH -DB -MT LAMP TYPE, WATTAGE: METAL HALIDE, 1000 WATT MOUNTING HEIGHT: 30' Z O o = NOTE: ALL FIXTURES TO BE INSTALLED TILTED AT A 30 DEGREE ANGLE. UNLESS OTHERWISE SPECIFIED. W M FINAL ADJUSTMENTS TO AIMING ANGLE /DIRECTION OF FIXTURES MAY BE REQUIRED TO ELIMINATE LIGHT TRESPASS OR GLARE ONTO Z ADJOINING PROPERTIES OR ROADWAYS. O N SITE DETAILS 0 0 3 Q = o PARKING INFORMATION (EXISTING) 0) TOTAL SPACES 34 SPACES 18' -O" X 9' -0" O 90 2 SPACES 18' -0" X 8' -0" O 90 • 3V M 3 SPACES 18' -0" X 9' -0" O 60 • UTILITY INFORMATION (EXISTING) W C3 �ir SIZE TYPE LOCATION O a SANITARY SEWER 4" ALONG NW PL. o w WATER 18" HWY. 6 STORM SEWER N/A SURFACE DRAIN ELECTRIC OHE HWY. 6 � GAS 6" HWY. 6 K. Chen E ]C]tgIl]Cl eering A D.M. of KC' UmW. Inc. cn �` Consulting Civil Engineers 61 9�� °• H°�'•I • 713.952.9994 j a LEGEND (PROPOSED) O' a ix i2 N SANI SEW GAS S S WATER S S N LOT LIGHT 0- 0 LP: 30 STO S EWER -ST ST ST ST- EXISTING ELEVATION 76.5 �' p E LECTRIC PROPOSED ELEVATION 77.0 U E E -E T TI T DRAINAGE ARROW -- PLAN SCALE: 1" = 20' STREET ADDRESS 2420 TEXAS AVENUE 0 CITY STATE STATUS D ATE BY COLLEGE STATION TEXAS PRELIMINARY COUNTY PLAN DRAWN c B RAZO S PLAN CHECKED REGIONAL DWG. NO KCE JOB # 0278 -01 � 42 - 028 - DRWG. TITLE: 0278DET SITE Of 7 # DEFORMED BARS (CONTINUOUS) io N� 0 6" „ 1/2 1 „ R (TYP) #3 DEFORMED BAR ® 18" O.C.E.W. a - n tR • . 1/4 "DIA �� " 1 i 10 ELEVATI PLAN DOWEL CLIP D ETAIL 12" 3 10" 1 (REFER TO PAVING u PAVINGSPECIFICATIONS FOR DETAIL) COMPACTED SUBGRADE NOTES: 1. WHEN CONCRETE CURB IS TO BE PLACED 2. FINISH TO BE ACCOMPLISHED BY ON EXISTING CONCRETE BASE, PLACE 3 FLOATING, STEEL TROWELING AND THEN DEFORMED BARS ® 18" CENTERS, 10" LONG BRUSHING. HAND FINISH NOT REQUIRED DOWELED AND SET IN SULFUR OR QUICK WHEN CURB IS POURED BY A MACHINE, SETTING CONCRETE. BUT CURB WILL HAVE THE SAME OUTSIDE DIMENSIONS, AND HAVE A BRUSHED FINISH. TYPICAL CURB ON CONCRETE PAVING SECTION 3�A NTS NOTES: 1. CONTROL JOINTS TO BE PLACED A MAXIMUM OF 20' BETWEEN EXPANSION JOINTS. JOINT SEALANT SAW CUT 1/4" WIDE x 1/4 (SONOLASTIC SR -1) DEPTH OF PAVEMENT / REINFORCEMENT ' v " CONTROL JOINT DETAIL NTS STEEL TO MEET ASTM A -615, UNITS TO BE SPACED ON 12" CENTERS. EXPANSION JOINTS TO BE PLACED AT THE END OF EACH CURB RADIUS AND SPACED A MAXIMUM OF 40' APART. 18" NTS JOINT SEALANT SAW CUT 1/4" WIDE x 1/4 (SONOLASTIC SR -1) THICKNESS OF PAVEMENT REINFORCEMENT (TO BE DISCONTINUED ® JOINTS) i 1/4" R " D /2 4 . METAL CONSTRUCTION JOINT \ �_3/4 - DIA. SMOOTH DOWEL BAR (18 ") LONGITUDINAL JOINT DETAIL NTS 6" P.C.C. DEPRESSED CURB CURB RAMP SURFACE 2" 2" F I 6 ., 6 „ -JOINT SEALANT (SONOLASTIC SR -1) 1/4 R NAIL DOWEL CLIP TO REDWOOD EXPANSION JOINT • 26 GA. STEEL TUBE (DIPPED IN ASPHALT) OR PLASTIC CAP -LOOSE FIT 3/4" DIA SMOOTH BAR 1" REDWOOD EXPANSION JOINT FILLER 1 1/2" EXPANSI r NTS LJ, EJ, CJ @ CURB RADIUS (TYP.) NTS 6" LIME STABILIZED SUBGRADE. HYDRATED LIME SHOULD BE 3" MIXED WITH THE UPPER 8" OF SCARIFIED SUBGRADE SOILS AT A RATE OF 47. BY DRY WEIGHT. LIME PLACEMENT AND MIXING OPERATIONS SHOULD BE PERFORMED IN GENERAL ACCORDANCE LIGHT REFELECTIVE STAIN WITH TXDOT ITEM 260. AFTER PROPER CURING TIME, THE LIME ON RPIPS PER TAS 4.7.4 ( 2) STABILIZED SOILS SHOULD BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D 698). PAVEMENT S/W _ ' S LOPE o - -® ui CONCRETE—CURB TYPICAL ON ASPHWLfi N NTS GROOVES ON RAMP 1/4" VA RIES DEEP, 3/4" WIDE, SPACED 2 INCHES APART PLAN H - A CCESS R AM P NTS REFER TO CURB DETAIL THIS SHEET FINISH GRADE GREASE INTER 93X1.33X2X1.5X3.0 =1113.21 - III WATER DEMAND 4" THICK CONC. WALK (4000 P.S.I.) 4" SAND BASE 6 "x6 "- W1.4xW1.4 W.W.F. SIDEWALK 0 NTS 1/2" PRE -MS' DEDEXP. JOINT JOINT FILLER, PER ASTM D -1751, "FLEXCELL" AS MANUFACTURED BY CELOTEX OR APPROVED EQUAL. SLOPE 1/8 PER REFER TO CURB FT. MIN. DETAIL THIS SHEET FINISH GRADE •• ti :,, ;T •, ;., - -.:. >;Y,<;N.- 4" THICK CONC. WALK :.; (4000 P.S.I.) 4" SAND BASE —111 - =1 6"x6 "- W1.4xW1.4 W.W.F. SIDEWALK AT BUILDING NTS FINISH GRADE PVMT. DIMENSIONS REFER TO THIS POINT 2' -0' 1" RADIUS TYP. 6 2' P.C.C. CURB & GUTTER PAVEMENT ELEVATIONS I REFER TO THIS POINT N . +' BASE AS SPECIFIED STABILIZED (1) #3 CONT., TYP. NOTE: THE EXPANSION JOINT W FLEXCELL FILLER LOCATION MATCH CONIC. PVMT C OR AT 40 APART MAX. CONCRETE CURB & GUTTER 30 NOTES: 1. WHEN CONCRETE CURB IS TO BE PLACED ON EXISTING CONCRETE BASE, PLACE #3 DEFORMED BARS ® 18" CENTERS, 10" LONG DOWELED AND SET IN SULFUR OR QUICK SETTING CONCRETE. 2. FINISH TO BE ACCOMPLISHED BY FLOATING, STEEL TROWELING AND THEN BRUSHING. HAND FINISH NOT REQUIRED WHEN CURB IS POURED BY A MACHINE, BUT CURB WILL HAVE THE SAME OUTSIDE DIMENSIONS, AND HAVE A BRUSHED FINISH. TOP OF CURB #3 BAR CONTINUOUS �r TOP D OF E R SLAB NTS M SCARIFY THE CONCRETE HDCP RAMP SLOPES SURFACE AS PER TAS NOT TO EXCEED 1:12 REQUIREMENTS (PER TAS REQ MTS.) 4000 P.S.I. CONC. BUILDING GROOVES QN RAMP 1�4" LIGHT RELECTIVE STAIN DEEP, 3 4 WIDE S ACED ON RAMPS PER TAS 4.7.4 2 INCH VS APART. LIGHT REFLECTIVE STAIN SL_O SLOPE' ON RAMPS PER AS 4.7.4 DEPRESSED „ CURB 6'-0” 5'-0 60-0" CURB EDGE SIDEWALK 4" WIDE STRIPE PAINTED YELLOW SPACING PER TAS PLAN HANDICAPPED PARKING AND RAMP DETAIL NTS PROPERTY LINE 6' LONG PRECAST CONC. WHEELSTOP W/ (2) f4 BARS CONT. V -9 LONG PARKING SURFACE & BASE AS SPECIFIED CONC. WHEEL STOP i2 N.T.S, DRIVE 24" THAN K 24" N N TH R U 24" YO U 24" PAINTED TRAFFIC ARROWS 13 N.T.S. 3" HOT MIXED ASPHALTIC CONCRETE, TxDOT ITEM 340, TYPE D 8" LIMESTONE 6" LIME STABILIZED -'- SUB GRADE (6% LIMESTONE BY DRY WEIGHT) PROPOSED CURB .. 1 10" 2' -0" CONCRETE PVMT. TO ASPHALT PVMT. DETAIL NTS ifl 8" LIMESTONE 6" LIME STABILIZED SUBGRADE (6% LIME BY DRY WEIGHT) COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE STANDARD PROCTOR MAX. DRY TO -2% TO +2% OF OPTIMUM MOISTURE CONTENT PER ASTM D 698. TYPICA ASPHA PAVEMENT n NTS v PROPOSED ASPHALT PAVEMENT 2 " ""T MIXED ASPHALT CONCRETE ( TxDOT ITEM 340) GENERAL NOTES s" 1/2 3 DEFORMED ELEVATION AIRS (CONTINUOUS) 3 „ R (TYP) NTS N #3 DEFORMED BAR 3” HOT MIXED ASPHALT CONCRETE (TYPE D) • ® 18 OC AS OUTLINED IN THE 1993 EDITION OF THE STANDARD 0 o SPECIFICATIONS FOR CONSTRUCTION OF HIGHWAYS STREETS BASES, ANCHOR BOLTS, CONDUIT, AND WIRING FOR ALL OTHER AND BRIDGES. HANDICAP RAMP SLOPES NOT TO EXCEED 1:12 N SIGNS ARE BY THE GENERAL CONTRACTOR._ 8" LIMESTONE PER ADA REQ'MTS. ( ) / SURF E AS PER A A E 3. LIGHTING FIXTURES, BASES, POLES, CONDUIT, AND WIRING ARE BY THE OWNER /OPERATOR. REQUIREMENTS -JOINT SEALANT (SONOLASTIC SR -1) 1/4 R NAIL DOWEL CLIP TO REDWOOD EXPANSION JOINT • 26 GA. STEEL TUBE (DIPPED IN ASPHALT) OR PLASTIC CAP -LOOSE FIT 3/4" DIA SMOOTH BAR 1" REDWOOD EXPANSION JOINT FILLER 1 1/2" EXPANSI r NTS LJ, EJ, CJ @ CURB RADIUS (TYP.) NTS 6" LIME STABILIZED SUBGRADE. HYDRATED LIME SHOULD BE 3" MIXED WITH THE UPPER 8" OF SCARIFIED SUBGRADE SOILS AT A RATE OF 47. BY DRY WEIGHT. LIME PLACEMENT AND MIXING OPERATIONS SHOULD BE PERFORMED IN GENERAL ACCORDANCE LIGHT REFELECTIVE STAIN WITH TXDOT ITEM 260. AFTER PROPER CURING TIME, THE LIME ON RPIPS PER TAS 4.7.4 ( 2) STABILIZED SOILS SHOULD BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D 698). PAVEMENT S/W _ ' S LOPE o - -® ui CONCRETE—CURB TYPICAL ON ASPHWLfi N NTS GROOVES ON RAMP 1/4" VA RIES DEEP, 3/4" WIDE, SPACED 2 INCHES APART PLAN H - A CCESS R AM P NTS REFER TO CURB DETAIL THIS SHEET FINISH GRADE GREASE INTER 93X1.33X2X1.5X3.0 =1113.21 - III WATER DEMAND 4" THICK CONC. WALK (4000 P.S.I.) 4" SAND BASE 6 "x6 "- W1.4xW1.4 W.W.F. SIDEWALK 0 NTS 1/2" PRE -MS' DEDEXP. JOINT JOINT FILLER, PER ASTM D -1751, "FLEXCELL" AS MANUFACTURED BY CELOTEX OR APPROVED EQUAL. SLOPE 1/8 PER REFER TO CURB FT. MIN. DETAIL THIS SHEET FINISH GRADE •• ti :,, ;T •, ;., - -.:. >;Y,<;N.- 4" THICK CONC. WALK :.; (4000 P.S.I.) 4" SAND BASE —111 - =1 6"x6 "- W1.4xW1.4 W.W.F. SIDEWALK AT BUILDING NTS FINISH GRADE PVMT. DIMENSIONS REFER TO THIS POINT 2' -0' 1" RADIUS TYP. 6 2' P.C.C. CURB & GUTTER PAVEMENT ELEVATIONS I REFER TO THIS POINT N . +' BASE AS SPECIFIED STABILIZED (1) #3 CONT., TYP. NOTE: THE EXPANSION JOINT W FLEXCELL FILLER LOCATION MATCH CONIC. PVMT C OR AT 40 APART MAX. CONCRETE CURB & GUTTER 30 NOTES: 1. WHEN CONCRETE CURB IS TO BE PLACED ON EXISTING CONCRETE BASE, PLACE #3 DEFORMED BARS ® 18" CENTERS, 10" LONG DOWELED AND SET IN SULFUR OR QUICK SETTING CONCRETE. 2. FINISH TO BE ACCOMPLISHED BY FLOATING, STEEL TROWELING AND THEN BRUSHING. HAND FINISH NOT REQUIRED WHEN CURB IS POURED BY A MACHINE, BUT CURB WILL HAVE THE SAME OUTSIDE DIMENSIONS, AND HAVE A BRUSHED FINISH. TOP OF CURB #3 BAR CONTINUOUS �r TOP D OF E R SLAB NTS M SCARIFY THE CONCRETE HDCP RAMP SLOPES SURFACE AS PER TAS NOT TO EXCEED 1:12 REQUIREMENTS (PER TAS REQ MTS.) 4000 P.S.I. CONC. BUILDING GROOVES QN RAMP 1�4" LIGHT RELECTIVE STAIN DEEP, 3 4 WIDE S ACED ON RAMPS PER TAS 4.7.4 2 INCH VS APART. LIGHT REFLECTIVE STAIN SL_O SLOPE' ON RAMPS PER AS 4.7.4 DEPRESSED „ CURB 6'-0” 5'-0 60-0" CURB EDGE SIDEWALK 4" WIDE STRIPE PAINTED YELLOW SPACING PER TAS PLAN HANDICAPPED PARKING AND RAMP DETAIL NTS PROPERTY LINE 6' LONG PRECAST CONC. WHEELSTOP W/ (2) f4 BARS CONT. V -9 LONG PARKING SURFACE & BASE AS SPECIFIED CONC. WHEEL STOP i2 N.T.S, DRIVE 24" THAN K 24" N N TH R U 24" YO U 24" PAINTED TRAFFIC ARROWS 13 N.T.S. 3" HOT MIXED ASPHALTIC CONCRETE, TxDOT ITEM 340, TYPE D 8" LIMESTONE 6" LIME STABILIZED -'- SUB GRADE (6% LIMESTONE BY DRY WEIGHT) PROPOSED CURB .. 1 10" 2' -0" CONCRETE PVMT. TO ASPHALT PVMT. DETAIL NTS ifl 8" LIMESTONE 6" LIME STABILIZED SUBGRADE (6% LIME BY DRY WEIGHT) COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE STANDARD PROCTOR MAX. DRY TO -2% TO +2% OF OPTIMUM MOISTURE CONTENT PER ASTM D 698. TYPICA ASPHA PAVEMENT n NTS v PROPOSED ASPHALT PAVEMENT 2 " ""T MIXED ASPHALT CONCRETE ( TxDOT ITEM 340) GENERAL NOTES t3 a 1. McDOWD S ROAD SIGN AND BASE ARE BY THE SIGN CONTRACTOR, 1 2. CONDUIT AND WIRING ARE BY THE GENERAL CONTRACTOR. ce BASES, ANCHOR BOLTS, CONDUIT, AND WIRING FOR ALL OTHER '� SIGNS ARE BY THE GENERAL CONTRACTOR._ 3. LIGHTING FIXTURES, BASES, POLES, CONDUIT, AND WIRING ARE BY THE OWNER /OPERATOR. 4. BASES FOR FLAGPOLES ARE BY THE GENERAL CONTRACTOR. ANCHOR r m BOLTS ARE BY THE FLAGPOLE SUPPLIER. 5. PROPOSED UTILITIES ARE SHOWN IN SCHEMATIC ONLY. EXACT LOCATIONS SHALL BE DETERMINED TO ALLOW FOR THE MOST `~ ECONOMICAL INSTALLATION, 6. THE CONTRACTOR SHALL COORDINATE WITH ALL o z UTTUTY COMPANIES TO DETERMINE EXACT POINT OF SERVICE CONNECTION AT EXISTING fe R z DRAWINGSFOR UTILITY SERVIICE LOCATIONS, SIZES, AND w CIRCUITING. z w 7. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE BENCHMARK a 0 A MUST BE VERIFIED BY THE GENERAL CONTRACTOR AT 3 GROUNDBREAK. m N 5 8. FINISH WALK AND CURB ELEVATIONS SHALL BE 6" ABOVE FINISH o v m PAVEMENT, UNLESS OTHERWISE NOTED ON PLANS. w W 9. ALL LANDSCAPE AREAS SHAM BE ROUGH GRADED TO 6" BELOW CL Li N AND SPRINKLER SYSTEMS BY THE OWNER/OPERATOR m 10. LOT LIGHTING CONCRETE FOOTINGS TO CONFORM WITH THE SOILS CL REPORT RECOMMENDATIONS FOR THIS PARTICULAR SITE. 11. TEXAS DEPARTMENT OF TRANSPORTATION TRAFFIC PAINT WPT-8F WHITE PAINT, IS THE APPROVED a o LOT STRIPING TO BE USED. ¢ � 12. THE GENERAL CONTRACTOR SHALL RUN A ROTO - ROOTER o 0 THROUGH ALL SEWER UNES THAT CONNECT TO A CITY MAIN PRIOR TO OPENING DAY. > W .- N PAVING SPECIFICATION � OF 3 T ASPHALTIC MIX PER TXDOT ITEM 340,1993 STAND. SPEC. FOR CONSTR. OF HIGHWAYS, STREETS & BRIDGES. USE TYPE D SURFACE MIX. 8" UMESTONE ; ��P•�E • .. • ' •.� f �BADL * • f ::............................ � 6 LIME STABILIZED SUBGRADE X UME BY DRY WEIGHTS COMPACTED TO AT LEAST 95X Q X DRY DENSITY, TO -z96 TO +27G � , KE CHEN "' OF OPTIMUM MOISTURE CONTENT AS PER ASTM D -698. • 79711 QPHAl T AI T RNATE f 2 HOT ASPHALTIC MIX PER TXDOT ITEM 340,1993 STAND. SPEC. FOR CONSTR. OF HIGHWAYS, STREETS do BRIDGES. USE TYPE D SURFACE MIX. F I EXIRI F RBCF• I t ;i / "' "' '• 6" BLACK BASE M UMMTABIUZED ?/v Si 6 SUBGRADE ((6X UME BY DRY WEIG COMPACTED TO AT LEAST 95X <aAX DRY DENSITY, TOX TO +2X OIF OPTIMUM MOISTURE CONTENT A§ PER ASTM D -698. CONCRETE A] TERINATE 4000 PSI, 6" THICK CONCRETE (7" DUMPSTER AREA) WITH #3 REBAR AT 18' O.C.E.W. 6" UME STABILIZED SUBGRADE (6X UME BY DRY WEIGHT) .- COMPACTED TO AT LEAST 95X MAX DRY DENSITY TO -296 TO -2X OF OPTIMUM MOISTURE CONTENT AS PER ASTM D -698. 4 n 'ATE' n I. MCDONALD'S ENGINEER RESERVES THE RIGHT TO REQUEST A COMPACTION I AND /OR A CORE SAMPLE. IF TESTS PROVE CORRECT, PER ABOVE SPECIFICATION, TESTS WILL BE AT THE EXPENSE OF McDONALD'S, r N OTHERWISE G.C. WILL BE CHARGED. 2. GEOTECHNICAL RECOMMENDATIONS BASED ON SOILS REPORT 102100 ao BY BANDY AND ASSOCIATES, INC., DATED JUNE 14, 2002 0 SITE LIGHTING O O SECURITY LIGHTING SYSTEMS MODEL # ASS1000- MH -DB -MT LAMP TYPE, WATTAGE: METAL HALIDE, 1000 WATT MOUNTING , HEIGHT: 30' z NOTE: ALL FIXTURES TO BE INSTALLED TILTED AT 30 DEGREE ANGLE. UNLESS OTHERWISE SPECIFIED. FINAL ADJUSTMENTS TO AIMING ANGLE /DIRECTION OF FIXTURES MAY W M o A BE REQUIRED TO EUMINATE LIGHT TRESPASS OR GLARE ONTO O ADJOINING PROPERTIES OR ROADWAYS. zz N PAVING DETAILS 0 3 Q � = a rn PARKING INFORMATION (EXISTING) TOTAL 3 4 SPACES 18' -0" X 9' -O" o 90 • SPACES p 2 SPACES 18' -0" X 8' -0" @ 90 • 3 � n M 3 SPACES 18' -0" X 9' -0" fD 60 • UTILITY INFORMATION (EXISTING) cn W V 0 w o a SIZE TYPE LOCATION SANITARY SEWER 4" ALONG NW PL. o WATER 18" H WY. 6 STORM SEWER N/A SURFACE DRAIN ELECTRIC OHE HWY. 6 8 GAS 6" H WY. 6 K. Che E Il11gIlneeri i r g A Melon of KC United, km Consul in Civil En insets o1 °t S�ov�ooyyr SuRs 310, Ha don, Te e. 77o3o 9 9 Pboee: 71.952.5666 Foy 713.952.9994 m a ?� w 3 W �j� a a � Q LEGEND (PROPOSED) z Q i uj S ANIT ARY SEW GAS S S _w „. WA ,.. _ � -- LOT LIGHT 0'0 LP: 30 EXISTING ELEVATION 76.5 5 (L a z OI --- 11 W —ST ST SEW ST— E----- E E E_E PROPOSED ELEVATION F77_._01 V T T T T T DRAINAGE ARROW —" PLAN SCALE: 1" = 20' STREET ADDRESS 2420 TEXAS AVENUE o CITY STATE STATUS DATE BY COLLEGE STATION TEXAS PREUMINARY COUNTY PLAN DRAWN B RAZO S PLAN CHECKED REGIONAL DWG. NO KCE JOB # 0278 -01 C DRWG. TI • E♦ 42 ®289 0278DET PAV of 7 r C ONCRETE • L 40 31 laa 8LZO • _ 9 0 :31LLL 'Om0 6830 1.0-8LZ0 # 80f 3011 ON 'oma IVN0153U a3W03HO NVId SOZVHEI • . . •.. NtA NVId A1Nnoo AMVNIWn38d SV"ASJ. N O I1dJ.S 303=1100 31d1S J1110 A8 31da Snl`diS I § 1 9 g 3 n N3" S OZtFZ l ei .OZ = . 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MONUMENTATION (BENCHMARK) AS SHOWN. 2. THE UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEE THAT THE UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE EXACT LOCATION OF ALL UTILITIES SHALL BE FIELD VERIFIED BY CONTRACTOR BEFORE ANY ON SITE CONSTRUCTION ACTIVITY. IF ANY CONFLICTS EXIST BETWEEN THE DRAWINGS AND FIELD CONDITIONS, THE ENGINEER AND THE OWNER SHALL BE NOTIFIED IMMEDIATELY. 3. FIELD SURVEY COMPLETED BY CIVIL CONCEPTS INC. DEMOLITION NOTES 1. CONTRACTOR IS RESPONSIBLE FOR PROPERLY REMOVING AND DISPOSING OFF ALL ITEMS TO BE DEMOLISHED. 2. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED FOR DEMOLITION BY LOCAL GOVERNING AUTHORITY. 3. CONTRACTOR TO CONTACT LOCAL ELECTRIC COMPANY BEFORE BEGINNING DEMOLITION OF ALL. OVERHEAD AND UNDERGROUND POWER. 4. CONTRACTOR TO CONTACT LOCAL GAS COMPANY BEFORE BEGINNING DEMOLITION OF ALL EXISTING GAS LINES. 5. PRIOR TO STARTING CONSTRUCTION- CONTRACTOR TO VERIFY WITH McDONALD'S WHICH, IF ANY, EXISTING TREES ARE TO REMAIN. 6. EXISTING LIGHTS TO REMAIN WILL BE DETERMINED BY OPERATOR. 7. CONTRACTOR TO COORDINATE WITH OPERATOR CONCERNING EXISTING TREES IN ROW. " AREA GREASE INTERCEPTOR 93X1.33X2X1.5X3.0a1113.21 WATER DEMAND MONTHLY AVE 104,000 GALLONS [_ CAUTION ! i " 40 a ' UNDERGROUND UTILITY LEGEND COORDINATING COMMITTEE EXISTING ® PAY PHONE -mow- McDONALD'S SIGN ® TRAFFIC CONTROL BOX ® TRAFFIC SIGNAL POLE- IRRIGATION VALVE 0--- LIGHT STANDARD o GAURD POST WATER METER Q TELEPHONE PEDESTAL POWER POLE v GUY WIRE �- STREET SIGN Qj GAS VALVE GAS METER C CLEAN OUT GREASE TRAP FIRE HYDRANT I. R. IRON ROD FND. FOUND J. C. O. P. R. R. P. JEFFERSON COUNTY OFFICIAL PUBLIC RECORDS REAL PROPERTY CONC, CONCRETE [_ CAUTION ! i " 40 a ' UNDERGROUND UTILITY 1- 800 - 245 -4545 COORDINATING COMMITTEE CITY OF COLLEGE STATION (ELECTRIC) (979) 764 -3438 VERIZON TELEPHONE (888) 483 -5600 ONCA (GAS) (979) 774 -2506 S63 0 57'34 "E 21.32' T 3 5' PRIVATE ESMT, CONVEYED TO ENSERCH CO. VOL. 369, PG, 137, B. C. D. R. TRENCH SAFETY NOTE: IF ANY TRENCH ON THIS JOB SITE, INCLUDING OPEN EXCAVATIONS WHOSE DIMENSIONS CAUSE THEM TO BE CONSIDERED TRENCHES BY OSHA, REGARDLESS OF WHETHER FOR THE INSTALLATION OF UTILITIES, FOUNDATIONS OR ANY OTHER SITE ELEMENT, IS EQUAL TO OR GREATER THAN 5.00' IN -DEPTH, THEN THE CONTRACTOR SHALL NOT PERFORM ANY TRENCHING ON THIS SITE UNTIL HE HAS FIRST OBTAINED DETAILED PLANS AND SPECIFICATIONS FOR TRENCH SAFETY SYSTEMS CONFORMING TO OSHA REQUIREMENTS. SUCH PLANS AND SPECIFICATIONS SHALL BE PREPARED BY A REGISTERED PROFESSIONAL ENGINEER EMPLOYED BY OR CONTRACTED BY THE CONTRACTOR AND SHALL BE CONSIDERED A PART OF THE CONTRACTOR'S MEANS AND METHODS OF CONSTRUCTION. THE PROJECT ARCHITECT AND PROJECT ENGINEER ASSUME NO RESPONSIBILITY FOR THE CONTRACTOR'S MEANS AND METHODS OF CONSTRUCTION. IF THIS PROJECT IS OFFERED FOR BID, THE BIDS MUST CONTAIN A SEPARATE UNIT PRICE PAY ITEM FOR TRENCH SAFETY. 10' PUBLIC ESMT, TO THE CITY OF COLLEGE STATION VOL. 304, PG, 70, B. C. D. R. w EXISTING LOT LIGHT r" BASE TO BE °o' REMOVED �J EXISTING FLUME \ \/ TO REMAIN SAVE & EXCEPT 0.036 ACRES CONVEYED TO TEXAS DEPARTMENT OF TRANSPORTATION C. F. NO, 0734671, B. C. 0. P. R, R. P. � -W SE SEVEN 691, O, P, B. C. �LG C_ 1 EXISTING LOT LIGHT BASES TO BE REMOVED EXISTING SIGN TO REMAIN •18' WATER, LINE SEE NOTE H 6 EXISTING FLUME TO REMAIN TO REMAIN ED DURING TO REMAIN ED DURING LOT 3 PARKWAY PLAZA, PHASE SEVEN VOL, 479, PG. 691, O, R ZONING C -1. FND, 1/2' I. R. SAN. SWR. M. H. TOP 285. 37 NW 4' PIPE FL 282,57 SW 6' PIPE FL 282.17 SET 'X' IN CONC. r SCALE: 1"=20' 0 10 20 30 40 ■ a V ■ ib■ ALL eM ARE TO FACE OF CUR NLESS OTHERWISE NOTED. BENCHMARK: CITY OF COLLEGE STATION BENCHMARK NO. 120 ELEVATION: 301.34' TBM: "X" ON TOP OF INLET AT THE SOUTHWEST CORNER OF PROPERTY. ELEVATION: 284.81' F.I.R.M. ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INSURANCE MAP NO. 480083 -0144 C, DATED JULY 2, 1992. THE SUBJECT PROPERTY LIES WITHIN ZONE "X" (UNSHADED), AREAS DETERMINED TO BE OUTSIDE THE 500 YEAR FLOOD PLAIN. SUBMITTAL DATE: 01 -10 -2003 GENERAL NOTES 1. McDONALD'S ROAD SIGN AND BASE ARE BY THE SIGN CONTRACTOR. CONDUIT AND WIRING ARE BY THE GENERAL CONTRACTOR. w 2. BASES, ANCHOR BOLTS, CONDUIT, AND WIRING FOR ALL OTHER SIGNS ARE BY THE GENERAL CONTRACTOR. 3. LIGHTIN FIXTURES, BASES, POLES, CONDUIT, AND WIRING ARE BY THE OWNER�OPERATOR. >' m 4. BASES FOR FLAGPOLES ARE BY THE GENERAL CONTRACTOR. ANCHOR BOLTS ARE BY THE FLAGPOLE SUPPLIER. 5. PROPOSED UTILITIES ARE SHOWN IN SCHEMATIC ONLY. EXACT 04 LOCATIONS SHALL BE DETERMINED TO ALLOW FOR THE MOST ECONOMICAL INSTALLATION. z 6. THE CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES TO DETERMINE EXACT POINT OF SERVICE CONNECTION AT EXISTING UTILITY. REFER TO THE BUILDING ELECTRICAL AND PLUMBING w DRAWINGS FOR UTILITY SERVICE ENTRANCE LOCATIONS, SIZES, AND w m CIRCUITING. o :2 o m 7. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE BENCHMARK CL v 3 AND MUST BE VERIFIED BY THE GENERAL CONTRACTOR AT x w GROUNDBREAK. E W 5 8. FINISH WALK AND CURB ELEVATIONS SHALL BE 6" ABOVE FINISH ° x PAVEMENT, UNLESS OTHERWISE NOTED ON PLANS. w 9. ALL LANDSCAPE AREAS SHALL BE ROUGH GRADED TO 6" BELOW a TOP OF ALL WALKS AND CURBS. FINISH GRADING, LANDSCAPING, cn AND SPRINKLER SYSTEMS ARE BY THE OWNER /OPERATOR. w 10. LOT LIGHTING CONCRETE FOOTINGS TO CONFORM WITH THE SOILS REPORT RECOMMENDATIONS FOR THIS PARTICULAR SITE. 11. TEXAS DEPARTMENT OF TRANSPORTATION M TRAFFIC PAINTjWPT -8F WHITE PAINT, IS THE APPROVED o LOT STRIPING BE USED. ¢ N 12. THE GENERAL CONTRACTOR SHALL RUN A ROTO - ROOTER THROUGH ALL SEWER LINES THAT CONNECT TO A CITY MAIN to PRIOR TO OPENING DAY. w N PAVING SPECIFICATION CO OF HIGHWAYS, STREETS S & BRIDGES. USE TYPE D S PEC. URFACE MIX. �,,�P•�E OF � F1 FXIBI F BaF-- �j • ' ••; t 8" LIMESTONE SL ff aRADL- .. t 6" LIME STABILIZED SUBGRADE (6% LIME BY DRY WEIGHT r •,,,, KE COMPACTED TO AT LEAST 95% MAX. RY DENSITY, TO -2% TO +2X 79711 • .•'. OF OPTIMUM MOISTURE CONTENT AS PER ASTM D -698. ASPHALT A =NATE �� = !A � 2 HOT ASPHALTIC MIX PER TXDOT ITEM 340,1993 STAND. SPEC. FOR ii �0 L rr'' CONSTR. OF HIGHWAYS, STREETS do BRIDGES. USE TYPE D SURFACE MIX. Z t FLEXIBLE RASF__ y� 6" BLACK BASE S C.�8611L* 6" LIME STABILIZED SUBGRADE ((6X LIME BY DRY WEIG COMPACTED TO AT LEAST 95% MAX DRY DENSITY, TO x TO +296 OF OPTIMUM MOISTURE CONTENT AS - PER ASTM D -698. CONCRETE ALTERNATE 4000 PSI, 6" THICK CONCRETE (7" DUMPSTER AREA) WITH #3 REBAR AT 18' O.C.E.W. 6" LIME STABILIZED SUBGRADE (6% LIME BY DRY WEIGHTS COMPACTED TO AT LEAST 95X MAX DRY DENSITY TO -296 TO -2% OF OPTIMUM MOISTURE CONTENT AS PER ASTM D -698. NQM 1. McDONALD'S ENGINEER RESERVES THE RIGHT TO REQUEST A COMPACTION I AND /OR A CORE SAMPLE. IF TESTS PROVE CORRECT, PER ABOVE 60 SPECIFICATION, TESTS WILL BE AT THE EXPENSE OF McDONALD'S, UO N OTHERWISE G.C. WILL BE CHARGED. ao 2. GEOTECHNICAL RECOMMENDATIONS BASED ON SOILS REPORT 102100 ® o BY BANDY AND ASSOCIATES, INC., DATED JUNE 14, 2002 SITE LIGHTING o w 7.. SECURITY LIGHTING SYSTEMS MODEL # ASB1000- MH -DB -MT N LAMP TYPE, WATTAGE: METAL HALIDE, 1000 WATT Z o MOUNTING HEIGHT: 30' O = NOTE: ALL FIXTURES TO BE INSTALLED TILTED AT W C A 30 DEGREE ANGLE. UNLESS OTHERWISE SPECIFIED. FINAL ADJUSTMENTS TO AIMING ANGLE /DIRECTION OF FIXTURES MAY Z BE REQUIRED TO ELIMINATE LIGHT TRESPASS OR GLARE ONTO ADJOINING PROPERTIES OR ROADWAYS. O cn cn DEMOLITION PLAN 0 3 to PARKING INFORMATION (EXISTING) ® TOTAL 34 SPACES 18' -0" X 9' -0" 0 90 SPACES 2 SPACES 18' -0" X 8' -0" 0 90 • 4 n 3 SPACES 18' -0" X 9' -0" 0 60 e UTILITY INFORMATION (EXISTING) w W SIZE TYPE LOCATION o a SANITARY SEWER 4" ALONG NW PL. WATER 18" H WY. 6 STORM SEWER N/A SURFACE DRAIN o ELECTRIC OHE HWY. 6 GAS 6" HWY. 6 K. Chen Engli ce ding A Wdon of KC United, Ina Kn 8 W J Civil E °1 °� • Suite ago, Hou Texas n Consulting 9 Pnon�.oaz.eees Fax:713.Oti2.00>a4 0 IK Q LEGEND (PROPOSED) � W v 0 CL 5: S SANI SEW S _G GAS Q < Z WA-TER _ LOT LIGHT 0 '0 LP: 30 Z 5 0 '•, STO S EWER EXISTING ELEVATION 76.5 n' O -ST V E LECTRIC T ST- PROPOSED ELEVATION 77.0 E E E -E T T I EL.EP HONT T DRAINAGE ARROW -- PLAN SCALE: 1" = 20' STREET ADDRESS Ei 2420 TEXAS AVENUE I Iw.I§ C � CITY STATE STATUS DATE BY COLLEGE STATION TEXAS PRELIMINARY COUNTY PLAN tNtAWN B RAZO S PLAN CHECKED REGIONAL DWG. NO KCE JOB # 0278 -01 C=7 420289 DRWG. TITLE: 0278DEMO.DWG Of 7 R 'x ® CONSTRUCT 7 THICK 4000 PSI CONCRETE PAD W /fr3 BARS ® 18" O.C.E.W. ® MASONRY TRASH ENCLOSURE PER DETAIL SHEET C -6 DETECTOR LOOP PER DETAIL SHEET C -4. ® INSTALL OUTDOOR LIGHTING, REFER TO SITE LIGHTING THIS SHEET AND SHEET C -4 FOR DETAILS. INSTALL GUARD POST PER DETAIL SHEET C -6. ® CONSTRUCT WHEEL STOPS PER DETAIL SHEET C -5. ® PAINTED TRAFFIC ARROWS AND LETTERING PER DETAIL SHEET C -5. ® PAINT INTERNATIONAL SYMBOL OF ACCESSIBILITY PER DETAIL SHEET C -4. ® LANDSCAPE AREA. 4" WIDE WHITE PAINTED LOT STRIPING (TYPICAL). ® ABRASIVE TILE ENTRY ' Wx 5' DOORS TO HAVE 1/2" MAX. THRESHOLD PER ADA NOT USED �� 0 PEDESTRIAN SAFETY HANDRAIL (2 - 0. 3' HIGH, PAINTED YELLOW) 0 1500 GALLON GREASE TRAP PER DETAIL SHEET C -4. (SEE C -3 FOR LOCATION) ® CONSTRUCT DRIVEWAY PER DRIVEWAY DETAIL, SHEET C -5 9 (NOT USED). 0 SAWCUT AND CONNECT PROPOSED PAVEMENT TO EXISTING PAVEMENT. ING WITH CONSTRUCTION FOR NECESSARY PLAN OR GRADE CHANGES. NO EXTRA .: -- �[ I (I T EXISTING COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR WORK HAVING TO BE r API.WA'r c CONC. �\ REDONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS C ONSTRUCTION KEYNOTES \ �, TRAFFIC SIGNAL POLE 1Q Q LOT PAVING PER PAVING SPECIFICATION THIS SHEET. 6" THICK CONCRETE, 4000 PSI W / #3 BARS ® 18" O.C.E.W. CIA,. \� 1 5. 00 D GROUND- OU D MECHANICAL EQUIPMENT SHALL BE SCREENED FROM \ DRIVE THRU SIGN 90 -5A WATER METER Q3 6" CONCRETE CURB AND GUTTER ON PROP. PAVEMENT PER DETAIL SHEET C -5. © EXISTING SIGN 70 -200' ® 6" CONCRETE CURB ON 6" CONCRETE PAVEMENT PER DETAIL C -5 Q 70 OAH W/ 3x8 READER O (ALTERNATE TO BE DETERMINED BY OWNER �4iRIDGE BOARD TO REMAIN. R6.0' ® HANDICAP RAMP PER ADA. SPEC W/ DETECTABLE WARNING Q SET ' X" .IN CONC� s MATERIAL FULL WIDTH OF RAMP & MAX. SLOPE 1:12 OWNER SHALL BE NOTIFIED IMMEDIATELY. A © PER DETAIL SHEET C -5 CONSTRUCT P.C.C. SIDEWALK RAMP PER DETAIL SHEET C 0 C< AT , R6. © -5. 4" THICK 4000 PSI BROOM FINISHED CONCRETE SIDEWALK CONC. zl PER DETAIL SHEET C -5. GENERAL NOTES +T qG�� �P1`19� <9 < 8F� < 1. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE q� Pa ING WITH CONSTRUCTION FOR NECESSARY PLAN OR GRADE CHANGES. NO EXTRA .: -- �[ I (I T EXISTING COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR WORK HAVING TO BE r API.WA'r -� P'EAZA, PI1ASE SEVEN MONUMENTATION (BENCHMARK) AS SHOWN. REDONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS V 0 - �; � ❑ P B C TRAFFIC SIGNAL POLE IF SUCH TI NOT E G , , , Z_ C INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO 5. 00 D GROUND- OU D MECHANICAL EQUIPMENT SHALL BE SCREENED FROM \ DRIVE THRU SIGN 90 -5A WATER METER VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT -OF -WAY OR RESIDENTIAL DISTRICT WITHIN 150' QF THE SUBJECT LOT MEASURED FRAM A POINT FIVE \ �- © POWER POLE FEET ABOVE GRADE SUCH SCREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE. �\ �\ Q ���/ '11/& � j10 g REMOVE AND DISPOSE OF EXISTING PAVEMENT AND /OR CURB. ® CURB NOSING PER DETAIL SHEET C -5 (NOT USED). ® PRIORITY PICKUP (PAINTED STRIPE, 6" WIDE, 10' LONG.) 8" WIDE PAINT STRIPE (WHITE) CURB PAINTED RED / 4" WHITE LETTERING STATING "FIRE LANE -NO PARKING- TOW AWAY ZONE" FOR FIRE LANE Q 8" RED STRIPE W/ 4" WHITE LETTERING STATING "FIRE LANE -NO PARKING- TOW AWAY ZONE" FOR FIRE LANE ® ML LL _ _ E REM VE UGHT BASES WITH CONCRETE 6 a 93X 1.33X2X 1.5X3.01113.21 WATER DEMAND MONTHLY AVE: 104,000 GALLONS NOTES QTY. EXISTING Q e e s� 1. MONUMENTATION (BENCHMARK) AS SHOWN. Gyd D��EMPN \, 2. THE UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY TRAFFIC SIGNAL POLE PROJECT O- INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO Q LOCATION DRIVE THRU SIGN 90 -5A WATER METER GUARANTEE THAT THE UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES ve PO r POWER POLE ORDER BOARD FP43 IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE EXACT Ve ti ��. BARTHOLLO ����" O LOCATION OF ALL UTILITIES SHALL BE FIELD VERIFIED BY CONTRACTOR �4iRIDGE GAS METER BEFORE ANY ON SITE CONSTRUCTION ACTIVITY. IF ANY CONFLICTS EXIST CLEAN OUT Q BETWEEN THE DRAWINGS AND FIELD CONDITIONS, THE ENGINEER AND THE s FIRE HYDRANT OWNER SHALL BE NOTIFIED IMMEDIATELY. �voo ewe 1 ' Par Rfi a <F w 3. FIELD SURVEY COMPLETED BY CIVIL CONCEPTS INC. 0 C< AT , R. P. JEFFERSON COUNTY OFFICIAL 9 1N CONC. CONCRETE GENERAL NOTES +T qG�� �P1`19� <9 < 8F� < 1. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE q� Pa TO MAKE SURE THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN s vec r p < � OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CON- ai ti e RINr �tiF TRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED ALL PLANS AND OTHER v o yF DOCUMENTS APPROVED BY ALL OF THE PERMITTING AUTHORITIES. c v� wry Itid ° e� 2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE REQUIREMENTS AND STANDARDS OF THE LOCAL oa Moro GOVERNING AUTHORITY. THE SOILS REPORT AND RECOMMENDATIONS SET FORTH so THEREIN ARE A PART OF THE REQUIRED CONSTRUCTION DOCUMENTS AND IN CASE BOLTS ARE BY THE FLAGPOLE SUPPLIER. OF CONFLICT, THE SOILS REPORT SHALL TAKE PRECEDENCE UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLANS. THE CONTRACTOR SHALL NOTIFY THE VICINITY MAP 1 CONSTRUCTION MANAGER OF ANY DISCREPANCY BETWEEN SOILS REPORT & PLANS. NTS 3. THE LOCATIONS OF UNDERGROUND FACILITIES SHOWN ON THIS PLAN ARE BASED ON EXISTING DESIGN PLANS PROVIDED BY MCDONALD'S AND LOCAL UTILITY COMPANY RECORDS. IT SHALL BE THE CONTRACTOR'S FULL RESPONSIBILITY TO CONTACT THE VARIOUS UTILITY COMPANIES TO LOCATE THEIR FACILITIES PRIOR TO STARTING CONSTRUCTION 5. PROPOSED UIILITIES ARE SHOWN IN SCHEMATIC ONLY. EXACT NO ADDITIONAL COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR DAMAGE AND REPAIR TO THESE FACILITIES CAUSED BY HIS WORK FORCE. 4. ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED _ BY THE CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY LOCATIONS SHALL BE DETERMINED TO ALLOW FOR THE MOST CONSTRUCTION MANAGER IF ANY DISCREPANCIES EXIST PRIOR TO PROCEED- 04 g REMOVE AND DISPOSE OF EXISTING PAVEMENT AND /OR CURB. ® CURB NOSING PER DETAIL SHEET C -5 (NOT USED). ® PRIORITY PICKUP (PAINTED STRIPE, 6" WIDE, 10' LONG.) 8" WIDE PAINT STRIPE (WHITE) CURB PAINTED RED / 4" WHITE LETTERING STATING "FIRE LANE -NO PARKING- TOW AWAY ZONE" FOR FIRE LANE Q 8" RED STRIPE W/ 4" WHITE LETTERING STATING "FIRE LANE -NO PARKING- TOW AWAY ZONE" FOR FIRE LANE ® ML LL _ _ E REM VE UGHT BASES WITH CONCRETE 6 a 93X 1.33X2X 1.5X3.01113.21 WATER DEMAND MONTHLY AVE: 104,000 GALLONS \ !! TOP 285. 37 �20' y� NW 4 PIPE FL 282 57 vJ SW 6' PIPE FL 282, 17 LLEGE STA ION KV ENGINEERING ® J NOTE: / ALL DIMENSION ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. SET "X" IN CONC, EXISTING FIP.E BENCHMARK: HYDRANT CITY OF COLLEGE STATION BENCHMARK © NO. 120 ELEVATION: 301.34' TEM• nFhR.w,. "X" ON TOP OF INLET AT THE SOUTHWEST ELEVA 1ONN CORNER OF PROPERTY. CERTIFICATE UTILITY AP LEGEND ELEVATION: 284.61' ❑ REQuIREO m F•I•R.M. {SI ACCORDING TO THE FEDERAL EMERGENCY 13 +2i I � SANI'PARY SEWER MANAGEMENT AGENCY FLOOD- INSURANCE MAP NO. 480083 -0144 C, DATED JULY C1 +3 WATER /DOMESTIC 2, 1992. THE SUBJECT PROPERTY LIES ❑ ail' i'� WITHIN ZONE "X" (UNSHADED), AREAS 9 WATER /tRRIGATION DETERMINED TO BE OUTSIDE THE 500 NOT 1 " i Q ' F EG '.1 ,:i. ... y . : . YEAR FLOOD PLAIN. i SUBMITTAL DATE: 01 -10 -2003 So R= 100:6 Oj / L= 11•x.58' / Q= 66°1; � , �':4 8 'CD X169.25 / TELE. M. H. COMPLIANCE JUN 2 s 2004 COLLEGE STAT DEVEL � 13 �. 