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HomeMy WebLinkAboutDrawingsi R N AZ�. UN NINFA'S MEXICAN RESTAURANT - - - 1007 EARL RUDDER FREEWAY _ --- COLLEGE STATION, TEXAS -- - o Iry 30 9 8 i 0 1" ATIO BRAZ 30 COUN P VICINITY MA -o oo-v-c -c-�fl --- --tio m 31® Am v _ �1II.TEo Il°° 33®° CITY OF COLLEGE ` SYMBOL & LINE LEGEND TATION 20' SANITARY � QJ POWER POLE SEWER EASEMENT 399/107 k (AS DEPICTED IN PLAT)0 LIGHT POLE GUY WIRE ANCHOR GREENS WORLD, PHASE ONE [pA/C AIR COND. COMP. LOT 1R - BLOCK ONE ISLAND f E UIR TS: ORDINA i�IE L T A ! T E ZONED: THE SQ ARE -DOTAGE (w/o SHOWN AT INTERIOR END ISLANDS DO N T INCLUDE THE REQUIRED AREA FOR SIN LE OR DOUBLE END ISLANDS, BUT ARE A REFLECTI N ' OF THE EXCESS AREA ABOVE THE REQUIRE SA RE-FOOTAGE. INTERII R PA KING = 65 SPACES REO INTI ISLAND AREA= (65/15x180)=780 SQ. FT. = 411 SPACES PROM ED .,IN IIERIOR ISLAND AREA = 873 SQ.FT. PARKING RE UIRE ENTS: ORDINA E:' L T A ! T E ZONED: RESTA JRANT (w/o DRIVE) - 1 SPACE/65 SQ.FT. REQUIRE (VOL 00 (8,40 /:65.) = 129.3 SPACES TOTA REOUIREDI = 130 SPACES PROVIDE : REGUIL iNR 136 SPACES H/C) 5:SPACE TOT Ll = 411 SPACES �.os7sui-��ny ��v►eef^s 1391 SEAMIST LANE <77845> POST OFFICE BOX 9253 COLLEGE STATION, TEXAS 77842 EMAIL: civil@rmengineer.com OFFICE - (979) 690-0329 FAX - (979) 690-0329 TEXAS FIRM REGISTRATION No. F-004 95 ARCHITECT SURVEYOR 1 46 ACRES �� WATER VALVE ®wm WATER METER N.T.S. 25' PRIVATE 01 T ACCESS EASE T PROPOSED 25'x50' ZONED: C-1 OEMELECTRICAL TRANSFORMER FIRELANE (7543/284) PRVT. JOINT NOW OR FORMERLY - ®GM GAS METER STRIPING 1/2" I.R. 5' WIDE FIRELANE ACCESS EASEMENT REGENCY PARKWAY, 4c.o. MH MANHOLE PEDESTRIAN STRIPING INC. CLEANOUT, - (GLUME 754 ,PAGE 28 ) V 3 4 ___..._ _ �FH FIRE HYDRANT AISLE �FIKt' LANE .. vti ._ FIRE CAfJE i i� o AMBULATORYI_ PU� ;I \ N 76* 06' 00" E - 507.12' - n' TELEPHONE PEDESTAL 104.10' - - - --- -- ------ - --- .,• AREA INLET �- r RAMPS M tr Z o , THROAT DEP _ J- N O 1� . N ,o O• 7.5' SETBACK LINE I FlRF I ANF„_ _ _ FIRF_, (ANF i 1 etaF Q� COMMERCIAL DRIVEWAY, ' i 2 F.H kr � " 73 sa.Fr.�` (1 S C ('x18)=11 .00' SEE B/CS DETAIL ST2-03 EE�E��EEE®E®��EE� PROPERTY NS, INFORMATION SUBDIVISION SE ONE CIRLD 0. L T A ! T E ZONED: 2R, BLOCK 1 or 74,502 SQ.FT.) C-1 i�11Ei.iiE��►, ODCO N0 OR FORMERLY DIVESTMENTS, LLC 7723, PG. 24) (VOL 00 r N JUNCTION BOX BUILDING SETBACK LINE Y ------ PROPERTY LINE 2S W LEC RIC 2-W.s ' sQ FT \-------- EASEMENT LINE .. GRE PROPERTY NS, INFORMATION SUBDIVISION SE ONE CIRLD 0. L T A ! T E ZONED: 2R, BLOCK 1 or 74,502 SQ.FT.) C-1 ODCO N0 OR FORMERLY DIVESTMENTS, LLC 7723, PG. 24) (VOL E� r • Moil ' • •'• i 115 wvr,L-� li"" Vt-vvl- mw ' rvR y 001 2�cr-3'0�' c BICYCLE RACK F.D.C.