1 - -- - -- R1 1 �, � v e <, p O- LOT PARKWAY PLAZA, PHASE SEVEN �� / ' _- 6 R8.0' VOL, 479, ❑, P.. � ZONING J � otteb Statio Ce BeeBee e C� ek v FND. TXDOT `_- 5' PRIVATE ESMT, CONVEYED TO - ENSEP,CH CO, VOL. 369, PG. 137, B. C. D. R. CAUTION 1 . BEFORE YOU DIG - CALL UNDERGROUND UTILITY 1- 800 - 245 -4545 COORDINATING COMMITTEE CITY OF COLLEGE STATION (ELECTRIC) (979) 764 -3438 VERIZON TELEPHONE (888) 483 -5600 ONCA (GAS) (979) 774 -2506 8• \ FND. 1/2 `I P,. T] S63 0 57'34 "E X 21.32' A,\ TRENCH SAFETY NOTE: IF ANY TRENCH ON THIS JOB SITE, INCLUDING OPEN EXCAVATIONS WHOSE DIMENSIONS CAUSE THEM TO BE CONSIDERED TRENCHES BY OSHA, REGARDLESS OF WHETHER FOR INSTALLATION OF UTILITIES, FOUNDATIONS OR ANY OTHER SITE ELEMENT, IS EQUAL TO OR GREATER THAN 5.00' IN DEPTH, THEN THE CONTRACTOR SHALL NOT PERFORM ANY TRENCHING ON THIS SITE UNTIL HE HAS FIRST OBTAINED DETAILED PLANS AND SPECIFICATIONS FOR TRENCH SAFETY SYSTEMS CONFORMING TO OSHA REQUIREMENTS. SUCH PLANS AND SPECIFICATIONS . SHALL BE PREPARED BY A REGISTERED PROFESSIONAL ENGINEER EMPLOYED BY OR CONTRACTED BY THE CONTRACTOR AND SHALL BE CONSIDERED A PART OF THE CONTRACTOR'S MEANS AND METHODS OF CONSTRUCTION. THE PROJECT ARCHITECT AND PROJECT ENGINEER ASSUME NO RESPONSIBILITY FOR THE CONTRACTOR'S MEANS AND METHODS OF CONSTRUCTION. IF THIS PROJECT IS OFFERED FOR BID, THE BIDS MUST CONTAIN A SEPARATE UNIT PRICE PAY ITEM FOR TRENCH SAFETY. 10' PUBLIC ESMT, TO THE CITY OF COLLEGE STATION VOL. 304, PG, 70, B. C. D. P,, TXDOT DIS EXISTING POWER POLE \ GUY WIRES & OHE TO BE REMOVED OAK d Illllll�i,,, m C. F. NO. 0734671, B. C. O. P. R. R. P. ,� 1► , , ", s� . , w 111, a ..,�j� \ ���• •• v ii/ v LI 2" MYP, MYP. 6' R2.0' 3 le R 6 R36.0' w 3 c� 1 5 24.0' i � cF�6 \ •. 4 O ' PLAY 10 � O 4 13 FND. 1/2" I. R. REVIEWED FOR I J COMPLI N / x 2 8 2004 1 JU SAN SWP f4 H SIG SCHEDULE LEGEND QTY. EXISTING Q PAY PHONE -4111111111111- McDONALD'S SIGN ® TRAFFIC CONTROL BOX 0 TRAFFIC SIGNAL POLE N IRRIGATION VALVE O- LIGHT STANDARD Q GAURD POST DRIVE THRU SIGN 90 -5A WATER METER © TELEPHONE PEDESTAL POWER POLE ORDER BOARD FP43 GUY WIRE -o- STREET SIGN O GAS VALVE CUSTOMER ORDER DISPLAY GAS METER 0 CLEAN OUT Q GREASE TRAP HANDICAP PARKING SIGN WITH VAN ACCESSIBLE APPENDAGE BELOW BY G.C. FIRE HYDRANT ® I, R. IRON ROD FND, FITUND J. C. , R. P. JEFFERSON COUNTY OFFICIAL PUBLIC RECI]RDS REAL PROPERTY CONC. CONCRETE \ !! TOP 285. 37 �20' y� NW 4 PIPE FL 282 57 vJ SW 6' PIPE FL 282, 17 LLEGE STA ION KV ENGINEERING ® J NOTE: / ALL DIMENSION ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. SET "X" IN CONC, EXISTING FIP.E BENCHMARK: HYDRANT CITY OF COLLEGE STATION BENCHMARK © NO. 120 ELEVATION: 301.34' TEM• nFhR.w,. "X" ON TOP OF INLET AT THE SOUTHWEST ELEVA 1ONN CORNER OF PROPERTY. CERTIFICATE UTILITY AP LEGEND ELEVATION: 284.61' ❑ REQuIREO m F•I•R.M. {SI ACCORDING TO THE FEDERAL EMERGENCY 13 +2i I � SANI'PARY SEWER MANAGEMENT AGENCY FLOOD- INSURANCE MAP NO. 480083 -0144 C, DATED JULY C1 +3 WATER /DOMESTIC 2, 1992. THE SUBJECT PROPERTY LIES ❑ ail' i'� WITHIN ZONE "X" (UNSHADED), AREAS 9 WATER /tRRIGATION DETERMINED TO BE OUTSIDE THE 500 NOT 1 " i Q ' F EG '.1 ,:i. ... y . : . YEAR FLOOD PLAIN. i SUBMITTAL DATE: 01 -10 -2003 So R= 100:6 Oj / L= 11•x.58' / Q= 66°1; � , �':4 8 'CD X169.25 / TELE. M. H. COMPLIANCE JUN 2 s 2004 COLLEGE STAT DEVEL � 13 �. 1 - -- - -- R1 1 �, � v e <, p O- LOT PARKWAY PLAZA, PHASE SEVEN �� / ' _- 6 R8.0' VOL, 479, ❑, P.. � ZONING J � otteb Statio Ce BeeBee e C� ek v FND. TXDOT `_- 5' PRIVATE ESMT, CONVEYED TO - ENSEP,CH CO, VOL. 369, PG. 137, B. C. D. R. CAUTION 1 . BEFORE YOU DIG - CALL UNDERGROUND UTILITY 1- 800 - 245 -4545 COORDINATING COMMITTEE CITY OF COLLEGE STATION (ELECTRIC) (979) 764 -3438 VERIZON TELEPHONE (888) 483 -5600 ONCA (GAS) (979) 774 -2506 8• \ FND. 1/2 `I P,. T] S63 0 57'34 "E X 21.32' A,\ TRENCH SAFETY NOTE: IF ANY TRENCH ON THIS JOB SITE, INCLUDING OPEN EXCAVATIONS WHOSE DIMENSIONS CAUSE THEM TO BE CONSIDERED TRENCHES BY OSHA, REGARDLESS OF WHETHER FOR INSTALLATION OF UTILITIES, FOUNDATIONS OR ANY OTHER SITE ELEMENT, IS EQUAL TO OR GREATER THAN 5.00' IN DEPTH, THEN THE CONTRACTOR SHALL NOT PERFORM ANY TRENCHING ON THIS SITE UNTIL HE HAS FIRST OBTAINED DETAILED PLANS AND SPECIFICATIONS FOR TRENCH SAFETY SYSTEMS CONFORMING TO OSHA REQUIREMENTS. SUCH PLANS AND SPECIFICATIONS . SHALL BE PREPARED BY A REGISTERED PROFESSIONAL ENGINEER EMPLOYED BY OR CONTRACTED BY THE CONTRACTOR AND SHALL BE CONSIDERED A PART OF THE CONTRACTOR'S MEANS AND METHODS OF CONSTRUCTION. THE PROJECT ARCHITECT AND PROJECT ENGINEER ASSUME NO RESPONSIBILITY FOR THE CONTRACTOR'S MEANS AND METHODS OF CONSTRUCTION. IF THIS PROJECT IS OFFERED FOR BID, THE BIDS MUST CONTAIN A SEPARATE UNIT PRICE PAY ITEM FOR TRENCH SAFETY. 10' PUBLIC ESMT, TO THE CITY OF COLLEGE STATION VOL. 304, PG, 70, B. C. D. P,, TXDOT DIS EXISTING POWER POLE \ GUY WIRES & OHE TO BE REMOVED OAK d Illllll�i,,, m C. F. NO. 0734671, B. C. O. P. R. R. P. ,� 1► , , ", s� . , w 111, a ..,�j� \ ���• •• v ii/ v LI 2" MYP, MYP. 6' R2.0' 3 le R 6 R36.0' w 3 c� 1 5 24.0' i � cF�6 \ •. 4 O ' PLAY 10 � O 4 13 FND. 1/2" I. R. REVIEWED FOR I J COMPLI N / x 2 8 2004 1 JU SAN SWP f4 H SIG SCHEDULE SYM. QTY. DESCRIPTION 0 1 EXISTING ROAD SIGN TO REMAIN 70 -2 00, 70' Oft S 1 WELCOW INSERT 70 -5M © 1 THANK YOU INSERT 70 -5M CONDUIT AND WIRING ARE BY THE GENERAL CONTRACTOR. 0 EXIT 014 Q 0 DRIVE THRU SIGN 90 -5A QF 1 HEIGHT DETECTOR /GATEWAY SIGN 2 ORDER BOARD FP43 Q 1 PRESELL BOARD FP43 O 2 CUSTOMER ORDER DISPLAY O 0 HANDI %TAPPED PARKING SIGN BY G.C. Q 2 HANDICAP PARKING SIGN WITH VAN ACCESSIBLE APPENDAGE BELOW BY G.C. ® 2 DRIVE -T HRU CANOPY 0' CEDAR tl� . �J SAVE & EXCEPT CEDAR 0,036 ACRES CONVEYED TO \' TEXAS DEPARTMENT OF r TRANSPORTATION r IUI , .;_TING CURB TO MAIN UNDISTURBED i CONC. LEGAL DESCRIPTION 0.768 ACRE TRACT LOT 1, PARKWAY PLAZA, PHASE SEVEN VOLUME 479, PAGE 691, O.R.B.C.. SAVE do EXCEPT 0.036 ACRES CONVEYED TO TEXAS DEPARTMENT OF TRANSPORTATION RECORDED IN CLERK FILE NO. 0734671 BRAZOS COUNTY OFFICIAL PUBLIC RECORDS REAL PROPERTY IN THE CRAWFORD BURNETT LEAGUE, ABSTRACT NO. 7 BRAZOS COUNTY, TEXAS. 6' GAS L E SEE NOTE # \ 18" WATER LINE R= 1 0, O' SEE NOTE # 6 L FND. XDOT ' DISK \ 10' PUBLI FA.CEM � i24' RCP GENERAL NOTES b 1. McDONALD'S ROAD SIGN AND BASE ARE BY THE SIGN CONTRACTOR. CONDUIT AND WIRING ARE BY THE GENERAL CONTRACTOR. Ir 2. BASES, ANCHOR BOLTS, CONDUIT, AND WIRING FOR ALL OTHER SIGNS ARE BY THE GENERAL CONTRACTOR. `'' 3. LIGHTING FIXTURES, BASES, POLES, CONDUIT, AND WIRING ARE BY THE OWNER /OPERATOR. }. 4. BASES FOR FLAGPOLES ARE BY THE GENERAL. CONTRACTOR. ANCHOR m BOLTS ARE BY THE FLAGPOLE SUPPLIER. 5. PROPOSED UIILITIES ARE SHOWN IN SCHEMATIC ONLY. EXACT LOCATIONS SHALL BE DETERMINED TO ALLOW FOR THE MOST 04 ECONOMICAL INSTALLATION. o 6. THE CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES z TO DETERMINE EXACT POINT OF SERVICE CONNECTION AT EXISTING P UTILITY. REFER TO THE BUILDING ELECTRICAL AND PLUMBING z DRAWINGS FOR UTILITY SERVICE ENTRANCE LOCATIONS, SIZES, AND z CIRCUITING. z w o 7. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE BENCHMARK a v v AND MUST BE VERIFIED BY THE GENERAL CONTRACTOR AT ce 3 GROUNDBREAK. 8 FINISH WALK AND CURB ELEVATIONS SHALL BE 6 ABOVE FINISH " w w x PAVEMENT, UNLESS OTHERWISE NOTED ON PLANS. w 9. ALL LANDSCAPE AREAS SHALL BE ROUGH GRADED TO 6" BELOW a ' N TOP OF ALL WALKS AND CURBS. FINISH GRADING, LANDSCAPING, AND SPRINKLER SYSTEMS ARE BY THE OWNER /OPERATOR. 10. LOT LIGHTING CONCRETE FOOTINGS TO CONFORM WITH THE SOILS W a_ REPORT RECOMMENDATIONS FOR THIS PARTICULAR SITE 11. TEXAS DEPARTMENT OF TRANSPORTATION TRAFFIC PAINT #WPT -8F WHITE PAINT, IS THE APPROVED O o LOT STRIPING TO BE USED. 12. THE GENERAL CONTRACTOR SHALL RUN A ROTO - ROOTER N THROUGH ALL SEWER LINES THAT CONNECT TO A CITY MAIN \ PRIOR TO OPENING DAY. - ? W r N PAVING SPECIFICATION �ti111ttt �• 39SPT ASPHALTIC MIX PER TXDOT ITEM 340,1993 STAND. SPEC. FOR CONSTR. OF HIGHWAYS, STREETS & BRIDGES. USE TYPE D SURFACE MIX. Fl FXIBi F 8ML- 8" LIMESTONE ." 'rFgrr 6 LIME STABILIZED SUBGRADE (6% LIME BY DRY WEIG COMPACTED TO AT LEAST 95X IaAX. DRY DENSITY, TO X TO +276 . K.... CHEN + 2.. "' ' OF OPTIMUM MOISTURE CONTENT AS PER ASTM D -698, ASPHALT ALTERN t 79711 •+ l l •'� 2" HOT ASPHALTIC �? - MIX PER TXDOT ITEM 340,1993 STAND. SPEC. FOR CONSTR. OF HIGHWAYS, STREETS & BRIDGES. USE TYPE D SURFACE MIX. FYiGi1 F ReCF 1 6" BLACK BASE ' 6 LIM STABILIZED SUBGRADE (6X LIME BY DRY WEIG COMPACTED TO AT LEAST 95X iHAX DRY DENSITY, TO �X TO +276 OF OPTIMUM MOISTURE CONTENT AS PER ASTM D -698. CotyQ BE:IE ALZRN .TE 4000 PSI, 6" THICK CONCRETE (7" DUMPSTER AREA) WITH #3 RE13AR AT 18' O.C.E.W. 6" LIME STABILIZED SUBGRADE (6X LIME BY DRY WEIGHT) ,. COMPACTED TO AT LEAST 95% MAX DRY DENSITY TO -2X TO -2X MOISTURE CONTENT AS PER ASTM D -698. ® , O �n F � OPTIMUM .L1N i . n 1. McDONALD'S ENGINEER RESERVES THE RIGHT TO REQUEST A COMPACTION AND /OR A CORE SAMPLE. IF TESTS PROVE CORRECT, PER ABOVE O '� 1 SPECIFICATION, TESTS WILL BE AT THE EXPENSE OF MCDONAL.D'S, OTHERWISE G.C. WILL BE CHARGED. y 2. GEOTECHNICAL RECOMMENDATIONS BASED ON SOILS REPORT 102100: ® OD E" DANDY AND ASSO INC., DATED JUNE 14, 2002 co w 0 SITE LIGHTING o o SECURITY LIGI•ITING SYSTEMS MODEL # ASB1000- MH -DB -MT LAMP TYPE, WATTAGE: METAL HALIDE, 1000 WATT In MOUNTING HEIGHT: 30' 9 1 s ALL FIXTURES TO BE INSTALLED TILTED AT zz N OTE: A 30 DEGREE ANGLE. UNLESS OTHERWISE SPECIFIED. FINAL ADJUSTMENTS TO AIMING ANGLE /DIRECTION OF FIXTURES W o D: MAY BE REQUIRED TO ELIMINATE LIGHT TRESPASS OR GLARE ONTO ® ADJOINING PROPERTIES OR ROADWAYS. O In SITE PLAN N a.t 0 3 ® � o w_ PARKING INFORMATION (EXISTING) TOTAL 34 SPACES 18' -0" X 9' -0" ® 90 • SPACES 2 SPACES 18' -0" X 8' -0" ® 90 • " 3 SPACES 18' -0" X 9' -0" ® 60 • UTILITY INFORMATION (EXISTING) w w o Q SIZE TYPE LOCATION SANITARY SEWER 4" ALONG NW PL. o WATER 18" H WY. 6 STORM SEWER N/A SURFACE DRAIN ELECTRIC OHE HWY. 6 8 GAS 6" H WY. 6 K. Cheer. EIl gl A MM. of KC United, I Consulting Civil Engineers 51 !!1 scvoy. Suits 310, Hwdon. T exas 77M Pl 71 � ¢ 4 W .952.5888 Fax: 713.952.0904 0 rr Q LEGEND (PROPOSED) m z ¢ < z SANIT SEW GA S S WATER ��� _G V �- G LOT LIGHT o-L7 LP: 30 EXISTING ELEVATION 76.5 g C" 4 FS 0 I O ' " 1. S EWE R -ST ST ST ST- E LECTRIC PROPOSED ELEVATION 77.0 V E E E 'T T Ti" T T DRAINAGE ARROW -- PLAN SCALE: 1" = 20' U g STREET ADDRESS 2420 TEXAS o .AVENUE CITY STATE STATUS DATE BY COLLEGE STATION TEXAS PRELIMINARY --. COUNTY PU4N WWWK BRAZ PLAN CHECKED REGIONAL Q %WG. NO KCE JOB � 0276 -01 cm 42 -0289 DRWG. TITLE: 0278SP.DWG of 7 NOTES 1. MONUMENTATION (BENCHMARK) AS SHOWN. 2. THE UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEE THAT THE UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE EXACT LOCATION OF ALL UTILITIES SHALL BE FIELD VERIFIED BY CONTRACTOR BEFORE ANY ON SITE CONSTRUCTION ACTIVITY. IF ANY CONFLICTS EXIST BETWEEN THE DRAWINGS AND FIELD CONDITIONS, THE ENGINEER AND THE OWNER SHALL BE NOTIFIED IMMEDIATELY. 3. FIELD SURVEY COMPLETED BY CIVIL CONCEPTS INC. CONSTRUCTION NOTES 1. OVERHEAD LINES MAY EXIST ON THE PROPERTY. WE HAVE NOT ATTEMPTED TO MARK THOSE LINES SINCE THEY ARE CLEARLY VISIBLE, BUT YOU SHOULD LOCATE THEM PRIOR TO BEGINNING ANY CONSTRUC- TION. TEXAS LAW, SECTION 752, HEALTH AND SAFETY CODE, FORBIDS ALL ACTTVITTES IN WHICH PERSONS OR THINGS MAY COME WITHIN SIX (6) FEET OF LIVE OVERHEAD VOLTAGE LINES. CONTRACTORS AND OWNERS ARE LEGALLY RESPONSIBLE FOR SAFETY OF CONSTRUCTION WORKERS UNDER THIS LAW. THIS LAW CARRIES BOTH CRIMINAL AND CIVIL LIABILITY. TO ARRANGE FOR LINES TO BE TURNED OFF OR MOVED, CALL CITY OF COLLEGE STATION ELECTRIC AT (979) 764 -3438 2. LOCATION OF ONCA GAS MAIN LINES ARE SHOWN APPROXIMATELY. THE CONTRACTOR SHALL CONTACT ONCA GAS AT (979) 774 -2506 AT LEAST 48 HOURS PRIOR TO CONSTRUCTION TO HAVE MAIN AND SERVICE LINES FIELD LOCATED. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION BEFORE COMMENCING WORK AND AGREE TO BE FULLY RESPONSIBLE FOR ANY DAMAGES CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE THESE UNDERGROUND FACILMES. 3. THE LOCATIONS OF TELEPHONE UTILITIES ARE SHOWN APPROXIMATELY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION BEFORE COMMENCING WORK. CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE THESE UNDERGROUND UTILITIES. CALL VERIZON TELEPHONE AT (888) 483 -5600 4. THE LOCATION AND ELEVATIONS OF EXISTING UTILITIES AND PAVEMENT ARE SHOWN IN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES AND PAVEMENT, AND FIELD VERIFY TOPOGRAPHIC INFORMATION BEFORE COMMENCING WORK. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ANY DAMAGES CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND MAINTAIN THESE FACILITIES. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE FOUND. 5. CONTRACTOR TO NOTIFY THE "UNDERGROUND UTILITY COORDINATING COMMITTEE" AT (800) 245 -4545 AT LEAST 48 HOURS PRIOR TO STARTING WORK IN STREET RIGHTS -OF -WAY OR EASEMENTS. 6. CONTRACTOR SHALL CONFORM TO LATEST OSHA REQUIREMENTS FOR EXCAVATIONS AND TRENCHING. 7. CONTRACTOR TO OBTAIN ALL CONSTRUCTION PERMITS REQUIRED BY THE CITY OF COLLEGE STATION AND ANY OTHER APPLICABLE REGULATORY AGENCY. 8. EXISTING PAVEMENT, STRUCTURES, AND OTHER FACILITIES DAMAGED BY THE CONTRACTOR DURING CONSTRUCTION OPERATIONS SHALL BE REPLACED AT CONTRACTOR'S EXPENSE TO APPLICABLE AGENCY STANDARDS AND /OR BETTER CONDITIONS. .9. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF COLLEGE STATION SPECIFICATIONS AND CONSTRUCTION STANDARDS AS CURRENTLY AMENDED. CAUTION BEFORE YOU DIG - CALL UNDERGROUND UTILITY 1 -800- 245 -4545 COORDINATING COMMITTEE CITY OF COLLEGE STATION (ELECTRIC) (979) 764 -3438 VERIZON TELEPHONE (888) 483 -5600 ONCA (GAS) (979) 774 -2506 G 2 . 42 x - 7. 65 - coraC, TRENCH SAFETY NOTE: IF ANY TRENCH ON THIS JOB SITE, INCLUDING OPEN EXCAVATIONS WHOSE DIMENSIONS CAUSE THEM TO BE CONSIDERED TRENCHES BY OSHA, REGARDLESS OF WHETHER FOR THE INSTALLATION OF UTILITIES, FOUNDATIONS OR ANY OTHER SITE ELEMENT, IS EQUAL TO OR GREATER THAN 5.00' IN DEPTH, THEN THE CONTRACTOR SHALL NOT PERFORM ANY TRENCHING ON THIS SITE UNTIL HE HAS FIRST OBTAINED DETAILED PLANS AND SPECIFICATIONS FOR TRENCH SAFETY SYSTEMS CONFORMING TO OSHA REQUIREMENTS. SUCH PLANS AND SPECIFICATIONS SHALL BE PREPARED BY A REGISTERED PROFESSIONAL ENGINEER EMPLOYED BY OR CONTRACTED BY THE CONTRACTOR AND SHALL BE CONSIDERED A PART OF THE CONTRACTOR'S MEANS AND METHODS OF CONSTRUCTION. THE PROJECT ARCHITECT AND PROJECT ENGINEER ASSUME NO RESPONSIBILITY FOR THE CONTRACTOR'S MEANS AND METHODS OF CONSTRUCTION. IF THIS PROJECT IS OFFERED FOR BID, THE BIDS MUST CONTAIN A SEPARATE UNIT PRICE PAY ITEM FOR TRENCH SAFETY. b5. 91 j` 282, 87 \\ TB 286. 56 EP 286. 60 x 287, 16 x 28 \\ \ 8\ 3, 31 x . .. .285, 75 c �\ FND, 1/2 . FP 286. 34 \ TB 286. 2 t �2 7. � \ S63 °57'34 "E x 286, 86 � • "� ' ��� G 7. 2 x 287, 6 9 U1, x 283. 0 21.32 v 10 ti 2ss, - 10' PUBLIC ESMT, TO THE III 7, G�g�4 CITY OF COLLEGE STATION2 6 68 x/ 87, 42 286, 27 x EP 286.07 VOL. 304, PG, 70, B. C, p, ' w \I S . \ TB 285. x C 28 70 \ TXDOX 825160 TP= 286.50 287 \ 85, 40 --- Q P. 5 / \x f ` x 6 TB 285. 74 x 286. 42 � VOL. 369, P 'TPiss 86•P14 1 . 287. 06 \n, . \ �Y EP 285.83 EXISTING CONCRETE TC 287.76 G 287, 27 C 8 x 282.9 DRAINAGE FLUME TO J x - I / ( ` ^ 5. 85 87 2 �, � 10" CEDAR REMAIN x 287, 71 FND, TXDOT T 5' PRIVATE T�2�1�/)�Q 3 TO G ENSSP�$b C 287, 4 x 287. 86 x 287. 51 286, 25 x x 286, 16 ,/LOT 3 r.. - TB 285. 38 SAVE & EXCEPT M�-W K A Y 4� S E SEVEN TC 8• \ Q CEDAR 0, 036 ACRES CONVEYED T❑ TC 287. 85 G 287, 0 C 8? x 282. TEXAS DEPARTMENT OF r 6= TRANSPORTATION 1 ❑ . R � , I3 . C � � G 287.37 � G $� I � � C - 1 x 87,81 C. F, NO, 0734671, B. C. ❑, P. R. R. P. \ x 287, 85 x 287. 58 c 287.33 / x. 287. 06 M T 285, 43 EP 285. 44 P. \ 3 TC= 287.10 \x TC 287. 9� 8C�`, X 282, 8 \ G 287..46 / I TP=286.60 \ ? s� 4 x 284, 82 � 'Tv 87, 96 / G x 287. 59 x 285. 69 / 87. 45 i ,� x 287, 04 x 286. 74 \ 6 x 287, 96 � / � TC= 287.00 TP =28 .15 J �\ . � x � TB 284.9 EP 285. 13 TC= 287.80 °h �. TP= 286.50 TC= 286.90 TP= 287.30 �3 \ \ TP= 286.40 x TC 84 J 6� F, 2 B 284, 86 TP= 287 .50 287, 65 \ G 2 7.38 / x 287, 13 x 287.06 x. 286.78 2' CR& \ x 846 �' ��?�TLE TB 284, 71 EP 284.90 x 285, 44 x 288.00 / 287/73 TC= 287.70 s7, s3 TC= 286.90 \ V C 7 ` T. 95 x 282 MATCH EXISTING CURB G 2 7.47, . Q 36 TP= 287.20 TC 287, 11TP= 286.40 J 2' c , AND PAVEMENT 287. 73 x TC 28. 01 / DUMPSTER G 287.5 < AREA x 287.49 \ G 2 l II RTL \ x TC 287, 57 287, 23 \ Ll TC= 287.50 287' 19 G 287.06 x 286\9 x . 28 10 6 \'� �% EP 284.63 � 284, 25 7 7° ' TB 284. 51 ," TI P= 287.00 G 2s . TC =287. _ L T +" SET X IN CONG\ fC 267. 7 x 287.29 �G 28.3 � - LKRGE 36" SIGN x 286. 81 \ \ TP= x 285. 19 TP =286. 768 ACP.ES \ 6 2 8, x 2' E 6' GAS LINE Q © x TC 2 89 4:i S(�: T MYP.TL x 282.3 SEE NOTE # 7 '< G 2 . 47 i \ X10 84, 32 EXISTING CONCRETE x284. 91 x 8 .2 x 287. TC= 287.60 287, 03 \ \\ ° x 2 EP 284.4 DRAINAGE FLUME TO TP= 287.10 x x 86. \, TB 284.1 �x REMAIN ! - -- \ �& x 282 �t7 TC =287.60 CR x , 18' WATER. LINE / x TC 28 , 84 R G' �t 287 77 . \ \ SEE NOTE # 6 x 284, 71 \ 6 2870 G 2 35 TP= 287.10 T X86.6 \ MYRTLE / \ \ x .87. 24 x 286. 89 =28�j 0 O x 28 \� 287. 00� TC 287. i C 287". 19 EP 283, 99 G 286 G 2 80.2 TB 283. 88 \ 8 ' x 286. 96 MATCH ,E R IVING CU PAVING AND DRAINAGE NOTES 1. REFER TO SHEET C -4 & C -5 FOR ALL PAVING MID DRAINAGE DETAILS. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR GRADING ALL AREAS TO INSURE POSITIVE DRAINAGE. 3. GUIDELINES SET FORTH IN THE TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES SHALL BE OBSERVED BY THE CONTRACTOR. 4. ALL SPOIL MATERIAL SHALL BE REMOVED FROM THE SITE UNLESS OTHERWISE DIRECTED BY THE ENGINEER. 5. ALL CURBS TO BE 6" IN HEIGHT, UNLESS OTHERWISE INDICATED. 6. ED C014 TE CONSTRUCTION SHALL BE IN ACCORDANCE WITH LATEST 7. ALL C FOR PAVEMOFE40 CONST S SHALL I MM FLEXURAL V A8 D S A T Y R MIINIM M OF g00 PRAI�YS. 8. ALL CONCRETE REINFORCEMENT SHALL BE GRADE 60 IN ACCORDANCE WITH ASTM A -615. 9. CONTRACTOR LEAST 4D SHALL SCPRIOR TTHE OMMENCING COLLEGE STATION 764 -3500 t 10. WE PIPE RAINW PIPE AND F IRNGS UN CONFORM OTHERWISE 11. ALLL T � H Q E � �O OF IN BE AREAS PER WA AREAS ITEM N0. 16 12. STORM SEWERS WITHIN THE PROJECT SHALL BE PRIVATELY OWNED, OPERATED AND MAINTAINED BY OTHERS. 13. SPECIAL 1 5 /TON CEMENT TR ENCH ES ABIILIZED TO ITHIN R 1 BELOOW 14. PRFORM NCE SPE IFI 00 PS COMPPRE IN 4 HOURS STATION ) GREASE INTERCEPTOR 93X 1.33X2X 1.5X3.0 =1113.21 WATER DEMAND MONTHLY AVE: 104,000 GALLONS B \ "� I v= 286.80 G TC 87.0 iC 287.83 x AS \\ G 6 j B7. 35 T . 287.8. 8 � 2116 r. 287, 4 i, 11 \ _86, 0�# C 286, 9' �. C• 2871 Q 8 r. 286. 63 G 42 267, Ot� FF =287.7�J TP= 286 .80 6" oR 7 \TC 6.6 TC 287. 7 TP= 286.3D 9 TP= 2677.40 8 x R 2 6. 24 G 287. 31 x TC 286, 71 \� x 281. 9 7 0 x . 2 4, 80 EP 283.73 TC 283. 57 6 \O 1\ FND, XDOT x 281. 7 DISK 284. 17 x 286. 07 c x 287. 11 TC =286.80 G 286. 3 \\ x 286.2 TC _ 7, 94 x TC= 287.75 284, 8 x \ \ x 286. 26 u 287, 49 TP= 287.65 1 f�o' = 287 x 286. 59 40 r. .60 10' PUBLIC`UTIL TY ASEtt 283, 39 TC 286. 52 TC 287„ 85 G 2 6, 00 � G 286. 09 TC 286, 63 G 287. 38 \\ P =28 .10 24" RCP TC =287.3 �\\�\ ' G 266. 16 TC 286, 5_' O ��Y \ T 296.37 �� G 286. 0\ (' TP= 286.8 2 G 285. 85 26 7. 07 x TP= 286 .00 EP 283.03 2 n 10' ❑A .� C 28. z�'. QC 8 6 x TC 28 . x 2 \ 285. 9 286. 05 \ G.• 43 (9 \9� G 7 U . 01 284.8 x. \ \ /� \ TC 286.4 x 2 6.52 G 285. 90 TC 287, 08 y G G 2 �\ TC 287 � 286, 62 . 84 • O a \.\ T C 286.37 1 C 2� G 285. 75 j S- �� 28 3 \ G 'M7, 39 8 G 285. 49 r 287, 94 .x, TP -2$ •� •�• C a 6. 1�g �(� r. 285, 86 G•'287. TC i B6� G 285: 6 X 285. 7PI jti\ 28 r� �- CONC.) O� S � C 287 83 x 286, 13 ( a �\TC 286, 0 2 , , 66 TC= 287.75 285, 64 TC 287! 5 r. TP =287.65 ^ \, X 285, 20 T� F610 \ 287. 64 ; PLAY GROUND Tr. 16`.'E x 285. 5 TC 287. 86 ATP} r, 287, 5A \ � OJT 2 V•4 TC 287, �Tv \C 285.9 G 287. 29 x TP= 286.85 T G 285, 48 �C 7. 60 x TC 286, X 285, 0 �R \ x 285, 4 G 28, 4 286. 00 X q5, 27 ' S 1 C 287. 3S 6 2 6636 0 v x 285, G 286, 88 x G 285. 92 8 'TC 285. 82 C 6 33 X 284. 75 5 285. 36 G J x x G 28_ �3-287.5U, X 285, 06 GO�JS- \ , 285. 24 LOT 3 4A�r •���' TP= 287.00 ` PARKWAY PLAZA, PHASE SEVEN ° °,�� TC= 286.50 VOL, 479, PG. 691, MATCH E (STING CURB A�F �, \ TC 285, 69 �' R, 9 G 285. 14 TP= 286.00 AND PAVEMENT � c\ Z❑ N I N G C 1 X 284, 56 TC 2B5, 36 O rJ \ 2 u. 1 �( \ G 284, 82 TC 285, 25 FJ' V \2 29 x 284, \ TC gas. oe C= 286.50 •�1 - - -- � ,, G 284. 57 TC 285. 1 286.00 \ 284.9 TC 285.. ' , r. G 39 \ G 284, 67 x 284, 73 � � 284.9 C v TC 285. 13 TC 28'8 G 284. 60 \ 2$4: 285, 10 \ \ TCG2884.56 G 4.59 �\Y 284.69 x 284. 55 TC 284, 7 MATCH E (STING CURB G 2B 7 AND PAVEMtNT 0 x 284. 36 \ x. 284. 52 \ �t PAVIN r TC= TOP OF CURB ELEVATIVN TP= TOP OF PAVEMENT ELEVATION FF= FINISH FLOOR ELEVATION -�-- FLOW ARROW NOTE: EXISTING DRAINAGE PATTERN REMAIN UNCHANGED x 283. 91 x 283. 81 BENCHMARK: CITY OF COLLEGE STATION BENCHMARK NO. 120 ELEVATION: 301.34' TEM: "X" ON TOP OF INLET AT THE SOUTHWEST CORNER OF PROPERTY. ELEVATION: 28 1•.61' F.I.R.M. ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INSURANCE MAP NO. 480083 -0144 C, DATED JULY 2, 1992. THE SUBJECT PROPERTY LIES WITHIN ZONE "X" (UNSHADED), AREAS DETERMINED TO BE OUTSIDE THE 500 YEAR FLOOD PLAIN. SUBMITTAL DATE: 01 -10 -2003 e ®• GENERAL NOTES 1. McDONALD'S ROAD SIGN AND BASE ARE BY THE SIGN CONTRACTOR. CONDUIT AND WIRING ARE BY THE GENERAL CONTRACTOR. W 2. BASES, ANCHOR BOLTS, CONDUIT, AND WIRING FOR ALL OTHER SIGNS ARE BY THE GENERAL CONTRACTOR. 3. LIGHTING FIXTURES, BASES, POLES, CONDUIT, AND WIRING ARE BY THE OWNER /OPERATOR. 4. BASES FOR FLAGPOLES ARE BY THE GENERAL CONTRACTOR. ANCHOR m BOLTS ARE BY THE FLAGPOLE SUPPLIER. 5. PROPOSED UTILITIES ARE SHOWN IN SCHEMATIC ONLY. EXACT N LOCATIONS SHALL BE DETERMINED TO ALLOW FOR THE MOST ECONOMICAL INSTALLATION. z 6. THE CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES TO DETERMINE EXACT POINT OF SERVICE CONNECTION AT EXISTING UTILITY. REFER TO THE BUILDING ELECTRICAL AND PLUMBING w DRAWINGS FOR UTILITY SERVICE ENTRANCE LOCATIONS, SIZES, AND w 2 CIRCUITING. o 2 o 7. ALL ELEVA11ONS SHOWN ARE IN REFERENCE TO THE BENCHMARK a c°� 3 AND MUST BE VERIFIED BY THE GENERAL CONTRACTOR AT W_ w GROUNDBREAK. 0 � S W v w 8. FINISH WALK AND CURB ELEVATIONS SHALL BE 6" ABOVE FINISH PAVEMENT, UNLESS OTHERWISE NOTED ON PLANS. w 9. ALL LANDSCAPE AREAS SHALL BE ROUGH GRADED TO 6" BELOW a TOP OF ALL WALKS AND CURBS. FINISH GRADING, LANDSCAPING, cn AND SPRINKLER SYSTEMS ARE BY THE OWNER /OPERATOR. w 10. LOT LIGHTING CONCRETE FOOTINGS TO CONFORM WITH THE SOILS REPORT RECOMMENDATIONS FOR THIS PARTICULAR SITE. 11. TEXAS DEPARTMENT OF TRANSPORTATION o d• TRAFFIC PAINT #WPT -8F WHITE PAINT, IS THE APPROVED 0 LOT STRIPING BE USED. ¢ 12. THE GENERAL CONTRACTOR SHALL RUN A ROTO - ROOTER ° THROUGH ALL SEWER LINES THAT CONNECT TO A CITY MAIN PRIOR TO OPENING DAY. w a PAVING SPECIFICATION 3 OT ASPHALTIC MIX PER TXDOT ITEM 340,1993 STAND. SPEC. FOR ��s��aF CONSTR. OF HIGHWAYS, STREETS & BRIDGES. USE TYPE D SURFACE MIX. ...TE`„�tr a, FXit3�••,�ACF• ' 8" LIMESTONE STIR(:RADL, ............................... 8" LIME STABILIZED SUBGRADE (69L LIME BY DRY WEIG KE CHEN COMPACTED TO AT LEAST 95X MAX DRY DENSITY, TO - X TO +2X � � •��•�� �g�'jj••• r OF OPTIMUM MOISTURE CONTENT AS PER ASTM D -698. , ,Q� AS PH T ei T BUM 2" HOT ASPHALTIC MIX PER TXDOT ITEM 340,1993 STAND. SPEC. FOR =i L CONSTR. OF HIGHWAYS, STREETS do BRIDGES. USE TYPE D SURFACE MIX. F1 F'XIBI F RACE: 26�� 6" BLACK BASE 6" LIME STABILIZED SUBGRADE (6X LIME BY DRY WEIGH COMPACTED TO AT LEAST 95% MAX. DRY DENSITY, TO - TO +296 OF OPTIMUM MOISTURE CONTENT AS PER ASTM D -698. QO CRETE ALTERNATE 4000 PSI, 6" THICK CONCRETE (7" DUMPSTER AREA) WITH #3 REBAR AT 18' O.C.E.W. 6" LIME STABILIZED SUBGRADE (6X LIME BY DRY WEIGHT) COMPACTED TO AT LEAST 95X MAX DRY DENSITY TO -2X TO -2X OF OPTIMUM MOISTURE CONTENT AS PER ASTM D -698. I .[Y4IE: 1. McDONALD'S ENGINEER RESERVES THE RIGHT TO REQUEST A COMPACTION O I AND /OR A CORE SAMPLE. IF TESTS PROVE CORRECT, PER ABOVE o0 SPECIFICATION, TESTS WILL BE AT THE EXPENSE OF McDONALD'S, C4 OTHERWISE G.C. WILL BE CHARGED. ® OD 2. GEOTECHNICAL RECOMMENDATIONS BASED ON SOILS REPORT 102100 0 BY BANDY AND ASSOCIATES, INC., DATED JUNE 14, 2002 SITE LIGHTING 0 SECURITY LIGHTING SYSTEMS MODEL f ASB1000- MH -DB -MT O N LAMP TYPE, WATTAGE. METAL HALIDE, 1000 WATT 0 MOUNTING HEIGHT: 30' O_ = NOTE: ALL FIXTURES TO BE INSTALLED TILTED AT CD C A 30 DEGREE ANGLE. UNLESS OTHERWISE SPECIFIED. w M FINAL ADJUSTMENTS TO AIMING ANGLE /DIRECTION OF FIXTURES MAY Z n BE REQUIRED TO ELIMINATE LIGHT TRESPASS OR GLARE ONTO ADJOINING PROPERTIES OR ROADWAYS. O in PAVING AND D RAI 11- E P LAN ® = O PARKING INFORMATION (EXISTING) TOTAL 34 SPACES 18' -0" X 9' -0" 0 90 r SPACES 2 SPACES 18' -0" X 8' -0" 0 90 • M 3 SPACES 18' -0" X 9' -0" 81 60 • UTILITY INFORMATION (EXISTING) w SIZE TYPE LOCATION a SANITARY SEWER 4" ALONG NW PL. WATER 18" H WY. 6 Q STORM SEWER N/A SURFACE DRAIN ° ELECTRIC OH E H WY. 6 GAS 6" H WY. 6 K. Cllllen Engi l cic]CILIT g A DW1don of KC Un16sd. Ina 9 w J 3 Consultin Civil En ineers xixl ' ' '�° 310 14oi7 T 3 7 904 ¢ 9 9 Phone 713.952 x888 Fa>G 713.952.4044 O ¢ LEGEND (PROPOSED) 0- 0 CL ix Uj SANI SEW GAS < S S WATER VY S S - -„ --G -G a Z LOT LIGHT °'0 LP:30 Z Cn -9U cn r� S TO RM SE WER EXISTING ELEVATION 76.5 O O -ST E LECTRIC T ST- PROPOSED ELEVATION 77.0 U E E E E T T T DRAINAGE ARROW ---- PLAN SCALE: 1" = 20' STREET ADDRESSi 2420 TEXAS AVENUE w 1 CITY STAT STATUS DATE BY CO L EG E STATION TEXAS PRELIMINARY COUNTY PLAN DRAWN B RAZO S PLAN CHECKED REGIONAL DWG. NO KCE JOB # 0278 -01 = 2 42 -0289 DRWG. TITLE: 0278PD.DWG Of 7 TELE. M, H, TC 286, 70 2 f. 0 x x 285, 92 284.8 x x \� � � 86. 6 TC 28 51 x s0 TC 281 74 G 28$. IS 284, 4� x G 283. 8 286.80 284. s }/ x x \ 286.30` 17 ' 286. 18 2ss, o x / R= 100:00' \ x 284. 43 x 283, 13 L =11 5.58' TC 284, 06 1 TC G 283. 71 G 6. 0 < /,- 1 06 ° 1,fS ' n x 283. 43 � 284, 9 x L b = ) 48'58 "W \�� C = 169.25 284. 75 x 85. C 284, 15 x 283. 82 G G 2 283. 72 ' ❑A 2 84, 9p X 4 64 k TC= 286.90 TP= 286.40 \ 28 60pg \283. 99 x 284. O8 S G 283. 61 x 2 o TC= 286.50 TP= 28 6.00 �, QV C 283. 85 ti G 283. 48 x 284, 13 REVIEWED O1� 4. 87 COMPLIANCE O G 83. 38 0 x 284, 19 JUN 2.8 2004 1 SAN. M, H, TOP 285. 85. 37 C) , LLEGE STATION NW 4' PIPE FL 282. 57 ENGINEERIN S47 6" PIPE FL 282, 17 0 83. 61 x. 284. 18 G 283. 31 x 283. 86 x 283 2B � ALL DIMENSION ARE TO FACE OF \ x 284, 11 "✓ CURB UNLESS OTHERWISE NOTED. SET "X" IN CONC• x 284, 39 C 284. 46 284, 00 TC 284, x TC 284, 19 \ G �\ G 283. 72 x 283. 31 x. 284.03 TC 283. 70 \ 10° ❑AK,� 1 x \G 283, 28 ./ C 283. 58 \G 283. 22 x 284. 01 EXISTING FIRE l- WT1PANT ­ LEGEND EXISTING LdJ PAY PHONE -+- McDONALD'S SIGN ® TRAFFIC CONTROL BOX TRAFFIC SIGNAL POLE N IRRIGATION VALVE O-* LIGHT STANDARD o GAURD POST WATER METER mT TELEPHONE PEDESTAL POWER POLE v GUY WIRE - o - STREET SIGN GAS VALVE GAS METER C CLEAN OUT GREASE TRAP -�- FIRE HYDRANT I. R. IRON ROD FND, FOUND A C. O. P. R. R. P. JEFFERSON COUNTY OFFICIAL PUBLIC RECORDS REAL PROPERTY CONC, CONCRETE B \ "� I v= 286.80 G TC 87.0 iC 287.83 x AS \\ G 6 j B7. 35 T . 287.8. 8 � 2116 r. 287, 4 i, 11 \ _86, 0�# C 286, 9' �. C• 2871 Q 8 r. 286. 63 G 42 267, Ot� FF =287.7�J TP= 286 .80 6" oR 7 \TC 6.6 TC 287. 7 TP= 286.3D 9 TP= 2677.40 8 x R 2 6. 24 G 287. 31 x TC 286, 71 \� x 281. 9 7 0 x . 2 4, 80 EP 283.73 TC 283. 57 6 \O 1\ FND, XDOT x 281. 7 DISK 284. 17 x 286. 07 c x 287. 11 TC =286.80 G 286. 3 \\ x 286.2 TC _ 7, 94 x TC= 287.75 284, 8 x \ \ x 286. 26 u 287, 49 TP= 287.65 1 f�o' = 287 x 286. 59 40 r. .60 10' PUBLIC`UTIL TY ASEtt 283, 39 TC 286. 52 TC 287„ 85 G 2 6, 00 � G 286. 09 TC 286, 63 G 287. 38 \\ P =28 .10 24" RCP TC =287.3 �\\�\ ' G 266. 16 TC 286, 5_' O ��Y \ T 296.37 �� G 286. 0\ (' TP= 286.8 2 G 285. 85 26 7. 07 x TP= 286 .00 EP 283.03 2 n 10' ❑A .� C 28. z�'. QC 8 6 x TC 28 . x 2 \ 285. 9 286. 05 \ G.• 43 (9 \9� G 7 U . 01 284.8 x. \ \ /� \ TC 286.4 x 2 6.52 G 285. 90 TC 287, 08 y G G 2 �\ TC 287 � 286, 62 . 84 • O a \.\ T C 286.37 1 C 2� G 285. 75 j S- �� 28 3 \ G 'M7, 39 8 G 285. 49 r 287, 94 .x, TP -2$ •� •�• C a 6. 1�g �(� r. 285, 86 G•'287. TC i B6� G 285: 6 X 285. 7PI jti\ 28 r� �- CONC.) O� S � C 287 83 x 286, 13 ( a �\TC 286, 0 2 , , 66 TC= 287.75 285, 64 TC 287! 5 r. TP =287.65 ^ \, X 285, 20 T� F610 \ 287. 64 ; PLAY GROUND Tr. 16`.'E x 285. 5 TC 287. 86 ATP} r, 287, 5A \ � OJT 2 V•4 TC 287, �Tv \C 285.9 G 287. 29 x TP= 286.85 T G 285, 48 �C 7. 60 x TC 286, X 285, 0 �R \ x 285, 4 G 28, 4 286. 00 X q5, 27 ' S 1 C 287. 3S 6 2 6636 0 v x 285, G 286, 88 x G 285. 92 8 'TC 285. 82 C 6 33 X 284. 75 5 285. 36 G J x x G 28_ �3-287.5U, X 285, 06 GO�JS- \ , 285. 24 LOT 3 4A�r •���' TP= 287.00 ` PARKWAY PLAZA, PHASE SEVEN ° °,�� TC= 286.50 VOL, 479, PG. 691, MATCH E (STING CURB A�F �, \ TC 285, 69 �' R, 9 G 285. 14 TP= 286.00 AND PAVEMENT � c\ Z❑ N I N G C 1 X 284, 56 TC 2B5, 36 O rJ \ 2 u. 1 �( \ G 284, 82 TC 285, 25 FJ' V \2 29 x 284, \ TC gas. oe C= 286.50 •�1 - - -- � ,, G 284. 57 TC 285. 1 286.00 \ 284.9 TC 285.. ' , r. G 39 \ G 284, 67 x 284, 73 � � 284.9 C v TC 285. 13 TC 28'8 G 284. 60 \ 2$4: 285, 10 \ \ TCG2884.56 G 4.59 �\Y 284.69 x 284. 55 TC 284, 7 MATCH E (STING CURB G 2B 7 AND PAVEMtNT 0 x 284. 36 \ x. 284. 52 \ �t PAVIN r TC= TOP OF CURB ELEVATIVN TP= TOP OF PAVEMENT ELEVATION FF= FINISH FLOOR ELEVATION -�-- FLOW ARROW NOTE: EXISTING DRAINAGE PATTERN REMAIN UNCHANGED x 283. 91 x 283. 81 BENCHMARK: CITY OF COLLEGE STATION BENCHMARK NO. 120 ELEVATION: 301.34' TEM: "X" ON TOP OF INLET AT THE SOUTHWEST CORNER OF PROPERTY. ELEVATION: 28 1•.61' F.I.R.M. ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INSURANCE MAP NO. 480083 -0144 C, DATED JULY 2, 1992. THE SUBJECT PROPERTY LIES WITHIN ZONE "X" (UNSHADED), AREAS DETERMINED TO BE OUTSIDE THE 500 YEAR FLOOD PLAIN. SUBMITTAL DATE: 01 -10 -2003 e ®• GENERAL NOTES 1. McDONALD'S ROAD SIGN AND BASE ARE BY THE SIGN CONTRACTOR. CONDUIT AND WIRING ARE BY THE GENERAL CONTRACTOR. W 2. BASES, ANCHOR BOLTS, CONDUIT, AND WIRING FOR ALL OTHER SIGNS ARE BY THE GENERAL CONTRACTOR. 3. LIGHTING FIXTURES, BASES, POLES, CONDUIT, AND WIRING ARE BY THE OWNER /OPERATOR. 4. BASES FOR FLAGPOLES ARE BY THE GENERAL CONTRACTOR. ANCHOR m BOLTS ARE BY THE FLAGPOLE SUPPLIER. 5. PROPOSED UTILITIES ARE SHOWN IN SCHEMATIC ONLY. EXACT N LOCATIONS SHALL BE DETERMINED TO ALLOW FOR THE MOST ECONOMICAL INSTALLATION. z 6. THE CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES TO DETERMINE EXACT POINT OF SERVICE CONNECTION AT EXISTING UTILITY. REFER TO THE BUILDING ELECTRICAL AND PLUMBING w DRAWINGS FOR UTILITY SERVICE ENTRANCE LOCATIONS, SIZES, AND w 2 CIRCUITING. o 2 o 7. ALL ELEVA11ONS SHOWN ARE IN REFERENCE TO THE BENCHMARK a c°� 3 AND MUST BE VERIFIED BY THE GENERAL CONTRACTOR AT W_ w GROUNDBREAK. 0 � S W v w 8. FINISH WALK AND CURB ELEVATIONS SHALL BE 6" ABOVE FINISH PAVEMENT, UNLESS OTHERWISE NOTED ON PLANS. w 9. ALL LANDSCAPE AREAS SHALL BE ROUGH GRADED TO 6" BELOW a TOP OF ALL WALKS AND CURBS. FINISH GRADING, LANDSCAPING, cn AND SPRINKLER SYSTEMS ARE BY THE OWNER /OPERATOR. w 10. LOT LIGHTING CONCRETE FOOTINGS TO CONFORM WITH THE SOILS REPORT RECOMMENDATIONS FOR THIS PARTICULAR SITE. 11. TEXAS DEPARTMENT OF TRANSPORTATION o d• TRAFFIC PAINT #WPT -8F WHITE PAINT, IS THE APPROVED 0 LOT STRIPING BE USED. ¢ 12. THE GENERAL CONTRACTOR SHALL RUN A ROTO - ROOTER ° THROUGH ALL SEWER LINES THAT CONNECT TO A CITY MAIN PRIOR TO OPENING DAY. w a PAVING SPECIFICATION 3 OT ASPHALTIC MIX PER TXDOT ITEM 340,1993 STAND. SPEC. FOR ��s��aF CONSTR. OF HIGHWAYS, STREETS & BRIDGES. USE TYPE D SURFACE MIX. ...TE`„�tr a, FXit3�••,�ACF• ' 8" LIMESTONE STIR(:RADL, ............................... 8" LIME STABILIZED SUBGRADE (69L LIME BY DRY WEIG KE CHEN COMPACTED TO AT LEAST 95X MAX DRY DENSITY, TO - X TO +2X � � •��•�� �g�'jj••• r OF OPTIMUM MOISTURE CONTENT AS PER ASTM D -698. , ,Q� AS PH T ei T BUM 2" HOT ASPHALTIC MIX PER TXDOT ITEM 340,1993 STAND. SPEC. FOR =i L CONSTR. OF HIGHWAYS, STREETS do BRIDGES. USE TYPE D SURFACE MIX. F1 F'XIBI F RACE: 26�� 6" BLACK BASE 6" LIME STABILIZED SUBGRADE (6X LIME BY DRY WEIGH COMPACTED TO AT LEAST 95% MAX. DRY DENSITY, TO - TO +296 OF OPTIMUM MOISTURE CONTENT AS PER ASTM D -698. QO CRETE ALTERNATE 4000 PSI, 6" THICK CONCRETE (7" DUMPSTER AREA) WITH #3 REBAR AT 18' O.C.E.W. 6" LIME STABILIZED SUBGRADE (6X LIME BY DRY WEIGHT) COMPACTED TO AT LEAST 95X MAX DRY DENSITY TO -2X TO -2X OF OPTIMUM MOISTURE CONTENT AS PER ASTM D -698. I .[Y4IE: 1. McDONALD'S ENGINEER RESERVES THE RIGHT TO REQUEST A COMPACTION O I AND /OR A CORE SAMPLE. IF TESTS PROVE CORRECT, PER ABOVE o0 SPECIFICATION, TESTS WILL BE AT THE EXPENSE OF McDONALD'S, C4 OTHERWISE G.C. WILL BE CHARGED. ® OD 2. GEOTECHNICAL RECOMMENDATIONS BASED ON SOILS REPORT 102100 0 BY BANDY AND ASSOCIATES, INC., DATED JUNE 14, 2002 SITE LIGHTING 0 SECURITY LIGHTING SYSTEMS MODEL f ASB1000- MH -DB -MT O N LAMP TYPE, WATTAGE. METAL HALIDE, 1000 WATT 0 MOUNTING HEIGHT: 30' O_ = NOTE: ALL FIXTURES TO BE INSTALLED TILTED AT CD C A 30 DEGREE ANGLE. UNLESS OTHERWISE SPECIFIED. w M FINAL ADJUSTMENTS TO AIMING ANGLE /DIRECTION OF FIXTURES MAY Z n BE REQUIRED TO ELIMINATE LIGHT TRESPASS OR GLARE ONTO ADJOINING PROPERTIES OR ROADWAYS. O in PAVING AND D RAI 11- E P LAN ® = O PARKING INFORMATION (EXISTING) TOTAL 34 SPACES 18' -0" X 9' -0" 0 90 r SPACES 2 SPACES 18' -0" X 8' -0" 0 90 • M 3 SPACES 18' -0" X 9' -0" 81 60 • UTILITY INFORMATION (EXISTING) w SIZE TYPE LOCATION a SANITARY SEWER 4" ALONG NW PL. WATER 18" H WY. 6 Q STORM SEWER N/A SURFACE DRAIN ° ELECTRIC OH E H WY. 6 GAS 6" H WY. 6 K. Cllllen Engi l cic]CILIT g A DW1don of KC Un16sd. Ina 9 w J 3 Consultin Civil En ineers xixl ' ' '�° 310 14oi7 T 3 7 904 ¢ 9 9 Phone 713.952 x888 Fa>G 713.952.4044 O ¢ LEGEND (PROPOSED) 0- 0 CL ix Uj SANI SEW GAS < S S WATER VY S S - -„ --G -G a Z LOT LIGHT °'0 LP:30 Z Cn -9U cn r� S TO RM SE WER EXISTING ELEVATION 76.5 O O -ST E LECTRIC T ST- PROPOSED ELEVATION 77.0 U E E E E T T T DRAINAGE ARROW ---- PLAN SCALE: 1" = 20' STREET ADDRESSi 2420 TEXAS AVENUE w 1 CITY STAT STATUS DATE BY CO L EG E STATION TEXAS PRELIMINARY COUNTY PLAN DRAWN B RAZO S PLAN CHECKED REGIONAL DWG. NO KCE JOB # 0278 -01 = 2 42 -0289 DRWG. TITLE: 0278PD.DWG Of 7 TELE. M, H, TC 286, 70 2 f. 0 x x 285, 92 284.8 x x \� � � 86. 6 TC 28 51 x s0 TC 281 74 G 28$. IS 284, 4� x G 283. 8 286.80 284. s }/ x x \ 286.30` 17 ' 286. 18 2ss, o x / R= 100:00' \ x 284. 43 x 283, 13 L =11 5.58' TC 284, 06 1 TC G 283. 71 G 6. 0 < /,- 1 06 ° 1,fS ' n x 283. 43 � 284, 9 x L b = ) 48'58 "W \�� C = 169.25 284. 75 x 85. C 284, 15 x 283. 82 G G 2 283. 72 ' ❑A 2 84, 9p X 4 64 k TC= 286.90 TP= 286.40 \ 28 60pg \283. 99 x 284. O8 S G 283. 61 x 2 o TC= 286.50 TP= 28 6.00 �, QV C 283. 85 ti G 283. 48 x 284, 13 REVIEWED O1� 4. 87 COMPLIANCE O G 83. 38 0 x 284, 19 JUN 2.8 2004 1 SAN. M, H, TOP 285. 85. 37 C) , LLEGE STATION NW 4' PIPE FL 282. 57 ENGINEERIN S47 6" PIPE FL 282, 17 0 83. 61 x. 284. 18 G 283. 31 x 283. 86 x 283 2B � ALL DIMENSION ARE TO FACE OF \ x 284, 11 "✓ CURB UNLESS OTHERWISE NOTED. SET "X" IN CONC• x 284, 39 C 284. 46 284, 00 TC 284, x TC 284, 19 \ G �\ G 283. 72 x 283. 31 x. 284.03 TC 283. 70 \ 10° ❑AK,� 1 x \G 283, 28 ./ C 283. 58 \G 283. 22 x 284. 01 EXISTING FIRE l- WT1PANT ­ NOTES 1. MONUMENTATION (BENCHMARK) AS SHOWN. 2. THE U11UTIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEE THAT THE UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, ETHER IN SERVICE OR ABANDONED. THE EXACT LOCATION OF ALL UTILITIES SHALL BE FIELD VERIFIED BY CONTRACTOR BEFORE ANY ON SITE CONSTRUCTION ACTIVITY. IF ANY CONFLICTS EXIST BETWEEN THE DRAWINGS AND FIELD CONDITIONS, THE ENGINEER AND THE OWNER SHALL BE NOTIFIED IMMEDIATELY. 3. FIELD SURVEY COMPLETED BY CIVIL CONCEPTS INC. CONSTRUCTION NOTES 1. OVERHEAD LINES MAY EXIST ON THE PROPERTY. WE HAVE NOT ATTEMPTED TO MARK THOSE LINES SINCE THEY ARE CLEARLY VISIBLE, BUT YOU SHOULD LOCATE THEM PRIOR TO BEGINNING ANY CONSTRUC- TION. TEXAS LAW, SECTION 752, HEALTH AND SAFETY CODE, FORBIDS ALL ACTIVIT IN WHICH PERSONS OR THINGS MAY COME WITHIN SIX (6) FEET OF LIVE OVERHEAD VOLTAGE LINES. CONTRACTORS AND OWNERS ARE LEGALLY RESPONSIBLE FOR SAFETY OF CONSTRUCTION WORKERS UNDER THIS LAW. THIS LAW CARRIES BOTH CRIMINAL AND CIVIL LIABILITY. TO ARRANGE FOR LINES TO BE TURNED OFF OR MOVED, CALL CITY OF COLLEGE STATION ELECTRIC AT (979) 764 -3438 2. LOCATION OF ONCA GAS MAIN LINES ARE SHOWN APPROXIMATELY. THE CONTRACTOR SHALL CONTACT ONCA GAS AT (979) 774 -2506 AT LEAST 48 HOURS PRIOR TO CONSTRUCTION TO HAVE MAIN AND SERVICE LINES FIELD LOCATED. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION BEFORE COMMENCING WORK AND AGREE TO BE FULLY RESPONSIBLE FOR ANY DAMAGES CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE THESE UNDERGROUND FACILITIES. 3. THE LOCATIONS OF TELEPHONE UTILITIES ARE SHOWN APPROXIMATELY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION BEFORE COMMENCING WORK. CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE THESE UNDERGROUND UTILITIES. CALL VERIZON TELEPHONE AT (888) 483 -5600 4. THE LOCATION AND ELEVATIONS OF EXISTING UTILITIES AND PAVEMENT ARE SHOWN IN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES AND PAVEMENT, AND FIELD VERIFY TOPOGRAPHIC INFORMATION BEFORE COMMENCING WORK. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ANY DAMAGES CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND MAINTAIN THESE FACILITIES. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE FOUND. 5. CONTRACTOR TO NOTIFY THE "UNDERGROUND UTILITY COORDINATING COMMITTEE" AT (800) 245 -4545 AT LEAST 48 HOURS PRIOR TO STARTING WORK IN STREET RIGHTS -OF -WAY OR EASEMENTS. 6. CONTRACTOR SHALL CONFORM TO LATEST OSHA REQUIREMENTS FOR EXCAVATIONS AND TRENCHING. 7. CONTRACTOR TO OBTAIN ALL CONSTRUCTION PERMITS REQUIRED BY THE CITY OF COLLEGE STATION AND ANY OTHER APPLICABLE REGULATORY AGENCY. 8. EXISTING PAVEMENT, STRUCTURES, AND OTHER FACILITIES DAMAGED BY THE CONTRACTOR DURING CONSTRUCTION OPERATIONS SHALL BE REPLACED AT CONTRACTOR'S EXPENSE TO APPLICABLE AGENCY STANDARDS AND /OR BETTER CONDITIONS. 9. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF COLLEGE STATION SPECIFICATIONS AND CONSTRUCTION STANDARDS AS CURRENTLY AMENDED. UTILITY CONSTRUCTION NOTES 1. WATER AND SEWER TAPS SHALL BE PER REQUIREMENTS OF THE CITY OF COLLEGE STATION. WATER TAP, METER AND SERVICE LINE TO PROPERTY LINE TO BE INSTALLED BY CONTRACTOR. 2. SANITARY SEWER BACKFILL AND BEDDING PER DETAIL SHEET C -4. 3. SPECIAL BACKFILL FOR SANITARY TRENCHES UNDER PROPOSED PAVEMENT SHALL BE 2 SACK CEMENT STABILIZED SAND TO WITHIN 1 FOOT BELOW SUBGRADE. 4. GUIDELINES SET FORTH IN THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES SHALL BE OBSERVED BY THE CONTRACTOR. 5. WATER LINES AND SANITARY SEWER LINES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF COLLEGE STATION STANDARDS, AS CURRENTLY AMENDED. 6. MINIMUM HORIZONTAL (OUT TO OUT) CLEARANCE BETWEEN SANITARY SEWER AND WATER LINES IS 9 FEET, UNLESS OTHERWISE INDICATED. 7. SANITARY SEWERS WITHIN THE PROJECT SHALL BE PRIVATELY OWNED, OPERATED, AND MAINTAINED BY OWNERS. 8. ALL SPOIL MATERIAL SHALL BE REMOVED FROM SITE UNLESS OTHERWISE DIRECTED BY OWNER OR ENGINEER. 9. ALL WATER LINES TO HAVE A MINIMUM OF 4 FEET OF COVER BELOW EXISTING NATURAL GROUND AND /OR PROPOSED PAVEMENT. 10. ALL WATERLINE SERVICE PIPE SHALL BE TYPE K COPPER. 11. ALL CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH 12. (ALL. CONCRETE FOR UTlL1TY CONSTRUC110N SHALL HAVE A 28 DAY MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. 13. SANITARY SEWER PIPE MATERIAL IS PVC (SDR 26), ASTM D -3034. 14. ALL SDR /DR PVC PIPES ARE TO HAVE RUBBER GASKETED BELL-AND- SPIGOT TYPE JOINT ENDS, ASTM F477. ALL DR PVC PIPE USED IS TO HAVE CIP SIZE ODS. 15. CONTRACTOR SHALL CONTACT THE CITY OF COLLEGE STATION AT (979) 764 -3500 AT LEAST 48 HOURS PRIOR TO COMMENCING CONSTRUCTION. 16. A DURABLE METAL WIRE SHALL BE CONCURRENTLY INSTALLED OR OTHER MEANS PROVIDED FOR DETECTION, PURPOSES ON PVC PIPE. 17. CEMENT STABILIZED SAND FOR SANITARY SEWER BEDDING SHALL PRODUCE A MINIMUM UNCONFINED COMPRESSIVE STRENGTH OF ONE HUNDRED POUNDS PER SQUARE INCH (100 PSI) IN FORTY -EIGHT (48) HOURS WHEN COMPACTED TO NINETY -FIVE PERCENT (9596) STANDARD PROCTOR DENSITY (ASTM D 698) WITHOUT ADDITIONAL MOISTURE CONTROL., 18. DEVELOPER PROVIDES 30' OF #4 RIGI C NDUIT FOR RISER POLES. DEVELOPER INSTALLS FIRST 10', CITY INSTALLS REMAINDER 19. ALL BACKFLOW DEVISES MUST BE INSTALLED AND TESTED UPON INSTALLATION AS PER CITY ORD. 2394 CAUTION! BEFORE YOU DIG - CALL UNDERGROUND UTILITY 1- 800 - 245 -4545 COORDINATING COMMITTEE CITY OF COLLEGE STATION (ELECTRIC) (979) 764 -3438 VERIZON TELEPHONE (888) 483 -5600 ONCA (GAS) (979) 774 -2506 POINT OF CONNECTION FOR TELEPHONE SERVICE, TO EXISTING PEDESTAL BY VERIZON, 8 ' U& ffi . SMT, COt YE TO CONDUIT'SPAND D. BY CONTRACTOR PER CITY SPECIFICATIONS AND DESIGN. 2" CONDUIT FOR TELEPHONE SERVICE.(CONDUIT do TRENCH BY G CONTRACTOR, LINE BY VERIZON) tx 911 1 WATER LINE SANI TARY NOTES: 1C KITCHEN ® RESTROOMS i u �N I � J b 01 F CONNECTION ~° FO // " SS SERVICE TO p� II NG SANITARY MH ` SAN. SWR. M. H. TOP 285.37 NW 4' PIPE FL 282.57 SW 6' PIPE FL 282.17 UTILITY CONTACTS: CITY OF COLLEGE STATION (WATER AND SEWER) (979) 764 -3660 CITY OF COLLEGE STATION ( ELECTRIC) 979) 764 -3438 ONCA (GAS) (979) 774 -2506 VERIZON (TELEPHONE) (888) 774 -2506 ' 24' RCP TELE, M. H. T o o / \ R = 100:00' L= 116.5 ' If ,QB,S� "48'58"W CD 9.25 P P Q. O V � EXISTING FIRE HYDRANT -( r UTILITY TAP LEND O (SIZE) Vii! SANITARY SEWER WATER /DOMESTIC _ WATER/IRRIGATION COMPLIANCE JU 2 & 2004 LEGE STA i 1011 ENGINEER NOTE: ALL DIMENSION ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. BENCHMARK: CITY OF COLLEGE STATION BENCHMARK NO. 120 ELEVATION: 301.34' TBM: "X" ON TOP OF INLET AT THE SOUTHWEST CORNER OF PROPERTY. ELEVATION: 284.61' F.I.R.M. ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INSURANCE MAP NO. 480083 -0144 C. DATED JULY 2, 1992. THE SUBJECT PROPERTY LIES WITHIN ZONE "X" (UNSHADED), AREAS DETERMINED TO BE OUTSIDE THE 500 YEAR FLOOD PLAIN. SUBMITTAL DATE: 01 -10 -2003 MANUFACTURER'S WIRING RECOMMENDATION RECOMMENDED W PRIMARY BUILDING TO CONDUIT AMP LOAD AMP LOAD WISE SIZE TOP OF SIGN ,9E AT 24DV AT 240V 90 -200 8 100' in 35.20 60 AMPS/ SIGN WITH i s 175' 1-1/4 24OV /DbI >- A & 4 275' 1 -1/4" POLE m 3 350' 1 -1 /4" f _ " 1 50' 1-1/2 N M 90 -100 8 250' i 15.00 40 AMPS/ SIGN WITH 6 400' 1-1/4 24OV /Dbl O O ARCHES do POLE Z Z DT OUTLET 4 650' 1 -1 /4" 3 825' 1-1/4- P P 2 1025' 1-1/4 Z Z 1 1300' 1-1/2 Z m m CLASSIC 8 350' 1" 11.00 40 AMPS/ 0 2 0 0 ROAD 6 550 1 -1/4" 24OV /Dbl F� V V SIGN 4 875' 1-1/4- POLE 0- 0 3 3 3 1125' 1 -1/4" V }. W W 70 -200 6 300' in 46.45 60 AMPS/ W V 5 5 W W EXP CABINET 4 450' 1 -1/4" 240V /DbI 0 x w WITH DT 2 600' POLE w OONTA T S�WCHH 0' Q 1 750' Q SHOULD BE USED cn cn FOR MANUALLY RUNN 7HE SKIN ON W W CL 0- 70 -200 8 175' in 24.45 40 AMPS/ WITH DT 6 300' in 240V /DbI APPENDAGE 4 450' 1 -1/4" POLE d , 2 600' 1 -1/4" O 70 -150 8 175' 1 M 15.40 40 AMPS/ o WITH DT 6 300 1 24OV /Dbl 0 to APPENDAGE 4 450' 1 -1/4" POLE 2 600' 1-1/4 w N M 70 -100 W 8 264' in 12.20 20 AMPS / APPENDAGE 6 300' in 240V /DbI #4 450' 1-1/4w POLE 70 -80 8 264' in 12.00 20 AMPS/ ti1t1�1E1 WITH DT 6 300' in 24OV /DbI •' OF ) = APPENDAGE #4 450' 1 -1/4" POLE �•�I".• 70 -50 8 295' 1 " 8.65 20 AMPS/ ft.. . .. .. ... ... WITH DT 6 300' 1 " 24OV /DbI E ....... .. ...... X14 450 • " POLE .. 1 _ /4 1 1 79711 , WITH DT 8 420 In 12.15 12OV/ NGLE POLE 70 -25 #8 420' in 10.80 20 AMPS/ WITH DT O 120V 120V/SINGLE APPENDAGE NO DIRECTIONAL SIGN DISTANCES SHOULD BE MEASURED FROM THE BREAKER IN THE BUILDING TO TO THE TOP OF THE SIGN, DRIVE -THRU APPENDAGE, AND TWO 70 -5A DIRECTIONAL SIGNS. , ANY ADDITIONAL EQUIPMENT ADDED TO THE ROAD SIGN CURRENT WILL ALTER O I RECOMMENDATIONS. N ALLOWABLE VOLTAGE DROP OF 596 CALCULATED. 00 0 � F O ~ SITE LIGHTING 0 SECURITY LIGHTING SYSTEMS MODEL # AS61000- MH -DB -MT � cn LAMP TYPE, WATTAGE: METAL HALIDE, 1000 WATT OZ o MOUNTING HEIGHT: 30' NOTE: ALL FIXTURES TO BE INSTALLED TILTED AT 0 A 30 DEGREE ANGLE. UNLESS OTHERWISE SPECIFIED. WW 0 FINAL ADJUSTMENTS TO AIMING ANGLE /DIRECTION OF FIXTURES MAY Z m BE REQUIRED TO ELIMINATE LIGHT TRESPASS OR GLARE ONTO ADJOINING PROPERTIES OR ROADWAYS. p N UTILITY PLAN D = 3 Q o PARKING INFORMATION (EXISTING) TOTAL 34 SPACES 18' -0" X 9' -0" O 90 • SPACES 2 SPACES 18' -0" X 8' -0" O 90 • 4 n 3 SPACES 18' -0" X 9' -0" O 60 • UTILITY INFORMATION (EXISTING) i U ,, N W SIZE TYPE LOCA11ON o O Q SANITARY SEWER 4" ALONG NW PL. WATER 18" HWY. 6 STORM SEWER N/A SURFACE DRAIN o ELECTRIC OHE HWY. 6 GAS 6" HWY. 6 K. Chen Engincering A DIVW. of KC Unified, hm a cn cn w CTVTI Eng ineers °16t S�voy� S"TE° 310, HouMan Tom 77036 Consulting w 9 9 M 713152.6888 Fmc 713.952.9904 O Q LEGEND (PROPOSED) a 0 SANI SEW GAS < S S S S Z z WATER LOT LIGHT o-0 LP:30 0 STO SEWER EXISTING ELEVATION 76.5 0 ' p -ST ST ST ST- V ELECTRIC PROPOSED ELEVATION 77.0 E -•E -E E T DRAINAGE ARROW T T T T ~- PLAN SCALE: 1" = 20' STREET ADDRESS Ei 2420 TEXAS AVENUE CITY S STATUS DATE BY C STATION TEX PRELIMINARY COUNTY PLAN DRAWN B RA\O S PLAN CHECKED REGIONAL DWG. NO KCE JOB # 0278 -01 C= 42-0289 DRWG. TITLE: 02781) P. DWG of 7 vC, '. TRANSFORMER dc' PAD ELECTRIC SERVICE. WORMER BY CITY OLLEGE STATION, PAD ONT,RACTOR PER CITY 4 " h 15 GALLON E TRAP DUMPS R / �E`R DETAIL AREA /SHEET C -4 �R 6' S f� WELL P DET SHEET 0 FL(IN) -28 4 CONC. F F- W I- La TRENCH SAFETY NOTE: IF ANY TRENCH ON THIS JOB SITE, INCLUDING OPEN EXCAVATIONS WHOSE DIMENSIONS CAUSE THEM TO BE CONSIDERED TRENCHES BY OSHA, REGARDLESS OF WHETHER FOR THE INSTALLATION OF UTILITIES, FOUNDATIONS OR ANY OTHER SITE ELEMENT, IS EQUAL TO OR GREATER THAN 5.00' IN DEPTH, THEN THE CONTRACTOR SHALL NOT PERFORM ANY TRENCHING ON THIS SITE UNTIL HE HAS FIRST OBTAINED DETAILED PLANS AND SPECIFICATIONS FOR TRENCH SAFETY SYSTEMS CONFORMING TO OSHA REQUIREMENTS. SUCH PLANS AND SPECIFICATIONS SHALL BE PREPARED BY A REGISTERED PROFESSIONAL ENGINEER EMPLOYED BY OR CONTRACTED BY THE CONTRACTOR AND SHALL BE CONSIDERED A PART OF THE CONTRACTOR'S MEANS AND METHODS OF CONSTRUCTION. THE PROJECT ARCHITECT AND PROJECT ENGINEER ASSUME NO RESPONSIBILITY FOR THE CONTRACTOR'S MEANS AND METHODS OF CONSTRUCTION. IF THIS PROJECT IS OFFERED FOR BID, THE BIDS MUST CONTAIN A SEPARATE UNIT PRICE PAY ITEM FOR TRENCH SAFETY. S63 0 57'34 "E 21.32' -10' PUBLIC ESMT, TO THE CITY OF COLLEGE STATION VOL, 304, PG, 70, B. C. D. R. PROP. POINT OF r '0 y� CONNECTION FOR 2" OAK GAS SERVICE TO + 0J5 EXISTING 6" GAS MAIN :J \\\ �r 10' CEDAR Dp SAVE & EXCEPT p CE AP. 0,036 ACRES CONVEYED TO TEXAS DEPARTMENT OF TRANSPORTATION M T' J sr C, F. NO, 0734671, B. C, P. FFOR P. 1 WATER METER F IRRIGATI ON W/ CHECK VE AND BACKFLOW VENTOR PER CITY ORDINANCE 2394. METER BY CITY, FEES BY CONTRACTOR. 0 LINE TL s tiF PROP. POINT OF / �2' CR CONNECTION TO EXISTING � TLE W ATER METER FOR BUILDING W /CHECK FLOW \ j 0 . RTL PREVENTOR, FEES BY CONTRACTOR. / 10" 2" WATER + 2, E 6' GAS LINE \ ` g MYRTL O SEE NOTE # 7 LINE 1 a \ \tr \ a . 4" PVC FL =285.00 \ 2 C O 4 A t p s, NP ''g GQ�Is A �jti\ 17 �0 jAC � \ • d _ n 6CCF ORC� \ Y . L S' R= ll9 fRTLE L =41. R Z o / 6' 18' WATER. LINE SEE NOTE # 6 10' PUBLIt`UTIL T PLAY GROUND 6 ss S% 6" PVC A, 0 96 A J' s r - - -- NOTES: 0 DEVELOPER PROVIDES 30' OF #4 RIGID CONDUIT FOR RISER POLES. DEVELOPER INSTALLS FIRST 10'. CITY INSTALLS REMAINDER. ALL BACKFLOW DEVICES MUST BE INSTALLED AND TESTED UPON INSTALLA11ON AS PER CITY ORDINANCE 2394. LEGEND EXISTING © PAY PHONE -411111111- MCDONALD' S SIGN ® TRAFFIC CONTROL BOX ® TRAFFIC SIGNAL POLE N IRRIGATION VALVE O LIGHT STANDARD GAURD POST WATER METER TELEPHONE PEDESTAL POWER POLE v GUY WIRE �- STREET SIGN GAS VALVE GAS METER C CLEAN OUT GREASE TRAP FIRE HYDRANT I. R• IRON ROD FND. FOUND J. C. O. P. R. R. P. JEFFERSON COUNTY OFFICIAL PUBLIC RECORDS REAL PROPERTY CONC. CONCRETE CAUTION! BEFORE YOU DIG - CALL UNDERGROUND UTILITY 1- 800 - 245 -4545 COORDINATING COMMITTEE CITY OF COLLEGE STATION (ELECTRIC) (979) 764 -3438 VERIZON TELEPHONE (888) 483 -5600 ONCA (GAS) (979) 774 -2506 POINT OF CONNECTION FOR TELEPHONE SERVICE, TO EXISTING PEDESTAL BY VERIZON, 8 ' U& ffi . SMT, COt YE TO CONDUIT'SPAND D. BY CONTRACTOR PER CITY SPECIFICATIONS AND DESIGN. 2" CONDUIT FOR TELEPHONE SERVICE.(CONDUIT do TRENCH BY G CONTRACTOR, LINE BY VERIZON) tx 911 1 WATER LINE SANI TARY NOTES: 1C KITCHEN ® RESTROOMS i u �N I � J b 01 F CONNECTION ~° FO // " SS SERVICE TO p� II NG SANITARY MH ` SAN. SWR. M. H. TOP 285.37 NW 4' PIPE FL 282.57 SW 6' PIPE FL 282.17 UTILITY CONTACTS: CITY OF COLLEGE STATION (WATER AND SEWER) (979) 764 -3660 CITY OF COLLEGE STATION ( ELECTRIC) 979) 764 -3438 ONCA (GAS) (979) 774 -2506 VERIZON (TELEPHONE) (888) 774 -2506 ' 24' RCP TELE, M. H. T o o / \ R = 100:00' L= 116.5 ' If ,QB,S� "48'58"W CD 9.25 P P Q. O V � EXISTING FIRE HYDRANT -( r UTILITY TAP LEND O (SIZE) Vii! SANITARY SEWER WATER /DOMESTIC _ WATER/IRRIGATION COMPLIANCE JU 2 & 2004 LEGE STA i 1011 ENGINEER NOTE: ALL DIMENSION ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. BENCHMARK: CITY OF COLLEGE STATION BENCHMARK NO. 120 ELEVATION: 301.34' TBM: "X" ON TOP OF INLET AT THE SOUTHWEST CORNER OF PROPERTY. ELEVATION: 284.61' F.I.R.M. ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INSURANCE MAP NO. 480083 -0144 C. DATED JULY 2, 1992. THE SUBJECT PROPERTY LIES WITHIN ZONE "X" (UNSHADED), AREAS DETERMINED TO BE OUTSIDE THE 500 YEAR FLOOD PLAIN. SUBMITTAL DATE: 01 -10 -2003 MANUFACTURER'S WIRING RECOMMENDATION RECOMMENDED W PRIMARY BUILDING TO CONDUIT AMP LOAD AMP LOAD WISE SIZE TOP OF SIGN ,9E AT 24DV AT 240V 90 -200 8 100' in 35.20 60 AMPS/ SIGN WITH i s 175' 1-1/4 24OV /DbI >- A & 4 275' 1 -1/4" POLE m 3 350' 1 -1 /4" f _ " 1 50' 1-1/2 N M 90 -100 8 250' i 15.00 40 AMPS/ SIGN WITH 6 400' 1-1/4 24OV /Dbl O O ARCHES do POLE Z Z DT OUTLET 4 650' 1 -1 /4" 3 825' 1-1/4- P P 2 1025' 1-1/4 Z Z 1 1300' 1-1/2 Z m m CLASSIC 8 350' 1" 11.00 40 AMPS/ 0 2 0 0 ROAD 6 550 1 -1/4" 24OV /Dbl F� V V SIGN 4 875' 1-1/4- POLE 0- 0 3 3 3 1125' 1 -1/4" V }. W W 70 -200 6 300' in 46.45 60 AMPS/ W V 5 5 W W EXP CABINET 4 450' 1 -1/4" 240V /DbI 0 x w WITH DT 2 600' POLE w OONTA T S�WCHH 0' Q 1 750' Q SHOULD BE USED cn cn FOR MANUALLY RUNN 7HE SKIN ON W W CL 0- 70 -200 8 175' in 24.45 40 AMPS/ WITH DT 6 300' in 240V /DbI APPENDAGE 4 450' 1 -1/4" POLE d , 2 600' 1 -1/4" O 70 -150 8 175' 1 M 15.40 40 AMPS/ o WITH DT 6 300 1 24OV /Dbl 0 to APPENDAGE 4 450' 1 -1/4" POLE 2 600' 1-1/4 w N M 70 -100 W 8 264' in 12.20 20 AMPS / APPENDAGE 6 300' in 240V /DbI #4 450' 1-1/4w POLE 70 -80 8 264' in 12.00 20 AMPS/ ti1t1�1E1 WITH DT 6 300' in 24OV /DbI •' OF ) = APPENDAGE #4 450' 1 -1/4" POLE �•�I".• 70 -50 8 295' 1 " 8.65 20 AMPS/ ft.. . .. .. ... ... WITH DT 6 300' 1 " 24OV /DbI E ....... .. ...... X14 450 • " POLE .. 1 _ /4 1 1 79711 , WITH DT 8 420 In 12.15 12OV/ NGLE POLE 70 -25 #8 420' in 10.80 20 AMPS/ WITH DT O 120V 120V/SINGLE APPENDAGE NO DIRECTIONAL SIGN DISTANCES SHOULD BE MEASURED FROM THE BREAKER IN THE BUILDING TO TO THE TOP OF THE SIGN, DRIVE -THRU APPENDAGE, AND TWO 70 -5A DIRECTIONAL SIGNS. , ANY ADDITIONAL EQUIPMENT ADDED TO THE ROAD SIGN CURRENT WILL ALTER O I RECOMMENDATIONS. N ALLOWABLE VOLTAGE DROP OF 596 CALCULATED. 00 0 � F O ~ SITE LIGHTING 0 SECURITY LIGHTING SYSTEMS MODEL # AS61000- MH -DB -MT � cn LAMP TYPE, WATTAGE: METAL HALIDE, 1000 WATT OZ o MOUNTING HEIGHT: 30' NOTE: ALL FIXTURES TO BE INSTALLED TILTED AT 0 A 30 DEGREE ANGLE. UNLESS OTHERWISE SPECIFIED. WW 0 FINAL ADJUSTMENTS TO AIMING ANGLE /DIRECTION OF FIXTURES MAY Z m BE REQUIRED TO ELIMINATE LIGHT TRESPASS OR GLARE ONTO ADJOINING PROPERTIES OR ROADWAYS. p N UTILITY PLAN D = 3 Q o PARKING INFORMATION (EXISTING) TOTAL 34 SPACES 18' -0" X 9' -0" O 90 • SPACES 2 SPACES 18' -0" X 8' -0" O 90 • 4 n 3 SPACES 18' -0" X 9' -0" O 60 • UTILITY INFORMATION (EXISTING) i U ,, N W SIZE TYPE LOCA11ON o O Q SANITARY SEWER 4" ALONG NW PL. WATER 18" HWY. 6 STORM SEWER N/A SURFACE DRAIN o ELECTRIC OHE HWY. 6 GAS 6" HWY. 6 K. Chen Engincering A DIVW. of KC Unified, hm a cn cn w CTVTI Eng ineers °16t S�voy� S"TE° 310, HouMan Tom 77036 Consulting w 9 9 M 713152.6888 Fmc 713.952.9904 O Q LEGEND (PROPOSED) a 0 SANI SEW GAS < S S S S Z z WATER LOT LIGHT o-0 LP:30 0 STO SEWER EXISTING ELEVATION 76.5 0 ' p -ST ST ST ST- V ELECTRIC PROPOSED ELEVATION 77.0 E -•E -E E T DRAINAGE ARROW T T T T ~- PLAN SCALE: 1" = 20' STREET ADDRESS Ei 2420 TEXAS AVENUE CITY S STATUS DATE BY C STATION TEX PRELIMINARY COUNTY PLAN DRAWN B RA\O S PLAN CHECKED REGIONAL DWG. NO KCE JOB # 0278 -01 C= 42-0289 DRWG. TITLE: 02781) P. DWG of 7 vC, '. TRANSFORMER dc' PAD ELECTRIC SERVICE. WORMER BY CITY OLLEGE STATION, PAD ONT,RACTOR PER CITY 4 " h 15 GALLON E TRAP DUMPS R / �E`R DETAIL AREA /SHEET C -4 �R 6' S f� WELL P DET SHEET 0 FL(IN) -28 4 CONC. F F- W I- La TRENCH SAFETY NOTE: IF ANY TRENCH ON THIS JOB SITE, INCLUDING OPEN EXCAVATIONS WHOSE DIMENSIONS CAUSE THEM TO BE CONSIDERED TRENCHES BY OSHA, REGARDLESS OF WHETHER FOR THE INSTALLATION OF UTILITIES, FOUNDATIONS OR ANY OTHER SITE ELEMENT, IS EQUAL TO OR GREATER THAN 5.00' IN DEPTH, THEN THE CONTRACTOR SHALL NOT PERFORM ANY TRENCHING ON THIS SITE UNTIL HE HAS FIRST OBTAINED DETAILED PLANS AND SPECIFICATIONS FOR TRENCH SAFETY SYSTEMS CONFORMING TO OSHA REQUIREMENTS. SUCH PLANS AND SPECIFICATIONS SHALL BE PREPARED BY A REGISTERED PROFESSIONAL ENGINEER EMPLOYED BY OR CONTRACTED BY THE CONTRACTOR AND SHALL BE CONSIDERED A PART OF THE CONTRACTOR'S MEANS AND METHODS OF CONSTRUCTION. THE PROJECT ARCHITECT AND PROJECT ENGINEER ASSUME NO RESPONSIBILITY FOR THE CONTRACTOR'S MEANS AND METHODS OF CONSTRUCTION. IF THIS PROJECT IS OFFERED FOR BID, THE BIDS MUST CONTAIN A SEPARATE UNIT PRICE PAY ITEM FOR TRENCH SAFETY. S63 0 57'34 "E 21.32' -10' PUBLIC ESMT, TO THE CITY OF COLLEGE STATION VOL, 304, PG, 70, B. C. D. R. PROP. POINT OF r '0 y� CONNECTION FOR 2" OAK GAS SERVICE TO + 0J5 EXISTING 6" GAS MAIN :J \\\ �r 10' CEDAR Dp SAVE & EXCEPT p CE AP. 0,036 ACRES CONVEYED TO TEXAS DEPARTMENT OF TRANSPORTATION M T' J sr C, F. NO, 0734671, B. C, P. FFOR P. 1 WATER METER F IRRIGATI ON W/ CHECK VE AND BACKFLOW VENTOR PER CITY ORDINANCE 2394. METER BY CITY, FEES BY CONTRACTOR. 0 LINE TL s tiF PROP. POINT OF / �2' CR CONNECTION TO EXISTING � TLE W ATER METER FOR BUILDING W /CHECK FLOW \ j 0 . RTL PREVENTOR, FEES BY CONTRACTOR. / 10" 2" WATER + 2, E 6' GAS LINE \ ` g MYRTL O SEE NOTE # 7 LINE 1 a \ \tr \ a . 4" PVC FL =285.00 \ 2 C O 4 A t p s, NP ''g GQ�Is A �jti\ 17 �0 jAC � \ • d _ n 6CCF ORC� \ Y . L S' R= ll9 fRTLE L =41. R Z o / 6' 18' WATER. LINE SEE NOTE # 6 10' PUBLIt`UTIL T PLAY GROUND 6 ss S% 6" PVC A, 0 96 A J' s r - - -- NOTES: 0 DEVELOPER PROVIDES 30' OF #4 RIGID CONDUIT FOR RISER POLES. DEVELOPER INSTALLS FIRST 10'. CITY INSTALLS REMAINDER. ALL BACKFLOW DEVICES MUST BE INSTALLED AND TESTED UPON INSTALLA11ON AS PER CITY ORDINANCE 2394. GREASE TRAP CALCULATION TOTAL NUMBER MEAL WASTE FLOW RETENTION STORAGE _ APPROX. INTERCEPTOR SIZE OF SEATS X FACTOR X RATE (GAL /MEAL) X TIME (HRS) FACTOR - (LIQUID CAPACITY) 93 X 1.33 X 2 X 1.5 X 3.0 = 11 13.21 GALLONS (USE 1500) 24" HEAVY DUTY CAST - IRON FRAME & COVER WITH "GASTIGHT" GASKET - STANDARD. 6 AND FITTINGS STANDARD " INLET & OUTLET PIP RISERS AS READ. Z J gm �¢ SECTION SPECIFICATIONS: CONCRETE: CLASS 1 CONCRETE WITH DESIGN STRENGTH OF 4500 PSI AT 28 DAYS. REINFORCEMENT: GRADE 60 REINFORCED. NO 4 STEEL REBAR TO CONFORM TO ASTM A615 ON REQUIRED CENTERS OR EQUAL. MANHOLE COVERS: MANHOLE FRAMES AND COVERS SHALL BE MANUFACTURED OF GREY CAST IRON CONFORMING TO ASTM A48 -76 CLASS 35. MANHOLE SHALL HAVE 24" INSIDE DIAMETER AND BE TRAFFIC DUTY. ENGINEERING DATA: GREASE TRAP IS STRUCTURALLY AND HYDRAULICALLY ENGINEERED AND CONFORMS TO UNIFORM PLUMBING CODE. LIQUID CAPACITY IS 1,024 GALLONS AND GREASE RETENTION IS APPROXIMATELY 2,600 POUNDS. RECOMMENDED FOR FLOW RATES UP TO 28 GALLONS PER MINUTE. FIELD EXCAVATION AND PREPARATION SHALL BE COMPLETED PRIOR TO DELIVERY OF GREAS TRAP. USE DIMENSIONAL DATA AS SHOWN. G.T. SIZE DIM. "A" DIM. "B" 1000 GALLON 8' -4" 6' -0" 1500 GALLON 9' -6" 7' -5" - 6 NOTE: ALL ANCHOR BOLTS SHALL BE GALVANIZED. ALL EXPOSED CONCRETE SHALL HAVE CHAMFERED EDGES. NOTE: GENERAL CONTRACTOR TO CONFIRM ANCHOR BOLT PATTERN WITH EQUIPMENT SUPPLIER' PRIOR TO POURING FOUNDATION. NOTE: GENERAL CONTRACTOR TO CONFIRM ANCHOR BOLT PATTERN WITH EQUIPMENT SUPPLIER PRIOR TO POURING FOUNDATION. 0 m m v co i� A 2e -8„ J 6 ° TOP VIEW 3/4 " STL. BASE PLATE 1/4 " STL. LEVELING PL NOTE: ALL ANCHOR BOLTS SHALL BE GALVANIZED. ALL EXPOSED CONCRETE SHALL HAVE CHAMFERED 11" EDGES. 1" STL. BASE PLATE SE INTERCEPTOR BOL� .33X2X1.5X3.0- 1113.21 CIRCLE fXHID E-M LIGHTING POLE mo AVE: 104,000 GALLONS 2" HAND HOLE WITH COVER (4) 3/4 "x 36" ANCHOR BOLTS PLUS 3" • 1 :1 HOOK 4 MIN. BOLT PROJECTION i ''I TYPE � �1111IU 9M1�1 III1111 • ' % I ('1 3/4 " STL. BASE PLATE 1/4 " STL. LEVELING PL NOTE: ALL ANCHOR BOLTS SHALL BE GALVANIZED. ALL EXPOSED CONCRETE SHALL HAVE CHAMFERED 11" EDGES. 1" STL. BASE PLATE SE INTERCEPTOR BOL� .33X2X1.5X3.0- 1113.21 CIRCLE fXHID E-M LIGHTING POLE mo AVE: 104,000 GALLONS 2" HAND HOLE WITH COVER (4) 3/4 "x 36" ANCHOR BOLTS PLUS 3" • 1 :1 HOOK 4 MIN. BOLT PROJECTION i ''I TYPE VISUAL OPENINGS • ' % I ('1 TOP OF PAVEMENT WIDTH LENGTH 2' -6" HIGH RIGID FIBER FORM 1 OVERALL LENGTH (SONOTUBE) FORM FILLED WITH • - . I arm CONCRETE .. • . 55.39 (4) #5 BARS W/ #3 TIES 0 12" B 14 LOCATE ALTERNATE LOCATIONS "1"d. • °F ! FROM ANCHOR BOLTS 21.39 C 3/4 " HEAVY WALL CONDUIT EXTEND 20.0 6.728 TO BUILDING ELECT. SERVICE 7.39 7.89 OTE '' A ' •. 1. LIGHT POLES, BASE PLATE AND 20.625 114.89 IN TA� ED OBYSG C UPPLIED AND E LIGHT STD. DETAIL 10 N.T.S. 4' -6' TYPE VISUAL OPENINGS 1 POP # MENU WIDTH LENGTH WIDTH SCORED LOGTH OVERALL LENGTH A 37 I arm 54.728 20.625 55.39 ■ B 14 20.0 20.288 20.625 20.89 21.39 C 5 20.0 4' -6' PLAN VIEW NLET SEWER NLEf DROP 3ROUT 2 1/4 " 15" T &G RCP 'ROP SEWER DUCTILE IRON FRAME & LID MANUFACTURED BY NEENAH FOUNDRY CO. CAT. #R6017 OR EQUAL. GRADE 0 PAVING < 2 <� 15" INLET SEW E 15" 2 „ SEWER CUT OF PIPE < TO SPRING LINE 1 - O lt I - - c� MORTAR FILL °s R T6 CONCRETE BASE 8 15" T &G RCP :. r+r+ 10 1 1/4 MIN. 8 /4 " SASH WAY 30 Q ~�1 1/4 " MIN. FRONT SIDE VIEW WITH SECTION VIEW RING & COVER RESERVED FO DISABLED 11 SAMPLE WELL DETAIL VAN ACCESSI@LE N.T.S. mot• 2x2 STEEL POST 0 FIN. GRADE 0 PARKING7 in NO REBAF 2' OF LO( CONCRETE CURBS P.V.C. SENSOR (NO REBAR WITHIN 24" OF SSENSOR) 3 18 0. L. UT 24" CLEAR OF SENSOR LOOP. P.V.C. SLEEVE THRU CONC. CURB. 3/4 " P.V.C. CONDUIT TO PROJECT 10" INTO CONC. PAD STUB UP 4" TO 2 "X 4" J -BOX BY G.C. SHIGH PIPE BOLLARD, 6" DIA. &12 OFF CURB FACE CUSTOMER ORDER DISPLAY 1" CONDUIT FOR COM- MUNICATIONS TO DRIVE THRU BOOTH COUNTER STUB UP 4" TO J -BOX BY G.C. MENU BOARD 1/2 " CONDUIT FOR PWR TO ELECT. PANEL. STUB UP TO J -BOX BY G.C. J a v J m NOTE: CONTACT MANUFACTURER FOR J ACTUAL BOLT PATTERN a 0 i� MENU BD & SENSOR LOOP Q N.T.S. POP TYPE VISUAL OPENINGS 1 POP # MENU WIDTH LENGTH WIDTH SCORED LOGTH OVERALL LENGTH A 37 20.0 54.728 20.625 55.39 ■ B PLAN VIEW NLET SEWER NLEf DROP 3ROUT 2 1/4 " 15" T &G RCP 'ROP SEWER DUCTILE IRON FRAME & LID MANUFACTURED BY NEENAH FOUNDRY CO. CAT. #R6017 OR EQUAL. GRADE 0 PAVING < 2 <� 15" INLET SEW E 15" 2 „ SEWER CUT OF PIPE < TO SPRING LINE 1 - O lt I - - c� MORTAR FILL °s R T6 CONCRETE BASE 8 15" T &G RCP :. r+r+ 10 1 1/4 MIN. 8 /4 " SASH WAY 30 Q ~�1 1/4 " MIN. FRONT SIDE VIEW WITH SECTION VIEW RING & COVER RESERVED FO DISABLED 11 SAMPLE WELL DETAIL VAN ACCESSI@LE N.T.S. mot• 2x2 STEEL POST 0 FIN. GRADE 0 PARKING7 in NO REBAF 2' OF LO( CONCRETE CURBS P.V.C. SENSOR (NO REBAR WITHIN 24" OF SSENSOR) 3 18 0. L. UT 24" CLEAR OF SENSOR LOOP. P.V.C. SLEEVE THRU CONC. CURB. 3/4 " P.V.C. CONDUIT TO PROJECT 10" INTO CONC. PAD STUB UP 4" TO 2 "X 4" J -BOX BY G.C. SHIGH PIPE BOLLARD, 6" DIA. &12 OFF CURB FACE CUSTOMER ORDER DISPLAY 1" CONDUIT FOR COM- MUNICATIONS TO DRIVE THRU BOOTH COUNTER STUB UP 4" TO J -BOX BY G.C. MENU BOARD 1/2 " CONDUIT FOR PWR TO ELECT. PANEL. STUB UP TO J -BOX BY G.C. J a v J m NOTE: CONTACT MANUFACTURER FOR J ACTUAL BOLT PATTERN a 0 i� MENU BD & SENSOR LOOP Q N.T.S. POP TYPE VISUAL OPENINGS TRIM SIZE POP # MENU WIDTH LENGTH WIDTH SCORED LOGTH OVERALL LENGTH A 37 20.0 54.728 20.625 55.39 55.89 B 14 20.0 20.288 20.625 20.89 21.39 C 5 20.0 6.728 20.625 7.39 7.89 D 10 20.0 14.228 20.625 114.89 15.39 E 28 20.0 41.228 20.625 141.89 42.39 F 1 31 120.0 1 45.728 20.625 46.39 146.89 9/ N c� m W P.O.P GENERAL NOTES TO SPEAKER PEDESTAL B!�FPlEBS FO DIRECTIONAL SIGNS P.O.P SIZE BOLTS: (AN))CHOR�� DIRECTIONAL SIGNS SIZE "E" VERIFY WITH SIGN M�NU BOARD MANUFACTURER THE FULL THREAD ANCHOR BOLT SPACING "B" (LUNCH) BOLTS SHALL BE GALVANIZED. GRADE 0 DIR. SIGNS ALL EXPOSED CONCRETE SHALL HAVE CHAMFERED P.O.P EDGES. 