- r rr �l Z 1 �' 5 s C ('x2o )- 5 �Ce Ci �5 tai Zv 22 Z _ -- ., x �"' CONSTRUCTIO ° C.O. C.O. 24 00' 2 D N I N FA S MEXICAN C. o a's4 Fr T 1 CL z t, _ 10 63'20' TEMPORARY U1TLI +� 5 SRC (9'x20:)=2,6.72 fo • • 1/2" I.R. M Q RESTAURANT Y 24.0o 10.62' 6' >� EASEMENT (1201/63) 0 - � CSS` •�I' y 6 „ _9.0 .. .,�..._z.:.=-�_..�� {1 STORY) ..� ��v.._,�:.a.rlk��-•�rcrv�r z ,�,....M.,.....,.:_._ ...�..,. ._.t, ��cif Y 3 �. 6 HIGH WROUGHT IRO N 0/-COMMERCIA FENCE COLOR BLACK)(FOOTPRINT=7,511 SQ.FT.) C. 0. o o o,, -°o GREASE TRAP o o I (TOTAL=8,406 SQ.FT) o_ o N N mss. O� a 0 . d- o i N o H C PARKING CD PRELIMINARY FIRE LANE 62 i, >d K NG SPACES . = , ..� � ... ,. �. ..,.y _ __ _ WAY ts� � j. _. _ , -'; _.,�.� _ ___, �,_� __._ �_�_. �.�__ x -_.ex._._ .��_ yw..m...r_ � , . �,.s ._ �:.w �. ,� .. __. �_ � .�� ;u .,. •, ,..,,'��� ��a FLOOD ,37 vn TELEPHONE o �. a SIGNS, & RAMPS 33 61. LIMIT THIS DOCUMENT IS RELEASED PEDESTAL " 13.0 16.50' 9 S C ('x18 )=2 2.00 \ � " `� 9� �S (� FOR THE PURPOSE OF INTERIM �. "' REVIEW UNDER THE AUTHORITY ,� A\ J G.M. - C.I. - �'L� as.IT M- 20 PUBLIC Q - METCALF,j' 25. m= _ 7.5' ETBACK LINE NO. 88583, 0 25, M ETGAL P UTILITY EASEMENT �. { - - - - - - N FEBRUARY _- O (1292/209) CONSTRUE 2009. IT IS NOT TO BE USED MOUNTABLE TBM #1 VARIABLE WIDTH S 76' 11' 24" W - 566.54' FOR CONSTRUCTION, BIDDING 'Zi�L, CURB & END ELEV.=261.80' DRAINAGE EASEMENT GREENSWAY DEDICATION ZONED. C-2 OR PERMIT PURPOSES. F DRIVEWAY (7543/284) 1.675 ACRES 1 1 2" - - - - - _ NOW OR FORMERLY I.R. \ .� / _ _ . 8' HIGH SCREENING - - - - - - - - REGENCY PARKWAY INC. - - - - YEAR FLOODPLAIN LIMIT \ (VOLUME 2315, PAGE -151) \ (' WALL FOR CONCRETE FEMA LOMR-F CASE NO. 06-06-BB40A ZONED: C-1 DUMPSTER PAD & DATED AUGUST 8, 2006 f�o SERVICE YARD M.H. HIGH RIDGE SUBDIVISION NOW OR FORMERLY \\ LOT 3 - BLOCK 1 ASHLEY BTS, JV 11, HIGH RIDGE SUBDIVISION 0.36 ACRES L.P. LOT 2B - BLOCK 1 �� • (VOLUME 7489, PAGE 154) 2.2729 ACRES 50'-0" 25-0" 25'-0" to z- TYPICAL 24"0 CONCRETE PIER EXISTING 6" PROPOSED CONCRETE RAISED CURB RETAINING WALL 3" CLEAR PLAN VIEW Q Li J PROPOSED CONCRETE RETAINING WALL 24"0 PIER #3 SPIRAL TIES Q 12" 0. C. .©::� TYPICAL PIER DETAIL / 00 50'-0" 25-0" 25'-0" to z- TYPICAL 24"0 CONCRETE PIER EXISTING 6" PROPOSED CONCRETE RAISED CURB RETAINING WALL 3" CLEAR PLAN VIEW Q Li J PROPOSED CONCRETE RETAINING WALL 24"0 PIER #3 SPIRAL TIES Q 12" 0. C. .