2. BASES, ANCHOR BOLTS, CONDUIT, AND WIRING FOR ALL OTHER m P.O.P SIZE mEllw SIZE "C" "� SIGNS ARE BY THE GENERAL CONTRACTOR. (BRFAITAST) B""°B 3. LIGHTING FIXTURES, BASES, POLES, CONDUIT, AND WIRING ARE BY THE P.O.P SIZE OWNER /OPERATOR. « i SIDE VIEW NOTE: GENERAL CONTRACTOR TO CONFIRM ANCHOR BOLT PATTERN WITH EQUIPMENT SUPPLIER PRIOR TO POURING FOUNDATION. DIRECTIONAL SIGNS I A" I MENU BOARD z 0 In J n O w m� o� - W - . , * • -. •1 �. 1 ..I A . a . .I;. ' {. 4 . 1 . FRONT VIEW 90 -45 TRI -VIEW ORDER BOARD 4.5 AMPS 43 SQ. FT. 1/2 " DIA. PWR. CONDUIT GENERAL NOTES TO SPEAKER PEDESTAL 1K2 " DIA. PWR. CONDUIT FO DIRECTIONAL SIGNS & MENU BOARD BOLTS: (AN))CHOR�� DIRECTIONAL SIGNS CONTRACTOR SHALL (4 3/4 " DIA. 0 VERIFY WITH SIGN M�NU BOARD MANUFACTURER THE FULL THREAD ANCHOR BOLT SPACING NOTE: ALL ANCHOR GRADE 0 MENU BOARD BOLTS SHALL BE GALVANIZED. GRADE 0 DIR. SIGNS ALL EXPOSED CONCRETE SHALL HAVE CHAMFERED EDGES. NOTE: ALL CONDUIT TO BE MIN. 12" BELOW GRADE AND PROJECT 3" ABOVE FOUNDATION W t4) #3 TIES 12" O.C. °• "'^ •{ - DIRECTIONAL SIGN BARS 14" DIA. MENU BOARD BARS 12" DIA' DIRECTIONAL SIGN FDN, 18" DIA. MENU BOARD FND. "- LA141 6111JIL110 ! i ' -2 1/ INT. SYMBOL OF /ACCESSIBILITY 14 NTS - BLUE HIGHWAY PAINT BACKGROUND - 2 COATS (TYPICAL) - INTERNATIONAL SYMBOL OF ACCESSIBILITY APPLIED TO THE CENTER OF EACH REQUIRED HANDICAP SPACE WITH BLUE PAINT BACKGROUND AND WHITE PAINT FOR SYMBOL AND PERIMETER EDGE - 3" WIDE STRIPING - 2 COATS _ (TYPICAL) N co m N iD i -e P.O.P SIZE « SIDE VIEW FRONT VIEW 90 -10 TRI -VIEW PRE -SELL BOARD 2.9 AMPS 11.7 SQ. FT. 1 NOTES: "A" - CEMENT STABILIZED SAND PLACED BEFORE PIPE IS LAID UP TO FLOW LINE OF PIPE OR ABOVE - MINIMUM DEPTH 5 ". "B" - CEMENT STABILIZED SAND, THOROUGHLY RODDED, PLACED AFTER PIPE IS LAID. "C" - SELECT COMPACTED MATERIAL TO 1 FOOT BELOW PAVEMENT (SEE GEOTECHNICAL INVESTIGATION) SANITARY SEWER BEDDING DEVIL GALV. STEEL SLEEVE W/ CAP 0 BOTTOM HANDICAP SIGN DETAIL NTS REMOVE VAN ACCESSIBILITY APPENDAGE FOR NON -VAN ACCESSIBILITY PARKS. 14.65" x 5.3" OPEN ARE FOR CONDUIT BASE PLATE 0 1/4 -20 SCREWS (10) BASECPLA E) ESTAL TO a 7 3 4" HOLES FOR 1/2" ANCHOR BOLTS (5) ATTACH BASE PLATE TO SLAB 1/2 " ANCHOR BOLTS (5) BOLTS W/ FULL TREAD FINISH GRADE (4) #5 BARS VERT. W /�� 3 TIES 0 12 O.C. NOTE: ALL CONDUITS TO BE MIN. 12" BELOW GRADE OR LOCAL FROST DEPTH z i UTA' AND PROJECT 3" ABOVE FOUNDATION. COD PEDESTAL FDN. N.T.S. /- PROP. CONC. PVMT. GENERAL NOTES 1. MCDONALD'S ROAD SIGN AND BASE ARE BY THE SIGN CONTRACTOR. CONDUIT AND WIRING ARE BY THE GENERAL CONTRACTOR. 2. BASES, ANCHOR BOLTS, CONDUIT, AND WIRING FOR ALL OTHER m SIGNS ARE BY THE GENERAL CONTRACTOR. 3. LIGHTING FIXTURES, BASES, POLES, CONDUIT, AND WIRING ARE BY THE OWNER /OPERATOR. 4. BASES FOR FLAGPOLES ARE BY THE GENERA. CONTRACTOR. ANCHOR m BOLTS ARE BY THE FLAGPOLE SUPPLIER. 5. PROPOSED UTILITIES ARE SHOWN IN SCHEMATIC ONLY. EXACT N LOCATIONS SHALL BE DETERMINED TO ALLOW FOR THE MOST ECONOMICAL INSTALLATION. 6. THE CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES z TO DETERMINE EXACT POINT OF SERVICE CONNECTION AT EXISTING UTILITY. REFER TO THE BUILDING ELECTRICAL AND PLUMBING W DRAWINGS FOR UTILITY SERVICE ENTRANCE LOCATIONS, SIZES, AND 1 ? 2 CIRCUITING. o M o 7. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE BENCHMARK a 0 ° AND MUST BE VERIFIED BY THE GENERAL CONTRACTOR AT cr 3 GROUNDBREAK. w 8. FINISH WALK AND CURB ELEVATIONS SHALL BE 6 " ABOVE FINISH ° V UJI PAVEMENT, UNLESS OTHERWISE NOTED ON PLANS. w it 9. ALL LANDSCAPE AREAS SHALL BE ROUGH GRADED TO 6" BELOW a TOP OF ALL WALKS AND CURBS. FINISH GRADING, LANDSCAPING, cn AND SPRINKLER SYSTEMS ARE BY THE OWNER /OPERATOR. w 10. LOT LIGHTING CONCRETE FOOTINGS TO CONFORM WITH THE SOILS °" REPORT RECOMMENDATIONS FOR THIS PARTICULAR SITE 11. TEXAS DEPARTMENT OF TRANSPORTATION r� TRAFFIC PAINT JWPT -8F WHITE PAINT, IS THE APPROVED ¢ LOT STRIPING BE USED. N 12. THE GENERAL CONTRACTOR SHALL RUN A ROTO - ROOTER ° THROUGH ALL SEWER LINES THAT CONNECT TO A CITY MAIN to > PRIOR TO OPENING DAY. �- N PAVING SPECIFICATION 3 ASPHALTIC MIX PER TXDOT ITEM 340,1993 STAND. SPEC. FOR CONSTR. OF HIGHWAYS, STREETS & BRIDGES. USE TYPE D SURFACE MIX. a` '�OFt��tt T tt . 111%IRI F BAM ........ . .. F 8" LIMESTONE . �t J, r ,: + • •. * A t •+► * .......:`.. ........KE .CHEN 6STABILIZED SUBGRADE (6X LIME BY DRY WEIGHT) COMPACTED TO AT LEAST 95X MAX DRY DENSITY, T TO .:..... ....... ..::. - +2X PER ASTM D -698. OF OPTIMUM MOISTURE CONTENT AS ASPHALT ALTERNATE 2 HOT�ASPHALTIC MIX PER TXDOT ITEM 340,1993 STAND. SPEC. FOR CONSTR. OF HIGHWAYS, STREETS 8c BRIDGES. USE TYPE D SURFACE MIX. f 79711 ; I� •• , f�l ...�'/ = ;i •• , L F1 U101 F R 6" BLACK BASE �► Y 6" LIME STABILIZED SUBGRADE (6R LIME BY DRY WEIG COMPACTED TO AT LEAST 95X MAX -2X DRY DENSITY, TO TO +2X OF OPTIMUM MOISTURE CONTENT AS PER ASTM D -698. CONCRETE ALTERNATE 4000 PSI, 6" THICK CONCRETE (7" DUMPSTER AREA) WITH #3 REBAR AT 18' O.C.E.W. 6" LIME STABILIZED SUBGRADE (6X LIME BY DRY WEIGHTS �- COMPACTED TO AT LEAST 95X MAX DRY DENSITY TO -296 TO -2X OF OPTIMUM MOISTURE CONTENT AS PER ASTM D -698. NOR I I. McDONALD'S ENGINEER RESERVES THE RIGHT TO REQUEST A COMPACTION AND /OR A CORE SAMPLE. IF TESTS PROVE CORRECT, PER ABOVE O � I� too SPECIFICATION, TESTS WILL BE AT THE EXPENSE OF MCDONALD'S, cq OTHERWISE G.C. WILL BE CHARGED. 2. GEOTECHNICAL RECOMMENDATIONS BASED ON SOILS REPORT 102100 D co BY BANDY AND ASSOCIATES. INC., DATED J UNE 1 4, 2002 O j 0 4 SITE LIGHTING I O F- O SECURITY LIGHTING SYSTEMS MODEL # AS81000- MH -DB -MT LAMP TYPE, WATTAGE: METAL HALIDE, 1000 WATT I Z MOUNTING HEIGHT: 30' p = NOTE: ALL FIXTURES TO BE INSTALLED TILTED AT (0 p A 30 DEGREE ANGLE. UNLESS OTHERWISE SPECIFIED. FINAL ADJUSTMENTS TO AIMING ANGLE /DIRECTION OF FIXTURES MAY BE REQUIRED TO ELIMINATE LIGHT TRESPASS OR GLARE ONTO WW Z r o ADJOINING PROPERTIES OR ROADWAYS. V p SITE DETAILS � p = 3 0 r- PARKING INFORMATION (EXISTING) � o TOTAL SPACES 34 SPACES 18' -0" X 9' -0" 0 90 • 2 SPACES 18' -0" X 8' -0" O 90 • M 3 SPACES 18' -0" X 9' -0" O 60 • W UTILITY INFORMATION (EXISTING) V o SIZE TYPE LOCATION a SANITARY SEWER 4" ALONG NW PL. WATER 18" H WY. 6 o STORM SEWER N/A SURFACE DRAIN ELECTRIC OHE H WY. 6 GAS 6" H WY. 6 K. Che 1171. Eng i.nccring A MO. "r KC' Unibd. Ino. 61 °1 Savoy Sufi 310. HoueWn, T�s 77035 ¢ w Civil Engineers Consulting 9 M 71$,952.6888 Fcm 713.952.9004 Q O a v z LEGEND (PROPOSED) ¢ bj p rn SANI SEW GAS G G 0 G - S -S S S WATER LOT LIGHT 0- 0 LP:30 Z Q ...i < trf Z 0 -ST S S EWS R ST- EXISTING ELEVATION 76.5 0 ' PROPOSED ELEVATION 7- -- -E E E LECTRIC E E T T ELEPHO N Y T -_ DRAINAGE ARROW 9 � PLAN SCALE: 1 = 20 STREET ADDRESS g 2420 TEXAS AVENUE � 0 CITY STATE STATUS DATE BY COLLEGE STATION TEXAS PRELIMINARY COUNTY PLAN DRAWN B RAZO S PLAN CHECKED REGIONAL DWG. NO KCE JOB # 0278 -01 C 42 -0289 DRWG. TITLE. 0278DET SITE O'F 7 /- PROP. CONC. PVMT. #3 DEFORMED BARS (CONTINUOUS) N 0 6" 1/2 " 1 " R (TYP) #3 DEFORMED BAR Cal 18" O.C.E.W. p4 CELOTEX OR APPROVED EQUAL. SLOPE 1/8 "PER, REFER TO CURB ARS (CONTINUOUS) DETAIL THIS SHEET 4 ni . N 1/4 "DIA I 1A it 00 10 1 12" ( 3 +' I 10" 1 LIML WAUILILLU jUUk7MMUG: I "T" "1 -1 (REFER TO PAVING SPECIFICATIONS FOR DETAIL) COMPACTED SUBGRADE NOTES: 1. WHEN CONCRETE CURB IS TO BE PLACED 2. FINISH TO BE ACCOMPLISHED BY ON EXISTING CONCRETE BASE, PLACE 3 FLOATING, STEEL TROWELING AND THEN DEFORMED BARS ® 18" CENTERS, 10" LONG BRUSHING. HAND FINISH NOT REQUIRED DOWELED AND SET IN SULFUR OR QUICK WHEN CURB IS POURED BY A MACHINE, SETTING CONCRETE. BUT CURB WILL HAVE THE SAME OUTSIDE DIMENSIONS, AND HAVE A BRUSHED FINISH. TYPICAL CURS ON CONCRETE PAVING SECTION NTS \ \-1 1/16 " DIA PLAN ELEVATION DOWEL CLIP DETAIL NTS JOINT SEALANT SAW CUT 1/4" WIDE x 1/4 (SONOLASTIC SR -1) THICKNESS OF PAVEMENT REINFORCEMENT (TO BE DISCONTINUED ®JOINTS) y "1 /4" R ° -- .� D /2 METAL CONSTRUCTION JOINT 3/4" DIA. SMOOTH DOWEL BAR (18 ") LONGITUDINAL JOINT DETAIL NTS DEPRESSED CURB 1 s" 1/2" PRE- MMDF-D EXP. JOINT 6" 1/2 " JOINT FILLER, PER ASTM D -1751, REFER 3 DEFORMED p4 CELOTEX OR APPROVED EQUAL. SLOPE 1/8 "PER, REFER TO CURB ARS (CONTINUOUS) DETAIL THIS SHEET 3" R (TYP) ni . N (4000 P.S.I.) 3" HOT MIXED ASPHALT CONCRETE (TYPE D) 4' SAND BASE NOTES: n n 6x6 - W1.4xW1.4 W.W.F. JUN 2 S 200 1. WHEN CONCRETE CURB IS TO BE PLACED SIDEWALK AT BUILDING #3 DEFORMED BAR AS OUTLINED IN THE 1993 EDITION OF THE STANDARD 1. CONTROL JOINTS TO BE PLACED o p LOMN SETTING CONCRETE. 2, FINISH TO BE ACCOMPLISHED BY • 18' OC SPECIFICATIONS FOR CONSTRUCTION OF HIGHWAYS STREETS A MAXIMUM OF 20' BETWEEN BRUSHING. HAND FINISH NOT REQUIRED WHEN CURB IS POURED BY A MACHINE, 12" ( 3 +' I 10" 1 LIML WAUILILLU jUUk7MMUG: I "T" "1 -1 (REFER TO PAVING SPECIFICATIONS FOR DETAIL) COMPACTED SUBGRADE NOTES: 1. WHEN CONCRETE CURB IS TO BE PLACED 2. FINISH TO BE ACCOMPLISHED BY ON EXISTING CONCRETE BASE, PLACE 3 FLOATING, STEEL TROWELING AND THEN DEFORMED BARS ® 18" CENTERS, 10" LONG BRUSHING. HAND FINISH NOT REQUIRED DOWELED AND SET IN SULFUR OR QUICK WHEN CURB IS POURED BY A MACHINE, SETTING CONCRETE. BUT CURB WILL HAVE THE SAME OUTSIDE DIMENSIONS, AND HAVE A BRUSHED FINISH. TYPICAL CURS ON CONCRETE PAVING SECTION NTS \ \-1 1/16 " DIA PLAN ELEVATION DOWEL CLIP DETAIL NTS JOINT SEALANT SAW CUT 1/4" WIDE x 1/4 (SONOLASTIC SR -1) THICKNESS OF PAVEMENT REINFORCEMENT (TO BE DISCONTINUED ®JOINTS) y "1 /4" R ° -- .� D /2 METAL CONSTRUCTION JOINT 3/4" DIA. SMOOTH DOWEL BAR (18 ") LONGITUDINAL JOINT DETAIL NTS DEPRESSED CURB 1 s" STEEL TO MEET ASTM A -615, UNITS TO BE SPACED ON 12" CENTERS. EXPANSION JOINTS TO BE PLACED AT THE END OF EACH CURB RADIUS AND SPACED A MAXIMUM OF 40' APART. JOINT SEALANT (SONOLASTIC SR -1) 1/4" R NAIL DOWEL CLIP TO REDWOOD EXPANSION JOINT 26 GA. STEEL TUBE (DIPPED IN ASPHALT) OR PLASTIC CAP - LOOSE FIT 3/4" DIA SMOOTH BAR 1" REDWOOD EXPANSION JOINT FILLER 1 1/2" E XPANSION JO D NTS REFER TO CURB DETAIL THIS SHEET • ' —�'— ` FINISH GRADE GREASE INTER :': `: ":;`r - _ 4" THICK CONC. WALK "4 -,�; . ,:: ":': (4000 P.S.I.) 93X1.33X2X1.5X3.0 =1113.21 �( —�= = 4" SAND BASE 6 "- W1.4xW1.4 W.W.F. WATER DEMAND MONTHLY AVE: 104,000 GALLONS SI DEWALK NTS 1/2" PRE- MMDF-D EXP. JOINT 6" 1/2 " JOINT FILLER, PER ASTM D -1751, REFER 3 DEFORMED 1" RADIUS TYP. CELOTEX OR APPROVED EQUAL. SLOPE 1/8 "PER, REFER TO CURB ARS (CONTINUOUS) DETAIL THIS SHEET 3" R (TYP) FINISH GRADE . N (4000 P.S.I.) 3" HOT MIXED ASPHALT CONCRETE (TYPE D) 4' SAND BASE NOTES: n n 6x6 - W1.4xW1.4 W.W.F. JUN 2 S 200 1. WHEN CONCRETE CURB IS TO BE PLACED SIDEWALK AT BUILDING #3 DEFORMED BAR AS OUTLINED IN THE 1993 EDITION OF THE STANDARD 1. CONTROL JOINTS TO BE PLACED o p LOMN SETTING CONCRETE. 2, FINISH TO BE ACCOMPLISHED BY • 18' OC SPECIFICATIONS FOR CONSTRUCTION OF HIGHWAYS STREETS A MAXIMUM OF 20' BETWEEN BRUSHING. HAND FINISH NOT REQUIRED WHEN CURB IS POURED BY A MACHINE, BUT CURB WILL HAVE THE SAME OUTSIDE AND BRIDGES. EXPANSION JOINTS. tD 1' -0" _ 1' -0 " 3. UGHTIN FIXTURES, BASES, POLES, CONDUIT, AND WIRING ARE BY THE OWNER�OPERATOR. 1 TOP OF CURB JOINT SEALANT SAW CUT 1/4" WIDE x 1/4 #3 BAR CONTINUOUS #4 DOWEL BAR :o•; °,'.�: 8" LIMESTONE (SONOLASTIC SR -1) DEPTH OF PAVEMENT 4. BASES FOR FLAGPOLES ARE BY THE GENERAL CONTRACTOR. ANCHOR REVIEWED FOR COMPLIAN REINFORCEMENT �. BOLTS ARE BY THE FLAGPOLE SUPPLIER. ®ql_ a° 6" 3" 6" LIME STABILIZED SUBGRADE. HYDRATED LIME SHOULD BE MIXED WITH THE UPPER 8 OF SCARIFIED SUBGRADE SOILS AT • .. ° 4 ' : , a 5. PROPOSED UTILITIES ARE SHOWN IN SCHEMATIC ONLY. EXACT A RATE OF 4% BY DRY WEIGHT. LIME PLACEMENT AND MIXING • '' , •' LOCATIONS SHALL BEI DETERMINED TO ALLOW FOR THE MOST OPERATIONS SHOULD BE PERFORMED IN GENERAL ACCORDANCE ° WITH TxDOT ITEM 260. AFTER PROPER CURING TIME, THE LIME ECONOMICAL INSTALLATION. STABILIZED SOILS SHOULD BE COMPACTED TO A DRY DENSITY CONTROL JOINT DETAIL OF AT LEAST 5D 98 ) THE STANDARD PROCTOR MAXIMUM DRY DENSITY ASTM NTS CONCRETE CURS (TYPICAL) ON ASPHALTIWEMENTSECTION 1 NTS STEEL TO MEET ASTM A -615, UNITS TO BE SPACED ON 12" CENTERS. EXPANSION JOINTS TO BE PLACED AT THE END OF EACH CURB RADIUS AND SPACED A MAXIMUM OF 40' APART. JOINT SEALANT (SONOLASTIC SR -1) 1/4" R NAIL DOWEL CLIP TO REDWOOD EXPANSION JOINT 26 GA. STEEL TUBE (DIPPED IN ASPHALT) OR PLASTIC CAP - LOOSE FIT 3/4" DIA SMOOTH BAR 1" REDWOOD EXPANSION JOINT FILLER 1 1/2" E XPANSION JO D NTS REFER TO CURB DETAIL THIS SHEET • ' —�'— ` FINISH GRADE GREASE INTER :': `: ":;`r - _ 4" THICK CONC. WALK "4 -,�; . ,:: ":': (4000 P.S.I.) 93X1.33X2X1.5X3.0 =1113.21 �( —�= = 4" SAND BASE 6 "- W1.4xW1.4 W.W.F. WATER DEMAND MONTHLY AVE: 104,000 GALLONS SI DEWALK NTS FINISH 1/2" PRE- MMDF-D EXP. JOINT PVMT. JOINT FILLER, PER ASTM D -1751, REFER "FLEXCELL" AS MANUFACTURED BY 1" RADIUS TYP. CELOTEX OR APPROVED EQUAL. SLOPE 1/8 "PER, REFER TO CURB FT. MIN. DETAIL THIS SHEET "''''- ': %': •;: '., .: ". FINISH GRADE . 4" THICK CONC. WALK (4000 P.S.I.) •': •`.'•' I i ( — ' I I -I I ( — ' I (— III — ) I h 4' SAND BASE .' ..� 1 ' n n 6x6 - W1.4xW1.4 W.W.F. JUN 2 S 200 1. WHEN CONCRETE CURB IS TO BE PLACED SIDEWALK AT BUILDING ON EXISTING CONCRETE BASE, PLACE #3 NTS DEFORMED BARS ® 18" CENTERS, 10" LONG COLLEGES ES FINISH GRADE PVMT. DIMENSIONS REFER TO THIS POINT 1" RADIUS TYP. P.C.C. CURB & GUTTER PAVEMENT ELEVATIONS REFER TO THIS POINT E AS SPECIFIED 1ILIZED SUBGRADE SPECIFIED N (1) #3 CONT., TYP. NOTE: THE EXPANSION JOINT W /FLEXCELL FILLER SHALL BE CONSTRUCTED ON CONCRETE CURB AT LOCATION MATCH CONC. PVMT. EXPANSION JOINT OR AT 40 APART MAX. CONCRETE CURS & GUTTER �3 3" HOT MIXED ASPHALTIC CONCRETE, TxDOT ITEM 340, TYPE D 8" LIMESTONE 6" LIME STABILIZED- SUB GRADE (6% LIMESTONE BY DRY WEIGHT) PROPOSED ASPHALT PAVEMENT PROPOSED CURB 10" 2' -0" C ONCRETE - NTS a PROPERTY LINE 6' LONG PRECAST CONC. WHEELSTOP W/ (2) t4 BARS CONT. 5' -9 LONG PARKING SURFACE & BASE AS SPECIFIED CONC. WHEEL STOP 12 N.T.S, 3" HOT MIXED ASPHALT CONCRETE ( TxDOT ITEM 340) I ' " 8" LIMESTONE 4 . CONCRETE CURS REINFORCING NTS JUN 2 8 2004 COL LEGE ST'AMN ENGINEERING 6" P.C.C. CURB RAMP SURFACE 2" 2" zzz_� ELEVATION NTS HANDICAP RAMP SLOPES NOT TO EXCEED 1:12 (PER ADA REQ'MTS.) SCARIFY THE CONCRETE SURFACE AS PER ADA REQUIREMENTS LJ, EJ, CJ @ CURS RADIUS (TYP.) NTS k r-� 4- ° " -; -� � I DRIVE 24" THAN K 24" N T-4 TH R U 24" YO U 24" PAINTED TRAFFIC ARROWS 13 N.T.S. LIGHT REFELECTIVE STAIN ON RAMPS PER TAS 4.7.4 S/W SLOPE b PAVEMENT No ui GROOVES ON RAMP 1/4" VARIES DEEP, 3/4" WIDE, SPACED 2 INCHES APART PLAN HANDICAP ACCESS RAMS' Q NTS SCARIFY THE CONCRETE HDCP RAMP SLOPES SURFACE AS PER TAS NOT TO EXCEED 1:12 REQUIREMENTS (PER TAS REQ MTS.) 4000 P.S.I. CONC. BUILDING GROOVES 9,N RAMP 1�4" LIGHT RELECTIVE STAIN DEEP, 3 4' WIDE , S ACED ON RAMPS PER TAS 4.7.4 2 INCH S APART. LIGHT REFLECTIVE STAIN SL�OPI„..- SLOPE' ON RAMPS PER AS 4.7.4 DEPRESSED ++ " CURB 6 -0 0 6 CURB EDGE SIDEWALK 4" WIDE STRIPE PAINTED YELLOW SPACING PER TAS .R HANDICAPPED PARKING NTS GENERAL NOTES LIME STABILIZED SUBGRADE (6% LIME BY DRY WEIGHT) CCOMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE STANDARD PROCTOR MAX. DRY TO -2% TO +2% OF OPTIMUM CONDUIT AND WIRING; ARE BY THE GENERAL CONTRACTOR. MOISTURE CONTENT PER ASTM D 698. TYPICAL ASPHALT PAVEMENT NTS R VIEWED IrOiR . COMPLIANCE NOTES: JUN 2 S 200 1. WHEN CONCRETE CURB IS TO BE PLACED ON EXISTING CONCRETE BASE, PLACE #3 I DEFORMED BARS ® 18" CENTERS, 10" LONG COLLEGES ES DOWELED AND SET IN SULFUR OR QUICK p LOMN SETTING CONCRETE. 2, FINISH TO BE ACCOMPLISHED BY FLOATING, STEEL TROWELING AND THEN BRUSHING. HAND FINISH NOT REQUIRED WHEN CURB IS POURED BY A MACHINE, BUT CURB WILL HAVE THE SAME OUTSIDE DIMENSIONS, AND HAVE A BRUSHED FINISH. 1' -0" _ 1' -0 " 3. UGHTIN FIXTURES, BASES, POLES, CONDUIT, AND WIRING ARE BY THE OWNER�OPERATOR. 1 TOP OF CURB #3 BAR CONTINUOUS #4 DOWEL BAR TOP OF SLAB C� -" '• .' •• ' 4. BASES FOR FLAGPOLES ARE BY THE GENERAL CONTRACTOR. ANCHOR REVIEWED FOR COMPLIAN CONCRETE CURS REINFORCING NTS JUN 2 8 2004 COL LEGE ST'AMN ENGINEERING 6" P.C.C. CURB RAMP SURFACE 2" 2" zzz_� ELEVATION NTS HANDICAP RAMP SLOPES NOT TO EXCEED 1:12 (PER ADA REQ'MTS.) SCARIFY THE CONCRETE SURFACE AS PER ADA REQUIREMENTS LJ, EJ, CJ @ CURS RADIUS (TYP.) NTS k r-� 4- ° " -; -� � I DRIVE 24" THAN K 24" N T-4 TH R U 24" YO U 24" PAINTED TRAFFIC ARROWS 13 N.T.S. LIGHT REFELECTIVE STAIN ON RAMPS PER TAS 4.7.4 S/W SLOPE b PAVEMENT No ui GROOVES ON RAMP 1/4" VARIES DEEP, 3/4" WIDE, SPACED 2 INCHES APART PLAN HANDICAP ACCESS RAMS' Q NTS SCARIFY THE CONCRETE HDCP RAMP SLOPES SURFACE AS PER TAS NOT TO EXCEED 1:12 REQUIREMENTS (PER TAS REQ MTS.) 4000 P.S.I. CONC. BUILDING GROOVES 9,N RAMP 1�4" LIGHT RELECTIVE STAIN DEEP, 3 4' WIDE , S ACED ON RAMPS PER TAS 4.7.4 2 INCH S APART. LIGHT REFLECTIVE STAIN SL�OPI„..- SLOPE' ON RAMPS PER AS 4.7.4 DEPRESSED ++ " CURB 6 -0 0 6 CURB EDGE SIDEWALK 4" WIDE STRIPE PAINTED YELLOW SPACING PER TAS .R HANDICAPPED PARKING NTS GENERAL NOTES 1. McDONALD'S ROAD SIGN AND BASE ARE BY THE SIGN CONTRACTOR. CONDUIT AND WIRING; ARE BY THE GENERAL CONTRACTOR. w 2. BASES, ANCHOR BOLTS, CONDUIT, AND WIRING FOR ALL OTHER SIGNS ARE BY THE GENERAL CONTRACTOR. 3. UGHTIN FIXTURES, BASES, POLES, CONDUIT, AND WIRING ARE BY THE OWNER�OPERATOR. 1 4. BASES FOR FLAGPOLES ARE BY THE GENERAL CONTRACTOR. ANCHOR m BOLTS ARE BY THE FLAGPOLE SUPPLIER. 5. PROPOSED UTILITIES ARE SHOWN IN SCHEMATIC ONLY. EXACT LOCATIONS SHALL BEI DETERMINED TO ALLOW FOR THE MOST N ECONOMICAL INSTALLATION. z 6. THE CONTRACTOR SHAM COORDINATE WITH ALL UTILITY COMPANIES TO DETERMINE EXACT' POINT OF SERVICE CONNECTION AT EXISTING 1 UTILITY. REFER TO tHE BUILDING ELECTRICAL AND PLUMBING w DRAWINGS FOR UTIUT'Y SERVICE ENTRANCE LOCATIONS, SIZES, AND CIRCUITING. o w w o 7. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE BENCHMARK a 0 3 AND MUST BE VERIFIED BY THE GENERAL CONTRACTOR AT a GROUNDBREAK. w 8. FINISH WALK AND CURB ELEVATIONS SHALL BE 6" ABOVE FINISH w ° v PAVEMENT, UNLESS OTHERWISE NOTED ON PLANS. w 9. ALL LANDSCAPE AREAS SHALL BE ROUGH GRADED TO 6" BELOW a TOP OF ALL WALKS AND CURBS. FINISH GRADING, LANDSCAPING, cn AND SPRINKLER SYSTEMS ARE BY THE OWNER /OPERATOR. w LOT UGHTING CONCRETE FOOTINGS TO CONFORM WITH THE SOILS 0- 1 0. REPORT RECOMMENDATIONS FOR THIS PARTICULAR SITE. 11. TEXAS DEPARTMENT OF TRANSPORTATION TRAFFIC PAINTTWPT -; 8F WHITE PAINT, IS THE APPROVED LOT STRIPING o BE 1 USED. 12. THE GENERAL CONTRACTOR SHALL RUN A ROTO - ROOTER THROUGH ALL SEWER; UNES THAT CONNECT TO A CITY MAIN > PRIOR TO OPENING DAY. i w .- N PAVING SPECIFICATION ,���r1'tli�tt � fc, OF TF- �1��trl W 3 J H W OT ASPHALTIC MIX PER TXDOT ITEM 340 1993 STAND. D SPEC. FOR CO do OF HIGHWAYS, STREETS BRIDGES. USE TYPE SURFACE MIX. N RARE 8" LIMESTONE . .......a.�f 6�STABIUZED SUBGRADE ((6% LIME BY DRY WEIGHT) COMPACTED TO AT LEAST 95% t�AX. DRY ,'� KE CHEN " " DENSITY. TO -2% TO +296 OF OPTIMUM MOISTURE CONTENT AS PER ASTM D -698. t 7 971 1 ��HALT &TERNATE 2 HOT ASPHALTIC MIX PER TXDOT ITEM 340,1993 STAND. SPEC. FOR CONSTR. OF HIGHWAYS, STREETS & = ;a t r - BRIDGES. USE TYPE D SURFACE MIX. FLFXIRI F HASP: 6" BLACK BASE 7N 6� LIME STABILIZED SUBGRADE (6% UME BY DRY WEIG COMPACTED TO AT LEAST .95% MAX DRY DENSITY. TO -2% TO +2% OF OPTIMUM MOISTURE CONTENT AS PER ASTM 0 -698. GONCRETE AL TERNAIE 4000 PSI, 6" THICK CONCRETE (7" DUMPSTER AREA) WITH #3 REBAR AT 18' O.C.E.W. 6" LIME STABILIZED SUBGRADE (6% LIME BY DRY WEIGHT) COMPACTED TO AT LEAST 95% +- MAX DRY DENSITY TO -2% TO -2% i OF OPTIMUM MOISTURE CONTENT AS PER ASTM D -698. Q n I 1. McDONALD'S ENGINEER RESERVES THE RIGHT TO REQUEST A COMPACTION I� AND /OR A CORE SAMPLE. IF TESTS PROVE CORRECT. PER ABOVE SPECIFICATION, TESTS WILL BE AT THE EXPENSE OF McDONALD'S, cq OTHERWISE G.C. WILL BE CHARGED. 2. GEOTECHNICAL RECOMMENDATIONS BASED ON SOILS REPORT 102100 ® ao co BY BANDY AND ASSOCIATES, INC., DATED JUNE 14. 2002 C) SITE LIGHTING O O � SECURITY LIGHTING SYSTEMS MODEL # ASB1000- MH -DB -MT LAMP TYPE, WATTAGE: META L HALIDE, 1000 WATT MOUNTING - HEIGHT: 30' Z O O = NOTE: ALL FIXTURES TO BE INSTALLED TILTED AT A 30 DEGREE ANGLE. UNLESS OTHERWISE SPECIFIED. FINAL ADJUSTMENTS TO AIMING ANGLE /DIRECTION OF FIXTURES MAY W M BE REQUIRED TO ELIMINATE LIGHT TRESPASS OR GLARE ONTO O Z ADJOINING PROPERTIES OR ROADWAYS. PAVING DETAILS 0 3 nc PARKING INFORMATION (EXISTING) M TOTAL SPACES 34 SPACES 18' -0" X 9' -0" ® 90 • 2 SPACES 18' -0" X 8' -0" 0 90 • n M 3 I SPACES 18' -0" X 9' -0" O 60 • wdI i UTILITY INFORMATION (EXISTING) vW cl °a SIZE TYPE LOCATION p a SANITARY SEWER 4" ALONG NW PL. o W WATER 18" STORM SEWER N/A SURFACE DRAIN ELECTRIC OHE HWY. 6 � GAS 6" H WY. 6 K. Chen Efiginceir ng A Division of KC United, kw. 61 „'9 °• 77 036 J Consulting Civil Engineers • �� � j P a y z S ANI TA RY LEGEND (PROPOSED) a. Q W rn SEIN GAS _ S _S WATER S All LOT LIGHT °'D LP: 30 QZQ a p STO S EWER —ST ST ST ST— EXISTING ELEVATION 76.5 CL p E E E LECTRIC EE PROPOSED ELEVATION 77.0 U T T T ELEPH ON T T DRAINAGE ARROW PLAN SCALE: 1" = 20' STREET ADDRESS 2420 TEXAS AVENUE CITY STATUS D ATE BY q �TA COLLEGE STATION 1 PRELIMINARY COUNTY PLAN MN DRAY Q B R O S PLAN CHECKED REGIONAL DWG. NO KCE JOB # 0278 -01 C=5 42 -0289 DRWG. TITLE: 0278DET PAV of 7 3/4" CONDUIT STUB -UP 18" A.F.F. FROM MCDONAI PANEL LP -1 FOR FOR FOR FUTURE TRASH COMF (CAPPED) T OF OF 0 i N #5 BARS ® 32 O.C. CONT. THRU WALL & INTO FOOTING W /3" HOOK INSTALLED PRIOR TO POURING CONCRETE. EPDXY BARS INTO CONC., AFTER SET IS NOT ACCEPTABLE. (SEE PLAN FOR LOCATION) USE WHITE GREASE ON ALL FITTINGS - FRONT AND BACK WELD TO I FRAME METAL COLLAR TO FIT OVER 6" DIA. POST. GREASE AREA BETWEEN POST AND -6 PVC HINGES. CAP 1" NIPPLE WELDED TO PLATE COLLARS 3/4" GALV BOLT W/ 4 #9 WIRE TRUSSES AT 16" O.C. 0 Ld 0/ ® 12" O.C. ; O Z3 EA. WAY) I II II 3" SAND N CUSHION 3' #3 @ 12" O.C. a L y ELEVATION 0' -0" USE WHITE GREASE �D ON ALL FITTINGS FRONT AND BACK c� METAL COLLAR TYP. WELD BOTTOM COLLAR TO POST, BOLT TOP COLLAR .JAMB DETAIL. N.T.S. I_-- (T &B) SECTION A -A N.T.S. 4' 1/2" STL. PLATE 1/2" BOLTS TO FRAME NOTE. CAIN BOLTS TO LOCATED INSIDE TRASH ENCLOSI N.T.S. 6" DIA. GATE POST L. 1 !m 93X1.33X2X1.5X3.0 -1113 21 WATER UEM MONTHLY AVE: 104,000 VNIO1 a 1 L 3 "x3 "x1/4" STL. ANGLE FRAME AND DIAG. FRAME (TYP.) BRACES (GRIND WELDS AND L 2 "x2 "x3/16" CORNERS SMOOTH) PRIME AND CROSSING BAR 20 GA. METAL PANEL PAINT W/2 COATS BUILDING COLOR (PAINT TO MATCH 212 BUILDING COLOR JAMB DETAIL •� Elm mmmmm 1. McDONALD'S ROAD SIGN AND BASE ARE BY THE SIGN CONTRACTOR. CONDUIT AND WIRING ARE BY THE GENERAL CONTRACTOR. w m ill. W SIGNS ARE BY THE GENERAL CONTRACTOR. 3. LIGHTING FIXTURES, BASES, POLES, CONDUIT, AND WIRING ARE BY THE OWNER /OPERATOR. I 4. BASES FOR FLAGPOLES ARE BY THE GENERAL CONTRACTOR. ANCHOR BOLTS ARE BY THE FLAGPOLE SUPPLIER. 5. PROPOSED UTILITIES ARE SHOWN IN SCHEMATIC ONLY. EXACT cq LOCATIONS SHALL BE DETERMINED TO ALLOW FOR THE MOST ECONOMICAL INSTALLATION. o 6. THE CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES z •� Elm mmmmm 1. McDONALD'S ROAD SIGN AND BASE ARE BY THE SIGN CONTRACTOR. CONDUIT AND WIRING ARE BY THE GENERAL CONTRACTOR. w m ill. W SIGNS ARE BY THE GENERAL CONTRACTOR. 3. LIGHTING FIXTURES, BASES, POLES, CONDUIT, AND WIRING ARE BY THE OWNER /OPERATOR. 4. BASES FOR FLAGPOLES ARE BY THE GENERAL CONTRACTOR. ANCHOR BOLTS ARE BY THE FLAGPOLE SUPPLIER. 6" 6' POLE 6' -0 PROVIDE 1" DIA., 6" LONG GALV. PIPE EMBEDDED IN CONCRETE FOR CANEBOLTS TOTAL 4) 17' -0" TOP OF SLAB SECTION V 4" x 8" x 16" SOLID SPLIT FACE CAP 8" x 8" x 16" SPLIT FACE PAINT GRAY INSIDE (TYP.) PAINT EXTRIOR OF TRASH ENCLOSURE SAME COLOR AS BUILDING. ME 6" DIA. STEEL POST FILLED W /CONCRETE STEEL POST PAINTED YELLOW FINISH SURFACE 18" DIA. CONCRETE FOOTING GUARD POST N.T. 11 F�fEWEDQ� COMPLIAN JUN 2 8 2004 COLLEGE $TAT ION SLOPE TOP Ui TO DRAIN d z ko 6" DIA. ° CONCRETE FILLED a POST. POURED CONCRETE 1' -6` 0 0 N.T.S. N.T.S. . ELEVATION N.T.S. ..... Q GENERAL NOTES {3 1. McDONALD'S ROAD SIGN AND BASE ARE BY THE SIGN CONTRACTOR. CONDUIT AND WIRING ARE BY THE GENERAL CONTRACTOR. w m ill. W TOP OF SLAB SECTION V 4" x 8" x 16" SOLID SPLIT FACE CAP 8" x 8" x 16" SPLIT FACE PAINT GRAY INSIDE (TYP.) PAINT EXTRIOR OF TRASH ENCLOSURE SAME COLOR AS BUILDING. ME 6" DIA. STEEL POST FILLED W /CONCRETE STEEL POST PAINTED YELLOW FINISH SURFACE 18" DIA. CONCRETE FOOTING GUARD POST N.T. 11 F�fEWEDQ� COMPLIAN JUN 2 8 2004 COLLEGE $TAT ION SLOPE TOP Ui TO DRAIN d z ko 6" DIA. ° CONCRETE FILLED a POST. POURED CONCRETE 1' -6` 0 0 N.T.S. N.T.S. . ELEVATION N.T.S. ..... Q GENERAL NOTES {3 1. McDONALD'S ROAD SIGN AND BASE ARE BY THE SIGN CONTRACTOR. CONDUIT AND WIRING ARE BY THE GENERAL CONTRACTOR. w 2. BASES, ANCHOR BOLTS, CONDUIT, AND WIRING FOR ALL OTHER W SIGNS ARE BY THE GENERAL CONTRACTOR. 3. LIGHTING FIXTURES, BASES, POLES, CONDUIT, AND WIRING ARE BY THE OWNER /OPERATOR. 4. BASES FOR FLAGPOLES ARE BY THE GENERAL CONTRACTOR. ANCHOR BOLTS ARE BY THE FLAGPOLE SUPPLIER. 5. PROPOSED UTILITIES ARE SHOWN IN SCHEMATIC ONLY. EXACT cq LOCATIONS SHALL BE DETERMINED TO ALLOW FOR THE MOST ECONOMICAL INSTALLATION. o 6. THE CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES z TO DETERMINE EXACT POINT OF SERVICE CONNECTION AT EXISTING Ip UTILITY. REFER TO THE BUILDING ELECTRICAL AND PLUMBING w DRAWINGS FOR UTILITY SERVICE ENTRANCE LOCATIONS, SIZES, AND z CIRCUMNG. z 2 7. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE BENCHMARK CL 0 AND MUST BE VERIFIED BY THE GENERAL CONTRACTOR AT Fx GROUNDBREAK. � w 8. FINISH WALK AND CURB ELEVATIONS SHALL BE 6 " ABOVE FINISH w ° M PAVEMENT, UNLESS OTHERWISE NOTED ON PLANS. w 9. ALL LANDSCAPE AREAS SHALL BE ROUGH GRADED TO 6" BELOW N TOP OF ALL WALKS AND CURBS. FINISH GRADING, LANDSCAPING, AND SPRINKLER SYSTEMS ARE BY THE OWNER /OPERATOR. w 10. LOT LIGHTING CONCRETE FOOTINGS TO CONFORM WITH THE SOILS °' REPORT RECOMMENDATIONS FOR THIS PARTICULAR SITE 11. TEXAS DEPARTMENT OF TRANSPORTATION r� TRAFFIC PAINTjWPT -8F WHITE PAINT, IS THE APPROVED a LOT STRIPING BE USED. 12. THE GENERAL CONTRACTOR SHALL RUN A ROTO - ROOTER ° c THROUGH ALL SEWER LINES THAT CONNECT TO A CITY MAIN to > PRIOR TO OPENING DAY. W .- N PAVING SPECIFICATION 3" HOT ASPHALTIC MIX PER TXDOT ITEM 340,1993 STAND. SPEC. FOR CONSTR. O F STREETS & BRIDGES. USE TYPE D SURFACE MIX. 8" LIMESTONE ••�: ••. f, � t „* • * 6" LIME STABILIZED SUBGRADE OX LIME BY DRY WEIGHT COMPACTED TO AT LEAST 95X i KE „CHEN „ r MAX. DRY DENSITY, TO - TO +2X OF OPTIMUM MOISTURE CONTENT AS PER ASTM D -698. 7971 j '• IIf lit= ASPHAI f ALTERNATE 2” HOT ASPHALTIC MIX PER TXDOT ITEM 340.1993 STAND. SPEC. FOR CONSTR. OF HIGHWAYS, STREETS & BRIDGES. USE TYPE D SURFACE MIX. .'� .. 1 p F b� E l%IRI 0&M 6" BLACK BASE 2 =11MIL. 6 LI ME STABILIZED SUBGRADE (6X LIME BY DRY WEIG COMPACTED TO AT LEAST 95X MAX -2X DRY DENSITY. TO TO +2X OF OPTIMUM MOISTURE CONTENT AS PER ASTM D -698. CONCRETE ALTERNATE 4000 PSI, 6" THICK CONCRETE (7" DUMPSTER AREA) WITH #3 REBAR AT 18' O.C.E.W. 6" LIME STABILIZED SUBGRADE (6X LIME BY DRY WEIGHT) COMPACTED TO AT LEAST 95% �- MAX DRY DENSITY TO -2X TO -2X OF OPTIMUM MOISTURE CONTENT AS PER ASTM D -698. iIQIE: ® I 1. McDONALD'S ENGINEER RESERVES THE RIGHT TO REQUEST A COMPACTION O I AND /OR A CORE SAMPLE. IF TESTS PROVE CORRECT. PER ABOVE 6 SPECIFICATION, TESTS WILL BE AT THE EXPENSE OF McDONALD'S, OTHERWISE G.C. WILL BE CHARGED. 2. GEOTECHNICAL RECOMMENDATIONS BASED ON SOILS REPORT 102100 D BY BANDY AND ASSOCIATES, INC., DATED JUNE 14, 2002 O C SITE LIGHTING Z SECURITY LIGHTING SYSTEMS MODEL # ASB1000- MH -DB -MT LAMP TYPE, WATTAGE: METAL HALIDE, 1000 WATT o MOUNTING HEIGHT: 30' Z 0 = NOTE: ALL FIXTURES TO BE INSTALLED TILTED AT 0 o A 30 DEGREE ANGLE. UNLESS OTHERWISE SPECIFIED. W FINAL ADJUSTMENTS TO AIMING ANGLE /DIRECTION OF FIXTURES MAY TO B � z M REQUIRED ELIMINATE LIGHT TRESPASS OR GLARE ONTO n ADJOINING PROPERTIES OR ROADWAYS. O + TRA ENCL OSURE DETAILS � cn 0 ,s 3 n = o PARKING INFORMATION (EXISTING) 19 TOTAL SPACES 34 SPACES 18' - 0" X 9' - 0" 0 90 • 2 SPACES 18' -0" X 8' -0" 0 90 • n f7 3 SPACES 18' -0" X 9' -0" 0 60 • UTILITY INFORMATION (EXISTING) cn w v SIZE TYPE LOCATION SANITARY SEWER 4" ALONG NW PL. o w WATER 18" HWY. 6 STORM SEWER N/A SURFACE DRAIN ELECTRIC OHE HWY. 6 GAS 6" HWY. 6 K. Che Engi ceri .g A MW. of KC Unftd. Ino. Ota1 sovoy Sulbs 310. HoucWn, Teoan 7703Q Consulting Civil Engineers =w 713.952.Q888 Fax: 713.952.9994 Q > C 0- v �_ LEGEND (PROPOSED) O " SANI SEW GAS S S WATER S S Z L IGHT � irT � i LOT 0- 0 LP: 30 --ST ST S EWS R ST— EXISTING ELEVATION 76,5 a U PROPOSED ELEVATION 77.0 E E E LECTRI C E E T T T T T DRAINAGE ARROW PLAN SCALE: 1" = 20' STREET ADDRESS 2420 TEXAS AVENUE o CITY STATE ST ATUS DATE BY COLLEGE STATION TEXAS PRELIMINARY COUNTY PLAN DRAWN RA.ZOS PLAN CHECKED REGIONAL DWG. NO KCE JOB 0278 - 01 C= DRWG. TITLE: 42_0289 0278 ®ET TE Of 7 NOTES 1. MONUMENTATION (BENCHMARK) AS SHOWN. 2. THE UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEE THAT THE UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE EXACT LOCATION OF ALL UTILITIES SHALL BE FIELD VERIFIED BY CONTRACTOR BEFORE ANY ON SITE CONSTRUCTION ACTIVITY. IF ANY CONFLICTS EXIST BETWEEN THE DRAWINGS AND FIELD CONDITIONS, THE ENGINEER AND THE OWNER SHALL BE NOTIFIED IMMEDIATELY. 3. FIELD SURVEY COMPLETED BY CIVIL CONCEPTS INC. DEMOLITION NOTES 1. CONTRACTOR IS RESPONSIBLE FOR PROPERLY REMOVING AND DISPOSING OFF ALL ITEMS TO BE DEMOLISHED. 2. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED FOR DEMOLITION BY LOCAL GOVERNING AUTHORITY. 3. CONTRACTOR TO CONTACT LOCAL ELECTRIC COMPANY BEFORE BEGINNING DEMOLITION OF ALL OVERHEAD AND UNDERGROUND POWER. 4. CONTRACTOR TO CONTACT LOCAL GAS COMPANY BEFORE BEGINNING DEMOLITION OF ALL EXISTING GAS LINES. 5. PRIOR TO STARTING CONSTRUCTION- CONTRACTOR TO VERIFY WITH McDONALD'S WHICH, IF ANY, EXISTING TREES ARE TO REMAIN. 6. EXISTING LIGHTS TO REMAIN WILL BE DETERMINED BY OPERATOR. 7. CONTRACTOR TO COORDINATE WITH OPERATOR CONCERNING EXISTING TREES IN ROW. L \\ \\'�q AREA TO BE DEMOLISHED. 