©::� TYPICAL PIER DETAIL i 1\VI-- VJLV VVIY VI\I-11- PIERS (TYPICAL) ��2LO SIDE VIEW 4. THE ENGINEER SHALL BE IMMEDIATELY CONTACTED SHOULD GROUND CONCRETE RETAINING WALL & PIERS DETAIL WATER BE ENCOUNTERED DURING ANY OF THE DRILLING PROCESS. N.T.S. I- u GENERAL CONSTRUCTION NOTES: SITE NOTES:z w Q 1. THE CONTRACTOR SHALL PROMPTLY NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THESE PLANS 1. A PORTION OF THIS SITE DOES LIE WITHIN THE 100-YEAf FLOODI LAI AS GRAPHICALLY DEPICTED FEMA FIRM V) O AND OTHER CONSTRUCTION DRAWINGS OF DIFFERING DISCIPLINES & SPECIFICATIONS. COMMUNITY NO. 48041, PANEL NO, 0142 C, WITH AN EFFECT E DAT OF JULY 21 1992. A MAJORITY OF THIS v FLOODPLAIN WAS REMOVED BY FEMA LOMR-F CASE NO. 06-0 -BB40 DA ED AUGUST 8, 2006. THE FLOODPLAIN z W X 2. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF THE EXISTING LIMIT ILLUSTRATED DEPICTS THIS REVISED FLOODPLAIN LINE. j O E UTILITIES AS SHOWN ON THESE CONSTRUCTION PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY t^ Q COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE 2. DESIGNATED HANDICAP PARKING SPACES, WALKS & RAMPS] . HALL MEET 'LL TAS & ANSI STANDARDS. z V) tn LL " p O1 RELIED UPON AS BEING. EXACT OR COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO AVOID ALL EXISTING < V, E Y UTILITIES AND REPAIR ANY DAMAGED LINES, AT HIS OWN EXPENSE, WHETHER THE UTILITY IS SHOWN ON THE 3. ALL ROOF & GROUND -MOUNTED MECHANICAL EQUIPMENT) ALL BE SCI,EENED FROM VIEW OR ISOLATED SO AS J > 1 . �"`� U } PLANS OR NOT. THE CONTRACTOR SHALL NOTIFY THE APPROPRIATE UTILITY COMPANY 48 HOURS PRIOR TO NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY OR RE DENTIAL DIS ICT WITHIN 150 FEET OF THE SUBJECT h W 1�.yu (/ - ANY EXCAVATION. THE CONTRACTOR SHALL ALSO NOTIFY THE ENGINEER IF DESIGN CHANGES NEED TO BE LOT, MEASURED FROM A POINT FIVE FEET ABOVE THE GRADE. THIS SCREENING SHALL BE COORDINATED WITH THE ISL �I I..L� W �--� m w " MADE IN THE FIELD. BUILDING ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED AP ARANC Q N 5 Ld CONTACT INFORMATION: 4. ENHANCED PAVING FOR CONCRETE SIDEWALKS SHALL CON I T OF E HE BRICK PAVERS OR STAMPED CONCRETE. '^ F-- W TEXAS ONE CALL: 800-245-4545 COLOR AND PATTERN SHALL BE DETERMINED BY THE OWNER UT GRE 0 NATURAL CONCRETE COLORS ARE NOT O O Q LONE STAR ONE CALL: (800) 669-8344 PERMITTED. W V I Q TEXAS EXCAVATION SAFETY SYSTEM (DIGTESS): (800) 344-8377 W I Urj 5. WHEN BUILDING SETBACKS AND EASEMENT LINES OVERLAP LY THE EASEMENT LINE IS SHOWN. CoCS: ELECTRICAL DIVISION - (979) 764-3660 J �h X !! ^^ W D CoCS: WATER &SEWER DIVISION - (979) 764-3435 V W J V z Q 6. 100% COVERAGE OF GROUND COVER, DECORATIVE PA I` G, DECORATIVE ROCK, OR A PERENNIAL GRASS IS > W O VERIZON:. JIM SURVANT - (979) 821-4300 E z _ - _ . - _. _ _ _ REQUIRED IN --PAR G- OT '_ _ _ _ _ _RIGHT-OF-WAY_ KIN L ISLANDS LLS AND -DRAT A E FARKING LOT SE AC - N GE EAS K LH E ___ r ATMOS ENERGY. KIMBERLY WINN - (979) 774-2506 AND ADJACENT PROPERTY DISTURBED DURING 'CONSTRUCTION. R' II Y J CL EXXON -MOBILE: MICHAEL HLUZA - (281) 591-3720 SEMINOLE PIPELINE: JIM ROLAND - (979) 421-04607. THE CONTRACTOR SHALL CONTACT MR. WALLY URRUTA, CC PUBLIC' WOR�IKS - SANITATION (979-764-3841), FOR w ■ .. CITGO GAS: DOUG CLINE (713) 416-1289 FIELD VERIFICATION PRIOR TO FORMING OR PLACEMENT OF CON'C ETE FO' ALIT DUMPSTER PADS. Q Q V O ENERGY TRANSFER PIPELINE: JEFF MULLINS - (979) 820-5796 SUDDENLINK: MIKE LAVENDER - (979) 846-2229 8. ALL BUILDING AND FREE-STANDING SIGNS WILL BE PERMITTE SEPAR TEL 0 Z Z 0 W 3. CONTRACTOR TO VERIFY ALL UNDERGROUND UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION. 9. THE DUMPSTER ENCLOSURE IS STRICTLY FOR THE USE OF TIE GARB GE DUMPSTER ONLY. w 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING UTILITIES OR SERVICE z LINES THAT ARE CROSSED OR EXPOSED DURING CONSTRUCTION OPERATIONS. WHERE EXISTING UTILITIES OR DIMENSIONALCON�QLNO�SCON�QL NOBS: SERVICE LINES ARE CUT, BROKEN, OR DAMAGED, THE CONTRACTOR SHALL REPAIR OR REPLACE THE UTILITIES OR SERVICE LINE WITH THE SAME TYPE OF MATERIAL AND CONSTRUCTION OR BETTER; THIS MATERIAL AND 1. THE CONTRACTOR MAY OBTAIN AN ELECTRONIC COPY OE HE SITE PLAN FOR CONSTRUCTION PURPOSES. THE WORK SHALL BE AT THE CONTRACTOR'S OWN EXPENSE. ELECTRONIC FILE AND INFORMATIONGENERATED, BY RME CC 4SULTING ENGINEERS (RME), FOR THIS PROJECT IS 5. DURING THE EXECUTION OF THE WORK, THE CONTRACTOR SHALL MAINTAIN THE PROJECT SITE IN AN CONSIDERED BY RME TO BE CONFIDENTIAL. WHEN ISSUED, I S USE IS �NTEND SOLELY FOR THE INDIVIDUAL OR ENTITY TO WHICH IT IS ADDRESSED. THIS MATERIAL IS INTEN ED FO USE BY THE RECIPIENT NAMED, ONLY, AND CLIENT INFORMATION ORDERLY AND ACCEPTABLE MANNER AS FAR AS PRACTICAL. THE CONTRACTOR SHALL CLEAN AND REMOVE PERMISSION IS NOT GRANTED TO THE RECIPIENT FOR DISTRIBLTIDN OF T ESE DOCUMENTS IN ANY FORM OR FASHION. FROM THE PROJECT AREA ALL SURPLUS AND DISCARDED MATERIALS, TEMPORARY STRUCTURES, AND DEBRIS OF THE RECIPIENT UNDERSTANDS THAT THIS DATA IS AUTHORI ED "AS� IS WITHOUT ANY WARRANTY AS TO ITS NINFA'S MEXICAN RESTAURANT ANY KIND AND SHALL LEAVE THE PROJECT SITE IN A NEAT AND ORDERLY CONDITION. ALL CLEAN UP WILL BE PERFORMANCE, ACCURACY, FREEDOM FROM ERROR, OR AS ANY RE ULTS GENERATED THROUGH ITS USE. THE c/o MARIO RODRIGUEZ DONE TO THE SATISFACTION OF THE ENGINEER. RECIPIENT ALSO UNDERSTANDS