11� CAUTION ! BEFORE YOU DIG - CALL UNDERGROUND UTILITY 1 -800- 245 -4545 COORDINATING COMMITTEE CITY OF COLLEGE STATION (ELECTRIC) (979) 764 -3438 VERIZON TELEPHONE (888) 483 -5600 ONCA (GAS) (979) 774 -2506 � \s TRENCH SAFETY NOTE: IF ANY TRENCH ON THIS JOB SITE, INCLUDING OPEN EXCAVATIONS WHOSE DIMENSIONS CAUSE THEM TO BE CONSIDERED TRENCHES BY OSHA, REGARDLESS OF WHETHER FOR THE INSTALLATION OF UTILITIES, FOUNDATIONS OR ANY OTHER SITE ELEMENT, IS EQUAL TO OR GREATER THAN 5.00' IN DEPTH, THEN THE CONTRACTOR SHALL NOT PERFORM ANY TRENCHING ON THIS SITE UNTIL HE HAS FIRST OBTAINED DETAILED PLANS AND SPECIFICATIONS FOR TRENCH SAFETY SYSTEMS CONFORMING TO OSHA REQUIREMENTS. SUCH PLANS AND SPECIFICATIONS SHALL BE PREPARED BY A REGISTERED PROFESSIONAL ENGINEER EMPLOYED BY OR CONTRACTED BY THE CONTRACTOR AND SHALL BE CONSIDERED A PART OF THE CONTRACTOR'S MEANS AND METHODS OF CONSTRUCTION. THE PROJECT ARCHITECT AND PROJECT ENGINEER ASSUME NO RESPONSIBILITY FOR THE CONTRACTOR'S MEANS AND METHODS OF CONSTRUCTION. IF THIS PROJECT IS OFFERED FOR BID, THE BIDS MUST CONTAIN A SEPARATE UNIT PRICE PAY ITEM FOR TRENCH SAFETY. \ °�\ S63 °57'34 "E ti � , \ 21.32' 10' PUBLIC ESMT, T❑ THE CITY OF COLLEGE STATION VOL. 304, PG. 70, B, C. D, P., EXISTING LOT LIGHT BASE TO BE \ °o REMOVED EXISTING FLUME 0" CEDAR. TO REMAIN �.. SAVE & EXCEPT I CEDA 0,036 ACRES CONVEYED TO \ TEXAS DEPARTMENT OF �6. TRANSPORTATION C. F. NO, 0734671, B. C. 0. P. R. R. P. 8' FND. 1/2\L P.. FND, TXI PRIVATE ESMT. CONVEYED TO 3EP.CH CO. 369, PG. 137, B. C. D. P., TXDOT DIS OAK 0 rD EXISTING SIGN TO REMAIN SET 'X' IN CONG� i \ �VGE 6 SIC J - EXISTING CURB & CONCRETE MEDIAN TO REMAIN\ 10 OA car'Ic. EXISTING LOT ASE-S TO BE REMOVED GREASE INTERCEPTOR 93X 1.33X2X 1.5X3.0 =1113.21 WATER DEMAND MONTHLY AVE: 104,000 GALLONS lLT VA sti 4 \ \cv EXISTING LOT LIGHT BASES TO BE REMOVED TLE MYRTLE �� 6° GAS LINE D� SEE NOTE # 7 ' CR y R_i00� 0' 18" WATER.. LINE MYRRTOLE L= 4i\�9�sEE 140TE # 6 \T XISTING FLUME REMAIN .ti1MWA \�- LOT 3 PARKWAY PLAZA, PHASE SEVEN VOL. 479, PG, 691, ❑, R\ --C, ZONING C -1 �s f1\ EXISTING 'I OT LIGHT - - -- - - __BASES TO BE 8o j�� REMOVED e y PLA 10' PUBLIC TIL � TY \ ASEMr�dT 24' RCP EXISTING TREE \ TO BE REMOVED I TELE. M, H. 6' AK ❑ �'yF (D R = 100:60' �- L =1 A.58' \ 6' R N Ft / C 4 69.25 EXISTI GTR.. TO REMAIN 6" 1 & BE PTt�Of CTED DURING C6STk &ION S / e 0 ' , i FND, 1/2' I. R. J � O \ NW 4 �1 ' SAN. SWR. M. H. TOP 285 37 FL 282. 57 37 C) \ \ " �C SW 6° PIPE FL 282. 17 5 ® � 1 NOTE CURB f UNLESS 0 HERWISE NOTED. 10" SET 'X' IN CONC, EXISTING 1 HYDRAN / BENCHMARK: CITY OF COLLEGE STATION BENCHMARK NO. 120 ELEVATION: 301.34' TOM: "X" ON TOP OF INLET AT THE SOUTHWEST CORNER OF PROPERTY. ELEVATION: 284.81' F.I.R.M. ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INSURANCE MAP NO. 480083 -0144 C, DATED JULY 2, 1992. THE SUBJECT PROPERTY LIES WITHIN ZONE "X" (UNSHADED), AREAS DETERMINED TO BE OUTSIDE THE 500 YEAR FLOOD PLAIN. SUBMITTAL DATE: 01 -10 -2003 Nx1%V ETIO"REE TO REMAIN BE Pf QTtCTED DURING DISK GENERAL NOTES 1. McDONALD'S ROAD SIGN AND BASE ARE BY THE SIGN CONTRACTOR. � CONDUIT AND WIRING ARE BY THE GENERAL CONTRACTOR. ix 2. BASES, ANCHOR BOLTS, CONDUIT, AND WIRING FOR ALL OTHER SIGNS ARE BY THE GENERAL CONTRACTOR. 3. LIGHTING FIXTURES, BASES, POLES, CONDUIT, AND WIRING ARE BY THE OW OPERATOR. >' 4. BASES FOR FLAGPOLES ARE BY THE GENERAL CONTRACTOR. ANCHOR ca BOLTS ARE BY THE FLAGPOLE SUPPLIER. 5. PROPOSED UTILITIES ARE SHOWN IN SCHEMATIC ONLY. EXACT N LOCATIONS SHALL BE DETERMINED TO ALLOW FOR THE MOST ECONOMICAL INSTALLATION. z 6. THE CONTRACTOR SHAG COORDINATE WITH ALL UTILITY COMPANIES TO DETERMINE EXACT POINT OF SERVICE CONNECTION AT EXISTING UTILITY. REFER TO THE BUILDING ELECTRICAL AND PLUMBING w DRAWINGS FOR UTILITY SERVICE ENTRANCE LOCATIONS, SIZES, AND I ? m CIRCUITING. © m o 7. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE BENCHMARK a v 3 AND MUST BE VERIFIED BY THE GENERAL CONTRACTOR AT cr GROUNDBREAK. N _� w 8. FINISH WALK AND CURB ELEVATIONS SHAM BE 6" ABOVE FINISH ° ° m PAVEMENT, UNLESS OTHERWISE NOTED ON PLANS. w U- 9. ALL LANDSCAPE AREAS SHALL BE ROUGH GRADED TO 6" BELOW a N TOP OF ALL WALKS AND CURBS. FINISH GRADING, LANDSCAPING, AND SPRINKLER SYSTEMS ARE BY THE OWNER /OPERATOR. w 10. LOT LIGHTING CONCRETE FOOTINGS TO CONFORM WITH THE SOILS °" REPORT RECOMMENDATIONS FOR THIS PARTICULAR SITE. 11. TEXAS DEPARTMENT OF TRANSPORTATION o d• TRAFFIC PAINTjWPT -8F WHITE PAINT, IS THE APPROVED LOT STRIPING BE USED. o N 12. THE GENERAL CONTRACTOR SHAM RUN A ROTO - ROOTER � THROUGH ALL SEWER ONES THAT CONNECT TO A CITY MAIN PRIOR TO OPENING DAY. > � r- N PAVING SPECIFICATION C0� OF H HWAYS, STREETS & BRIDGES. ' USE TYPE D SURFACE MIX. ,,,"S`P'(E OF FLEXIBLE BASE- S LIMESTONE r� : �. MU M SUBGRADE (6X LIME BY DRY WEIG i KE CHEN COMPACTED TO AT LEAST 95X M1AX DRY DENSITY, TO -2% TO +2X 79711 r OF OPTIMUM MOISTURE CONTENT AS PER ASTM D -698. 2" HOT ASP HAL C MIX PER TXDOT ITEM 340,1993 STAND. SPEC. FOR t= ii� ; i� L r / CONSTR. OF HIGHWAYS, STREETS do BRIDGES. USE TYPE D SURFACE MIX. ELEXIBI.E mSE*'- 6" BLACK BASE � 6" LIME STABILIZED SUBGRADE (6% LIME BY DRY WEIGHT) COMPACTED TO AT LEAST 95% MAX DRY DENSITY, TO -296 TO +296 OF OPTIMUM MOISTURE CONTENT AS PER ASTM D -698. CONCRETE ALTER 4000 PSI, 6" THICK CONCRETE (7" DUMPSTER AREA) WITH 03 REBAR AT 18' O.C.E.W. 6" LIME STABILIZED SUBGRADE (6X LIME BY DRY WEIGHT) COMPACTED TO AT LEAST 95X MAX DRY DENSITY TO -2X TO -2X O OPTIMUM MOISTURE CONTENT AS PER ASTM D -698. ® I 1. McDONALD'S ENGINEER RESERVES THE RIGHT TO REQUEST A COMPACTION O I AND /OR A CORE SAMPLE. IF TESTS PROVE CORRECT, PER ABOVE N SPECIFICATION, TESTS WILL BE AT THE EXPENSE OF McDONALD'S, OTHERWISE G.C. WILL BE CHARGED. ® OD 2. GEOTECHNICAL RECOMMENDATIONS BASED ON SOILS REPORT 102100 w BY BANDY AND ASSOCIATES, INC., DATED JUNE 14, 2002 SITE LIGHTING o F- w Z SECURITY LIGHTING SYSTEMS MODEL # AS91000- MH -DB -MT N LAMP TYPE, WATTAGE: METAL HALIDE, 1000 WATT MOUNTING HEIGHT: 30' O = NOTE: ALL FIXTURES TO BE INSTALLED TILTED AT ICJ ° o A 30 DEGREE ANGLE. UNLESS OTHERWISE SPECIFIED. w M FINAL ADJUSTMENTS TO AIMING ANGLE /DIRECTION OF FIXTURES MAY Z BE REQUIRED TO ELIMINATE LIGHT TRESPASS OR GLARE ONTO ADJOINING PROPERTIES OR ROADWAYS. O DEMOLITION PLAN 0 3 ® = c PARKING INFORMATION (EXISTING) °w .-.' TOTAL 34 SPACES 18' -0" X 9' -O" 0 90 • SPACES 2 SPACES 18' -0" X 8' -0" 10 90 ' M 3 SPACES 18' -0" X 9' -0" 0 60 • UTILITY INFORMATION (EXISTING) v W o: SIZE TYPE LOCATION o as SANITARY SEWER 4" ALONG NW PL. WATER 18" H WY. 6 Q STORM SEWER N/A SURFACE DRAIN ° ELECTRIC OHE HWY. 6 GAS 6" HWY. 6 K. Chen Engi eering A Minion of KC UnRed, Irm N 8 w Consulting Civil Eng ineers 8161 3' finite 310. Houeta►, Texas 77K135 > 9 9 Phony 71 .052.4888 Fox: 713.052.000.4 0 tr Q LEGEND (PROPOSED) a v 0 SANI SEW GAS Q p S S S S -G- ---G -G z a z W WATER W, Y� LOT LIGHT LP: 30 STO S EWER EXISTING ELEVATION 76.5 °' o -ST ELE CTRIC T ST- PROPOSED ELEVATION 77.0 E E E---E T T ELEPHON T E T DRAINAGE ARROW -�- PLAN SCALE: 1" = 20' 0 �< STREET ADDRESS 2420 TEXAS ,AVENUE o CITY STATE ST DATE BY COLLEGE STATI TEXAS PRELIMINARY ® COUNTY PLAN DRAWN S RAZO S PLAN CHECKED REGIONAL DWG. NO KCE JOB # 0278 - 01 C=7 42 -0289 DRWG. TITLE: 0278DEMO.DWG Of 7 LEGEND EXISTING C PAY PHONE - - McDONALD'S SIGN Q TRAFFIC CONTROL BOX Q9 TRAFFIC SIGNAL POLE N IRRIGATION VALVE LIGHT STANDARD GAURD POST WATER METER TELEPHONE PEDESTAL POWER POLE v GUY WIRE -rT- STREET SIGN Qf GAS VALVE GAS METER C CLEAN OUT GREASE TRAP FIRE HYDRANT I. R. IRON ROD FND. FOUND J. C. 0. P. R. R. P. JEFFERSON COUNTY OFFICIAL PUBLIC RECORDS REAL PROPERTY CONC. CONCRETE lLT VA sti 4 \ \cv EXISTING LOT LIGHT BASES TO BE REMOVED TLE MYRTLE �� 6° GAS LINE D� SEE NOTE # 7 ' CR y R_i00� 0' 18" WATER.. LINE MYRRTOLE L= 4i\�9�sEE 140TE # 6 \T XISTING FLUME REMAIN .ti1MWA \�- LOT 3 PARKWAY PLAZA, PHASE SEVEN VOL. 479, PG, 691, ❑, R\ --C, ZONING C -1 �s f1\ EXISTING 'I OT LIGHT - - -- - - __BASES TO BE 8o j�� REMOVED e y PLA 10' PUBLIC TIL � TY \ ASEMr�dT 24' RCP EXISTING TREE \ TO BE REMOVED I TELE. M, H. 6' AK ❑ �'yF (D R = 100:60' �- L =1 A.58' \ 6' R N Ft / C 4 69.25 EXISTI GTR.. TO REMAIN 6" 1 & BE PTt�Of CTED DURING C6STk &ION S / e 0 ' , i FND, 1/2' I. R. J � O \ NW 4 �1 ' SAN. SWR. M. H. TOP 285 37 FL 282. 57 37 C) \ \ " �C SW 6° PIPE FL 282. 17 5 ® � 1 NOTE CURB f UNLESS 0 HERWISE NOTED. 10" SET 'X' IN CONC, EXISTING 1 HYDRAN / BENCHMARK: CITY OF COLLEGE STATION BENCHMARK NO. 120 ELEVATION: 301.34' TOM: "X" ON TOP OF INLET AT THE SOUTHWEST CORNER OF PROPERTY. ELEVATION: 284.81' F.I.R.M. ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INSURANCE MAP NO. 480083 -0144 C, DATED JULY 2, 1992. THE SUBJECT PROPERTY LIES WITHIN ZONE "X" (UNSHADED), AREAS DETERMINED TO BE OUTSIDE THE 500 YEAR FLOOD PLAIN. SUBMITTAL DATE: 01 -10 -2003 Nx1%V ETIO"REE TO REMAIN BE Pf QTtCTED DURING DISK GENERAL NOTES 1. McDONALD'S ROAD SIGN AND BASE ARE BY THE SIGN CONTRACTOR. � CONDUIT AND WIRING ARE BY THE GENERAL CONTRACTOR. ix 2. BASES, ANCHOR BOLTS, CONDUIT, AND WIRING FOR ALL OTHER SIGNS ARE BY THE GENERAL CONTRACTOR. 3. LIGHTING FIXTURES, BASES, POLES, CONDUIT, AND WIRING ARE BY THE OW OPERATOR. >' 4. BASES FOR FLAGPOLES ARE BY THE GENERAL CONTRACTOR. ANCHOR ca BOLTS ARE BY THE FLAGPOLE SUPPLIER. 5. PROPOSED UTILITIES ARE SHOWN IN SCHEMATIC ONLY. EXACT N LOCATIONS SHALL BE DETERMINED TO ALLOW FOR THE MOST ECONOMICAL INSTALLATION. z 6. THE CONTRACTOR SHAG COORDINATE WITH ALL UTILITY COMPANIES TO DETERMINE EXACT POINT OF SERVICE CONNECTION AT EXISTING UTILITY. REFER TO THE BUILDING ELECTRICAL AND PLUMBING w DRAWINGS FOR UTILITY SERVICE ENTRANCE LOCATIONS, SIZES, AND I ? m CIRCUITING. © m o 7. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE BENCHMARK a v 3 AND MUST BE VERIFIED BY THE GENERAL CONTRACTOR AT cr GROUNDBREAK. N _� w 8. FINISH WALK AND CURB ELEVATIONS SHAM BE 6" ABOVE FINISH ° ° m PAVEMENT, UNLESS OTHERWISE NOTED ON PLANS. w U- 9. ALL LANDSCAPE AREAS SHALL BE ROUGH GRADED TO 6" BELOW a N TOP OF ALL WALKS AND CURBS. FINISH GRADING, LANDSCAPING, AND SPRINKLER SYSTEMS ARE BY THE OWNER /OPERATOR. w 10. LOT LIGHTING CONCRETE FOOTINGS TO CONFORM WITH THE SOILS °" REPORT RECOMMENDATIONS FOR THIS PARTICULAR SITE. 11. TEXAS DEPARTMENT OF TRANSPORTATION o d• TRAFFIC PAINTjWPT -8F WHITE PAINT, IS THE APPROVED LOT STRIPING BE USED. o N 12. THE GENERAL CONTRACTOR SHAM RUN A ROTO - ROOTER � THROUGH ALL SEWER ONES THAT CONNECT TO A CITY MAIN PRIOR TO OPENING DAY. > � r- N PAVING SPECIFICATION C0� OF H HWAYS, STREETS & BRIDGES. ' USE TYPE D SURFACE MIX. ,,,"S`P'(E OF FLEXIBLE BASE- S LIMESTONE r� : �. MU M SUBGRADE (6X LIME BY DRY WEIG i KE CHEN COMPACTED TO AT LEAST 95X M1AX DRY DENSITY, TO -2% TO +2X 79711 r OF OPTIMUM MOISTURE CONTENT AS PER ASTM D -698. 2" HOT ASP HAL C MIX PER TXDOT ITEM 340,1993 STAND. SPEC. FOR t= ii� ; i� L r / CONSTR. OF HIGHWAYS, STREETS do BRIDGES. USE TYPE D SURFACE MIX. ELEXIBI.E mSE*'- 6" BLACK BASE � 6" LIME STABILIZED SUBGRADE (6% LIME BY DRY WEIGHT) COMPACTED TO AT LEAST 95% MAX DRY DENSITY, TO -296 TO +296 OF OPTIMUM MOISTURE CONTENT AS PER ASTM D -698. CONCRETE ALTER 4000 PSI, 6" THICK CONCRETE (7" DUMPSTER AREA) WITH 03 REBAR AT 18' O.C.E.W. 6" LIME STABILIZED SUBGRADE (6X LIME BY DRY WEIGHT) COMPACTED TO AT LEAST 95X MAX DRY DENSITY TO -2X TO -2X O OPTIMUM MOISTURE CONTENT AS PER ASTM D -698. ® I 1. McDONALD'S ENGINEER RESERVES THE RIGHT TO REQUEST A COMPACTION O I AND /OR A CORE SAMPLE. IF TESTS PROVE CORRECT, PER ABOVE N SPECIFICATION, TESTS WILL BE AT THE EXPENSE OF McDONALD'S, OTHERWISE G.C. WILL BE CHARGED. ® OD 2. GEOTECHNICAL RECOMMENDATIONS BASED ON SOILS REPORT 102100 w BY BANDY AND ASSOCIATES, INC., DATED JUNE 14, 2002 SITE LIGHTING o F- w Z SECURITY LIGHTING SYSTEMS MODEL # AS91000- MH -DB -MT N LAMP TYPE, WATTAGE: METAL HALIDE, 1000 WATT MOUNTING HEIGHT: 30' O = NOTE: ALL FIXTURES TO BE INSTALLED TILTED AT ICJ ° o A 30 DEGREE ANGLE. UNLESS OTHERWISE SPECIFIED. w M FINAL ADJUSTMENTS TO AIMING ANGLE /DIRECTION OF FIXTURES MAY Z BE REQUIRED TO ELIMINATE LIGHT TRESPASS OR GLARE ONTO ADJOINING PROPERTIES OR ROADWAYS. O DEMOLITION PLAN 0 3 ® = c PARKING INFORMATION (EXISTING) °w .-.' TOTAL 34 SPACES 18' -0" X 9' -O" 0 90 • SPACES 2 SPACES 18' -0" X 8' -0" 10 90 ' M 3 SPACES 18' -0" X 9' -0" 0 60 • UTILITY INFORMATION (EXISTING) v W o: SIZE TYPE LOCATION o as SANITARY SEWER 4" ALONG NW PL. WATER 18" H WY. 6 Q STORM SEWER N/A SURFACE DRAIN ° ELECTRIC OHE HWY. 6 GAS 6" HWY. 6 K. Chen Engi eering A Minion of KC UnRed, Irm N 8 w Consulting Civil Eng ineers 8161 3' finite 310. Houeta►, Texas 77K135 > 9 9 Phony 71 .052.4888 Fox: 713.052.000.4 0 tr Q LEGEND (PROPOSED) a v 0 SANI SEW GAS Q p S S S S -G- ---G -G z a z W WATER W, Y� LOT LIGHT LP: 30 STO S EWER EXISTING ELEVATION 76.5 °' o -ST ELE CTRIC T ST- PROPOSED ELEVATION 77.0 E E E---E T T ELEPHON T E T DRAINAGE ARROW -�- PLAN SCALE: 1" = 20' 0 �< STREET ADDRESS 2420 TEXAS ,AVENUE o CITY STATE ST DATE BY COLLEGE STATI TEXAS PRELIMINARY ® COUNTY PLAN DRAWN S RAZO S PLAN CHECKED REGIONAL DWG. NO KCE JOB # 0278 - 01 C=7 42 -0289 DRWG. TITLE: 0278DEMO.DWG Of 7 #3 DEFORMED 6" 1/2 " BARS (CONTINUOUS) 1 " R (TYP) #3 DEFORMED BAR s 0 18" O.C.E.W. 0 N o n•. o. 1/4 DIA " I'" GRADE PVMT. DIMENSIONS REFER TO THIS POINT P AN P.C.C. CURB & GUTTER PAVEMENT ELEVATIONS W TO THIS POINT � (�1 nI BRUSHING. HAND FINISH NOT REQUIRED WHEN CURB IS POURED BY A MACHINE, BUT CURB WILL HAVE THE SAME OUTSIDE DIMENSIONS, AND HAVE A BRUSHED FINISH. - 0" 2. BASES, ANCHOR BOLTS, CONDUIT, AND WIRING FOR ALL OTHER W 0 TOP OF CURB #3 BAR CONTINUOUS SIGNS ARE BY THE GENERAL CONTRACTOR._ # DOWEL BAR 1 1/16 " DIA raw l � A m�_ 1 W-03 12" I 3 " I 10" I LIM W MMILILLU JUC UMMUL; I . .- . � (REFER TO PAVING SPECIFICATIONS Z FOR DETAIL) COMPACTED SUBGRADE NOTES: 1. WHEN CONCRETE CURB IS TO BE PLACED 2. FINISH TO BE ACCOMPLISHED BY ON EXISTING CONCRETE BASE, PLACE 3 FLOATING, STEEL TROWELING AND THEN DEFORMED BARS 0 18" CENTERS, 10" LONG BRUSHING. HAND FINISH NOT REQUIRED DOWELED AND SET IN SULFUR OR QUICK WHEN CURB IS POURED BY A MACHINE, SETTING CONCRETE. BUT CURB WILL HAVE THE SAME OUTSIDE DIMENSIONS, AND HAVE A BRUSHED FINISH. TYPICAL CURB ON CONCRETE PAVING SECTION ©A NTS NOTES: 1. CONTROL JOINTS TO BE PLACED A MAXIMUM OF 20' BETWEEN EXPANSION JOINTS. JOINT SEALANT SAW CUT 1/4" WIDE x 1/4 (SONOLASTIC SR -1) DEPTH OF PAVEMENT REINFORCEMENT ' o 6 „ CONTROL JOINT DETAIL NTS STEEL TO MEET ASTM A -615, UNITS TO BE SPACED ON 12" CENTERS. EXPANSION JOINTS TO BE PLACED AT THE END OF EACH CURB RADIUS AND SPACED A MAXIMUM OF 40' APART. NTS NTS 6" P.C.C. CURB RAMP SURFACE 2" 2" 6 „ ELEVATION NTS HANDICAP RAMP SLOPES NOT TO EXCEED 1:12 (PER ADA REQ'MTS.) SCARIFY THE CONCRETE SURFACE AS PER ADA REQUIREMENTS 4, -0" � M j 6" LIME STABILIZED SUBGRADE. HYDRATED LIME SHOULD BE 3" MIXED WITH THE UPPER 8" OF SCARIFIED SUBGRADE SOILS AT A RATE OF 4% BY DRY WEIGHT. LIME PLACEMENT AND MIXING OPERATIONS SHOULD BE PERFORMED IN GENERAL ACCORDANCE WITH TXDOT ITEM 260. AFTER PROPER CURING TIME, THE LIME STABILIZED SOILS SHOULD BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D 698). CONCRETE CURB TYPICAL ON ASPHA fi N JOINT SEALANT SONOLASTIC R -1) 1/4" R NAIL DOWEL CLIP TO REDWOOD EXPANSION JOINT 26 GA. STEEL TUBE (DIPPED IN ASPHALT) OR PLASTIC CAP - LOOSE FIT 18" 3/4" DIA SMOOTH BAR 1" REDWOOD EXPANSION JOINT FILLER 1 1/2 PROPOSED ASPHALT PAVEMENT Ik • - :. LIGHT REFELECTIVE STAIN ON Rf:1:9PS PER TAS 4.7.4 (2) S /y SLOPE o PAVEMENT 1�-- Ui NTS GROOVES ON RAMP 1/4" DEEP, 3/4" WIDE, SPACED 2 INCHES APART PLAN HANDICAP ACCESS RAMP Q NTS DEPRESSED CURB 6" SCARIFY THE CONCRETE HDCP RAMP SLOPES SURFACE AS PER TAS NOT TO EXCEF�D 1:12 REQUIREMENTS (PER TAS REQ MTS.) 4000 P.S.I. CONC. V 1 BUILDING GROOVES QN RAMP 1 �4" LIGHT RELECTIVE STAIN DEEP, 3 4 WIDE S ACED ON RAMPS PER TAS 4.7.4 2 INCH S APART. LIGHT REFLECTIVE STAIN SLOP SLOPE' ON RAMPS PER AS 4.7.4 : 7AI • r REFER TO CURB DETAIL THIS SHEET E . FINISH GRADE GREASE INTER ' �'' * < >ig xz 4" THICK CONC. WALK (4000 P.S.I.) 93X1.33X2X1.5X3.0 1113.2T _ = _ = — 4" SAND BASE -111 1 I - 111 -1 I _ IJ =1 — 6 "x6 "- W1.4xW1.4 W.W.F. WATER DEMAND MONTHLY AVE. 104,000 GALLONS SIDEWALK NTS DEPRESSED ' " CURB 6 -0 5 -0 6 CURB EDGE SIDEWALK 4" WIDE STRIPE PAINTED YELLOW SPACING PER TAS 1/2" PRE- MMDF-D EXP. JOINT JOINT FILLER, PER ASTM D -1751, "FLEXCELL" AS MANUFACTURED BY CELOTEX OR APPROVED EQUAL. SLOPE 1/8 PER. REFER TO CURB FT. MIN. DETAIL THIS SHEET FINISH GRADE :'• �. ;,, ;;;.- ,.:...;- ;Y, -;N..� 4" THICK CONC. WALK .:::. :.;'•' —'' —. ; .. .. _ — (4000 P.S.I.) 4" SAND BASE TLIT II I - I _ 6x6 - W1.4xW1.4 W.W.F. SIDEWALK AT BUILDING NTS FINISH GRADE PVMT. DIMENSIONS REFER TO THIS POINT 1 " RADIUS TYP. P.C.C. CURB & GUTTER PAVEMENT ELEVATIONS REFER TO THIS POINT E AS SPECIFIED ILIZED SUBGRADE ; PECIFIED ` (1) #3 CONT., TYP. NOTE: THE EXPANSION JOINT W /FLEXCELL FILLER SHALL BE CONSTRUCTED ON CONCRETE CURB AT LOCATION MATCH CONC. PVMT. EXPANSION JOINT OR AT 40 APART MAX. CONCRETE CURB & GUTTER Q CONCRETE CURB REINFORCING NTS 6" 1/2 " 3 DEFORMED ARS (CONTINUOUS) 3 - #„ R (TYP) 3 DEFORMED BAR 3" HOT MIXED ASPHALT CONCRETE (TYPE D) o r ® 18" OC A SPECIFICATIONS OUTLINED IN THE 1993 EDITION OF THE STANDARD FOR CONSTRUCTION OF HIGHWAYS STREETS AND BRIDGES. tow 8" LIMESTONE r JOINT SEALANT SAW CUT 1 /4" WIDE x 1 /4 (SONOLASTIC SR -1) THICKNESS OF PAVEMENT REINFORCEMENT (TO BE DISCONTINUED 0 JOINTSF i 11/4 R " s o f .__.. D .., /2 %• I METAL CONSTRUCTION JOINT 3/4" DIA. SMOOTH DOWEL BAR (18 ") LONGITUDINAL JOINT DETAIL i NTS 3" HOT MIXED ASPHALTIC CONCRETE, TXDOT ITEM 340, TYPE D 8" LIMESTONE 6" LIME STABILIZED -/ SUB GRADE (6% LIMESTONE BY DRY WEIGHT) DRIVE 24" THANK 24" N h TH R U 24" YOU 24" — T PAINTED TRAFFIC ARROWS 13 N.T,S, A. PROPOSED CURB .• .. .�. .4L .—/ 10" 2' -0" • • i� _ IMESTONE _IME STABILIZED SUBGRADE LIME BY DRY WEIGHT) PACTED TO A DRY DENSITY OF AT LEAST 95% OF THE STANDARD PROCTOR MAX. DRY TO -2% TO +2% OF OPTIMUM MOISTURE CONTENT PER ASTM D 698. TYPICAL ASPHALT PAVEMENT �1 NTS NOTES: �3 1. WHEN CONCRETE CURB IS TO BE PLACED ON EXISTING CONCRETE BASE, PLACE #3 DEFORMED BARS 0 18" CENTERS, 10" LONG DOWELED AND SET IN SULFUR OR QUICK SETTING CONCRETE. ` 2. FINISH TO BE ACCOMPLISHED BY CONDUIT AND WIRING ARE BY THE GENERAL CONTRACTOR. FLOATING, STEEL TROWELING AND THEN BRUSHING. HAND FINISH NOT REQUIRED WHEN CURB IS POURED BY A MACHINE, BUT CURB WILL HAVE THE SAME OUTSIDE DIMENSIONS, AND HAVE A BRUSHED FINISH. - 0" 2. BASES, ANCHOR BOLTS, CONDUIT, AND WIRING FOR ALL OTHER W TOP OF CURB #3 BAR CONTINUOUS SIGNS ARE BY THE GENERAL CONTRACTOR._ # DOWEL BAR TOP OF SLAB 3. LIGHTING FIXTURES, BASES, POLES, CONDUIT, AND WIRING ARE BY THE ' •.. • '' PROPERTY LINE 6' LONG PRECAST CONC. WHEELSTOP W/ (2) f4 BARS CONT. 5' -9 LONG PARKING SURFACE & BASE AS SPECIFIED CONC. WHEEL STOP 12 N,T.S, "'XED ASPHALT CONCRETE ( TxDOT ITEM 340) GENERAL NOTES �3 ` 1. McDOR.U'S ROAD SIGN AND BASE ARE BY THE SIGN CONTRACTOR. CONDUIT AND WIRING ARE BY THE GENERAL CONTRACTOR. it 2. BASES, ANCHOR BOLTS, CONDUIT, AND WIRING FOR ALL OTHER W SIGNS ARE BY THE GENERAL CONTRACTOR._ 3. LIGHTING FIXTURES, BASES, POLES, CONDUIT, AND WIRING ARE BY THE OWNER /OPERATOR. >- 4. BASES FOR FLAGPOLES ARE BY THE GENERAL CONTRACTOR. ANCHOR m BOLTS ARE BY THE FLAGPOLE SUPPUER. 5. PROPOSED UTILITIES ARE SHOWN IN SCHEMATIC ONLY. EXACT LOCATIONS SHALL BE DETERMINED TO ALLOW FOR THE MOST N ECONOMICAL INSTALLATION. z 6. THE CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES TO DETERMINE EXACT POINT OF SERVICE CONNECTION AT EXISTING 1 UTILITY. REFER TO THE BUILDING ELECTRICAL AND PLUMBING z DRAWINGS FOR UTILITY SERVICE ENTRANCE LOCATIONS, SIZES, AND z CIRCUITING. z o 7. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE BENCHMARK n 0 AND MUST BE VERIFIED BY THE GENERAL CONTRACTOR AT m 3 GROUNDBREAK. W v w 8. FINISH WALK AND CURB ELEVATIONS SHAD. BE 6 " ABOVE FINISH ° PAVEMENT, UNLESS OTHERWISE NOTED ON PLANS. W u- 9. ALL LANDSCAPE AREAS SHALL BE ROUGH GRADED TO 6" BELOW a L N TOP OF ALL WALKS AND CURBS. FINISH GRADING, LANDSCAPING, AND SPRINKLER SYSTEMS ARE BY THE OWNER /OPERATOR. W 10. LOT LIGHTING CONCRETE FOOTINGS TO CONFORM WITH THE SOILS °' REPORT RECOMMENDATIONS FOR THIS PARTICULAR SITE. 11. TEXAS DEPARTMENT OF TRANSPORTATION M TRAFFIC PAINT WPT -8F WHITE PAINT, IS THE APPROVED LOT ¢ STRIPING TO BE USED. N 12. THE GENERAL CONTRACTOR SHALL RUN A ROTO - ROOTER ° Z � THROUGH ALL SEWER LINES THAT CONNECT TO A CITY MAIN in > PRIOR TO OPENING DAY. w .- N PAVING SPECIFICATION pF tltt TF 3H0 I ASPHALTIC MIX PER TXDOT ITEM 340,1993 STAND. SPEC. FOR CONSTR. OF HIGHWAYS, STREET'S & BRIDGES. USE TYPE D SURFACE MIX. FLEXIIRLE BASE' „": p,'�E••••••.., •. 8" LIMESTONE *+ *:' '. * ff t .......................:. . 6�STABILIZED SUBGRADE ((B% LIME BY DRY WEIG COMPACTED TO AT LEAST AX i KE CHEN 95% % OF OPTIMUM MOISTURE CONTENT AS DRY DENSITY. TO - TO +2% PER ASIA4 D -698. +r •� 79711 j j t .• � - 4 dSPHAI T ALTERNATE 2 HOT ASPHALTIC MIX PER TXDOT ITEM 340,1993 STAND. SPEC. FOR CONSTR. OF HIGHWAYS, STREETS =1_ " " "' 7< to & BRIDGES. USE TYPE D SURFACE MIX. F1 FXIR F RAM Lr 6" BLACK BASE S� SufflaffiL 6" LIME STABILIZED SUBGRADE (6X LIME BY DRY WEIGHT) COMPACTED TO AT LEAST 95% MAX( DRY DENSITY, TO -2X TO +2% OF OPTIMUM MOISTURE CONTENT AS PER ASTM D -698. CONCRETE ALTERNATE 4000 PSI, 6" THICK CONCRETE (7" DUMPSTER AREA) WITH #3 REBAR AT 18' O.C.E.W. 6" LIME STABILIZED SUBGRADE (6% LIME BY DRY WEIGHTS COMPACTED TO AT LEAST 95% MAX DRY •- DENSITY TO -2% TO -2% r OF OPTIMUM MOISTURE CONTENT AS PER ASTM D -698. ® i 00 1. McDONALD'S ENGINEER RESERVES THE RIGHT TO REQUEST A COMPACTION 4 1 AND /OR A CORE SAMPLE. IF TESTS PROVE CORRECT, PER ABOVE UO N SPECIFICATION, TESTS WILL BE AT THE EXPENSE OF McDONALD'S, OTHERWISE G.C. WILL BE CHARGED. 2. GEOTECHNICAL RECOMMENDATIONS BASED ON SOILS REPORT 102100 �--� D 00 BY BANDY AND ASSOCIATES, INC., DATED JUNE 14, 2002 0 o F SITE LIGHTING O I .,., SECURITY LIGHTING SYSTEMS MODEL # ASB1000- MH -DB -MT LAMP TYPE, WATTAGE: METAL HALIDE, 1000 WATT o MOUNTING - HEIGHT: 30' z 0 = NOTE: ALL FIXTURES TO BE INSTALLED TILTED AT A 30 DEGREE ANGLE. UNLESS OTHERWISE SPECIFIED. W M FINAL ADJUSTMENTS TO AIMING ANGLE /DIRECTION OF FIXTURES MAY W BE REQUIRED TO ELIMINATE LIGHT TRESPASS OR GLARE ONTO o z ADJOINING PROPERTIES OR ROADWAYS. 0 N PAVING DETAILS = 3 Q o PARKING INFORMATION (EXISTING) rn TOTAL SPACES 34 SPACES 18' -0" X 9' -0" 0 90 • 2 SPACES 18' -0" X 8' -0" @ 90 • o M 3� 3 SPACES 18' -0" X 9' -0" O 60 UTILITY INFORMATION (EXISTING) w w U w ° SIZE TYPE LOCATION 0 Q SANITARY SEWER 4" ALONG NW PL. o w WATER 18" HWY. 6 STORM SEWER N/A SURFACE DRAIN ELECTRIC OHE HWY. 6 0 GAS 6" HWY. 6 K. Chen JLe ]Cllgi i neelFIl.ng A Minion of KC United, km N , Suits 310. Houston, Tenor 77034 Consulting Civil '•o�� Foy 713.952.91M Q 0- z LEGEND (PROPOSED) CL Q m Fn SA S GAS S S WATERS S LOT LIGHT 0 '0 LP:30 Z us z 0 STO S EWER —ST ST ST ST— EXISTING ELEVATION 76.5 0 ' p ESC -TRIG PROPOSED ELEVATION 77.0 V E E —E T T T T T DRAINAGE ARROW -- PLAN SCALE: 1" = 20' STREET ADDRESS 2420 TEXAS AVENUE CITY STATE STATUS DATE BY C OLLEG E STATION TEXAS PRELIMINARY COUNTY PLAN DRAWN B RAZO S PLAN CHECKED REGIONAL DWG. NO KCE JOB # 0278 -01 C= 5 42 -0289 DRWG. TITLE: 0278DET PAV Of 7 'fir 3/4" CONDUIT STUB -UP 18" A.F.F. FROM McDONAI PANEL LP -1 FOR FOR FOR FUTURE TRASH COMF (CAPPED) i TOP OF #5 BARS 0 32 O.C. CONT. THRU WALL & INTO FOOTING W /3" HOOK INSTALLED PRIOR TO POURING CONCRETE. EPDXY BARS INTO CONC., AFTER SET IS NOT ACCEPTABLE. (SEE PLAN FOR LOCATION) USE WHITE GREASE ON ALL FITTINGS - FRONT AND BACK WELD TO 1 FRAME 1' -- - METAL COLLAR TO FIT OVER 6" DIA. POST. GREASE AREA BETWEEN POST AND r-6" PVC HINGES. CAP 1" NIPPLE WELDED TO PLATE COLLARS 3/4" GALV BOLT W/ 4 D ETAILS GATE #9 WIRE TRUSSES AT 16" O.C. H $• 3 0 12" O.C. j EA. WAY) F � a 3 SAND N CUSHION 3' #3 0 12" O.C. A 7 0 i N ELEVATION 0' -0" N.T.S. I V - 4' SECTION A -A N.T.S. 4' 1/2 STL. PLATE 1/2 BOLTS TO FRAME MOTE. CAIN BOLTS TO LOCATED INSIDE TRASH ENCLOSI N.T.S. 6" DIA. GATE POST 93X 1.33X2X 1.5X3.0 -111 WATER DEMO MONTHLY AVE: 104,000 ELEVATION N.T.S. TOP OF SLAB TRASH ENCLOSUR N.T.S. USE WHITE GREASE ` ON ALL FITTINGS FRONT AND BACK c� 6" DIA. STEEL POST FILLED W /CONCRETE STEEL POST PAINTED YELLOW FINISH SURFACE 18" DIA. CONCRETE FOOTING GUARD POST N.T.S. 4" x 8" x 16" SOLID SPLIT FACE CAP SLOPE TOF TO DRAIN 8" x 8" x 16" SPLIT FACE PAINT GRAY INSIDE (TYP.) PAINT EXTRIOR OF TRASH ENCLOSURE SAME COLOR AS BUILDING. METAL COLLAR TYP. WELD BOTTOM COLLAR i TO POST, BOLT TOP COLLAR JAMB DETAIL N.T.S. N.T.S. N I L 3 "0"x1/4" STL. ANGLE FRAME AND DIAG. FRAME (TYP.) BRACES (GRIND WELDS AND L 2 "x2 "0/16" CORNERS SMOOTH) PRIME AND CROSSING BAR GA. METAL PANEL PAINT W/2 COATS BUILDING COLOR F 20 BUA DINGOCOLORH 2" ~) I ,—JAMB DETAIL GENERAL NOTES �3 1. McDONALD'S ROAD SIGN AND BASE ARE BY THE SIGN CONTRACTOR. CONDUIT AND WIRING ARE BY THE GENERAL CONTRACTOR. 1z 2. BASES, ANCHOR BOLTS, CONDUIT, AND WIRING FOR ALL OTHER W SIGNS ARE BY THE GENERAL CONTRACTOR._ 3. LIGHTING FIXTURES, BASES, POLES, CONDUIT, AND WIRING ARE BY THE OWNER /OPERATOR. m 4. BASES FOR FLAGPOLES ARE BY THE GENERAL CONTRACTOR. ANCHOR BOLTS ARE BY THE FLAGPOLE SUPPLIER. 5. PROPOSED UTILITIES ARE SHOWN IN SCHEMATIC ONLY. EXACT LOCATIONS SHALL BE DETERMINED TO ALLOW FOR THE MOST N ECONOMICAL INSTALLATION. o 6. THE CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES z TO DETERMINE EXACT POINT OF SERVICE CONNECTION AT EXISTING W UTILITY. REFER TO THE BUILDING ELECTRICAL AND PLUMBING 1 ? DRAWINGS FOR UTILITY SERVICE ENTRANCE LOCATIONS, SIZES, AND z CIRCUITING. z o 7. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE BENCHMARK a v 3 AND MUST BE VERIFIED BY THE GENERAL CONTRACTOR AT m GROUNDBREAK. w w 8. FINISH WALK AND CURB ELEVATIONS SHALL BE 6 ABOVE FINISH ° a PAVEMENT, UNLESS OTHERWISE NOTED ON PLANS. w 9. ALL LANDSCAPE AREAS SHALL BE ROUGH GRADED TO 6" BELOW a N TOP OF ALL WALKS AND CURBS. FINISH GRADING, LANDSCAPING, AND SPRINKLER SYSTEMS ARE BY THE OWNER /OPERATOR. w 10. LOT LIGHTING CONCRETE FOOTINGS TO CONFORM WITH THE SOILS °" REPORT RECOMMENDATIONS FOR THIS PARTICULAR SITE 11. TEXAS DEPARTMENT OF TRANSPORTATION TRAFFIC PAINT WPT-8F WHITE PAINT, IS THE APPROVED o LOT STRIPING TO BE USED. < 12. THE GENERAL CONTRACTOR SHALL RUN A ROTO - ROOTER ° THROUGH ALL SEWER LINES THAT CONNECT TO A CITY MAIN LO > PRIOR TO OPENING DAY. w .- N PAVING SPECIFICATION ��irllttttt S%� ,, - 01 • A O 3' ASPHALTIC MIX PER TXDOT ITEM 340,1993 STAND. SPEC. FOR CONSTR. OF HIGHWAYS, STREETS & BRIDGES. USE TYPE D SURFACE MIX. 8" - ���1�, LIMESTONE „ * ; •, ,SUBGROE 6" LIME STABILIZED SUBGRADE (6% LIME BY DRY WEIG COMPACTED TO AT LEAST OP . ........................... .� r. KE CHEN • 95% MAX. DRY DENSITY, TO TO +2% OF OPTIMUM MOISTURE CONTENT AS PER ASTM D -698. ASPHALT ei •t HUM �� , 79711 .. li ' • '/ 2" HOT ASPHALTIC MIX PER TXDOT ITEM 340,1993 STAND. SPEC. FOR • CONSTR. OF HIGHWAYS, STREETS & BRIDGES. USE TYPE D SURFACE MIX. , FI EXIR F B&V. b� 6" BLACK BASE 6 U ME STABILIZED SUBGRADE ((6% LIME BY DRY WEIG COMPACTED TO AT �% LEAST 95% MAX DRY DENSITY, TO TO +2% OF OPTIMUM MOISTURE CONTENT AS PER ASTM D -698. CONCRETE ALTERNATE 4000 PSI, 6" THICK CONCRETE (7" DUMPSTER AREA) WITH #3 REBAR AT 18' O.C.E.W. 6" LIME STABILIZED SUBGRADE (6% LIME BY DRY WEIGHTS COMPACTED TO AT LEAST 95% MAX DRY •- DENSITY TO —2% TO —2% r` OF OPTIMUM MOISTURE CONTENT AS PER ASTM D -698. fim* ao 1. McDONALD'S ENGINEER RESERVES THE RIGHT TO REQUEST A COMPACTION I AND /OR A CORE SAMPLE. IF TESTS PROVE CORRECT, PER ABOVE U N SPECIFICATION, TESTS WILL BE AT THE EXPENSE OF McDONALD'S, OTHERWISE G.C. WILL BE CHARGED. 2. GEOTECHNICAL RECOMMENDATIONS BASED ON SOILS REPORT 102100 O O0 co BY BANDY AND ASSOCIATES, INC., DATED JUNE 14, 2002 o 0 SITE LIGHTING Z SECURITY LIGHTING SYSTEMS MODEL # ASB1OD0- MH -DB -MT LAMP TYPE, WATTAGE: METAL HALIDE, 1000 WATT cn MOUNTING HEIGHT: 30' Z O o _ NOTE: ALL FIXTURES TO BE INSTALLED TILTED AT A 30 DEGREE ANGLE. UNLESS OTHERWISE SPECIFIED. W M FINAL ADJUSTMENTS TO AIMING ANGLE /DIRECTION OF FIXTURES MAY BE REQUIRED TO ELIMINATE LIGHT TRESPASS OR GLARE ONTO Z ADJOINING PROPERTIES OR ROADWAYS. cn TRASH ENCLOSURE DETAILS 0 3 ® _ ° PARKING INFORMATION (EXISTING) 1 TOTAL SPACES 34 SPACES 18' -0" X 9' -0" O 90 • 2 SPACES 18' -0" X 8' -0" O 90 • n 3 SPACES 18' -0" X 9' -0" O 60 • UTILITY INFORMATION (EXISTING) W c n cn V w SIZE TYPE LOCATION o 0 a SANITARY SEWER 4" ALONG NW PL. o w WATER 18" H WY. 6 STORM SEWER N/A SURFACE DRAIN ELECTRIC OHE HWY. 6 � GAS 6" H WY. 6 K. Che E° ngl A OMdan of KC United. Ina. N 61 Et Sui6e 310, Houdon. Tom 7703E Consulting Civil Engineers Pi,onx 0 7,7. s2.esas Fax: 713.954.9994 Q 0 Q � z LEGEND (PROPOSED) ¢ o: SANI SEW GAS S S WATERS S LOT LIGHT 0- 0 LP:30 Z Z N STO S EWER —ST ST ST ST— EXISTING ELEVATION 76.5 a' 0 PROPOSED ELEVATION 77.0 V E E E LECTRIC E E T T _T _T T DRAINAGE ARROW -- PLAN SCALE: 1" = 20' STREET ADDRESS 2420 TEXAS AVENUE o CITY STATE STATUS DATE BY COLLEGE STATION TEXAS PRELIMINARY COUNTY PLAN DRAWN B RAZO S PLAN CHECKED REGIONAL DWG. NO KCE JOB # 0278 -01 C DRWG. TITLE: 42 -0289 0278 DET TE Of 7 SECTION B -B NOTES 1. MONUMENTA'IION (BENCHMARK) AS SHOWN. 2. THE UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEE THAT THE UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE EXACT LOCATION OF ALL UTILITIES SHALL BE FIELD VERIFIED BY CONTRACTOR BEFORE ANY ON SITE CONSTRUCTION ACTNW- IF ANY CONFLICTS EXIST BETWEEN THE DRAWINGS AND FIELD CONDITIONS, THE ENGINEER AND THE OWNER SHALL BE NOTIFIED IMMEDIATELY. 3. FIELD SURVEY COMPLETED BY CIVIL CONCEPTS INC. DEMOLITION NOTES 1. CONTRACTOR IS RESPONSIBLE FOR PROPERLY REMOVING AND DISPOSING OFF ALL ITEMS TO BE DEMOLISHED. 2. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED FOR DEMOLITION BY LOCAL GOVERNING AUTHORITY. 3. CONTRACTOR TO CONTACT LOCAL ELECTRIC COMPANY BEFORE BEGINNING DEMOLITION OF ALL OVERHEAD AND UNDERGROUND POWER. 4. CONTRACTOR TO CONTACT LOCAL GAS COMPANY BEFORE BEGINNING DEMOLITION OF ALL EXISTING GAS LINES. 5. PRIOR TO STARTING CONSTRUCTION- CONTRACTOR TO VERIFY WITH McDONALD'S WHICH, IF ANY, EXISTING TREES ARE TO REMAIN. 6. EXISTING LIGHTS TO REMAIN WILL BE DETERMINED BY OPERATOR. 7. CONTRACTOR TO COORDINATE WITH OPERATOR CONCERNING EXISTING TREES IN ROW. k\' = AREA TO BE DEMOLISHED. C-1 CAUTION! BEFORE YOU DIG - C UNDERGROUND UTILITY 1- 800 - 245 -4545 COORDINATING COMMITTEE CITY OF COLLEGE STATION (ELECTRIC) (979) 764 -3438 VERIZON TELEPHONE (888) 483 -5600 ONCA (GAS) (979) 774 -2506 8' FND, 1/2\' R. ti �S63 °57'34 "E 21.32 10' PUBLIC ESMT. TO THE CITY OF COLLEGE STATION / " VOL. 304, PG. 70, B, C. D. R. w �- EXISTING LOT LIGHT (-,7oo / BASE TO BE _ REMOVED '�. �� EXISTING FLUME .