AND AGREES THAT RME, UPON 0 1 ELEASE OF SUCH DATA, IS NO LONGER RESPONSIBLE 1007 EARL RUDDER FREEWAY FOR THEIR USE OR MODIFICATION. THE USER AND RE IPIENT OF �HE ELECTRONIC DATA ACCEPTS FULL COLLEGE STATION, TX 77840 6. CONTRACTOR SHALL COMPLY WITH LATEST EDITION OF OSHA REGULATIONS AND THE STATE OF TEXAS LAWS RESPONSIBILITY AND LIABILITY FOR ANY CONSEQUENCES ARISING UT OF HEIR USE. CONCERNING EXCAVATION. OFF: (979) 693-0506 7. CONTRACTOR SHALL MAINTAIN A SET OF REDLINE DRAWINGS, RECORDING AS -BUILT CONDITIONS DURING 2. ALL DIMENSIONS SHOWN ARE TO BE USED IN CONJUNCTION WITH T SE PLANS FOR LOCATING ALL IMPROVEMENTS FAX: (979) 693-0207 CONSTRUCTION. THESE REDLINE MARKED UP DRAWINGS WILL BE SUBMITTED TO THE DESIGN CONSULTANT WHO AND SHALL BE FIELD VERIFIED BY THE CONTRACTOR FOR WORKA 31LITY PINOR TO CONSTRUCTION OF IMPROVEMENTS. FILENAME: 0371 SP1A I SCALE: 1 "=30' WILL MAKE THE CHANGES ON THE ORIGINAL TRACINGS, LABELING EACH SHEET IN THE SET AS "RECORD 3. UNLESS OTHERWISE SHOWN, ALL DIMENSIONING IS TO THE CK • OF CURB OR EDGE OF PAVEMENT, WHICHEVER IS SUBMITTED DATE: FEBRUARY 25, 2009 DRAWINGS", AND RETURNING SAME TO THE CITY ENGINEER. APPLICABLE. i DRAWN BY: A.J.B. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFEGUARDING AND PROTECTING ALL MATERIAL AND 4. UNLESS OTHERWISE SHOWN, ALL RADIUS FOR CURBS ARE 4' 0" (AT -AUt. OF CURB) AND 2'-0" FOR SIDEWALKS. CHECKED BY: R.A.M. EQUIPMENT STORED ON THE JOBSITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE STORAGE OF MATERIALS IN A SAFE AND WORKMANLIKE MANNER TO PREVENT INJURIES, DURING AND AFTER WORKING HOURS, FIELD BOOK: PAGES: 5. THE BOUNDARY SURVEY DATA ILLUSTRATED WAS PERFORM AND P OVI ED BY McCLURE & BROWNE ENGINEERING UNTIL PROJECT COMPLETION. & SURVEYING. ALL TOPOGRAPHICAL DATA ILLUSTRATED WAS PI OVIDED Y AN ON -THE -GROUND SURVEY PERFORMED RME CONSULTING ENGINEERS 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PAY FOR AND OBTAIN ALL REQUIRED PERMITS BY THIS OFFICE. CLIENT NO. PROJECT NO.'', AND INSPECTION APPROVALS FOR ALL WORK SHOWN. 6. PROJECT BENCHMARK: BRIDGE DECK OF PRIVATE I OAD! BE, CROSSING CARTERS CREEK, LOCATED 208 - 0371 1 10. ANY ADJACENT PROPERTY AND RIGHT-OF-WAY DISTURBED DURING CONSTRUCTION WILL BE RETURNED TO APPROXIMATELY 500 LINEAR FEET NORTH AND UPSTREAM OFC TERS EE THEIR EXISTING CONDITIONS OR BETTER. ELEV. = 262.40' TBM1�: SQUARE CHISELED IN NE CORNER OF HEAD L FOR 6'x4 BOX CULVERT LOCATED NEAR THE SW CORNER OF THE SUBJECT TRACT. ® � ELEV. = 261.80 SHEET NO. OF 1 . I i R 25 -0 PROPOSED CONCRETE PIERS (TYPICAL) PROFILE VIEW PIER & WALL NOTES: 1. CONCRETE SHALL BE A FIVE (5) SACK MIX WITH A MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 DAYS. 2. DRILLED PIERS SHALL BE DRILLED, UNDEREAMED, AND PLACEMENT OF STEEL AND CONCRETE IN A FAIRLY UNIFORM FASHION. DRILL SHAFTS SHALL NOT BE LEFT EXPOSED WITHOUT PLACEMENT OF CONCRETE FOR MORE THAN FOUR (4) HOURS. 3. CONCRETE FOR PIERS SHALL BE PLACED USING A TREMIE, ALLOWING CONCRETE TO FREE DROP NO MORE THAN EIGHT (8) FEET i 1\VI-- VJLV VVIY VI\I-11- PIERS (TYPICAL) ��2LO SIDE VIEW 4. THE ENGINEER SHALL BE IMMEDIATELY CONTACTED SHOULD GROUND CONCRETE RETAINING WALL & PIERS DETAIL WATER BE ENCOUNTERED DURING ANY OF THE DRILLING PROCESS. N.T.S. I- u GENERAL CONSTRUCTION NOTES: SITE NOTES:z w Q 1. THE CONTRACTOR SHALL PROMPTLY NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THESE PLANS 1. A PORTION OF THIS SITE DOES LIE WITHIN THE 100-YEAf FLOODI LAI AS GRAPHICALLY DEPICTED FEMA FIRM V) O AND OTHER CONSTRUCTION DRAWINGS OF DIFFERING DISCIPLINES & SPECIFICATIONS. COMMUNITY NO. 48041, PANEL NO, 0142 C, WITH AN EFFECT E DAT OF JULY 21 1992. A MAJORITY OF THIS v FLOODPLAIN WAS REMOVED BY FEMA LOMR-F CASE NO. 06-0 -BB40 DA ED AUGUST 8, 2006. THE FLOODPLAIN z W X 2. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF THE EXISTING LIMIT ILLUSTRATED DEPICTS THIS REVISED FLOODPLAIN LINE. j O E UTILITIES AS SHOWN ON THESE CONSTRUCTION PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY t^ Q COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE 2. DESIGNATED HANDICAP PARKING SPACES, WALKS & RAMPS] . HALL MEET 'LL TAS & ANSI STANDARDS. z V) tn LL " p O1 RELIED UPON AS BEING. EXACT OR COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO AVOID ALL EXISTING < V, E Y UTILITIES AND REPAIR ANY DAMAGED LINES, AT HIS OWN EXPENSE, WHETHER THE UTILITY IS SHOWN ON THE 3. ALL ROOF & GROUND -MOUNTED MECHANICAL EQUIPMENT) ALL BE SCI,EENED FROM VIEW OR ISOLATED SO AS J > 1 . �"`� U } PLANS OR NOT. THE CONTRACTOR SHALL NOTIFY THE APPROPRIATE UTILITY COMPANY 48 HOURS PRIOR TO NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY OR RE DENTIAL DIS ICT WITHIN 150 FEET OF THE SUBJECT h W 1�.yu (/ - ANY EXCAVATION. THE CONTRACTOR SHALL ALSO NOTIFY THE ENGINEER IF DESIGN CHANGES NEED TO BE LOT, MEASURED FROM A POINT FIVE FEET ABOVE THE GRADE. THIS SCREENING SHALL BE COORDINATED WITH THE ISL �I I..L� W �--� m w " MADE IN THE FIELD. BUILDING ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED AP ARANC Q N 5 Ld CONTACT INFORMATION: 4. ENHANCED PAVING FOR CONCRETE SIDEWALKS SHALL CON I T OF E HE BRICK PAVERS OR STAMPED CONCRETE. '^ F-- W TEXAS ONE CALL: 800-245-4545 COLOR AND