�I 0' CEDAR TO REMAIN 71" SAVE & EXCEPT CEDA 0.036 ACRES CONVEYED TO �' TEXAS DEPARTMENT OF �6. TRANSPORTATION �\ C. F. NO, 0734671, B. C. O. P. R. R. P. FND. TXDOT PRIVATE ESMT, CONVEYED TO - iEP.CH CO. 369, PG, 137, B. C. D. R. TXDOT DI OAK TRENCH SAFETY NOTE: IF ANY TRENCH ON THIS JOB SITE, INCLUDING OPEN EXCAVATIONS WHOSE DIMENSIONS CAUSE THEM TO BE CONSIDERED TRENCHES BY OSHA, REGARDLESS OF WHETHER FOR THE INSTALLATION OF UTILITIES, FOUNDATIONS OR ANY OTHER SITE ELEMENT, IS EQUAL TO OR GREATER THAN 5.00' IN , DEPTH, THEN THE CONTRACTOR SHALL NOT PERFORM ANY TRENCHING ON THIS SITE UNTIL HE HAS FIRST OBTAINED DETAILED PLANS AND SPECIFICATIONS FOR TRENCH SAFETY SYSTEMS CONFORMING TO OSHA REQUIREMENTS. SUCH PLANS AND SPECIFICATIONS SHALL BE PREPARED BY A REGISTERED PROFESSIONAL ENGINEER EMPLOYED BY OR CONTRACTED BY THE CONTRACTOR AND SHALL BE CONSIDERED A PART OF THE CONTRACTOR'S MEANS AND METHODS OF CONSTRUCTION. THE PROJECT ARCHITECT AND PROJECT ENGINEER ASSUME NO RESPONSIBILITY FOR THE CONTRACTOR'S MEANS AND METHODS OF CONSTRUCTION. IF THIS PROJECT IS OFFERED FOR BID, THE BIDS MUST CONTAIN A SEPARATE UNIT PRICE PAY ITEM FOR TRENCH SAFETY. ON GENERAL NOTES 1. McDONALD'S ROAD SIGN AND BASE ARE BY THE SIGN CONTRACTOR. CONDUIT AND WIRING ARE BY THE GENERAL CONTRACTOR. W ce 2. BASES, ANCHOR BOLTS, CONDUIT, AND WIRING FOR ALL OTHER SIGNS ARE BY THE GENERAL CONTRACTOR. 3. LIGHTIN FIXTURES, BASES, POLES, CONDUIT, AND WIRING ARE BY THE OWNER�OPERATOR. }' m 4. BASES FOR FLAGPOLES ARE BY THE GENERAL CONTRACTOR. ANCHOR BOLTS ARE BY THE FLAGPOLE SUPPLIER. 5. PROPOSED UTILITIES ARE SHOWN IN SCHEMATIC ONLY. EXACT 04 LOCATIONS SHALL BE DETERMINED TO ALLOW FOR THE MOST , ECONOMICAL INSTALLATION. o Z 6. THE CONTRACTOR SHALL. COORDINATE WITH ALL UTILITY COMPANIES TO DETERMINE EXACT POINT OF SERVICE CONNECTION AT EXISTING fn UTILITY. REFER TO THE BUILDING ELECTRICAL AND PLUMBING Iw DRAWINGS FOR UTILITY SERVICE ENTRANCE LOCATIONS, SIZES, AND w m CIRCUITING. o 2 o 7. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE BENCHMARK a C) 3 AND MUST BE VERIFIED BY THE GENERAL CONTRACTOR AT W GROUNDBREAK. 8. FINISH WALK AND CURB ELEVATIONS SHALL BE 6" ABOVE FINISH ° cr- PAVEMENT, UNLESS OTHERWISE NOTED ON PLANS. a Q 9. ALL LANDSCAPE AREAS SHALL BE ROUGH GRADED TO 6" BELOW N TOP OF ALL WALKS AND CURBS. FINISH GRADING, LANDSCAPING, AND SPRINKLER SYSTEMS ARE BY THE OWNER /OPERATOR. w 10. LOT LIGHTING CONCRETE FOOTINGS TO CONFORM WITH THE SOILS a. REPORT RECOMMENDATIONS FOR THIS PARTICULAR SITE. 11. TEXAS DEPARTMENT OF TRANSPORTATION M TRAFFIC PAINT JWPT -SF WHITE PAINT, IS THE APPROVED o LOT STRIPING BE USED. ¢ N 12. THE GENERAL CONTRACTOR SHALL RUN A ROTO - ROOTER ° � THROUGH ALL SEWER LINES THAT CONNECT TO A CITY MAIN PRIOR TO OPENING DAY. w N PAVING SPECIFICATION CON OF HIGHWAYS, STREETS de BRIDGES. ' USE TYPE D SURFACE MIX. +"�,�� OFttTFtt�t FI (IB E Rem i �� •., ,9 8" LIMESTONE �,`: .............................. 6 LIME STABILIZED SUBGRADE (6X LIME B ' Y DRY WEIGHT) „•••, KE..CHEN•...... COMPACTED TO AT LEAST 95% MAX DRY DENSITY, TO -2% TO +2R j 79711 OF OPTIMUM MOISTURE CONTENT AS PER ASTM D -698. ERNATE I ASP HALT HNSOTR. ASPHAL ALT HI HIGHWAYS, STREETS TXD BR BRIDGES. USE TYPE STAN SURFACE MIX. = ; �� 10 1.14 FLEXIBLE RASE, 0 1 U' 6" BLACK BASE S� SI IRGRADE, 6" LIME STABILIZED SUBGRADE (6% LIME BY DRY WEIGHT COMPACTED TO AT LEAST 95% NIAX DRY DENSITY, TO -Z96 TO +276 OF OPTIMUM MOISTURE CONTENT AS PER ASTM D -698. CONCRETE ALTER 4000 PSI, 6" THICK CONCRETE (7" DUMPSTER AREA) WITH #3 REBAR AT 18' O.C.E.W. 6" LIME STABILIZED SUBGRADE (6% LIME BY DRY WEIGHT) COMPACTED TO AT LEAST 95% MAX DRY DENSITY TO -2% TO -2% OF OPTIMUM MOISTURE CONTENT AS PER ASTM D -698. ® I NOTE: to 1. McDONALD'S ENGINEER RESERVES THE RIGHT TO REQUEST A COMPACTION Q AND /OR A CORE SAMPLE. IF TESTS PROVE CORRECT, PER ABOVE ao SPECIFICATION, TESTS WILL BE AT THE EXPENSE OF McDONALD'S, N OTHERWISE G.C. WILL BE CHARGED. ® o 2. GEOTECHNICAL RECOMMENDATIONS BASED ON SOILS REPORT 102100 a BY BANDY AND ASSOCIATES, INC., DATED JUNE 14, 2002 SITE LIGHTING o ~ Z SECURITY LIGHTING SYSTEMS MODEL # ASB1000- MH -DB -MT LAMP TYPE:, WATTAGE: METAL HALIDE, 1000 WATT Z o MOUNTING HEIGHT: 30' 0 _ NOTE: ALL FIXTURES TO BE INSTALLED TILTED AT W C A 30 DEGREE ANGLE. UNLESS OTHERWISE SPECIFIED. FINAL ADJUSTMENTS TO AIMING ANGLE /DIRECTION OF FIXTURES MAY Z n BE REQUIRED TO ELIMINATE LIGHT TRESPASS OR GLARE ONTO ADJOINING PROPERTIES OR ROADWAYS. O N DEMOLITION PLAN 0 3 PARKING INFORMATION (EXISTING) rn 34 SPACES 18' -0" X 9' -0" ® 90 • �` TOTAL n SPACES 2 SPACES 18' -0" X 8' - 0" ® 90 • 4 o 3 SPACES 18' -0" X W -0" @ 60 • cn UTILITY INFORMATION (EXISTING) v W o: SIZE TYPE LOCATION o a SANITARY SEWER 4" ALONG NW PL. WATER 18" HWY. 6 STORM SEWER N/A SURFACE DRAIN o ELECTRIC OHE HWY. 6 GAS 6" HWY. 6 K. Chen Engiineeming A of KC Unified, k. � a w Consul tin Civil En insets et °t g oy 9u'>b° 310. Hmton. Tftvo 77036 ¢ w' 9 9 phones 71 Ab2.A888 Fay 713.91MO 4 O ce a LEGEND (PROPOSED) a W v 0 CL ix S SANIT SEW S _G -G GAS G v a z w WATER W : LOT LIGHT 0-0 LP:30 g -ST S TORM SEWER R ST- EXISTING ELEVATION 76.5 a E LECTRIC PROPOSED ELEVATION 77.0 E E E T DRAINAGE ARROW T T T T PLAN SCALE: 1" = 20' STREET ADDRESS 2 420 TEXAS AVENUE Of CITY STATE STATUS DATE BY COLLEGE STATION T PRELIMINARY COUNTY PLAN DRAWN B RAZ S PLAN CHECKED -T REGIONAL DWG. NO KCE JOB # 0278 - C=7 42 -0289 DRWG. TITLE: 0278DEMO.DWG Of 7 Z� I\ EXISTING SIGN TO REMAIN SET "X' IN \ ' 1� GE 6 SI EXISTING URB & CONCRETE MEDIAN TO REMAIN\ CoNC, EXISTING LOT C ASE --S TO BE R1 A LOT 3 PARKWAY PLAZA, PHASE SEVEN VOL. 479, PG, 691, ❑. R\ C- ZONING C -1. GREASEINTERCEPTOR 93X 1.33X2X 1.5X3.0 =1113.21 WATER DEMAND MONTHLY AVE- 104,000 GALLONS i • m . m SET "X' IN CONC. EXISTING F HYDRAN i BENCHMARK: CITY OF COLLEGE STATION BENCHMARK NO. 120 ELEVATION: 301.34' TBM: "X" ON TOP OF INLET AT THE SOUTHWEST CORNER OF PROPERTY. ELEVATION: 284.81' F.I.R.M. ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INSURANCE MAP NO. 480083 -0144 C, DATED JULY 2, 1992. THE SUBJECT PROPERTY LIES WITHIN ZONE "X" (UNSHADED), AREAS DETERMINED TO BE OUTSIDE THE 500 YEAR FLOOD PLAIN. SUBMITTAL DATE: 01 -10 -2003 EXISTING LOT LIGHT BASES TO BE REMOVED T y\ �, 10' 7 2' E 6' GAS LINE 4 9 \ MMYYRTL SEE NOTE # 7 \ !7 \ \ CR y R =1 O. 0' SEE NOTEP4 6NE MYgRT�LE L =41, EXISTING FLUME REMAIN EXISTI EE TO REMAIN �& BE P 'CTED DURING z NSTRUCTI N \ FND. XDOT DISK CO \ 10' PUBLI TIL TY ASEM T \ 24' RCP EXISTING TREE \ TO BE REMOVED I TELE. M. H. 6' AK y o \ PLA CROUP - R= 100:00' p I = 115. ' 6' R N F / / L=66 ° 1/" " (3 =- °48'58 "W CD = 69.25 / / EXISTI I TO REMAIN 6 ' & HE P�0 CTED DURING 6NST 2 TION s K ' e FND. 1/2" I, R. SAN, SWR. M. H. v ` TOP 285.37 NW 4' PIPE FL 282.57 Q \ "J SW 6' PIPE FL 282.17 NOTE. O ALL IMENSION ARE TO FACE OF \ 4 23 CURB UNLESS OTHERWISE NOTED. LEGEND EXISTING ® PAY PHONE -mm- McDONALD'S SIGN ® TRAFFIC CONTROL BOX ® TRAFFIC SIGNAL POLE N IRRIGATION VALVE O-* LIGHT STANDARD o GAURD POST WATER METER TELEPHONE PEDESTAL POWER POLE v GUY WIRE �- STREET SIGN GAS VALVE GAS METER C CLEAN OUT GREASE TRAP FIRE HYDRANT I. R. IRON ROD FND, FOUND J. C. O. P. R. R. P. JEFFERSON COUNTY OFFICIAL PUBLIC RECORDS REAL PROPERTY CONC. CONCRETE i • m . m SET "X' IN CONC. EXISTING F HYDRAN i BENCHMARK: CITY OF COLLEGE STATION BENCHMARK NO. 120 ELEVATION: 301.34' TBM: "X" ON TOP OF INLET AT THE SOUTHWEST CORNER OF PROPERTY. ELEVATION: 284.81' F.I.R.M. ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INSURANCE MAP NO. 480083 -0144 C, DATED JULY 2, 1992. THE SUBJECT PROPERTY LIES WITHIN ZONE "X" (UNSHADED), AREAS DETERMINED TO BE OUTSIDE THE 500 YEAR FLOOD PLAIN. SUBMITTAL DATE: 01 -10 -2003 EXISTING LOT LIGHT BASES TO BE REMOVED T y\ �, 10' 7 2' E 6' GAS LINE 4 9 \ MMYYRTL SEE NOTE # 7 \ !7 \ \ CR y R =1 O. 0' SEE NOTEP4 6NE MYgRT�LE L =41, EXISTING FLUME REMAIN EXISTI EE TO REMAIN �& BE P 'CTED DURING z NSTRUCTI N \ FND. XDOT DISK CO \ 10' PUBLI TIL TY ASEM T \ 24' RCP EXISTING TREE \ TO BE REMOVED I TELE. M. H. 6' AK y o \ PLA CROUP - R= 100:00' p I = 115. ' 6' R N F / / L=66 ° 1/" " (3 =- °48'58 "W CD = 69.25 / / EXISTI I TO REMAIN 6 ' & HE P�0 CTED DURING 6NST 2 TION s K ' e FND. 1/2" I, R. SAN, SWR. M. H. v ` TOP 285.37 NW 4' PIPE FL 282.57 Q \ "J SW 6' PIPE FL 282.17 NOTE. O ALL IMENSION ARE TO FACE OF \ 4 23 CURB UNLESS OTHERWISE NOTED. : :'TING CURB TO ING WITH CONSTRUCTION FOR NECESSARY PLAN OR GRADE CHANGES. NO EXTRA \ LET _3 COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR WORK HAVING TO BE A R K W A Y ,Pf L A Z A, FZI=I-(-1.S E SEVEN REDONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS V ❑ ! ❑ . R. B, C, IF SUCH 11 NOT E G �� Fd -�pl C 5. 00 D GROUND- OU D MECHANICAL EQUIPMENT SMALL BE SCREENED FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT -OF -WAY OR \\ RESIDENTIAL DISTRICT WITHIN 150' OF THE SUBJECT LOT MEASURED FROM A POINT FNE ��\ FEET ABOVE GRADE SUCH SCREENING BE WITH THE BUILDING ARCHITECTURE AND SCALE TO MA INTAIN SHALL A UNIFIED COORDINATED APPEARANCE. \ 1� CONC. CONSTRIJCT'1ON KEYNOTES \ �, 1Q LOT PAVING PER PAVING SPECIFICATION THIS SHEET. 0AK 4N \ Q 6" THICK CONCRETE, 4000 PSI W/3 BARS 0 18" O.C.E.W. Q3 6" CONCRETE CURB AND GUTTER ON PROP. PAVEMENT PER DETAIL SHEET C - 5. EXISTING SIGN 70 - 200' - 6" CONCRETE CURB ON 6" CONCRETE PAVEMENT PER DETAIL C -5 70' OAH W/ 3x8 READER (ALTERNATE TO BE DETERMINED BY OWNER.) BOARD TO REMAIN. R6.0' ® HANDICAP RAMP PER ADA. SPEC W/ DETECTABLE WARNING SET ' .1111 CONC, MATERIAL FULL WIDTH OF RAMP & MAX. SLOPE 1:12 PER DETAIL SHEET C -5 SO CONSTRUCT P.C.C. SIDEWALK RAMP PER DETAIL SHEET C -5. © 4" THICK 4000 PSI BROOM FINISHED CONCRETE SIDEWALK PER DETAIL SHEET C -5. 70 CONSTRUCT 7" THICK 4000 PSI CONCRETE PAD W / #3 BARS 0 18" O.C.E.W. ® MASONRY TRASH ENCLOSURE PER DETAIL SHEET C -6 Q DETECTOR LOOP PER DETAIL SHEET C -4. ® INSTALL OUTDOOR LIGHTING, REFER TO SITE UGI-MNG THIS SHEET AND SHEET C -4 FOR DETAILS. INSTALL GUARD POST PER DETAIL SHEET C -6. CONSTRUCT WHEEL STOPS PER DETAIL SHEET C -5. ® PAINTED TRAFFIC ARROWS AND LETTERING PER DETAIL SHEET C -5. ® PAINT INTERNATIONAL SYMBOL OF ACCESSIBILITY PER DETAIL SHEET C -4. ® LANDSCAPE AREA. 4" WIDE WHITE PAINTED LOT STRIPING (TYPICAL). ® T�FTRESHOL TILE R ADA.NOT USED DOORS TO HAVE 1/2" MAX. 0 PEDESTRIAN SAFETY HANDRAIL (2 "0. 3' HIGH, PAINTED YELLOW) ® 1500 GALLON GREASE TRAP PER DETAIL SHEET C - 4. (SEE C - 3 FOR LOCATION) ® CONSTRUCT DRIVEWAY PER DRIVEWAY DETAIL, SHEET C - 5 9 (NOT USED). ® SAWCUT AND CONNECT PROPOSED PAVEMENT TO EXISTING PAVEMENT. REMOVE AND DISPOSE OF EXISTING PAVEMENT AND /OR CURB. CURB NOSING PER DETAIL SHEET C -5 (NOT USED). ® PRIORITY PICKUP (PAINTED STRIPE, 6" WIDE, 10 LONG.) ® 8" WIDE PAINT STRIPE (WHITE) CURB PAINTED RED / 4" WHITE LETTERING STATING "FIRE LANE -NO PARKING- TOW AWAY ZONE" FOR FIRE LANE 8" RED STRIPE W/ 4" WHITE LETTERING STATING "FIRE LANE -NO PARKING- TOW AWAY ZONE" FOR FIRE LANE ® LL E REM VE LIGHT BASES WITH CONCRETE 93X 1.33X2X 1.5X3.0° 1113.21 WATER DEMAND MONTHLY AVE: 104.000 GALLONS NOTE ® 1. MONUMENTA71ON (BENCHMARK) AS SHOWN. 9 tia p o ��EMP s 2. THE UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY ��9��� IL PIROJECT �Q IRRIGATION VALVE INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO LIGHT STANDARD LOCATION GAURD POST QE GUARANTEE THAT THE UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES Par TELEPHONE PEDESTAL 1 POWER POLE IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE EXACT °� 4, BARTHOLLI]W -o- LOCATION OF ALL UTILITIES SHALL BE FIELD VERIFIED BY CONTRACTOR _� + � GAS VALVE BEFORE ANY ON SITE CONSTRUCTION ACTIVITY. IF ANY CONFLICTS EXIST P��� ti� �`' CUSTOMER ORDER DISPLAY BETWEEN THE DRAWINGS AND FIELD CONDITIONS, THE ENGINEER AND THE �� ° °q � s� �' ° RT1 GREASE TRAP OWNER SHALL BE NOTIFIED IMMEDIATELY. e Par a <F w 3. FIELD SURVEY COMPLETED BY CIVIL CONCEPTS INC. °a N91N coq A , R. P. JEFFERSON COUNTY OFFICIAL � q CQNC, GENERAL NOTES 3. LIGHTING FIXTURES, BASES, POLES, CONDUIT, AND WIRING ARE BY THE 1. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE p TO MAKE SURE THAT ALL REQUIRED PERMITS A14D APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CON- OWNER /OPERATOR. m TRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED ALL PLANS AND OTHER DOCUMENTS APPROVED BY ALL OF THE PERMITTING AUTHORITIES. 2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND 9 MF tNq SPECIFICATIONS AND THE REQUIREMENTS AND STANDARDS OF THE LOCAL ��q .11 <F GOVERNING AUTHORITY. THE SOILS REPORT AND RECOMMENDATIONS SET FORTH THEREIN ARE A PART OF THE REQUIRED CONSTRUCTION DOCUMENTS AND IN CASE OF CONFLICT, THE SOILS REPORT SHALL TAKE PRECEDENCE UNLESS SPECIFICALLY - VICINITY MA BOLTS ARE BY THE FLAGPOLE SUPPLIER. NOTED OTHERWISE ON THE PLANS. THE CONTRACTOR SHALL N01IFY THE 1 NTS CONSTRUCTION MANAGER OF ANY DISCREPANCY BETWEEN SOILS REPORT & PLANS. 3. THE LOCATIONS OF UNDERGROUND FACILITIES SHOWN ON THIS PLAN ARE BASED ON EXISTING DESIGN PLANS PROVIDED BY McDONALD'S AND LOCAL UTILITY COMPANY RECORDS. 5. PROPOSED UTILITIES ARE SHOWN IN SCHEMATIC ONLY. EXACT R SHALL BE THE CONTRACTOR'S FULL RESPONSIBILITY TO CONTACT THE VARIOUS UTILITY COMPANIES TO LOCATE THEIR FACILITIES PRIOR TO STARTING CONSTRUCTION NO ADDITIONAL COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR DAMAGE AND REPAIR TO THESE FACILITTES CAUSED BY HIS WORK FORCE. - 4. ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED ~ BY THE CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY CONSTRUCTION MANAGER IF ANY DISCREPANCIES EXIST PRIOR TO PROCEED- : :'TING CURB TO ING WITH CONSTRUCTION FOR NECESSARY PLAN OR GRADE CHANGES. NO EXTRA \ LET _3 COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR WORK HAVING TO BE A R K W A Y ,Pf L A Z A, FZI=I-(-1.S E SEVEN REDONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS V ❑ ! ❑ . R. B, C, IF SUCH 11 NOT E G �� Fd -�pl C 5. 00 D GROUND- OU D MECHANICAL EQUIPMENT SMALL BE SCREENED FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT -OF -WAY OR \\ RESIDENTIAL DISTRICT WITHIN 150' OF THE SUBJECT LOT MEASURED FROM A POINT FNE ��\ FEET ABOVE GRADE SUCH SCREENING BE WITH THE BUILDING ARCHITECTURE AND SCALE TO MA INTAIN SHALL A UNIFIED COORDINATED APPEARANCE. \ 1� CONC. CONSTRIJCT'1ON KEYNOTES \ �, 1Q LOT PAVING PER PAVING SPECIFICATION THIS SHEET. 0AK 4N \ Q 6" THICK CONCRETE, 4000 PSI W/3 BARS 0 18" O.C.E.W. Q3 6" CONCRETE CURB AND GUTTER ON PROP. PAVEMENT PER DETAIL SHEET C - 5. EXISTING SIGN 70 - 200' - 6" CONCRETE CURB ON 6" CONCRETE PAVEMENT PER DETAIL C -5 70' OAH W/ 3x8 READER (ALTERNATE TO BE DETERMINED BY OWNER.) BOARD TO REMAIN. R6.0' ® HANDICAP RAMP PER ADA. SPEC W/ DETECTABLE WARNING SET ' .1111 CONC, MATERIAL FULL WIDTH OF RAMP & MAX. SLOPE 1:12 PER DETAIL SHEET C -5 SO CONSTRUCT P.C.C. SIDEWALK RAMP PER DETAIL SHEET C -5. © 4" THICK 4000 PSI BROOM FINISHED CONCRETE SIDEWALK PER DETAIL SHEET C -5. 70 CONSTRUCT 7" THICK 4000 PSI CONCRETE PAD W / #3 BARS 0 18" O.C.E.W. ® MASONRY TRASH ENCLOSURE PER DETAIL SHEET C -6 Q DETECTOR LOOP PER DETAIL SHEET C -4. ® INSTALL OUTDOOR LIGHTING, REFER TO SITE UGI-MNG THIS SHEET AND SHEET C -4 FOR DETAILS. INSTALL GUARD POST PER DETAIL SHEET C -6. CONSTRUCT WHEEL STOPS PER DETAIL SHEET C -5. ® PAINTED TRAFFIC ARROWS AND LETTERING PER DETAIL SHEET C -5. ® PAINT INTERNATIONAL SYMBOL OF ACCESSIBILITY PER DETAIL SHEET C -4. ® LANDSCAPE AREA. 4" WIDE WHITE PAINTED LOT STRIPING (TYPICAL). ® T�FTRESHOL TILE R ADA.NOT USED DOORS TO HAVE 1/2" MAX. 0 PEDESTRIAN SAFETY HANDRAIL (2 "0. 3' HIGH, PAINTED YELLOW) ® 1500 GALLON GREASE TRAP PER DETAIL SHEET C - 4. (SEE C - 3 FOR LOCATION) ® CONSTRUCT DRIVEWAY PER DRIVEWAY DETAIL, SHEET C - 5 9 (NOT USED). ® SAWCUT AND CONNECT PROPOSED PAVEMENT TO EXISTING PAVEMENT. REMOVE AND DISPOSE OF EXISTING PAVEMENT AND /OR CURB. CURB NOSING PER DETAIL SHEET C -5 (NOT USED). ® PRIORITY PICKUP (PAINTED STRIPE, 6" WIDE, 10 LONG.) ® 8" WIDE PAINT STRIPE (WHITE) CURB PAINTED RED / 4" WHITE LETTERING STATING "FIRE LANE -NO PARKING- TOW AWAY ZONE" FOR FIRE LANE 8" RED STRIPE W/ 4" WHITE LETTERING STATING "FIRE LANE -NO PARKING- TOW AWAY ZONE" FOR FIRE LANE ® LL E REM VE LIGHT BASES WITH CONCRETE 93X 1.33X2X 1.5X3.0° 1113.21 WATER DEMAND MONTHLY AVE: 104.000 GALLONS r LOT 3 PARKWAY PLAZA, PHASE SEVEN C VOL, 479, ❑, P�' -�� ( ZONING C -1 0 SIGN SCHEDULE EXISTING ® PAY PHONE -- McDONALD'S SIGN ® TRAFFIC CONTROL BOX 1 TRAFFIC SIGNAL POLE N IRRIGATION VALVE 0-� LIGHT STANDARD 0 GAURD POST QE WATER METER DRIVE THRU SIGN 90 -5A TELEPHONE PEDESTAL 1 POWER POLE v GUY WIRE -o- STREET SIGN 1 GAS VALVE 4� GAS METER CUSTOMER ORDER DISPLAY CLEAN OUT 0 GREASE TRAP ® "Q I. R. FIRE HYDRANT IRON ROD FND. FOUND J. C. , R. P. JEFFERSON COUNTY OFFICIAL PUBLIC RECQRDS REAL PRQPERTY CQNC, CONCRETE r LOT 3 PARKWAY PLAZA, PHASE SEVEN C VOL, 479, ❑, P�' -�� ( ZONING C -1 0 SIGN SCHEDULE SYM. QTY. DESCRIPTION 1 EXISTING ROAD SIGN TO REMAIN ( 70-2 00, 70' OAH) QB 1 WELCOME INSERT 70 -5M © 1 THANK YOU INSERT 70 -5M QD 0 EXIT 014 QE 0 DRIVE THRU SIGN 90 -5A QF 1 HEIGHT DETECTOR /GATEWAY SIGN © 2 ORDER BOARD FP43 pH 1 PRESELL BOARD FP43 Q 2 CUSTOMER ORDER DISPLAY O 0 HANL'.,,APPED PARKING SIGN BY G.C. Q 2 HANDICAP PARKING SIGN WITH VAN ACCESSIBLE APPENDAGE BELOW BY G.C. ® 2 DRIVE -1HRU CANOPY END, 1/2\"1. R. \ S63 0 57'34 "E 21.32' �°J 15 0 ,°�� REVIE F OR I J FND. 1/2" I, R. CO i� ANC �1 JU 2 8 2004 SAN. SWR. TOP 285.37 M. H, 0• ! NW 4' PIPE FL 282.57 f� SW 6' PIPE FL 282. 17 ' LLEG� 5ON 3h� ENGINEERI NOT E: ® Gj ALL DIMENSION ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. SET 'X' IN CONC. EXISTING XISTING FIRE HYDRANT CITY OF COLLEGE STATION BENCHMARK © NO. 120 ELEVATION: 301.34' TBM: r�. "X" ON TOP OF INLET AT THE SOUTHWEST ELE%A 1 I" O N 1 CORNER OF PROPERTY. CERTIFICATE ELEVATION: 284.61' UTILITY AP LEGEND ❑ REQUIRE® F N O (SI [, ACCORDING TO THE FEDERAL EMERGENCY O +2i MAP S SEWER MAN NO. 480083-0144 C DATED JULY ❑ +3' WATER /DOMESTIC 2, 1992. THE SUBJECT PROPERTY LIES ❑ , WITHIN ZONE "X" (UNSHADED), AREAS NOS' R 6 ji WATER /IRRIGATION DETERMINED TO BE OUTSIDE THE 500 N YEAR FLOOD PLAIN. 1 ` sop IS � ° f , 'i i�T SUBMITTAL DATE: 01 -10 -2003 MAIN UNDISTURBED CAUTION! BEFORE YOU DK3 ° CALL. UNDERGROUND UTILITY 1- 800 - 245 -4545 COORDINATING COMMITTEE CITY OF COLLEGE STATION (ELECTRIC) (979) 764 -3438 VERIZON TELEPHONE (888) 483 -5600 ONCA (GAS) (979) 774 -2506 e' FND. TXDOT 5' PRIVATE ESMT. CONVEYED TO- ENSEP,CH CO. VOL, 369, PG, 137, B. C. D. P., ry A TXDOT DIS O \ \ OAK f` w�-10' CEDAR CEDAR v IIIII I� 0 • l "NAN ' � i �� y �� �'Q �• 10 oA . 1 \ a 0 Ir \ �j� I s 9 �} ^� S 4 . 0. s� O \ �JS Re a • Fri \ 6 x c� r � Q \ \ l C❑1\1C. t \ O• At 13 O • N 6 R8.0' R= 100 /00� j L= 11 / 0 48'58 11 W �CD��169.25 REVIEWED FOR COMPLIANCE JUN 2 8 2004 COLLEGE STATE( J n MYRTLE �.6 6' `�O• . R4.0' R4.0' - R2.0' 3 16 R . �--- R36.0' to 24.0' • i 6 6 (D3 X4.0' 10' PUBLIC ESMT, TO THE CITY OF COLLEGE STATION VOL, 304, PG. 70, B. C. D. R. EXISTING POWER POLE GUY WIRES & OHE TO BE REMOVED TRENCH SAFETY NOTE: IF ANY TRENCH ON THIS JOB SITE, INCLUDING OPEN EXCAVATIONS WHOSE DIMENSIONS CAUSE THEM TO BE CONSIDERED TRENCHES BY OSHA, REGARDLESS OF WHETHER FOR THE INSTALLATION OF UTILITIES, FOUNDATIONS OR ANY OTHER SITE ELEMENT, IS EQUAL TO OR GREATER THAN 5.00' IN DEPTH, THEN THE CONTRACTOR SHALL NOT PERFORM ANY TRENCHING ON THIS SITE UNTIL HE HAS FIRST OBTAINED DETAILED PLANS AND SPECIFICATIONS FOR TRENCH SAFETY SYSTEMS CONFORMING TO OSHA REQUIREMENTS. SUCH PLANS AND SPECIFICATIONS . SHALL BE PREPARED BY A REGISTERED PROFESSIONAL ENGINEER EMPLOYED BY OR CONTRACTED BY THE CONTRACTOR AND SHALL BE CONSIDERED A PART OF THE CONTRACTOR'S MEANS AND METHODS OF CONSTRUCTION. THE PROJECT ARCHITECT AND PROJECT ENGINEER ASSUME NO RESPONSIBILITY FOR THE CONTRACTOR'S MEANS AND METHODS OF CONSTRUCTION. IF THIS PROJECT IS OFFERED FOR BID, THE BIDS MUST CONTAIN A SEPARATE UNIT PRICE PAY ITEM FOR TRENCH SAFETY. 4 qw tm SAVE R EXCEPT 0.036 ACRES CONVEYED TO TEXAS DEPARTMENT OF TRANSPORTATION C. F. NO. 0734671, B. C. O. P. R. R. P. • y 2 -43 PLAY 6' GAS SEE NOT LEGAL DESCRIPTION 0.768 ACRE TRACT LOT 1, PARKWAY PLAZA, PHASE SEVEN VOLUME 479, PAGE 691, O.R.B.C.. SAVE & EXCEPT 0.036 ACRES CONVEYED TO TEXAS DEPARTMENT OF TRANSPORTATION RECORDED IN CLERK FILE NO. 0734671 BRAZOS COUNTY OFFICIAL PUBLIC RECORDS REAL PROPERTY IN THE CRAWFORD BURNETT LEAGUE, ABSTRACT NO. 7 BRAZOS COUNTY, TEXAS. R 1 0. 0' 18' WATER, LINE SEE NOTE # 6 L -FND, XDOT ' DISK \ 10' PUBLIC` TIL I E �/24' RCP TELE. M. H. ° 'y F\ GENERAL NOTES 1. McDONALD'S ROAD SIGN AND BASE ARE BY THE SIGN CONTRACTOR.I CONDUIT AND WIRING ARE BY THE GENERAL CONTRACTOR. 2. BASES, ANCHOR BOLTS, CONDUIT, AND WIRING FOR ALL OTHER W SIGNS ARE BY THE GENERAL CONTRACTOR. - 3. LIGHTING FIXTURES, BASES, POLES, CONDUIT, AND WIRING ARE BY THE OWNER /OPERATOR. m 4. BASES FOR FLAGPOLES ARE BY THE GENERAL. CONTRACTOR. ANCHOR BOLTS ARE BY THE FLAGPOLE SUPPLIER. 5. PROPOSED UTILITIES ARE SHOWN IN SCHEMATIC ONLY. EXACT LOCATIONS SHALL BE DETERMINED TO ALLOW FOR THE MOST N ECONOMICAL INSTALLATION. p 6. THE CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES Z TO DETERMINE EXACT POINT OF SERVICE CONNECTION AT EXISTING f UTILITY. REFER TO THE BUILDING ELECTRICAL AND PLUMBING w DRAWINGS FOR UTILITY SERVICE ENTRANCE LOCATIONS, SIZES, AND Z CIRCUITING. o LU LU o 7. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE BENCHMARK Ism. 0 3 AND MUST BE VERIFIED BY THE GENERAL CONTRACTOR AT a GROUNDBREAK. 8. FINISH WALK AND CURB ELEVATIONS SHALL BE 6 " FINISH ABOVE w w PAVEMENT, UNLESS OTHERWISE NOTED ON PLANS. w 9. ALL LANDSCAPE AREAS SHALL BE ROUGH GRADED TO 6" BELOW a TOP OF ALL WALKS AND CURBS. FINISH GRADING, LANDSCAPING, AND SPRINKLER SYSTEMS ARE BY THE OWNER /OPERATOR. w 10. LOT LIGHTING CONCRETE FOOTINGS TO CONFORM WITH THE SOILS °' REPORT RECOMMENDATIONS FOR THIS PARTICULAR SITE 11. TEXAS DEPARTMENT OF TRANSPORTATION TRAFFIC PAINT WPT-8F WHITE PAINT, IS THE APPROVED LOT STRIPING M BE USED. ¢ 1. 12. THE GENERAL CONTRACTOR SHALL RUN A ROTO - ROOTER ° r THROUGH ALL SEWER LINES THAT CONNECT TO A CITY MAIN > PRIOR TO OPENING DAY. Uj ,- N PAVING SPECIFICATION etitlt4tt 3 ASPHALTIC MIX PER TXDOT ITEM 340,1993 STAND. SPEC. FOR CONSTR. OF HIGHWAYS, STREETS & BRIDGES. USE TYPE D SURFACE MIX. Ff RILE BASF• ��.,,P,�E r .r. '�,••''• '•.'I.��j 8" LIMESTONE ,' *jtrt 6STABILIZED SUBGRADE ((6X LIME BY DRY WEIGH COMPACTED TO AT LEAST 95X fVIAX. DRY DENSITY. TO TO � ............................... KE CHEN +� " . "'_ "'''' -2X +2X OF OPTIMUM MOISTURE CONTENT AS PER ASTM D -698. % ­­­*­­­* j 79711 ASPHALT ALTERNATE 2" HOT ASPHALTIC MIX PER TXDOT ITEM 340,1993 STAND. SPEC. FOR CONSTR. OF HIGHWAYS, STREETS & BRIDGES. USE TYPE D SURFACE MIX. b I E Fl FYIFi EML 6" BLACK BASE �/ Z b I L 6" LIME STABIUZED SUBGRADE OX LIME BY DRY WEIGH COMPACTED TO AT LEAST 95X MAX DRY DENSITY, TO - X TO +2X OF OPTIMUM MOISTURE CONTENT AS PER ASTM D -698. CONCRETE ALTERNATE 4000 PSI, 6" THICK CONCRETE (7" DUMPSTER AREA) WITH #3 REBAR AT 18' O.C.E.W. 6" UME STABIUZED SUBGRADE (6X UME BY DRY WEIGHT) COMPACTED TO AT LEAST 95X MAX DRY DENSITY r ri TO -2X TO -2X OF OPTIMUM MOISTURE CONTENT AS PER ASTU D -698. 4 1. McDONALD'S ENGINEER RESERVES THE RIGHT TO REQUEST A COMPACTION I AND /OR A CORE SAMPLE. IF TESTS `PROVE CORRECT, PER ABOVE SPECIFICATION, TESTS WILL BE AT THE EXPENSE OF McDONALD'S, ® eq OTHERWISE G.C. WILL BE CHARGED. 2. GEOTECHNICAL RECOMMENDATIONS BASED ON SOILS REPORT 102100 ® c E ' BANDY AND ASSO WC., DATED JUNE 14, 2002 0 0 f „ • SITE LIGHTING SECURITY LIGHTING SYSTEMS MODEL ASB1000- MH -DB -MT LAMP TYPE, WATTAGE: METAL HALIDE, 1000 WATT N MOUNTING HEIGHT: 30' Z O x NOTE: ALL FIXTURES TO BE INSTALLED TILTED AT A 30 DEGREE ANGLE. UNLESS OTHERWISE SPECIFIED. W o FINAL ADJUSTMENTS TO AIMING ANGLE /DIRECTION OF FIXTURES MAY 19 BE REQUIRED TO ELIMINATE LIGHT TRESPASS OR GLARE ONTO ® ADJOINING PROPERTIES OR ROADWAYS. O cn SITE PLAN 0 o 4 3t PARKING INFORMATION (EXISTING) rn r TOTAL SPACES 34 SPACES 18' -0" X 9' -0" 0 90 • 2 SPACES 18' -0" X 8' -0" 0 90 • r7 3 SPACES 18' -0" X 9' -0" 0 60 • UTILITY INFORMATION (EXISTING) W U o W o SIZE TYPE LOCATION SANITARY SEWER 4" ALONG NW PL. �` 1 o W WATER 18" H WY. 6 STORM SEWER N/A SURFACE DRAIN ELECTRIC OHE HWY. 6 8 GAS 6" H WY. 6 K. Che 7t11. E Il7igILIl1 cerill g A MWon of KC Unf6ed. Ino. (n e�et Sues 310. Houston, Texas 77036 Consulting Civil Engineers Phone 7 Fax: 713.952.9994 � Q O v LEGEND (PROPOSED) CL CL cn SANI SEW ' GAS S S WATER S S LOT LIGHT a-CI LP: 30 � 0 (n STO SEWER -ST ST ST ST- EXISTING ELEVATION 76,5 a- I V E LECTRIC PROPOSED ELEVATION 77.0 E E E T T T DRAINAGE ARROW -- ej PLAN SCALE: 1" = 20' STREET ADDRESS 2420 TEXAS "EN V E o CITY STATE STATUS DATE BY COLLEGE STATION TEXAS PRELIMINARY COUNTY PLAN ott�wH BRAZOS PLAN CHECKED REGIONAL DWG. NO KCE JOB # 027 °01 42.0289 DRWG. 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N OUVIS 3031 0 O LE '582 901 SS 1382 x 6M H 'W 'dMS 'NdS 69 'b82 / 6S • 9 99 '176 9 31 _ oI 'r.82 a - 6I •382 x 6E 'E62 9 i !' \ \� no -+ o7� n SNOIIVO 000'i'Ol :3AV AIHINOW NOTES 1. MONUMENTATION (BENCHMARK) AS SHOWN. 2. THE UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEE THAT THE UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE EXACT LOCATION OF ALL UTILITIES SHALL BE FIELD VERIFIED BY CONTRACTOR BEFORE ANY ON SITE CONSTRUCTION ACTIVITY. IF ANY CONFLICTS EXIST BETWEEN THE DRAWINGS AND FIELD CONDITIONS, THE ENGINEER AND THE OWNER SHALL BE NOTIFIED IMMEDIATELY. 3. FIELD SURVEY COMPLETED BY CIVIL CONCEPTS INC. CONSTRUCTION NOTES 1. OVERHEAD LINES MAY EXIST ON THE PROPERTY. WE HAVE NOT ATTEMPTED TO MARK THOSE LINES SINCE THEY ARE CLEARLY VISIBLE, BUT YOU SHOULD LOCATE THEM PRIOR TO BEGINNING ANY CONSTRUC- TION. TEXAS LAW, SECTION 752, HEALTH AND SAFETY CODE, FORBIDS ALL ACTIVITIES IN WHICH PERSONS OR THINGS MAY COME WITHIN SIX (6) FEET OF LIVE OVERHEAD VOLTAGE LINES. CONTRACTORS AND OWNERS ARE LEGALLY RESPONSIBLE FOR SAFETY OF CONSTRUCTION WORKERS UNDER THIS LAW. THIS LAW CARRIES BOTH CRIMINAL AND CIVIL LIABILITY. TO ARRANGE FOR LINES TO BE TURNED OFF OR MOVED, CALL CITY OF COLLEGE STATION ELECTRIC AT (979) 764 -3438 2. LOCATION OF ONCA GAS MAIN LINES ARE SHOWN APPROXIMATELY. THE CONTRACTOR SHALL CONTACT ONCA GAS AT (979) 774 -2506 AT LEAST 48 HOURS PRIOR TO CONSTRUCTION TO HAVE MAIN AND SERVICE LINES FIELD LOCATED. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION BEFORE COMMENCING WORK AND AGREE TO BE FULLY RESPONSIBLE FOR ANY DAMAGES CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE THESE UNDERGROUND FACILITIES. 3. THE LOCATIONS OF TELEPHONE UTILITIES ARE SHOWN APPROXIMATELY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION BEFORE COMMENCING WORK. CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE THESE UNDERGROUND UTILITIES. CALL VERIZON TELEPHONE AT (888) 483 -5600 4. THE LOCATION AND ELEVATIONS OF EXISTING UTILITIES AND PAVEMENT ARE SHOWN IN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES AND PAVEMENT. AND FIELD VERIFY TOPOGRAPHIC INFORMATION BEFORE COMMENCING WORK. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ANY DAMAGES CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND MAINTAIN THESE FACILITIES. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE FOUND. 5. CONTRACTOR TO NOTIFY THE "UNDERGROUND UTILITY COORDINATING COMMITTEE" AT (800) 245 -4545 AT LEAST 48 HOURS PRIOR TO STARTING WORK IN STREET RIGHTS -OF -WAY OR EASEMENTS. 6. CONTRACTOR SHALL CONFORM TO LATEST OSHA REQUIREMENTS FOR EXCAVATIONS AND TRENCHING. 7. CONTRACTOR TO OBTAIN ALL CONSTRUCTION PERMITS REQUIRED BY THE CITY OF COLLEGE STATION AND ANY OTHER APPLICABLE REGULATORY AGENCY. 8. EXISTING PAVEMENT. STRUCTURES, AND OTHER FACILITIES DAMAGED BY THE CONTRACTOR DURING CONSTRUCTION OPERATIONS SHALL BE REPLACED AT CONTRACTOR'S EXPENSE TO APPLICABLE AGENCY STANDARDS AND /OR BETTER CONDITIONS. 9. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF COLLEGE STATION SPECIFICATIONS AND CONSTRUCTION STANDARDS AS CURRENTLY AMENDED. UTILITY CONSTRUCTION NOTES 1. WATER AND SEWER TAPS SHALL BE PER REQUIREMENTS OF THE CITY OF COLLEGE STATION. WATER TAP, METER AND SERVICE LINE TO PROPERTY LINE TO BE INSTALLED BY CONTRACTOR. 2. SANITARY SEWER BACKFILL AND BEDDING PER DETAIL SHEET C -4. 3. SPECIAL BACKFILL FOR SANITARY TRENCHES UNDER PROPOSED PAVEMENT SHALL BE 2 SACK CEMENT STABILIZED SAND TO WITHIN 1 FOOT BELOW SUBGRADE. 4. GUIDELINES SET FORTH IN THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES SHALL BE OBSERVED BY THE CONTRACTOR. 5. WATER LINES AND SANITARY SEWER LINES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF COLLEGE STATION STANDARDS, AS CURRENTLY AMENDED. 6. MINIMUM HORIZONTAL (OUT TO OUT) CLEARANCE BETWEEN SANITARY SEWER AND WATER LINES IS 9 FEET, UNLESS OTHERWISE INDICATED. 7. SANITARY SEWERS WITHIN THE PROJECT SHALL BE PRIVATELY OWNED, OPERATED, AND MAINTAINED BY OWNERS. 8. ALL SPOIL MATERIAL SHALL BE REMOVED FROM SITE UNLESS OTHERWISE DIRECTED BY OWNER OR ENGINEER. 9. ALL WATER LINES TO HAVE A MINIMUM OF 4 FEET OF COVER BELOW EXISTING NATURAL GROUND AND /OR PROPOSED PAVEMENT. 10. ALL WATERLINE SERVICE PIPE SHALL BE TYPE K COPPER. 11. II -- CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH 12. f4LL CONCRETE FOR UTILITY CONSTRUCTION SHALL HAVE A 28 DAY MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. 13. SANITARY SEWER PIPE MATERIAL IS PVC (SDR 26). ASTM D -3034. 14. ALL SDR /DR PVC PIPES ARE TO HAVE RUBBER GASKETED BELL-AND- SPIGOT TYPE JOINT ENDS, ASTM F477. ALL DR PVC PIPE USED IS TO HAVE CIP SIZE ODS. 15. CONTRACTOR SHALL CONTACT THE CITY OF COLLEGE STATION AT (979) 764 -3500 AT LEAST 48 HOURS PRIOR TO COMMENCING CONSTRUCTION. 