PATTERN SHALL BE DETERMINED BY THE OWNER UT GRE 0 NATURAL CONCRETE COLORS ARE NOT O O Q LONE STAR ONE CALL: (800) 669-8344 PERMITTED. W V I Q TEXAS EXCAVATION SAFETY SYSTEM (DIGTESS): (800) 344-8377 W I Urj 5. WHEN BUILDING SETBACKS AND EASEMENT LINES OVERLAP LY THE EASEMENT LINE IS SHOWN. CoCS: ELECTRICAL DIVISION - (979) 764-3660 J �h X !! ^^ W D CoCS: WATER &SEWER DIVISION - (979) 764-3435 V W J V z Q 6. 100% COVERAGE OF GROUND COVER, DECORATIVE PA I` G, DECORATIVE ROCK, OR A PERENNIAL GRASS IS > W O VERIZON:. JIM SURVANT - (979) 821-4300 E z _ - _ . - _. _ _ _ REQUIRED IN --PAR G- OT '_ _ _ _ _ _RIGHT-OF-WAY_ KIN L ISLANDS LLS AND -DRAT A E FARKING LOT SE AC - N GE EAS K LH E ___ r ATMOS ENERGY. KIMBERLY WINN - (979) 774-2506 AND ADJACENT PROPERTY DISTURBED DURING 'CONSTRUCTION. R' II Y J CL EXXON -MOBILE: MICHAEL HLUZA - (281) 591-3720 SEMINOLE PIPELINE: JIM ROLAND - (979) 421-04607. THE CONTRACTOR SHALL CONTACT MR. WALLY URRUTA, CC PUBLIC' WOR�IKS - SANITATION (979-764-3841), FOR w ■ .. CITGO GAS: DOUG CLINE (713) 416-1289 FIELD VERIFICATION PRIOR TO FORMING OR PLACEMENT OF CON'C ETE FO' ALIT DUMPSTER PADS. Q Q V O ENERGY TRANSFER PIPELINE: JEFF MULLINS - (979) 820-5796 SUDDENLINK: MIKE LAVENDER - (979) 846-2229 8. ALL BUILDING AND FREE-STANDING SIGNS WILL BE PERMITTE SEPAR TEL 0 Z Z 0 W 3. CONTRACTOR TO VERIFY ALL UNDERGROUND UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION. 9. THE DUMPSTER ENCLOSURE IS STRICTLY FOR THE USE OF TIE GARB GE DUMPSTER ONLY. w 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING UTILITIES OR SERVICE z LINES THAT ARE CROSSED OR EXPOSED DURING CONSTRUCTION OPERATIONS. WHERE EXISTING UTILITIES OR DIMENSIONALCON�QLNO�SCON�QL NOBS: SERVICE LINES ARE CUT, BROKEN, OR DAMAGED, THE CONTRACTOR SHALL REPAIR OR REPLACE THE UTILITIES OR SERVICE LINE WITH THE SAME TYPE OF MATERIAL AND CONSTRUCTION OR BETTER; THIS MATERIAL AND 1. THE CONTRACTOR MAY OBTAIN AN ELECTRONIC COPY OE HE SITE PLAN FOR CONSTRUCTION PURPOSES. THE WORK SHALL BE AT THE CONTRACTOR'S OWN EXPENSE. ELECTRONIC FILE AND INFORMATIONGENERATED, BY RME CC 4SULTING ENGINEERS (RME), FOR THIS PROJECT IS 5. DURING THE EXECUTION OF THE WORK, THE CONTRACTOR SHALL MAINTAIN THE PROJECT SITE IN AN CONSIDERED BY RME TO BE CONFIDENTIAL. WHEN ISSUED, I S USE IS �NTEND SOLELY FOR THE INDIVIDUAL OR ENTITY TO WHICH IT IS ADDRESSED. THIS MATERIAL IS INTEN ED FO USE BY THE RECIPIENT NAMED, ONLY, AND CLIENT INFORMATION ORDERLY AND ACCEPTABLE MANNER AS FAR AS PRACTICAL. THE CONTRACTOR SHALL CLEAN AND REMOVE PERMISSION IS NOT GRANTED TO THE RECIPIENT FOR DISTRIBLTIDN OF T ESE