16. A DURABLE METAL WIRE SHALL BE CONCURRENTLY INSTALLED OR OTHER MEANS PROVIDED FOR DETECTION, PURPOSES ON PVC PIPE. 17. CEMENT STABILIZED SAND FOR SANITARY SEWER BEDDING SHALL PRODUCE A MINIMUM UNCONFINED COMPRESSIVE STRENGTH OF ONE HUNDRED POUNDS PER SQUARE INCH (100 PSI) IN FORTY -EIGHT (48) HOURS WHEN COMPACTED TO NINETY -FIVE PERCENT (9596) STANDARD PROCTOR DENSITY (ASTM D 698) WITHOUT ADDITIONAL MOISTURE CONTROL, 18. DEVE0' OF J4 RIGI C NDUIT FOR RISER POLES. DEVELOPER INSTALLS FIRST 10'. CITY INSTALLS REMAINDER 19. ALL BACKFLOW DEVISES MUST BE INSTALLED AND TESTED UPON INSTALLATION AS PER CITY ORD. 2394 15 GALLON �tR DETAI LL /SHEET C -4 �F a P-... a Fs, 11 CAUTION! BEFORE YOU DIG - CALL UNDERGROUND UTILITY 1- 800 - 245 -4545 COORDINATING COMMITTEE CITY OF COLLEGE STATION (ELECTRIC) (979) 764 -3438 VERIZON TELEPHONE (888) 483 -5600 ONCA (GAS) (979) 774 -2506 POINT OF CONNECTION FOR TELEPHONE SERVICE TO EXI NG\ PEDESTAL BY VERIZON, '. TRANSFORMER dc' PAD ELECTRIC SERVICE. WORMER BY CITY OL.LEGE STATION, PAD ONTRACTOR PER CITY jWW�WSMT, CO( YE TO CONDUITSPAND D. BY CONTRACTOR PER CITY SPECIFICATIONS AND DESIGN. 2" CONDUIT FOR TELEPHONE SERVICE.(CONDUfT & TRENCH BY r O CONTRACTOR, LINE BY VERIZON) 3 1A 10 WATER LINE SANITARY NOTES: 1� KITCHEN ® RESTROOMS 1 ___� UTILITY TAP GEND { #) (SIZE) SANITARY SEWER WATER /DOMESTIC p .i WATERARRIGATION CITY OF COLLEGE STATION BENCHMARK NO. 120 ELEVATION: 301.34' TBM: "X" ON TOP OF INLET AT THE SOUTHWEST CORNER OF PROPERTY. ELEVATION: 284.81' F.I.R.M. ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INSURANCE MAP NO. 480083 -0144 C, DATED JULY 2, 1992. THE SUBJECT PROPERTY LIES WITHIN ZONE "X" (UNSHADED), AREAS DETERMINED TO BE OUTSIDE THE 500 YEAR FLOOD PLAIN. SUBMITTAL DATE: 01 -10 -2003 vC, 0 CONC. AREA � R( 6° ' N UIT \ PRO WELL SHEET e ' S63 0 57'34 "E 21.32' I OAK z 1 1:; , 0' CEDAR 2" GAS LINE 1 000, .`�► -\ o TRENCH SAFETY NOTE: IF ANY TRENCH ON THIS JOB SITE, INCLUDING OPEN EXCAVATIONS WHOSE DIMENSIONS CAUSE THEM TO BE CONSIDERED TRENCHES BY OSHA, REGARDLESS OF WHETHER FOR THE INSTALLATION OF UTILITIES, FOUNDATIONS OR ANY OTHER SITE ELEMENT, IS EQUAL TO OR GREATER THAN 5.00' IN DEPTH, THEN THE CONTRACTOR SHALL NOT PERFORM ANY TRENCHING ON THIS SITE UNTIL HE HAS FIRST OBTAINED DETAILED PLANS AND SPECIFICATIONS FOR TRENCH SAFETY SYSTEMS CONFORMING TO OSHA REQUIREMENTS. SUCH PLANS AND SPECIFICATIONS SHALL BE PREPARED BY A REGISTERED PROFESSIONAL ENGINEER EMPLOYED BY OR CONTRACTED BY THE CONTRACTOR AND SHALL BE CONSIDERED A PART OF THE CONTRACTOR'S MEANS AND METHODS OF CONSTRUCTION. THE PROJECT ARCHITECT AND PROJECT ENGINEER ASSUME NO RESPONSIBILITY FOR THE CONTRACTOR'S MEANS AND METHODS OF CONSTRUCTION. IF THIS PROJECT IS OFFERED FOR BID, THE BIDS MUST CONTAIN A SEPARATE UNIT PRICE PAY ITEM FOR TRENCH SAFETY. 0 10' PUBLIC ESMT. TO THE CITY OF COLLEGE STATION VOL. 304, PG, 70, B. C. D. R. PROP. POINT OF ��G� y� CONNECTION FOR 2" GAS SERVICE TO . 0 EXISTING 6" GAS MAIN J �j SAVE & EXCEPT 0.036 ACRES CONVEYED TO TEXAS DEPARTMENT OF TRANSPORTATION C. F, NO, 0734671, B. C. P. PROP. 1 WATER METER FOR IRRIGATION W/ CHECK A . VALVE AND BACKFLOW PREVENTOR PER CITY ORDINANCE 2394. METER BY CITY, FEES BY CONTRACTOR. 0 PROP. POINT OF �2' cR CONNECTION TO EXISTING x� TLE W ATER METER FOR BUILDING W /CHECK FLOW \\ \ jO�YRTL PREVENTOR, FEES BY L CONTRACTOR. lo° 'A /�-2 WVT 2' E 6' GAS LINE �\ MMYYRTL SEE NOTE # 7 \ v / y MYRTL \y R_ 0. X10, 18' WATER LINE / SEE NOTE # 6 .. L = 41. " P � 4 VC FL =285.00 64. A C.O. 2" GAS METER \ \ 4 4" PVC FL =285.00 '� \ 2 O I, 'I v F FAO j qC� R S O \ D J' PLAY GROUND 2 6 6" PVC -►-- � 0 'X 4 J' A s �- --- - - - - -- NOTES: 0 DEVELOPER PROVIDES 30' OF #4 RIGID CONDUIT FOR RISER POLES. DEVELOPER INSTALLS FIRST 10'. CITY INSTALLS REMAINDER. ALL BACKFLOW DEVICES MUST BE INSTALLED AND TESTED UPON INSTALLATION AS PER CITY ORDINANCE 2394. 6' I 10' PUBLIC`UTIL'T UTILITY CONTACTS: CITY OF COLLEGE STATION (WATER AND SEWER) (979) 764 -3660 CITY OF COLLEGE STATION ( ELECTRIC) 979) 764 -3438 ONCA (GAS) (979) 774 -2506 VERIZON (TELEPHONE) (888) 774 -2506 24' RCP TELE. M. H. 0 0 ti R = 100:"0v L= 116.5, d= 8'6 °1,' " �Qb =91 °48'58 "W CD i 9.25 S� 01 F CONNECTION SS SERVICE TO p. 1- NG SANITARY MH SAN, SWR, M. H. TOP 285.37 !j _ 0 (� NW 4' PIPE FL 282.57 !'A SW 6' PIPE FL 282.17 �Q COMPLIANCE JU 2 8 2004 LEGE STAsT10" ENGINEERING O J NOTE: ALL DIMENSION ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. BENCHMARK: EXISTING FIRE HYDRANT__,r MANUFACTURER'S WIRING RECOMMENDATION tj RECOMMENDED W PRIMARY BUILDING TO CONDUIT AMP LOAD AMP LOAD 20 Wn�?F TOP OF SIGN ME AT 2 AT 240V 90 -200 8 100' 1" 35.20 60 AMPS/ SIGN WITH 6 175' 1-1/4 24OV /DbI >_ ARCHES & DT OUTLET 4 275' 1-1/4- POLE m 3 350' 1-1/4 2 450' 1-1/4 1 550' 1 -1/2" N t7 90 -100 8 250' 1" 15.00 40 AMPS/ SIGN WITH 6 400' 1-1/4 24OV /DbI O O ARCHES & 4 650' 1 -1/4" POLE Z Z DT OUTLET 3 825' 1-1/4- 1 1 2 1025' 1-1/4 to w w 1 1 1 1 300' 1-1/2 Z m m CLASSIC 8 350' 1" 11.00 40 AMPS/ Z M 2 ROAD 6 550 1 -1/4" 24OV /Dbi m 0 V SIGN 4 875' 1 -1 /4" POLE a, v 3 3 3 1125' 1 -1/4" V W W 70 -200 6 300' 1" 46.45 60 AMPS/ L S W W EXP CABINET 4 450' 1 -1/4" 24OV /DbI a WITH DT 2 600' POLE w 1 750' N01F_ A SEPARATE 0- Q Q CONrACr SW CH h- t- SHOULD BE USED cn cn FOR MANUALLY O N/OFF. UNNIN THE M w w d o- 70-200 8 175' 1 " 24.45 40 AMPS / WITH DT 6 300' i 240V /Dbl APPENDAGE 4 450' 1 -1 /4" POLE 2 600' 1-1/4 , c 70 -150 8 175' I 15.40 40 AMPS/ 0 WITH DT 6 300' 1" 24OV /Dbl APPENDAGE 4 450' 1 -1 /4" POLE LO to 2 600' 1-1/4 W N M 70 -100 W 8 264' in 12.20 20 AMPS / APPENDAGE 6 300' t" 24OV /Dbi #4 450' t -1 /4" POLE 70 -80 8 264' in 12.00 20 AMPS/ WITH DT APPENDAGE 6 300' in „ POLE /DbI �1t #4 450 1 -1/4 . ,�� 70 -50 8 295' 1 " 8.65 20 AMPS/ + WITH DT 6 300' 1" 24OV /DbI , KE CHEN, " POLE ...:..... .... #4 45 t 1/4 79711 70 -40 #8 420' 1" 12.15 20 AMPS t =Z b WITH DT POLE S �Z' 770- DT # 420' 1" 10.80 20 AMPS/ WITH b O 120V 120V/SINGLE P APPENDAGE NO DIRECTIONAL SIGN * DISTANCES SHOULD BE MEASURED FROM THE BREAKER IN THE BUILDING TO TO THE TOP OF THE SIGN, DRIVE -THRU APPENDAGE. AND TWO 70 -5A U DIRECTIONAL SIGNS. O to I ANY ADDITIONAL EQUIPMENT ADDED TO THE ROAD SIGN CURRENT WILL ALTER RECOMMENDATIONS. N ALLOWABLE VOLTAGE DROP OF 596 CALCULATED. 0 00 w to n SITE LIGHTING O SECURITY LIGHTING SYSTEMS MODEL # ASB1000- MH -DB -MT O F LAMP TYPE, WATTAGE: METAL HALIDE, 1000 WATT Z o MOUNTING HEIGHT 30' p z NOTE: ALL FIXTURES TO BE INSTALLED TILTED AT CD A 30 DEGREE ANGLE. UNLESS OTHERWISE SPECIFIED. w M FINAL ADJUSTMENTS TO AIMING ANGLE /DIRECTION OF FIXTURES MAY BE REQUIRED TO ELIMINATE LIGHT TRESPASS OR GLARE ONTO ADJOINING PROPERTIES OR ROADWAYS. O p cn N UTILITY FLAN 0 3 Q = O PARKING INFORMATION (EXISTING) TOTAL 34 SPACES 18' -0" X 9' -0" O 90 • SPACES 2 SPACES 18' -0" X 8' -0" O 90 • 39 M 3 SPACES 18' -0" X 9' -0" O 60 cn UTILITY INFORMATION (EXISTING) v w SIZE TYPE LOCATION o SANITARY SEWER 4" ALONG NW PL. OR WATER 18" HWY. 6 STORM SEWER N/A SURFACE DRAIN o ELECTRIC OHE HWY. 6 GAS 6" HWY. 6 K. Chen JLengincerin A M*bn of KC UnfN4 Im W Consulting Civil Engineers aTa� g oy S�,>bs 310, Hou.Won, Tme 7/036 ¢ �' 9 9 Phones 713115LSM Fmc 713.952.0904 O w Q LEGEND (PROPOSED) a v z SANI SEW CL a S S S S GAS Z z WATER LOT LIGHT °'� LP:30 Mn STO S EWER EXISTING ELEVATION 76.5 O ' p -ST ST ST ST- U ELECTRIC PROPOSED ELEVA11ON 77.0 E--E -E -E T T I ELEPH ONT T DRAINAGE ARROW -�- PLAN SCALE: 1" = 20' STREET ADDRESS 2420 TEXAS AVENUE I N §1 1 o CITY STATE STATUS DATE BY COL LEGE STATION TEXAS PRELIMINARY COUNTY PLAN DRAWN B RAZ S PLAN CHECKED REGIONAL DWG. NO KCE JOB # 0278 -01 C= 42-0289 DRWG. TITLE: 02781) P. DWG of 7 LEGEND EXISTING © PAY PHONE -m*- McDONALD' S SIGN Q TRAFFIC CONTROL BOX ® TRAFFIC SIGNAL POLE N IRRIGATION VALVE O -� LIGHT STANDARD o GAURD POST WATER METER TELEPHONE PEDESTAL POWER POLE v GUY WIRE STREET SIGN GAS VALVE GAS METER C CLEAN OUT GREASE TRAP FIRE HYDRANT I. R. IRON ROD FND. FOUND J. C. 0. P. R. R. P. JEFFERSON COUNTY OFFICIAL PUBLIC RECORDS REAL PROPERTY CONC, CONCRETE 15 GALLON �tR DETAI LL /SHEET C -4 �F a P-... a Fs, 11 CAUTION! BEFORE YOU DIG - CALL UNDERGROUND UTILITY 1- 800 - 245 -4545 COORDINATING COMMITTEE CITY OF COLLEGE STATION (ELECTRIC) (979) 764 -3438 VERIZON TELEPHONE (888) 483 -5600 ONCA (GAS) (979) 774 -2506 POINT OF CONNECTION FOR TELEPHONE SERVICE TO EXI NG\ PEDESTAL BY VERIZON, '. TRANSFORMER dc' PAD ELECTRIC SERVICE. WORMER BY CITY OL.LEGE STATION, PAD ONTRACTOR PER CITY jWW�WSMT, CO( YE TO CONDUITSPAND D. BY CONTRACTOR PER CITY SPECIFICATIONS AND DESIGN. 2" CONDUIT FOR TELEPHONE SERVICE.(CONDUfT & TRENCH BY r O CONTRACTOR, LINE BY VERIZON) 3 1A 10 WATER LINE SANITARY NOTES: 1� KITCHEN ® RESTROOMS 1 ___� UTILITY TAP GEND { #) (SIZE) SANITARY SEWER WATER /DOMESTIC p .i WATERARRIGATION CITY OF COLLEGE STATION BENCHMARK NO. 120 ELEVATION: 301.34' TBM: "X" ON TOP OF INLET AT THE SOUTHWEST CORNER OF PROPERTY. ELEVATION: 284.81' F.I.R.M. ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INSURANCE MAP NO. 480083 -0144 C, DATED JULY 2, 1992. THE SUBJECT PROPERTY LIES WITHIN ZONE "X" (UNSHADED), AREAS DETERMINED TO BE OUTSIDE THE 500 YEAR FLOOD PLAIN. SUBMITTAL DATE: 01 -10 -2003 vC, 0 CONC. AREA � R( 6° ' N UIT \ PRO WELL SHEET e ' S63 0 57'34 "E 21.32' I OAK z 1 1:; , 0' CEDAR 2" GAS LINE 1 000, .`�► -\ o TRENCH SAFETY NOTE: IF ANY TRENCH ON THIS JOB SITE, INCLUDING OPEN EXCAVATIONS WHOSE DIMENSIONS CAUSE THEM TO BE CONSIDERED TRENCHES BY OSHA, REGARDLESS OF WHETHER FOR THE INSTALLATION OF UTILITIES, FOUNDATIONS OR ANY OTHER SITE ELEMENT, IS EQUAL TO OR GREATER THAN 5.00' IN DEPTH, THEN THE CONTRACTOR SHALL NOT PERFORM ANY TRENCHING ON THIS SITE UNTIL HE HAS FIRST OBTAINED DETAILED PLANS AND SPECIFICATIONS FOR TRENCH SAFETY SYSTEMS CONFORMING TO OSHA REQUIREMENTS. SUCH PLANS AND SPECIFICATIONS SHALL BE PREPARED BY A REGISTERED PROFESSIONAL ENGINEER EMPLOYED BY OR CONTRACTED BY THE CONTRACTOR AND SHALL BE CONSIDERED A PART OF THE CONTRACTOR'S MEANS AND METHODS OF CONSTRUCTION. THE PROJECT ARCHITECT AND PROJECT ENGINEER ASSUME NO RESPONSIBILITY FOR THE CONTRACTOR'S MEANS AND METHODS OF CONSTRUCTION. IF THIS PROJECT IS OFFERED FOR BID, THE BIDS MUST CONTAIN A SEPARATE UNIT PRICE PAY ITEM FOR TRENCH SAFETY. 0 10' PUBLIC ESMT. TO THE CITY OF COLLEGE STATION VOL. 304, PG, 70, B. C. D. R. PROP. POINT OF ��G� y� CONNECTION FOR 2" GAS SERVICE TO . 0 EXISTING 6" GAS MAIN J �j SAVE & EXCEPT 0.036 ACRES CONVEYED TO TEXAS DEPARTMENT OF TRANSPORTATION C. F, NO, 0734671, B. C. P. PROP. 1 WATER METER FOR IRRIGATION W/ CHECK A . VALVE AND BACKFLOW PREVENTOR PER CITY ORDINANCE 2394. METER BY CITY, FEES BY CONTRACTOR. 0 PROP. POINT OF �2' cR CONNECTION TO EXISTING x� TLE W ATER METER FOR BUILDING W /CHECK FLOW \\ \ jO�YRTL PREVENTOR, FEES BY L CONTRACTOR. lo° 'A /�-2 WVT 2' E 6' GAS LINE �\ MMYYRTL SEE NOTE # 7 \ v / y MYRTL \y R_ 0. X10, 18' WATER LINE / SEE NOTE # 6 .. L = 41. " P � 4 VC FL =285.00 64. A C.O. 2" GAS METER \ \ 4 4" PVC FL =285.00 '� \ 2 O I, 'I v F FAO j qC� R S O \ D J' PLAY GROUND 2 6 6" PVC -►-- � 0 'X 4 J' A s �- --- - - - - -- NOTES: 0 DEVELOPER PROVIDES 30' OF #4 RIGID CONDUIT FOR RISER POLES. DEVELOPER INSTALLS FIRST 10'. CITY INSTALLS REMAINDER. ALL BACKFLOW DEVICES MUST BE INSTALLED AND TESTED UPON INSTALLATION AS PER CITY ORDINANCE 2394. 6' I 10' PUBLIC`UTIL'T UTILITY CONTACTS: CITY OF COLLEGE STATION (WATER AND SEWER) (979) 764 -3660 CITY OF COLLEGE STATION ( ELECTRIC) 979) 764 -3438 ONCA (GAS) (979) 774 -2506 VERIZON (TELEPHONE) (888) 774 -2506 24' RCP TELE. M. H. 0 0 ti R = 100:"0v L= 116.5, d= 8'6 °1,' " �Qb =91 °48'58 "W CD i 9.25 S� 01 F CONNECTION SS SERVICE TO p. 1- NG SANITARY MH SAN, SWR, M. H. TOP 285.37 !j _ 0 (� NW 4' PIPE FL 282.57 !'A SW 6' PIPE FL 282.17 �Q COMPLIANCE JU 2 8 2004 LEGE STAsT10" ENGINEERING O J NOTE: ALL DIMENSION ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. BENCHMARK: EXISTING FIRE HYDRANT__,r MANUFACTURER'S WIRING RECOMMENDATION tj RECOMMENDED W PRIMARY BUILDING TO CONDUIT AMP LOAD AMP LOAD 20 Wn�?F TOP OF SIGN ME AT 2 AT 240V 90 -200 8 100' 1" 35.20 60 AMPS/ SIGN WITH 6 175' 1-1/4 24OV /DbI >_ ARCHES & DT OUTLET 4 275' 1-1/4- POLE m 3 350' 1-1/4 2 450' 1-1/4 1 550' 1 -1/2" N t7 90 -100 8 250' 1" 15.00 40 AMPS/ SIGN WITH 6 400' 1-1/4 24OV /DbI O O ARCHES & 4 650' 1 -1/4" POLE Z Z DT OUTLET 3 825' 1-1/4- 1 1 2 1025' 1-1/4 to w w 1 1 1 1 300' 1-1/2 Z m m CLASSIC 8 350' 1" 11.00 40 AMPS/ Z M 2 ROAD 6 550 1 -1/4" 24OV /Dbi m 0 V SIGN 4 875' 1 -1 /4" POLE a, v 3 3 3 1125' 1 -1/4" V W W 70 -200 6 300' 1" 46.45 60 AMPS/ L S W W EXP CABINET 4 450' 1 -1/4" 24OV /DbI a WITH DT 2 600' POLE w 1 750' N01F_ A SEPARATE 0- Q Q CONrACr SW CH h- t- SHOULD BE USED cn cn FOR MANUALLY O N/OFF. UNNIN THE M w w d o- 70-200 8 175' 1 " 24.45 40 AMPS / WITH DT 6 300' i 240V /Dbl APPENDAGE 4 450' 1 -1 /4" POLE 2 600' 1-1/4 , c 70 -150 8 175' I 15.40 40 AMPS/ 0 WITH DT 6 300' 1" 24OV /Dbl APPENDAGE 4 450' 1 -1 /4" POLE LO to 2 600' 1-1/4 W N M 70 -100 W 8 264' in 12.20 20 AMPS / APPENDAGE 6 300' t" 24OV /Dbi #4 450' t -1 /4" POLE 70 -80 8 264' in 12.00 20 AMPS/ WITH DT APPENDAGE 6 300' in „ POLE /DbI �1t #4 450 1 -1/4 . ,�� 70 -50 8 295' 1 " 8.65 20 AMPS/ + WITH DT 6 300' 1" 24OV /DbI , KE CHEN, " POLE ...:..... .... #4 45 t 1/4 79711 70 -40 #8 420' 1" 12.15 20 AMPS t =Z b WITH DT POLE S �Z' 770- DT # 420' 1" 10.80 20 AMPS/ WITH b O 120V 120V/SINGLE P APPENDAGE NO DIRECTIONAL SIGN * DISTANCES SHOULD BE MEASURED FROM THE BREAKER IN THE BUILDING TO TO THE TOP OF THE SIGN, DRIVE -THRU APPENDAGE. AND TWO 70 -5A U DIRECTIONAL SIGNS. O to I ANY ADDITIONAL EQUIPMENT ADDED TO THE ROAD SIGN CURRENT WILL ALTER RECOMMENDATIONS. N ALLOWABLE VOLTAGE DROP OF 596 CALCULATED. 0 00 w to n SITE LIGHTING O SECURITY LIGHTING SYSTEMS MODEL # ASB1000- MH -DB -MT O F LAMP TYPE, WATTAGE: METAL HALIDE, 1000 WATT Z o MOUNTING HEIGHT 30' p z NOTE: ALL FIXTURES TO BE INSTALLED TILTED AT CD A 30 DEGREE ANGLE. UNLESS OTHERWISE SPECIFIED. w M FINAL ADJUSTMENTS TO AIMING ANGLE /DIRECTION OF FIXTURES MAY BE REQUIRED TO ELIMINATE LIGHT TRESPASS OR GLARE ONTO ADJOINING PROPERTIES OR ROADWAYS. O p cn N UTILITY FLAN 0 3 Q = O PARKING INFORMATION (EXISTING) TOTAL 34 SPACES 18' -0" X 9' -0" O 90 • SPACES 2 SPACES 18' -0" X 8' -0" O 90 • 39 M 3 SPACES 18' -0" X 9' -0" O 60 cn UTILITY INFORMATION (EXISTING) v w SIZE TYPE LOCATION o SANITARY SEWER 4" ALONG NW PL. OR WATER 18" HWY. 6 STORM SEWER N/A SURFACE DRAIN o ELECTRIC OHE HWY. 6 GAS 6" HWY. 6 K. Chen JLengincerin A M*bn of KC UnfN4 Im W Consulting Civil Engineers aTa� g oy S�,>bs 310, Hou.Won, Tme 7/036 ¢ �' 9 9 Phones 713115LSM Fmc 713.952.0904 O w Q LEGEND (PROPOSED) a v z SANI SEW CL a S S S S GAS Z z WATER LOT LIGHT °'� LP:30 Mn STO S EWER EXISTING ELEVATION 76.5 O ' p -ST ST ST ST- U ELECTRIC PROPOSED ELEVA11ON 77.0 E--E -E -E T T I ELEPH ONT T DRAINAGE ARROW -�- PLAN SCALE: 1" = 20' STREET ADDRESS 2420 TEXAS AVENUE I N §1 1 o CITY STATE STATUS DATE BY COL LEGE STATION TEXAS PRELIMINARY COUNTY PLAN DRAWN B RAZ S PLAN CHECKED REGIONAL DWG. NO KCE JOB # 0278 -01 C= 42-0289 DRWG. TITLE: 02781) P. DWG of 7 GREASE TRAP CALCULATION TOTAL NUMBER MEAL WASTE FLOW RETENTION STORAGE _ APPROX. INTERCEPTOR SIZE OF SEATS X FACTOR X RATE (GAL /MEAL) X TIME (HRS) FACTOR - (LIQUID CAPACITY) 93 X 1.33 X 2 X 1.5 X 3.0 = 11 13.21 GALLONS (USE 1500) SECTION W•■ G.T. SIZE DIM. "A" DIM. "B" 1000 GALLON 8' -4" 6' -0" 1500 GALLON 9' -6" 7' -5" GREASE TRAP DEVIL. 19 N.T.S. INLET SEWER INLET DROP GROUT 2 1/4 " 15" T &G RCP DUCTILE IRON FRAME & LID MANUFACTURED BY PROP SEWER NEENAH FOUNDRY CO. CAT. #R6017 OR EQUAL. "k 19 1� GRADE -. 15" INLET SEWE 15" CUT OF PIPE 2" SEWER i TO SPRING LINE i MORTAR FILL :s ,.R • CONCRETE BASE { `'�;� • ;�,� 15" T &G RCP 8 ., 8 1 1/4 MIN. I/4 " 0 STEEL 30 f1 1/4 " I 'j I 8 O/C EACH WAY MIN. FRONT SIDE VIEW WITH RESERVED SECTION VIEW RING & COVER FOR THE DISABLED SAMPLE WELL DEVIL VAN ACCESSI@LE N.T.S. mot• 2x2 STEEL POST 0 FIN. GRADE 0 PARKING? in GALV. STEEL SLEEVE W/ CAP 0 BOTTOM HANDICAP SIGN DETA NTS REMOVE VAN ACCESSIBILITY APPENDAGE FOR NON -VAN ACCESSIBILITY PARKS. NOTE: ALL ANCHOR 14.65" x 5.3" BOLTS SHALL BE OPEN ARE FOR CONDUIT GALVANIZED. ALL EXPOSED CONCRETE BASE PLATE SHALL HAVE CHAMFERED EDGES. (ATTACH O PEDES AL TO 10 ) BASE PLATE) 3 4" HOLES FOR 1/2" ANCHOR BOLTS (5) ATTACH BASE PLATE TO SLAB 12 - ANCHO BOLTS BOLTS W/ FULL TREAD (5) i T-, NOTE: GENERAL CONTRACTOR TO CONFIRM ANCHOR BOLT PATTERN WITH EQUIPMENT SUPPLIER PRIOR TO POURING FOUNDATION. NOTE: GENERAL CONTRACTOR TO CONFIRM ANCHOR BOLT PATTERN WITH EQUIPMENT SUPPLIER PRIOR TO POURING FOUNDATION. 3/4 " STL. BASE PLATE 1/4 " STL. LEVELING PL. NOTE: ALL ANCHOR BOLTS SHALL BE GALVANIZED. ALL EXPOSED CONCRETE SHALL HAVE CHAMFERED EDGES. 1" STL. BASE PLATE E INTERCEPTOR BOL?i '33X2X1.5X3.0= 1113.21 CIRCLE w �E-Mi�[ LIGHTING POLE " AVE: 104,000 GALLONS 0 2" HAND HOLE WITH COVER cr v (4) 3 /4nx 36" ANCHOR BOLTS PLUS 3" • 1 :i HOOK 4 MIN. BOLT PROJECTION 1n I' TOP OF PAVEMENT 2' -6" HIGH RIGID FIBER FORM (SONOTUBE) FORM FILLED WITH �I -III= CONCRETE z � I I I ( '. • . ! I - (4) #5 BARS W/ #3 TIES 0 12" A 7 LOCATE ALTERNATE LOCATIONS FROM ANCHOR BOLTS �. � -III :�... ,:.• 1 "' I- I - �I 3/4 " HEAVY WALL CONDUIT EXTEND - I fi °°• I �1 TO BUILDING ELECT. SERVICE 19 , Ell •. I I 1. LIGHT POLES, BASE PLATE AND _i I- I I ANCHOR BOLTS SUPPLIED AND INSTALLED BY G.C. " LIGHT STD. DEVIL t N.T.S. k NO REBAF 2' OF LO( u� z c? a 0m w o� N ro Q� N CONCRETE CURBS TYPE VISUAL OPENINGS P.V.C. SENSOR NO REBAR Illtlll► �1�1 Illltil f MENU WIDTH LENGTH WIDTH j ­4i � ' O.L. 1 Ora & 318 T 24" CLEAR OF T ' INLET SEWER INLET DROP GROUT 2 1/4 " 15" T &G RCP DUCTILE IRON FRAME & LID MANUFACTURED BY PROP SEWER NEENAH FOUNDRY CO. CAT. #R6017 OR EQUAL. "k 19 1� GRADE -. 15" INLET SEWE 15" CUT OF PIPE 2" SEWER i TO SPRING LINE i MORTAR FILL :s ,.R • CONCRETE BASE { `'�;� • ;�,� 15" T &G RCP 8 ., 8 1 1/4 MIN. I/4 " 0 STEEL 30 f1 1/4 " I 'j I 8 O/C EACH WAY MIN. FRONT SIDE VIEW WITH RESERVED SECTION VIEW RING & COVER FOR THE DISABLED SAMPLE WELL DEVIL VAN ACCESSI@LE N.T.S. mot• 2x2 STEEL POST 0 FIN. GRADE 0 PARKING? in GALV. STEEL SLEEVE W/ CAP 0 BOTTOM HANDICAP SIGN DETA NTS REMOVE VAN ACCESSIBILITY APPENDAGE FOR NON -VAN ACCESSIBILITY PARKS. NOTE: ALL ANCHOR 14.65" x 5.3" BOLTS SHALL BE OPEN ARE FOR CONDUIT GALVANIZED. ALL EXPOSED CONCRETE BASE PLATE SHALL HAVE CHAMFERED EDGES. (ATTACH O PEDES AL TO 10 ) BASE PLATE) 3 4" HOLES FOR 1/2" ANCHOR BOLTS (5) ATTACH BASE PLATE TO SLAB 12 - ANCHO BOLTS BOLTS W/ FULL TREAD (5) i T-, NOTE: GENERAL CONTRACTOR TO CONFIRM ANCHOR BOLT PATTERN WITH EQUIPMENT SUPPLIER PRIOR TO POURING FOUNDATION. NOTE: GENERAL CONTRACTOR TO CONFIRM ANCHOR BOLT PATTERN WITH EQUIPMENT SUPPLIER PRIOR TO POURING FOUNDATION. 3/4 " STL. BASE PLATE 1/4 " STL. LEVELING PL. NOTE: ALL ANCHOR BOLTS SHALL BE GALVANIZED. ALL EXPOSED CONCRETE SHALL HAVE CHAMFERED EDGES. 1" STL. BASE PLATE E INTERCEPTOR BOL?i '33X2X1.5X3.0= 1113.21 CIRCLE w �E-Mi�[ LIGHTING POLE " AVE: 104,000 GALLONS 0 2" HAND HOLE WITH COVER cr v (4) 3 /4nx 36" ANCHOR BOLTS PLUS 3" • 1 :i HOOK 4 MIN. BOLT PROJECTION 1n I' TOP OF PAVEMENT 2' -6" HIGH RIGID FIBER FORM (SONOTUBE) FORM FILLED WITH �I -III= CONCRETE z � I I I ( '. • . ! I - (4) #5 BARS W/ #3 TIES 0 12" A 7 LOCATE ALTERNATE LOCATIONS FROM ANCHOR BOLTS �. � -III :�... ,:.• 1 "' I- I - �I 3/4 " HEAVY WALL CONDUIT EXTEND - I fi °°• I �1 TO BUILDING ELECT. SERVICE 19 , Ell •. I I 1. LIGHT POLES, BASE PLATE AND _i I- I I ANCHOR BOLTS SUPPLIED AND INSTALLED BY G.C. " LIGHT STD. DEVIL t N.T.S. k NO REBAF 2' OF LO( u� z c? a 0m w o� N ro Q� N CONCRETE CURBS TYPE VISUAL OPENINGS P.V.C. SENSOR NO REBAR Illtlll► �1�1 Illltil f MENU WIDTH LENGTH WIDTH WITHIN 24" OF SENSOR) O.L. 1 1 & 318 T 24" CLEAR OF T ' '. • I.' SENSOR LOOP. 55.89 �,••• 14 20.0 20.288 P.V.C. SLEEVE THRU 20.89 21.39 CONC. CURB. 3/4 " P.V.C. 5 20.0 CONDUIT TO PROJECT l} : 10" INTO CONC. PAD I '4 I a STUB UP 4 TO 2"X 4 " 14.228 20.625 J -BOX BY G.C. 15.39 E 3'HIGH PIPE BOLLARD, 6" 20.0 i Vie.;• DIA. &12 OFF CURB FACE z 41.89 42.39 F 31 20.0 to CUSTOMER ORDER DISPLAY 1 �,, 4 " ®. 1" CONDUIT FOR COM a : '1 MUNICATIONS TO DRIVE .• I . : •. ° THRU BOOTH COUNTER ° (- STUB UP 4" TO J -BOX BY G.C. MENU BOARD A. is 1/2 " CONDUIT FOR PWR TO ELECT. PANEL. STUB UP TO J -BOX BY G.C. w J a U J a_ a_ NOTE: CONTACT MANUFACTURER FOR J ACTUAL BOLT PATTERN a 0 MENU BD & SENSOR LOOP �9 N.T.S. {N t4) BA 3 TIES 1 " O.C. D, v !" DIRECTIONAL SIGN BARS 14" DIA. MENU BOARD BARS 12" DIA. .._- DIRECTIONAL SIGN FDN. 18" DIA. MENU BOARD FND. 90 -45 TRI -VIEW ORDER BOA_ RD 4.5 AMPS 43 SQ. FT. ' -2 1 INT. SYMBOL OF ACCESSIBILITY 14 NTS - BLUE HIGHWAY PAINT BACKGROUND - 2 COATS (TYPICAL) - INTERNATIONAL SYMBOL OF ACCESSIBILITY APPLIED TO THE CENTER OF EACH REQUIRED HANDICAP SPACE WITH BLUE PAINT BACKGROUND AND WHITE PAINT FOR SYMBOL AND PERIMETER EDGE - 3" WIDE STRIPING - 2 COATS (TYPICAL) N c� ON N kD i 2' -2 7/8' P.O.P SIZE aAa I I SIDE VIEW FRONT VIEW 90 -10 TRI -VIEW PRE -SELL BOARD 2.9 AMPS 11.7 SQ. FT. i NOTES: "A" - CEMENT STABILIZED SAND PLACED BEFORE PIPE IS LAID UP TO FLOW LINE OF PIPE OR ABOVE - MINIMUM DEPTH 5 ". "B" - CEMENT STABILIZED SAND, THOROUGHLY RODDED, PLACED AFTER PIPE IS LAID. "C" - SELECT COMPACTED MATERIAL TO 1 FOOT BELOW PAVEMENT (SEE GEOTECHNICAL INVESTIGATION) SANITARY SEWER BEDDING DEVIL N.T.S. A 2 -� 6" - ro TOP VIEW SPECIFICATIONS: CONCRETE: CLASS 1 CONCRETE WITH DESIGN STRENGTH OF 4500 PSI AT 28 DAYS. REINFORCEMENT: GRADE 60 REINFORCED. NO 4 STEEL REBAR TO CONFORM TO ASTM A615 ON REQUIRED CENTERS OR EQUAL. MANHOLE COVERS: MANHOLE FRAMES AND COVERS SHALL BE MANUFACTURED OF GREY CAST IRON CONFORMING TO ASTM A48 -76 CLASS 35. MANHOLE SHALL HAVE 24" INSIDE DIAMETER AND BE TRAFFIC DUTY. ENGINEERING DATA: GREASE TRAP IS STRUCTURALLY AND HYDRAULICALLY ENGINEERED AND CONFORMS TO UNIFORM PLUMBING CODE. LIQUID CAPACITY IS 1,024 GALLONS AND GREASE RETENTION IS APPROXIMATELY 2,600 POUNDS. RECOMMENDED FOR FLOW RATES UP TO 28 GALLONS PER MINUTE. FIELD EXCAVATION AND PREPARATION SHALL BE COMPLETED PRIOR TO DELIVERY OF GREAS TRAP. USE DIMENSIONAL DATA AS SHOWN. 8' -2 29/32' FRONT VIEW SIDE VIEW NOTE: GENERAL CONTRACTOR TO CONFIRM ANCHOR BOLT PATTERN WITH EQUIPMENT SUPPLIER PRIOR TO POURING FOUNDATION. " DIRECTIONAL SIGNS 8" MENU BOARD E FINISH GRADE (4) #5 BARS VERT. W/� 3 TIES 0 12 NOTE: ALL CONDUITS TO BE MIN. 12" BELOW GRADE OR LOCAL FROST DEPTH AND PROJECT 3" ABOVE FOUNDATION. GOD PEDESTAL FDN. N.T.S. ' -2 4' -6' POP TYPE VISUAL OPENINGS TRIM SIZE Illtlll► �1�1 Illltil f MENU WIDTH LENGTH WIDTH SCORED OVERALL SPECIFICATIONS: CONCRETE: CLASS 1 CONCRETE WITH DESIGN STRENGTH OF 4500 PSI AT 28 DAYS. REINFORCEMENT: GRADE 60 REINFORCED. NO 4 STEEL REBAR TO CONFORM TO ASTM A615 ON REQUIRED CENTERS OR EQUAL. MANHOLE COVERS: MANHOLE FRAMES AND COVERS SHALL BE MANUFACTURED OF GREY CAST IRON CONFORMING TO ASTM A48 -76 CLASS 35. MANHOLE SHALL HAVE 24" INSIDE DIAMETER AND BE TRAFFIC DUTY. ENGINEERING DATA: GREASE TRAP IS STRUCTURALLY AND HYDRAULICALLY ENGINEERED AND CONFORMS TO UNIFORM PLUMBING CODE. LIQUID CAPACITY IS 1,024 GALLONS AND GREASE RETENTION IS APPROXIMATELY 2,600 POUNDS. RECOMMENDED FOR FLOW RATES UP TO 28 GALLONS PER MINUTE. FIELD EXCAVATION AND PREPARATION SHALL BE COMPLETED PRIOR TO DELIVERY OF GREAS TRAP. USE DIMENSIONAL DATA AS SHOWN. 8' -2 29/32' FRONT VIEW SIDE VIEW NOTE: GENERAL CONTRACTOR TO CONFIRM ANCHOR BOLT PATTERN WITH EQUIPMENT SUPPLIER PRIOR TO POURING FOUNDATION. " DIRECTIONAL SIGNS 8" MENU BOARD E FINISH GRADE (4) #5 BARS VERT. W/� 3 TIES 0 12 NOTE: ALL CONDUITS TO BE MIN. 12" BELOW GRADE OR LOCAL FROST DEPTH AND PROJECT 3" ABOVE FOUNDATION. GOD PEDESTAL FDN. N.T.S. ' -2 4' -6' POP TYPE VISUAL OPENINGS TRIM SIZE POP f MENU WIDTH LENGTH WIDTH SCORED OVERALL A 37 20.0 54.728 20.625 55.39 55.89 B 14 20.0 20.288 20.625 20.89 21.39 C 5 20.0 6.728 20.625 7.39 7.89 D 10 20.0 14.228 20.625 14.89 15.39 E 28 20.0 41.228 20.625 41.89 42.39 F 31 20.0 45.728 20.625 46.39 46.89 i C/L - 1/2 " DIA. PWR. CONDUIT TO SPEAKER PEDESTAL - 1/2 " DIA. PWR. CONDUIT FOR DIRECTIONAL SIGNS & MENU BOARD - BOLTS: (AN)CHOR� D GNS IRECTIONAL S CONTRACTOR SHALL (4p 3/4 " DIA. 0 VERIFY WITH SIGN MANUFACTURER THE M NU BOARD -� FULL THREAD ANCHOR BOLT SPACING NOTE: ALL ANCHOR - GRADE 0 MENU BOARD BOLTS SHALL BE GALVANIZED. - GRADE 0 DIR. SIGNS ALL EXPOSED CONCRETE SHALL HAVE CHAMFERED EDGES. NOTE: ALL CONDUIT TO BE MIN. 12" BELOW GRADE AND PROJECT 3" ABOVE FOUNDATION GENERAL NOTES 1. McDONALD'S ROAD SIGN AND BASE ARE BY THE SIGN CONTRACTOR. U3 CONDUIT AND WIRING ARE BY THE GENERAL CONTRACTOR. w Of 2. BASES, ANCHOR BOLTS, CONDUIT, AND WIRING FOR ALL OTHER SIGNS ARE BY THE GENERAL CONTRACTOR. 3. UGHTIN FIXTURES, BASES, POLES, CONDUIT, AND WIRING ARE BY THE OWNER�OPERATOR. m 4. BASES FOR FUIGPOLES ARE BY THE GENERAL CONTRACTOR. ANCHOR BOLTS ARE BY THE FLAGPOLE SUPPLIER. 5. PROPOSED UTILITIES ARE SHOWN IN SCHEMATIC ONLY. EXACT N LOCATIONS SHALL BE DETERMINED TO ALLOW FOR THE MOST , ECONOMICAL INSTALLATION. z 6. THE CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES TO DETERMINE EXACT POINT OF SERVICE CONNECTION AT EXISTING UTILITY. REFER TO THE BUILDING ELECTRICAL AND PLUMBING P w DRAWINGS FOR UTILITY SERVICE ENTRANCE LOCATIONS, SIZES, AND W M CIRCUITING. o 2 o 7. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE BENCHMARK CL 3 AND MUST BE VERIFIED BY THE GENERAL CONTRACTOR AT c GROUNDBREAK. �_ 5 LLJ uJ 8. FINISH WALK AND CURB ELEVATIONS SHALL BE 6" ABOVE FINISH ° V PAVEMENT, UNLESS OTHERWISE NOTED ON PLANS. w 9. ALL LANDSCAPE AREAS SHALL BE ROUGH GRADED TO 6" BELOW a TOP OF ALL WALKS AND CURBS. FINISH GRADING, LANDSCAPING, AND SPRINKLER SYSTEMS ARE BY THE OWNER /OPERATOR. w 10. LOT LIGHTING CONCRETE FOOTINGS TO CONFORM WITH THE SOILS °" REPORT RECOMMENDATIONS FOR THIS PARTICULAR SITE. 11. TEXAS DEPARTMENT OF TRANSPORTATION o d• TRAFFIC PAINTWPT -8F WHITE PAINT, IS THE APPROVED LOT STRIPING BE USED. o N 12. THE GENERAL CONTRACTOR SHALL RUN A ROTO - ROOTER � THROUGH ALL SEWER LINES THAT CONNECT TO A CITY MAIN LO PRIOR TO OPENING DAY. > w .- N PAVING SPECIFICATION ASPHALTIC MIX PER TXDOT ITEM 340,1993 STAND. SPEC. FOR OF CONSTR. OF HIGHWAYS, STREETS & BRIDGES. USE TYPE D SURFACE MIX. w a'' P ,'(E.•••••..rF,�jj F1 EX1131 F RASE: 8" LIMESTONE 3_� 6 LIME •••• EN STABILIZED SUBGRADE (6X LIME BY DRY WEIG hI �" ,,,,,,,,,, KE C ,,,,,,,,,,,,,,,,,,,♦ COMPACTED TO AT LEAST 95X MAX DRY DENSITY, TO TO +2X f 'rt OF OPTIMUM MOISTURE CONTENT AS PER ASTM D -698. � •, �9711 2 HOT ASPHALTIC MIX PER TXDOT ITEM 340,1993 STAND. SPEC. FOR It ,L CONSTR. OF HIGHWAYS, STREETS do BRIDGES. USE TYPE D SURFACE MIX. 6" BLACK BASE Y % QBADL* 6" LIME STABILIZED SUBGRADE M LIME BY DRY WEIGHT) COMPACTED TO AT LEAST 95X MAX DRY DENSITY, TO -2X TO +2X OF OPTIMUM MOISTURE CONTENT AS PER ASTM D -698. GON AT 7ERNATE 4000 PSI, 6" THICK CONCRETE (7" DUMPSTER AREA) WITH J3 REBAR AT 18' O.C.E.W. 6" LIME STABILIZED SUBGRADE (6X LIME BY DRY WEIGHT) COMPACTED TO AT LEAST 95X MAX DRY DENSITY TO -2X TO -2X OF OPTIMUM MOISTURE CONTENT AS PER ASTM D -698. ® I NONE; 10 1. McDONALD'S ENGINEER RESERVES THE RIGHT TO REQUEST A COMPACTION o I� AND /OR A CORE SAMPLE. IF TESTS PROVE CORRECT, PER ABOVE SPECIFICATION, TESTS WILL BE AT THE EXPENSE OF McDONALD'S, OTHERWISE G.C. WILL BE CHARGED. ---� 2. GEOTECHNICAL RECOMMENDATIONS BASED ON SOILS REPORT 102100 BY BANDY AND ASSOCIATES, INC., DATED JUNE 14, 2002 F SITE LIGHTING o Z SECURITY LIGHTING SYSTEMS MODEL # AS81000- MH -DB -MT LAMP TYPE, WATTAGE: METAL HALIDE, 1000 WATT :3 MOUNTING HEIGHT: 30' O_ _ NOTE: ALL FIXTURES TO BE INSTALLED TILTED AT 0 p A 30 DEGREE ANGLE. UNLESS OTHERWISE SPECIFIED. W M FINAL ADJUSTMENTS TO AIMING ANGLE /DIRECTION OF FIXTURES MAY Z BE REQUIRED TO ELIMINATE LIGHT TRESPASS OR GLARE ONTO ADJOINING PROPERTIES OR ROADWAYS. O SITE DETAILS = 3 PARKING INFORMATION (EXISTING) r 34 SPACES 18' -0" X 9' -0" 0 90 • TOTAL 0 SPACES 2 SPACES 18' -0" X W -0" A 90 s o (# M 3 SPACES 18' -0" X 9' -0" 0 60 • UTILITY INFORMATION (EXISTING) w V 0: SIZE TYPE LOCATION a SANITARY SEWER 4" ALONG NW PL. WATER 18" H WY. 6 e STORM SEWER N/A SURFACE DRAIN ° ELECTRIC OHE HWY. 6 GAS 6" H WY. 6 K. .hen Englill cer"Il71� A f�f•>a, a K u�faa. Inc. � to Civil Engineers MO "7 - sofa a1o, tto�► To 0934 Consulting �,, 9 9 phonx 713.962.x888 Fay 713.962.0004 O a Q LEGEND (PROPOSED) a v �_ SANITARY SEWER GAS Q R S S WATERS S Z LOT LIGHT °'0 LP:30 us STORM SEWER EXISTING ELEVATION 76.5 a" O -ST S ELECTRIC ST- PROPOSED ELEVATION 7 -- 7.0 V -E E E E T TELEPHON T DRAINAGE ARROW -- PLAN SCALE: 1" = 20' � e STREET ADDRESS Ei 2420 TEXAS AVENUE CITY STATE STATUS DATE BY COLLEGE STATION TEXAS PRELIMINARY 0 COUNTY PLAN DRAWN B I __j_ I RAZO S PLAN CHECKED REGIONAL DWG. NO KCE JOB 0278 -01 C 42 -0289 DRWG. TITLE. 0278DET SITE of 7 PROP, CONC. PVMT. #3 DEFORMED 6" 1/2 to BARS (CONTINUOUS) 1 " R (TYP) #3 DEFORMED BAR x ® 18" O.C.E.W. m a 12" I - 3 I 10" ' LIML W ADILILtU JUa UMMUL; - I ' I I REFER TO PAVING SPECIFICATIONS FOR DETAIL) COMPACTED SUBGRADE NOTES: 1. WHEN CONCRETE CURB IS TO BE PLACED 2. FINISH TO BE ACCOMPLISHED BY ON EXISTING CONCRETE BASE, PLACE 3 FLOATING, STEEL TROWELING AND THEN DEFORMED BARS 0 18" CENTERS, 10" LONG BRUSHING. HAND FINISH NOT REQUIRED DOWELED AND SET IN SULFUR OR QUICK WHEN CURB IS POURED BY A MACHINE, SETTING CONCRETE. BUT CURB WILL HAVE THE SAME OUTSIDE DIMENSIONS, AND HAVE A BRUSHED FINISH. TYPICAL CURE ON CONCRETE PAVING SECTION q NTS NOTES: 1. CONTROL JOINTS TO BE PLACED A MAXIMUM OF 20' BETWEEN EXPANSION JOINTS. JOINT SEALANT SAW CUT 1/4" WIDE x 1/4 (SONOLASTIC SR -1) DEPTH OF PAVEMENT REINFORCEMENT : –A 6„ . . CONTROL JOINT DETAIL NTS STEEL TO MEET ASTM A -615, UNITS TO BE SPACED ON 12" CENTERS. EXPANSION JOINTS TO BE PLACED AT THE END OF EACH CURB RADIUS AND SPACED A MAXIMUM OF 40 APART „ 1/4 "DIA � 1 1A It NTS NTS 6 P.C.C. CURB RAMP SURFACE 2" 2" 6" DEPRESSED CURB 6" 1/2 " i 3" R (TYP) �– #3 BAR 3" HOT MIXED ASPHALT CONCRETE (TYPE D) ®® 18D" EFOROC MED AS OUTLINED IN THE 1993 EDITION OF THE STANDARD SPECIFICATIONS FOR CONSTRUCTION OF HIGHWAYS STREETS AND BRIDGES. 8" LIMESTONE ELEVATION NTS HANDICAP RAMP SLOPES NOT TO EXCEED 1:12 (PER ADA REQ'MTS.) SCARIFY THE CONCRETE SURFACE AS PER ADA REQUIREMENTS NO •r 6" LIME STABILIZED SUBGRADE, HYDRATED LIME SHOULD BE s" MIXED WITH THE UPPER 8" OF SCARIFIED SUBGRADE SOILS AT A RATE OF 4% BY DRY WEIGHT. LIME PLACEMENT AND MIXING OPERATIONS SHOULD BE PERFORMED IN GENERAL ACCORDANCE WITH TxDOT ITEM 260. AFTER PROPER CURING TIME, THE LIME STABILIZED SOILS SHOULD BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D 698). CONCRETE CURE TYPICAL ON ASPHALT PAVEMENTSECTION NTS JOINT SEALANT (SONOLASTIC , R -1) 1/4" R NAIL DOWEL CLIP TO REDWOOD EXPANSION JOINT 26 GA. STEEL TUBE (DIPPED IN ASPHALT) OR PLASTIC CAP – LOOSE FIT 3/4" DIA SMOOTH BAR 1" REDWOOD EXPANSION JOINT FILLER 1 1/2" ` 1 I F1 REFER TO CURB DETAIL THIS SHEET " FINISH GRADE G' R EAS E INTE R :, : _' > "` ":, 4 THICK CONC. WALK 4 ;� *< t� �: -: (4000 P.S.I.) 93X1.33X2X1.5X3.0 =1113.2T —� _ — = 4" SAND BASE 6 "– W1.4xW1.4 W.W.F. WATER DEMAND MONTHLY AVE: 104,000 GALLONS SIDEWALK NTS 1/2" PRE –MMD D EXP. JOINT JOINT FILLER, PER ASTM D -1751, "FLEXCELL" AS MANUFACTURED BY CELOTEX OR APPROVED EQUAL. SLOPE 1/8 " PER p REFER TO CURB FT. MIN. DETAIL THIS SHEET ''•'- ',• FINISH GRADE •: r .:;�., .:... Q„ THICK CONC. WALK :.:;''•.,_ fl (4000 P.S.I.) SAND BASE . .. • . —) —� —� (� _ —� � 6 "x6 "– W1.4xW1.4 W.W.F. SIDEWALK AT BUILDING �6 NTS FINISH GRADE PVMT. DIMENSIONS REFER TO THIS POINT 1" RADIUS TYP. 2' -0' 6 2' P.C.C. CURB & GUTTER PAVEMENT ELEVATIONS j REFER TO THIS POINT i • — N r\ TLT T�( • T�T TI 1 BASE AS SPECIFIED I- (T1- -ITT— 1TI -1TI -� - STASIPIZEDI SUBGRADE A S (1) #3 CONT., TYP. NOTE: THE EXPANSION JOINT W FLEXCELL FILLER SHALL BE CONSTRUCTED ON CONCRETE CURB AT LOCATION MATCH CONC. PVMT. EXPANSION JOINT OR AT 40' APART MAX. CONCRETE CURE & GUTTER Z I 10" 2' -0" 0 , PROPERTY LINE 6' LONG PRECAST CONC. WHEELSTOP W/ (2) f4 BARS CONT. 5' -9 LONG PARKING SURFACE & BASE AS SPECIFIED CONC. WHEEL i- ®� 3" HOT MIXED ASPHALT CONCRETE ( TxDOT ITEM 340) • CONCRETE CURE REINFORCING NTS JUN 2 8 2004 COLLEGE STAT50N ENGINEERING #3 DEFORMED BEARS (CONTINUOUS) N 0 LIGHT REFELECTIVE STAIN ON RAMPS PER TAS 4.7.4 SLOPE o PAVEMENT S %W,' ------ Li I GROOVES ON RAMP 1/4" VARIES DEEP, 3/4" WIDE, SPACED 2 INCHES APART _. PLAN HANDICAP ACCE RAMP Q NTS JOINT SEALANT _ [ SAW CUT 1/4" WIDE x 1/4 (SONOLASTIC SR -1) THICKNESS OF PAVEMENT REINFORCEMENT (TO BE DISCONTINUED ®JOINTS) 3 "1 /4" R 'Lai.... /2 ; METAL CONSTRUCTION JOINT 3/4" DIA. SMOOTH DOWEL BAR (18 ") LONGITUDINAL JOINT DETAIL SCARIFY THE CONCRETE HDCP RAMP SLOPES SURFACE AS PER TAS NOT TO EXCEED 1 :12 REQUIREMENTS (PER TAS REQ MTS.) 4000 P.S.I. CONC. BUILDING GROOVES 9N RAMP 1�4" LIGHT RELECTIVE STAIN DEEP, WIDE S ACED ON RAMPS PER TAS 4.7.4 2 INCH 3 S 4 ' APART. PE LIGHT REFLECTIVE STAIN SL SLOPE' ON RAMPS PER AS 4.7.4 DEPRESSED 6 „ CURB FE= –0 '5'- 0 6'-0" CURB EDGE SIDEWALK 4" WIDE STRIPE PAINTED YELLOW SPACING PER TAS PLAN H ANDICAPPED PAR KING V NTS 1 1/16 " DIA PLAN ELEVATION DOWEL CLIP DETAIL It co r� A. DRIVE 24" THAN K 24" N T-4 TH R U 24" YOU 24" PAINTED TRAFFIC ARROWS 13 N.T.S. PROPOSED ASPHALT PAVEMENT PROPOSED CURB 3" HOT MIXED ASPHALTIC CONCRETE, TxDOT ITEM 340, TYPE D 8" LIMESTONE 6" LIME STABILIZED­ SUB GRADE (6% LIMESTONE BY DRY WEIGHT) GENERAL NOTES t I :!! -- 6" LIME STABILIZED SUBGRADE (6% LIME BY DRY WEIGHT) COMPACTED TO A DRY DENSITY OF AT LEAST 957. OF THE STANDARD PROCTOR MAX. DRY CONDUIT AND WIRING; ARE BY THE GENERAL CONTRACTOR. TO –2% TO +2% OF OPTIMUM MOISTURE CONTENT PER ASTM D 698. TYPICAL ASPHALT PAVEMENT 0 NTS RE VIEWED FOR COMPLIANCE NOTES: JUN 2 S 200 1. WHEN CONCRETE CURB IS TO BE PLACED ON EXISTING CONCRETE BASE, PLACE # S T DEFORMED BARS 0 18" CENTERS, 10" LONG COLLEGE NT S ES DOWELED AND SET IN SULFUR OR QUICK D LO SETTING CONCRETE. 2. FINISH TO BE ACCOMPLISHED BY FLOATING, STEEL TROWELING AND THEN BRUSHING. HAND FINISH NOT REQUIRED WHEN CURB IS POURED BY A MACHINE, BUT CURB WILL HAVE THE SAME OUTSIDE 3. LIGHTIN FIXTURES, BASES, POLES, CONDUIT, AND WIRING ARE BY THE DIMENSIONS, AND HAVE A BRUSHED FINISH. 1' -0" 1 • -O" TOP OF CURB OWNEOPERATOR. R m # BAR CONTINUOUS DOWEL BAR Tr #4 TOP OF SLAB ' REVIEWED FOB .. COMPLIAN CONCRETE CURE REINFORCING NTS JUN 2 8 2004 COLLEGE STAT50N ENGINEERING #3 DEFORMED BEARS (CONTINUOUS) N 0 LIGHT REFELECTIVE STAIN ON RAMPS PER TAS 4.7.4 SLOPE o PAVEMENT S %W,' ------ Li I GROOVES ON RAMP 1/4" VARIES DEEP, 3/4" WIDE, SPACED 2 INCHES APART _. PLAN HANDICAP ACCE RAMP Q NTS JOINT SEALANT _ [ SAW CUT 1/4" WIDE x 1/4 (SONOLASTIC SR -1) THICKNESS OF PAVEMENT REINFORCEMENT (TO BE DISCONTINUED ®JOINTS) 3 "1 /4" R 'Lai.... /2 ; METAL CONSTRUCTION JOINT 3/4" DIA. SMOOTH DOWEL BAR (18 ") LONGITUDINAL JOINT DETAIL SCARIFY THE CONCRETE HDCP RAMP SLOPES SURFACE AS PER TAS NOT TO EXCEED 1 :12 REQUIREMENTS (PER TAS REQ MTS.) 4000 P.S.I. CONC. BUILDING GROOVES 9N RAMP 1�4" LIGHT RELECTIVE STAIN DEEP, WIDE S ACED ON RAMPS PER TAS 4.7.4 2 INCH 3 S 4 ' APART. PE LIGHT REFLECTIVE STAIN SL SLOPE' ON RAMPS PER AS 4.7.4 DEPRESSED 6 „ CURB FE= –0 '5'- 0 6'-0" CURB EDGE SIDEWALK 4" WIDE STRIPE PAINTED YELLOW SPACING PER TAS PLAN H ANDICAPPED PAR KING V NTS 1 1/16 " DIA PLAN ELEVATION DOWEL CLIP DETAIL It co r� A. DRIVE 24" THAN K 24" N T-4 TH R U 24" YOU 24" PAINTED TRAFFIC ARROWS 13 N.T.S. PROPOSED ASPHALT PAVEMENT PROPOSED CURB 3" HOT MIXED ASPHALTIC CONCRETE, TxDOT ITEM 340, TYPE D 8" LIMESTONE 6" LIME STABILIZED­ SUB GRADE (6% LIMESTONE BY DRY WEIGHT) GENERAL NOTES th 1. McDONALD'S ROAD SIGN AND BASE ARE BY THE SIGN CONTRACTOR. CONDUIT AND WIRING; ARE BY THE GENERAL CONTRACTOR. 2. BASES, ANCHOR BOLTS, CONDUIT, AND WIRING FOR ALL OTHER w SIGNS ARE BY THE GENERAL CONTRACTOR. 3. LIGHTIN FIXTURES, BASES, POLES, CONDUIT, AND WIRING ARE BY THE OWNEOPERATOR. R m 4. BASES FOR FLAGPOLES ARE BY THE GENERAL CONTRACTOR. ANCHOR BOLTS ARE BY THE FLAGPOLE SUPPLIER. 5. PROPOSED UTILITIES ARE SHOWN IN SCHEMATIC ONLY. EXACT LOCATIONS SHALL BE DETERMINED TO ALLOW FOR THE MOST 04 ECONOMICAL INSTALLATION. , z 6. THE CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES TO DETERMINE EXACT POINT OF SERVICE CONNECTION AT EXISTING UTILITY. REFER TO TI•IE BUILDING ELECTRICAL AND PLUMBING w DRAWINGS FOR UTILITY SERVICE ENTRANCE LOCATIONS, SIZES, AND z 2 CIRCUITING. o w o 7. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE BENCHMARK a v AND MUST BE VERIFIED BY THE GENERAL CONTRACTOR AT ci! 3 GROUNDBREAK. cn v w 6. FINISH WALK AND CURB ELEVATIONS SHALL BE 6 " ABOVE FINISH w ° x PAVEMENT, UNLESS OTHERWISE NOTED ON PLANS. w 9. ALL LANDSCAPE AREAS SHALL BE ROUGH GRADED TO 6" BELOW a TOP OF ALL WALKS AND CURBS. FINISH GRADING, LANDSCAPING, En AND SPRINKLER SYSTEMS ARE BY THE OWNER /OPERATOR. w LOT LIGHTING CONCRETE FOOTINGS TO CONFORM WITH THE SOILS °' 1 0. REPORT RECOMMENDATIONS FOR THIS PARTICULAR SITE. 11. TEXAS DEPARTMENT OF TRANSPORTATION TRAFFIC PAINTTWPT' 8F WHITE PAINT, IS THE APPROVED LOT STRIPING o BE USED. Q 12. THE GENERAL CONTRACTOR SHALL RUN A ROTO — ROOTER THROUGH ALL SEWER, LINES THAT CONNECT TO A CITY MAIN to >, PRIOR TO OPENING DAY. w .– N PAVING SPECIFICATION # �ti0F�1><t� 9 1 . ..,,T 3 J HO OT T ASPHALTIC MIX PER TXDOT ITEM 340,1993 STAND. SPEC. FOR Rs HIGHWAYS, STREETS do BRIDGES. USE TYPE D SURFACE MIX. ASR 8" LIMESTONE � 911 -I � ' ,+ * • ,� ::::......................... 6� • ESTABIUZED SUBGRADE (696 LIME BY DRY WEIG�{�) COMPACTED Tn AT LEAST 9596 MAX '� KE CHEN '� ................� DRY DENSITY, TO - X TO +296 2 OF OPTIM CONTENT AS PER ASTM D -698, / nn 7971 •� AIPHALT w HOT ASPHALTIC MIX PER TXDOT ITEM 340,1993 STAND. SPEC. FOR CONSTR. OF HIGHWAYS, Z� r t - STREETS & BRIDGES. USE TYPE D SURFACE MIX. 6" BLACK BASE ism 6 UME STABILIZED SUBGRADE (BX LIME BY DRY WEIG COMPACTED TO AT LEAST 95X -2X MAX DRY DENSITY, TO TO +2X OF OPTIMUM MOISTURE CONTENT AS PER ASTM D -698. QONCR TE Al TERNATE 4000 PSI, 6" THICK CONCRETE (7" DUMPSTER AREA) WITH #3 REBAR AT 18' O.C.E.W. 6" LIME STABIUZED SUBGRADE (6X LIME BY DRY WEIGHT) COMPACTED TO AT LEAST 05X MAX DRY r- DENSITY TO -2X TO -2X OF OPTIMUM MOISTURE CONTENT AS PER ASTM D -698. Q 1. McDONALD'S ENGINEER t; u I RESERVES THE RIGHT TO REQUEST A COMPACTION AND/OR A CORE SAMPLE. IF TESTS PROVE CORRECT, PER ABOVE O M SPECIFICATION, TESTS WILL BE AT THE EXPENSE OF McDONALD'S, OTHERWISE G.C. WILL BE CHARGED. 2. GEOTECHNICAL RECOMMENDATIONS BASED ON SOILS REPORT 102100 ® OD BY BANDY AND ASSOCIATES, INC., DATED JUNE 14, 2002 O o 0 SITE LIGHTING O SECURITY LIGHTING SYSTEMS MODEL # ASB1000- MH -DB -MT LAMP TYPE, WATTAGE: METAL HALIDE, 1000 WATT o MOUNTING - HEIGHT: 30' Z 0 = NOTE: ALL FIXTURES TO BE INSTALLED TILTED AT 0 o A 30 DEGREE ANGLE. UNLESS OTHERWISE SPECIFIED. FINAL ADJUSTMENTS TO AIMING ANGLE /DIRECTION OF FIXTURES MAY W W o BE REQUIRED TO ELIMINATE LIGHT TRESPASS OR GLARE ONTO O Z ADJOINING PROPERTIES OR ROADWAYS. a PAVING DETAILS = O PARKING; INFORMATION (EXISTING) M TOTAL SPACES 34' SPACES 18' -0" X 9' -0" ® 90 2 SPACES 18' -0" X 8' -0" ® 90 • n t7 3 SPACES 18' -0" X 9' -0" O 60 • UTILITY INFORMATION (EXISTING) V cn �cr o SIZE TYPE LOCATION O R SANITARY SEWER 4" ALONG NW PL. o W WATER 18 H WY. 6 STORM SEWER N/A SURFACE DRAIN ELECTRIC OHE HWY. 6 .. � GAS 6" H WY. 6 K C hen . . �1 hen E llll�IllC11ecri Cll �' A Midon d KC Unified, Ine. � Consulting Civil Engineers M. 7119%eeest Houst m 7 2. j a W LEGEND (PROPOSED) Q ' Q cr SANI SEW GAS S S S S gap WATER I _G LOT LIGHT e ' 0 LP: 30 Z STO S EWER —ST ST ST ST— EXISTING ELEVATION 76.5 n' OI E LECTRIC --E E---E PROPOSED ELEVATION 77.0 T _T _T T T DRAINAGE ARROW PLAN SCALE: 1" = 20' STREET ADDRESS g 2420 TEXAS AVENUE CITY STATE STA TUS DATE BY COLLEGE STATIO TEXAS PRELIMINARY COUNTY PLAN DRAYM B RAZO S PLAN CHECKED REGIONAL DWG. NO KCE JOB # 0278 -01 C= 42 -0289 DRWG. TITLE: 0278DET PAV of 7 3/4" CONDUIT STUB -UP 18" A.F.F. FROM McDONAI PANEL LP -1 FOR FOR FOR FUTURE TRASH COME (CAPPED) SLLAB OF 0 I N #5 BARS ® 32 O.C. CONT. THRU WALL & INTO FOOTING W /3" HOOK INSTALLED PRIOR TO POURING CONCRETE. EPDXY BARS INTO CONC., AFTER SET IS NOT ACCEPTABLE. (SEE PLAN FOR LOCATION) USE WHITE GREASE ON ALL FITTINGS - FRONT AND BACK 1" NIPPLE WELDED TO PLATE COLLARS 3/4" GALV BOLT W/ 4 GATE DETAILS N.T.S. 6" DIA. GATE POST GREASE INTE 83X 1.33X2X 1.5X3.0 - 1113 21 WATER DEM MONTHLY AVE: 104,000 UMLONS a L 3 "x3 "x1/4" STL' ANGLE FRAME AND DIAG. FRAME (TYP.) BRACES (GRIND WELDS AND L 2 "x2 "x3/16" CORNERS SMOOTH) PRIME AND CROSSING BAR 20 GA. METAL PANEL PAINT W/2 COATS BUILDING COLOR (PAINT TO MATCH 2" BUILDING COLOR JAMB DETAIL I� 6" I r, Pnl P, 6 -0.. PROVIDE 1" DIA., 6" LONG GALV. PIPE EMBEDDED IN CONCRETE FOR CANEBOLTS TOTAL 4) 17' -0" ELEVATION N.T.S. #9 WIRE TRUSSES AT 16" O.C. M 8. 3 ® 12" O.C. EA. WAY) 3" SAND CUSHION 3' #3 n12 "O.C. "`­ . Q L y •I •i V -4' SECTIO A -A N.T.S. 4' 1/2" STL. PLATE 1/2" BOLTS TO FRAME NOTE. CAIN BOLTS TO LOCATED INSIDE TRASH ENCLOSI TOP OF SLAB W r T ENCLOSU ELEVATION 0' -0" USE WHITE GREASE -�, `D ON ALL FITTINGS FRONT AND BACK ; co WELD TO FRAME 1' "- METAL COLLAR TO FIT OVER 6" DIA. i POST. GREASE AREA BETWEEN POST AND CAP VC HINGES. METAL COLLAR TYP. WELD BOTTOM COLLAR TO POST, BOLT TOP COLLAR JAMB DETAIL. N.T.S. 4" x 8" x 16" SOLID SPLIT FACE CAP 8" x 8" x 16" SPLIT FACE PAINT GRAY INSIDE (TYP.) PAINT EXTRIOR OF TRASH ENCLOSURE SAME COLOR AS BUILDING. N.T.S. ua 6" DIA. STEEL POST FILLED W /CONCRETE STEEL POST PAINTED YELLOW FINISH SURFACE 18" DIA. CONCRETE FOOTING GUARD POST �" N.T. ' ' , .,,,a,` ........- VIEWEa FOR COMPLIANCE JUN 2 s 2004 COLLEGE S LO SLOPE TOP TO DRAIN 00 (z • :y7 a 6" DIA. °I CONCRETE FILLED Q POST. POURED CONCRETE 1-6' 0 GENERAL NOTES U3 1. McDONALD'S ROAD SIGN AND BASE ARE BY THE SIGN CONTRACTOR. CONDUIt AND WIRING ARE BY THE GENERAL CONTRACTOR. 2. BASES, ANCHOR BOLTS, CONDUIT, AND WIRING FOR ALL OTHER W SIGNS ARE BY THE GENERAL CONTRACTOR. 3. LIGHTIN� FIXTURES, BASES, POLES, CONDUIT, AND WIRING ARE BY THE OWNER OPERATOR. 4. BASES FOR FLAGPOLES ARE BY THE GENERAL CONTRACTOR. ANCHOR m BOLTS ARE BY THE FLAGPOLE SUPPLIER. ji N LOCATIONS SHALL BE DETERMINED TO ALLOW FOR THE MOST ECONOMICAL INSTALLATION. o 6. THE CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES z TO DETERMINE EXACT POINT OF SERVICE CONNECTION AT EXISTING p 9iu ua 6" DIA. STEEL POST FILLED W /CONCRETE STEEL POST PAINTED YELLOW FINISH SURFACE 18" DIA. CONCRETE FOOTING GUARD POST �" N.T. ' ' , .,,,a,` ........- VIEWEa FOR COMPLIANCE JUN 2 s 2004 COLLEGE S LO SLOPE TOP TO DRAIN 00 (z • :y7 a 6" DIA. °I CONCRETE FILLED Q POST. POURED CONCRETE 1-6' 0 GENERAL NOTES U3 1. McDONALD'S ROAD SIGN AND BASE ARE BY THE SIGN CONTRACTOR. CONDUIt AND WIRING ARE BY THE GENERAL CONTRACTOR. 2. BASES, ANCHOR BOLTS, CONDUIT, AND WIRING FOR ALL OTHER W SIGNS ARE BY THE GENERAL CONTRACTOR. 3. LIGHTIN� FIXTURES, BASES, POLES, CONDUIT, AND WIRING ARE BY THE OWNER OPERATOR. 4. BASES FOR FLAGPOLES ARE BY THE GENERAL CONTRACTOR. ANCHOR m BOLTS ARE BY THE FLAGPOLE SUPPLIER. 5. PROPOSED UTILITIES ARE SHOWN IN SCHEMATIC ONLY. EXACT N LOCATIONS SHALL BE DETERMINED TO ALLOW FOR THE MOST ECONOMICAL INSTALLATION. o 6. THE CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES z TO DETERMINE EXACT POINT OF SERVICE CONNECTION AT EXISTING p UTILITY. REFER TO THE BUILDING ELECTRICAL AND PLUMBING f w DRAWINGS FOR UTILITY SERVICE ENTRANCE LOCATIONS, SIZES, AND z 2 CI z w O 7. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE BENCHMARK a 0 AND MUST BE VERIFIED BY THE GENERAL CONTRACTOR AT GROUNDBREAK. w 8. FINISH WALK AND CURB ELEVATIONS SHALL BE 6 " ABOVE FINISH w ° m PAVEMENT, UNLESS OTHERWISE NOTED ON PLANS. w 9. ALL LANDSCAPE AREAS SHALL BE ROUGH GRADED TO 6" BELOW N TOP OF ALL WALKS AND CURBS. FINISH GRADING, LANDSCAPING, AND SPRINKLER SYSTEMS ARE BY THE OWNER /OPERATOR. w 10. LOT LIGHTING CONCRETE FOOTINGS TO CONFORM WITH THE SOILS °' REPORT RECOMMENDATIONS FOR THIS PARTICULAR SITE 11. TEXAS DEPARTMENT OF TRANSPORTATION r7 TRAFFIC PAINTJWPT -8F WHITE PAINT, IS THE APPROVED LOT STRIPING BE USED. a z 12. THE GENERAL CONTRACTOR SHALL RUN A ROTO - ROOTER ° THROUGH ALL SEWER LINES THAT CONNECT TO A CITY MAIN to > PRIOR TO OPENING DAY. w ,- N PAVING SPECIFICATION ,�►t'ktil�tttt '(E' 01 r'ef.?'jlr 3'� ASPHALTIC MIX PER TXDOT ITEM 340,1993 STAND. SPEC. FOR CONSTR. OF HIGHWAYS, STREETS & BRIDGES. USE TYPE D SURFACE MIX. Fl F'XIRI F A- _ 8" LIMESTONE � „ * { '•. 6" LIME STABILIZED SUBGRADE (6% LIME BY DRY WEIGH COMPACTED TO AT LEAST 95% E .,,, KE„ CHEN,... " '797 ' MAX. DRY DENSITY, TO - TO +2X OF OPTIMUM MOISTURE CON1 ENT AS PER ASTM D -698. j : � i'� t r ASPHALT ALTERNATE 2" HOT ASPHALTIC MIX PER TXDOT ITEM 340,1993 STAND. SPEC. FOR CONSTR. OF HIGHWAYS, STREETS & BRIDGES. USE TYPE D SURFACE MIX. = / 1 "�� ►� D FI�IRI F t�ecF b,. �2 6" BLACK BASE Y 6" LIME STABILIZED SUBGRADE (6% LIME BY DRY WEIGH11 COMPACTED DENSITY. T MOIISTURE S CONTEENT TA AS TI PER D= 98 -1196 TO +296 CONCRETE ALTERNM 4000 PSI, 6" THICK CONCRETE (7" DUMPSTER AREA) WITH #3 REBAR AT 18' O.C.E.W. 6" LIME STABILIZED SUBGRADE (6X LIME BY DRY WEIGHT) COMPACTED TO AT LEAST 95X MAX DRY DENSITY TO -2X TO -2X •- OF OPTIMUM MOISTURE CONTENT AS PER ASTM D -698. ® I 1. MCDONALD'S ENGINEER RESERVES THE RIGHT TO REQUEST A COMPACTION O AND /OR A CORE SAMPLE. IF TESTS PROVE CORRECT, PER ABOVE to SPECIFICATION, TESTS WILL BE AT THE EXPENSE OF MCDONAL.D'S, OTHERWISE G.C. WILL BE CHARGED. 2. GEOTECHNICAL RECOMMENDATIONS BASED ON SOILS REPORT 102100 �� o BY BANDY AND ASSOCIATES, INC., DATED JUNE 14, 2002 O SITE LIGHTING O � SECURITY LIGHTING SYSTEMS MODEL # AS81000- MH -DB -MT LAMP TYPE, WATTAGE: METAL HALIDE, 1000 WATT o MOUNTING HEIGHT: 30' Z 0 = NOTE: ALL FIXTURES TO BE INSTALLED TILTED AT 0 ci A 30 DEGREE ANGLE. UNLESS OTHERWISE SPECIFIED. W M ADJUSTMENTS TO AIMING ANGLE /DIRECTION OF FIXTURES MAY F INAL BE REQUIRED TO ELIMINATE LIGHT TRESPASS OR GLARE ONTO Z ADJOINING PROPERTIES OR ROADWAYS. M TRASH ENCLOSURE DETAILS � 0 � � = 3 n 0 PARKING INFORMATION (EXISTING) TOTAL SPACES 34 SPACES 18' -0" X 9' -0" O 90 2 SPACES 18' -0" X 8' -0" O 90 • n M 3 SPACES 18' -0" X 8' -0" O 60 • UTILITY INFORMATION (EXISTING) � v SIZE TYPE LOCATION Q SANITARY SEWER 4" ALONG NW PL. a ° En WATER 18" HWY. 6 STORM SEWER N/A SURFACE DRAIN ELECTRIC OHE HWY. 6 � GAS 6" H WY. 6 K. Chen EICILglllHlceli'i11.7 g A MW. of KC UnW. Irm ¢ cr. etet s�oy . a,la 310. Houotm, Tana 77WO Civil Engineers Phonx 713.952.E888 Fax: 713.952.9094 > a a � LEGEND (PROPOSED) < N SANI SEW GAS S S S S WATER Z � to LOT LIGHT °'� LP:30 —ST TO S EWER ST— EXISTING ELEVATION 76.5 �' p PROPOSED ELEVATION 77.0 U E E E LECTRI C E E T T T T T DRAINAGE ARROW —� PLAN SCALE: 1" = 20' STREET ADDRESS 5 . 1 2420 TEXAS AVENUE Es 01 CITY STATE STATUS DATE BY COLLEGE STATION TEXAS PRELIMINARY COUNTY P LAN DR RAZO S PLAN CHECKED REGIONAL DWG. NO KCE JOB 0 - C=6 DRWG. TITLE: 42 -0289 0278 ®ET TE Of 7 NOTES 1. MONUMENTA11ON (BENCHMARK) AS SHOWN. 2. THE UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEE THAT THE UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE EXACT LOCATION OF ALL UTILITIES SHALL BE FIELD VERIFIED BY CONTRACTOR BEFORE ANY ON SITE CONSTRUCTION ACTIVITY. IF ANY CONFLICTS EXIST BETWEEN THE DRAWINGS AND FIELD CONDITIONS, THE ENGINEER AND THE OWNER SHALL BE NOTIFIED IMMEDIATELY. 3. FIELD SURVEY COMPLETED BY CIVIL CONCEPTS INC. DEMOLITION NOTES 1. CONTRACTOR IS RESPONSIBLE FOR PROPERLY REMOVING AND DISPOSING OFF ALL ITEMS TO BE DEMOLISHED. 2. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED FOR DEMOLITION BY LOCAL GOVERNING AUTHORITY. 3. CONTRACTOR TO CONTACT LOCAL ELECTRIC COMPANY BEFORE BEGINNING DEMOLITION OF ALL OVERHEAD AND UNDERGROUND POWER. 4. CONTRACTOR TO CONTACT LOCAL GAS COMPANY BEFORE BEGINNING DEMOLITION OF ALL EXISTING GAS LINES. 5. PRIOR TO STARTING CONSTRUCTION- CONTRACTOR TO VERIFY WITH McDONALD'S WHICH, IF ANY, EXISTING TREES ARE TO REMAIN. 6. EXISTING LIGHTS TO REMAIN WILL BE DETERMINED BY OPERATOR. 7. CONTRACTOR TO COORDINATE WITH OPERATOR CONCERNING EXISTING TREES IN ROW. AREA TO BE DEMOLISHED. CAIJTI O N ! BEFORE YOU DIG - CALL UNDERGROUND UTILITY 1- 800 - 245 -4545 COORDINATING COMMITTEE CITY OF COLLEGE STATION (ELECTRIC) (979) 764 -3438 VERIZON TELEPHONE (888) 483 -5600 ONCA (GAS) (979) 774 - 2506 m FND, TXDO PRIVATE ESMT, CONVEYED TO- 3EP.CH CO. 369, PG. 137, B, C. D. R. 0 ' X ' e' FND, 1/2\"L R. �\ °��. S63 °57'34 "E 21.32' 10 PUBLIC ESMT, TO THE CITY OF COLLEGE STATION VOL, 304, PG, 70, B, C. D. R. A �- EXISTING LOT LIGHT BASE TO BE REMOVED ' EXISTING FLUME 0' CEDAR. TO REMAIN SAVE & EXCEPT CEDA 0.036 ACRES CONVEYED TO TEXAS DEPARTMENT OF �6. TRANSPORTATION C. F, NO. 0734671, B. C. 0. P. R. R. P. TXDOT DI OAK " v TRENCH SAFETY NOTE: IF ANY TRENCH ON THIS JOB SITE, INCLUDING OPEN EXCAVATIONS WHOSE DIMENSIONS CAUSE THEM TO BE CONSIDERED TRENCHES BY OSHA, REGARDLESS OF WHETHER FOR THE INSTALLATION OF UTILITIES, FOUNDATIONS OR ANY OTHER SITE ELEMENT, IS EQUAL TO OR GREATER THAN 5.00' IN DEPTH, THEN THE CONTRACTOR SHALL NOT PERFORM ANY TRENCHING ON THIS SITE UNTIL HE HAS FIRST OBTAINED DETAILED PLANS AND SPECIFICATIONS FOR TRENCH SAFETY SYSTEMS CONFORMING TO OSHA REQUIREMENTS. SUCH PLANS AND SPECIFICATIONS SHALL BE PREPARED BY A REGISTERED PROFESSIONAL ENGINEER EMPLOYED BY OR CONTRACTED BY THE CONTRACTOR AND SHALL BE CONSIDERED A PART OF THE CONTRACTOR'S MEANS AND METHODS OF CONSTRUCTION. THE PROJECT ARCHITECT AND PROJECT ENGINEER ASSUME NO RESPONSIBILITY FOR THE CONTRACTOR'S MEANS AND METHODS OF CONSTRUCTION. IF THIS PROJECT IS OFFERED FOR BID, THE BIDS MUST CONTAIN A SEPARATE UNIT PRICE PAY ITEM FOR TRENCH SAFETY. w10° NC, EXISTING LOT CO ASE-S_ TO BE RE s. I� /3 v A01 RHO EXISTIN -'L PT LIGHT ----__ TO BE REMOVED c , LOT 3 PARKWAY PLAZA, PHASE SEVEN VOL, 479, PG, 691, O. ZONING C -1 GREASE INTERCEPTOR 93X 1.33X2 X 1.5X3.0 =1113.21 WATER DEMAND MONTHLY AVE: 104,000 GALLONS EXISTING LOT LIGHT BASES TO BE REMOVED 6' GAS LINE SEE NOTE # 7 ' CR ti R =1�0\ O, SEE WATER., LIME 2 MYRTLE L= 1, IJOTE # 6 4C7 EXISTING FLUME 0 REMAIN EXISTING TREE TO REMAIN \& BE P00TtCTED DURING 7 \ .I\TRUC ION Tk -FND. TXDOT \ \ DISK \ \ 10' PUBLIL�` IT IL TY ASE4' IT \ \ \ 24' RCP 1 EXISTING TREE \ TO BE REMOVED 6' AK TELE, M. H. I \ J� / 6/ / ti � �: / FND. 1/2' I. R. RIZ � SAN. SWR. M. H. TOP 285.37 \ \ NW 4' PIPE FL 282.57 SW 6' PIPE FL 282.17 O ° J NOTE ,\ 0 ALL IMENSION ARE TO FACE OF CURT UNLESS OTHERWISE NOTED. SET 'X' IN CONC. 10° EXISTING f HYDRAN / BENCHMARK: CITY OF COLLEGE STATION BENCHMARK NO. 120 ELEVATION: 301.34' TSM: "X" ON TOP OF INLET AT THE SOUTHWEST CORNER OF PROPERTY. ELEVATION: 284.61' F.I.R.M. ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INSURANCE MAP NO. 480083 -0144 C, DATED JULY 2, 1992. THE SUBJECT PROPERTY LIES WITHIN ZONE "X" (UNSHADED), AREAS DETERMINED TO BE OUTSIDE THE 500 YEAR FLOOD PLAIN. SUBMITTAL DATE: 01 -10 -2003 GENERAL NOTES 1. McDONALD'S ROAD SIGN AND BASE ARE BY THE SIGN CONTRACTOR. BI CONDUIT AND WIRING ARE BY THE GENERAL CONTRACTOR. W 2. BASES, ANCHOR BOLTS, CONDUIT, AND WIRING FOR ALL OTHER SIGNS ARE BY THE GENERAL CONTRACTOR, 3. LIGHTING OWNER. FIXTURES, BASES, POLES, CONDUIT, AND WIRING ARE BY THE 4. BASES FOR FLAGPOLES ARE BY THE GENERAL CONTRACTOR. ANCHOR m BOLTS ARE BY THE FLAGPOLE SUPPLIER. 5. PROPOSED UTILITIES ARE SHOWN IN SCHEMATIC ONLY. EXACT N LOCATIONS SHALL BE DETERMINED TO ALLOW FOR THE MOST ECONOMICAL INSTALLATION. z 6. THE CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES TO DETERMINE EXACT POINT OF SERVICE CONNECTION AT EXISTING 1 UTILITY. REFER TO THE BUILDING ELECTRICAL AND PLUMBING w DRAWINGS FOR UTILITY SERVICE ENTRANCE LOCATIONS, SIZES, AND w 2 CIRCUITING. F M U 7. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE BENCHMARK a v AND MUST BE VERIFIED BY THE GENERAL CONTRACTOR AT w GROUNDBREAK. �_ 5 8. FINISH WALK AND CURB ELEVATIONS SHALL BE 6" ABOVE FINISH ° x PAVEMENT, UNLESS OTHERWISE NOTED ON PLANS. a U. 9. ALL LANDSCAPE AREAS SHALL BE ROUGH GRADED TO 6' BELOW TOP OF ALL WALKS AND CURBS. FINISH GRADING, LANDSCAPING, AND SPRINKLER SYSTEMS ARE BY THE OWNER /OPERATOR. w 10. LOT LIGHTING CONCRETE FOOTINGS TO CONFORM WITH THE SOILS CL REPORT RECOMMENDATIONS FOR THIS PARTICULAR SITE. 11. TEXAS DEPARTMENT OF TRANSPORTATION o qt TRAFFIC PAINTjWPT -8F WHITE PAINT, IS THE APPROVED LOT STRIPING BE USED. a N n 12. THE GENERAL CONTRACTOR SHALL RUN A ROTO - ROOTER THROUGH ALL SEWER LINES 'THAT CONNECT TO A CITY MAIN PRIOR TO OPENING DAY. w cv o! PAVING SPECIFICATION ASPHALTIC MIX PER TXDOT ITEM 340,1993 STAND. SPEC. FOR CONSTR. OF HIGHWAYS, STREETS & BRIDGES. USE TYPE D SURFACE MIX. .'�'P'��•• ••..TF �2 FLEXIBLE E RARE• r i ��� • � .• '• 9tP 8" LIMESTONE �+ 6 eul:: * ::.....................:. T E STABILIZED SUBGRADE ((6% LIME BY DRY WEIG e , KE CHEN COMPACTED TO AT LEAST 95X NIAX. DRY DENSITY, TO -2X TO +296 t • • • • • • • • • • '�' 11 OF OPTIMUM MOISTURE CONTENT AS PER ASTM D -698. J •., ,pal 797 • P �HOT L ASP T TC MIX PER TXDOT ITEM 340,1993 STAND. SPEC. FOR CONSTR. OF HIGHWAYS, STREETS do BRIDGES. USE TYPE D SURFACE MIX. SF* !/ 6" BLA CK BASE Si IR/:RAM, 6" LIME STABILIZED SUBGRADE (696 LIME BY DRY WEIGHT COMPACTED TO AT LEAST 95X MAX DRY DENSITY, TO -1196 TO +296 OF OPTIMUM MOISTURE CONTENT AS PER ASTM D -698. CON(_'.REM ALUM= = 4000 PSI, 6" THICK CONCRETE (7" DUMPSTER AREA) WITH #3 REBAR AT 18' O.C.E.W. 6" LIME STABILIZED SUBGRADE (6X LIME BY DRY WEIGHT) COMPACTED TO AT LEAST 95X MAX DRY DENSITY TO -2X TO -2X ,, O FF�� OPTIMUM MOISTURE CONTENT AS PER ASTM D -698. t3 I i LKl * DD 1. McDONALD'S ENGINEER RESERVES THE RIGHT TO REQUEST A COMPACTION O I AND /OR A CORE SAMPLE. IF TESTS PROVE CORRECT, PER ABOVE 60 SPECIFICATION, TESTS WILL BE AT THE EXPENSE OF McDONALD'S, OTHERWISE G.C. WILL BE CHARGED. t� 00 2. GEOTECHNICAL RECOMMENDATIONS BASED ON SOILS REPORT 102100 0 BY BANDY AND ASSOCIATES, INC., DATED JUNE 14, 2002 F SITE LIGHTING o ~ Z SECURITY LIGHTING SYSTEMS MODEL # ASB1000- MH -DB -MT R LAMP TYPE, WATTAGE: METAL HALIDE, 1000 WATT Z o MOUNTING HEIGHT: 30' O = NOTE: ALL FIXTURES TO BE INSTALLED TILTED AT W M A 30 DEGREE ANGLE. UNLESS OTHERWISE SPECIFIED. FINAL ADJUSTMENTS TO AIMING ANGLE /DIRECTION OF FIXTURES MAY z BE REQUIRED TO ELIMINATE LIGHT TRESPASS OR GLARE ONTO ADJOINING PROPERTIES OR ROADWAYS. OO N DEMOLITION PLAN o PARKING INFORMATION (EXISTING) 34 SPACES 18' -0" X 9' -0" ® 90 " TOTAL n SPACES 2 SPACES 18' -0" X 8' -0" 0 90 • n M 3 SPACES 18' -0" X 9' -O" ® 60 UTILITY INFORMATION (EXISTING) v w a: SIZE TYPE LOCATION o a SANITARY SEWER 4" ALONG NW PL. WATER 18" HWY. 6 STORM SEWER N/A SURFACE DRAIN ° ELECTRIC OHE HWY. 6 GAS 6" HWY. 6 K u Chen E 1L1LgJ1111LeeIl.J1.1 g A Division of KC United, MCI- V) % W J 71 Consulting Civil Engineers 6161 • Surte 310, Houston, T 3.9 no3e ¢ W 9 9 Phone: 71 .082.4868 Faram 3.082.0004 O LEGEND (PROPOSED) 0- v 0 SANI SEW GAS < CL P S S S -s- -G G --- G _ C,._" Z Q z WATER LOT LIGHT °"0 LP:30 5 i - n -rr STO SE WER EXISTING ELEVATION 76.5 a O -ST ELE CTRIC T ST- PROPOSED ELEVATION 77.0 E E E -E T DRAINAGE ARROW T T T T PLAN SCALE: 1" = 20' STREET ADDRESS 2420 TEXAS ,AVENUE R fill 1 101 CITY STATE STATUS DATE BY COLLEGE STATION TEXAS PRELIMINARY COUNTY PLAN DRAWN S RAZ S PLAN CHECKED -T REGIONAL DWG. NO KCE JOB # 0 - 01 C=7 42 -0289 DRWG. TITLE: 0278DEMO -DWG Of 7 LEGEND EXISTING LeJ PAY PHONE -- McDONALD'S SIGN Q TRAFFIC CONTROL BOX TRAFFIC SIGNAL POLE 114 IRRIGATION VALVE 0-* LIGHT STANDARD 0 GAURD POST WATER METER Q TELEPHONE PEDESTAL POWER POLE v GUY WIRE STREET SIGN GAS VALVE GAS METER C CLEAN OUT GREASE TRAP - � FIRE HYDRANT I. R. IRON ROD FND. FOUND J. C. O. P. R. R. P. JEFFERSON COUNTY OFFICIAL PUBLIC RECORDS REAL PROPERTY CONC. CONCRETE EXISTING LOT LIGHT BASES TO BE REMOVED 6' GAS LINE SEE NOTE # 7 ' CR ti R =1�0\ O, SEE WATER., LIME 2 MYRTLE L= 1, IJOTE # 6 4C7 EXISTING FLUME 0 REMAIN EXISTING TREE TO REMAIN \& BE P00TtCTED DURING 7 \ .I\TRUC ION Tk -FND. TXDOT \ \ DISK \ \ 10' PUBLIL�` IT IL TY ASE4' IT \ \ \ 24' RCP 1 EXISTING TREE \ TO BE REMOVED 6' AK TELE, M. H. I \ J� / 6/ / ti � �: / FND. 1/2' I. R. RIZ � SAN. SWR. M. H. TOP 285.37 \ \ NW 4' PIPE FL 282.57 SW 6' PIPE FL 282.17 O ° J NOTE ,\ 0 ALL IMENSION ARE TO FACE OF CURT UNLESS OTHERWISE NOTED. SET 'X' IN CONC. 10° EXISTING f HYDRAN / BENCHMARK: CITY OF COLLEGE STATION BENCHMARK NO. 120 ELEVATION: 301.34' TSM: "X" ON TOP OF INLET AT THE SOUTHWEST CORNER OF PROPERTY. ELEVATION: 284.61' F.I.R.M. ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INSURANCE MAP NO. 480083 -0144 C, DATED JULY 2, 1992. THE SUBJECT PROPERTY LIES WITHIN ZONE "X" (UNSHADED), AREAS DETERMINED TO BE OUTSIDE THE 500 YEAR FLOOD PLAIN. SUBMITTAL DATE: 01 -10 -2003 GENERAL NOTES 1. McDONALD'S ROAD SIGN AND BASE ARE BY THE SIGN CONTRACTOR. BI CONDUIT AND WIRING ARE BY THE GENERAL CONTRACTOR. W 2. BASES, ANCHOR BOLTS, CONDUIT, AND WIRING FOR ALL OTHER SIGNS ARE BY THE GENERAL CONTRACTOR, 3. LIGHTING OWNER. FIXTURES, BASES, POLES, CONDUIT, AND WIRING ARE BY THE 4. BASES FOR FLAGPOLES ARE BY THE GENERAL CONTRACTOR. ANCHOR m BOLTS ARE BY THE FLAGPOLE SUPPLIER. 5. PROPOSED UTILITIES ARE SHOWN IN SCHEMATIC ONLY. EXACT N LOCATIONS SHALL BE DETERMINED TO ALLOW FOR THE MOST ECONOMICAL INSTALLATION. z 6. THE CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES TO DETERMINE EXACT POINT OF SERVICE CONNECTION AT EXISTING 1 UTILITY. REFER TO THE BUILDING ELECTRICAL AND PLUMBING w DRAWINGS FOR UTILITY SERVICE ENTRANCE LOCATIONS, SIZES, AND w 2 CIRCUITING. F M U 7. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE BENCHMARK a v AND MUST BE VERIFIED BY THE GENERAL CONTRACTOR AT w GROUNDBREAK. �_ 5 8. FINISH WALK AND CURB ELEVATIONS SHALL BE 6" ABOVE FINISH ° x PAVEMENT, UNLESS OTHERWISE NOTED ON PLANS. a U. 9. ALL LANDSCAPE AREAS SHALL BE ROUGH GRADED TO 6' BELOW TOP OF ALL WALKS AND CURBS. FINISH GRADING, LANDSCAPING, AND SPRINKLER SYSTEMS ARE BY THE OWNER /OPERATOR. w 10. LOT LIGHTING CONCRETE FOOTINGS TO CONFORM WITH THE SOILS CL REPORT RECOMMENDATIONS FOR THIS PARTICULAR SITE. 11. TEXAS DEPARTMENT OF TRANSPORTATION o qt TRAFFIC PAINTjWPT -8F WHITE PAINT, IS THE APPROVED LOT STRIPING BE USED. a N n 12. THE GENERAL CONTRACTOR SHALL RUN A ROTO - ROOTER THROUGH ALL SEWER LINES 'THAT CONNECT TO A CITY MAIN PRIOR TO OPENING DAY. w cv o! PAVING SPECIFICATION ASPHALTIC MIX PER TXDOT ITEM 340,1993 STAND. SPEC. FOR CONSTR. OF HIGHWAYS, STREETS & BRIDGES. USE TYPE D SURFACE MIX. .'�'P'��•• ••..TF �2 FLEXIBLE E RARE• r i ��� • � .• '• 9tP 8" LIMESTONE �+ 6 eul:: * ::.....................:. T E STABILIZED SUBGRADE ((6% LIME BY DRY WEIG e , KE CHEN COMPACTED TO AT LEAST 95X NIAX. DRY DENSITY, TO -2X TO +296 t • • • • • • • • • • '�' 11 OF OPTIMUM MOISTURE CONTENT AS PER ASTM D -698. J •., ,pal 797 • P �HOT L ASP T TC MIX PER TXDOT ITEM 340,1993 STAND. SPEC. FOR CONSTR. OF HIGHWAYS, STREETS do BRIDGES. USE TYPE D SURFACE MIX. SF* !/ 6" BLA CK BASE Si IR/:RAM, 6" LIME STABILIZED SUBGRADE (696 LIME BY DRY WEIGHT COMPACTED TO AT LEAST 95X MAX DRY DENSITY, TO -1196 TO +296 OF OPTIMUM MOISTURE CONTENT AS PER ASTM D -698. CON(_'.REM ALUM= = 4000 PSI, 6" THICK CONCRETE (7" DUMPSTER AREA) WITH #3 REBAR AT 18' O.C.E.W. 6" LIME STABILIZED SUBGRADE (6X LIME BY DRY WEIGHT) COMPACTED TO AT LEAST 95X MAX DRY DENSITY TO -2X TO -2X ,, O FF�� OPTIMUM MOISTURE CONTENT AS PER ASTM D -698. t3 I i LKl * DD 1. McDONALD'S ENGINEER RESERVES THE RIGHT TO REQUEST A COMPACTION O I AND /OR A CORE SAMPLE. IF TESTS PROVE CORRECT, PER ABOVE 60 SPECIFICATION, TESTS WILL BE AT THE EXPENSE OF McDONALD'S, OTHERWISE G.C. WILL BE CHARGED. t� 00 2. GEOTECHNICAL RECOMMENDATIONS BASED ON SOILS REPORT 102100 0 BY BANDY AND ASSOCIATES, INC., DATED JUNE 14, 2002 F SITE LIGHTING o ~ Z SECURITY LIGHTING SYSTEMS MODEL # ASB1000- MH -DB -MT R LAMP TYPE, WATTAGE: METAL HALIDE, 1000 WATT Z o MOUNTING HEIGHT: 30' O = NOTE: ALL FIXTURES TO BE INSTALLED TILTED AT W M A 30 DEGREE ANGLE. UNLESS OTHERWISE SPECIFIED. FINAL ADJUSTMENTS TO AIMING ANGLE /DIRECTION OF FIXTURES MAY z BE REQUIRED TO ELIMINATE LIGHT TRESPASS OR GLARE ONTO ADJOINING PROPERTIES OR ROADWAYS. OO N DEMOLITION PLAN o PARKING INFORMATION (EXISTING) 34 SPACES 18' -0" X 9' -0" ® 90 " TOTAL n SPACES 2 SPACES 18' -0" X 8' -0" 0 90 • n M 3 SPACES 18' -0" X 9' -O" ® 60 UTILITY INFORMATION (EXISTING) v w a: SIZE TYPE LOCATION o a SANITARY SEWER 4" ALONG NW PL. WATER 18" HWY. 6 STORM SEWER N/A SURFACE DRAIN ° ELECTRIC OHE HWY. 6 GAS 6" HWY. 6 K u Chen E 1L1LgJ1111LeeIl.J1.1 g A Division of KC United, MCI- V) % W J 71 Consulting Civil Engineers 6161 • Surte 310, Houston, T 3.9 no3e ¢ W 9 9 Phone: 71 .082.4868 Faram 3.082.0004 O LEGEND (PROPOSED) 0- v 0 SANI SEW GAS < CL P S S S -s- -G G --- G _ C,._" Z Q z WATER LOT LIGHT °"0 LP:30 5 i - n -rr STO SE WER EXISTING ELEVATION 76.5 a O -ST ELE CTRIC T ST- PROPOSED ELEVATION 77.0 E E E -E T DRAINAGE ARROW T T T T PLAN SCALE: 1" = 20' STREET ADDRESS 2420 TEXAS ,AVENUE R fill 1 101 CITY STATE STATUS DATE BY COLLEGE STATION TEXAS PRELIMINARY COUNTY PLAN DRAWN S RAZ S PLAN CHECKED -T REGIONAL DWG. NO KCE JOB # 0 - 01 C=7 42 -0289 DRWG. TITLE: 0278DEMO -DWG Of 7