DOCUMENTS IN ANY FORM OR FASHION. FROM THE PROJECT AREA ALL SURPLUS AND DISCARDED MATERIALS, TEMPORARY STRUCTURES, AND DEBRIS OF THE RECIPIENT UNDERSTANDS THAT THIS DATA IS AUTHORI ED "AS� IS WITHOUT ANY WARRANTY AS TO ITS NINFA'S MEXICAN RESTAURANT ANY KIND AND SHALL LEAVE THE PROJECT SITE IN A NEAT AND ORDERLY CONDITION. ALL CLEAN UP WILL BE PERFORMANCE, ACCURACY, FREEDOM FROM ERROR, OR AS ANY RE ULTS GENERATED THROUGH ITS USE. THE c/o MARIO RODRIGUEZ DONE TO THE SATISFACTION OF THE ENGINEER. RECIPIENT ALSO UNDERSTANDS AND AGREES THAT RME, UPON 0 1 ELEASE OF SUCH DATA, IS NO LONGER RESPONSIBLE 1007 EARL RUDDER FREEWAY FOR THEIR USE OR MODIFICATION. THE USER AND RE IPIENT OF �HE ELECTRONIC DATA ACCEPTS FULL COLLEGE STATION, TX 77840 6. CONTRACTOR SHALL COMPLY WITH LATEST EDITION OF OSHA REGULATIONS AND THE STATE OF TEXAS LAWS RESPONSIBILITY AND LIABILITY FOR ANY CONSEQUENCES ARISING UT OF HEIR USE. CONCERNING EXCAVATION. OFF: (979) 693-0506 7. CONTRACTOR SHALL MAINTAIN A SET OF REDLINE DRAWINGS, RECORDING AS -BUILT CONDITIONS DURING 2. ALL DIMENSIONS SHOWN ARE TO BE USED IN CONJUNCTION WITH T SE PLANS FOR LOCATING ALL IMPROVEMENTS FAX: (979) 693-0207 CONSTRUCTION. THESE REDLINE MARKED UP DRAWINGS WILL BE SUBMITTED TO THE DESIGN CONSULTANT WHO AND SHALL BE FIELD VERIFIED BY THE CONTRACTOR FOR WORKA 31LITY PINOR TO CONSTRUCTION OF IMPROVEMENTS. FILENAME: 0371 SP1A I SCALE: 1 "=30' WILL MAKE THE CHANGES ON THE ORIGINAL TRACINGS, LABELING EACH SHEET IN THE SET AS "RECORD 3. UNLESS OTHERWISE SHOWN, ALL DIMENSIONING IS TO THE CK • OF CURB OR EDGE OF PAVEMENT, WHICHEVER IS SUBMITTED DATE: FEBRUARY 25, 2009 DRAWINGS", AND RETURNING SAME TO THE CITY ENGINEER. APPLICABLE. i DRAWN BY: A.J.B. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFEGUARDING AND PROTECTING ALL MATERIAL AND 4. UNLESS OTHERWISE SHOWN, ALL RADIUS FOR CURBS ARE 4' 0" (AT -AUt. OF CURB) AND 2'-0" FOR SIDEWALKS. CHECKED BY: R.A.M. EQUIPMENT STORED ON THE JOBSITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE STORAGE OF MATERIALS IN A SAFE AND WORKMANLIKE MANNER TO PREVENT INJURIES, DURING AND AFTER WORKING HOURS, FIELD BOOK: PAGES: 5. THE BOUNDARY SURVEY DATA ILLUSTRATED WAS PERFORM AND P OVI ED BY McCLURE & BROWNE ENGINEERING UNTIL PROJECT COMPLETION. & SURVEYING. ALL TOPOGRAPHICAL DATA ILLUSTRATED WAS PI OVIDED Y AN ON -THE -GROUND SURVEY PERFORMED RME CONSULTING ENGINEERS 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PAY FOR AND OBTAIN ALL REQUIRED PERMITS BY THIS OFFICE. CLIENT NO. PROJECT NO.'', AND INSPECTION APPROVALS FOR ALL WORK SHOWN. 6. PROJECT BENCHMARK: BRIDGE DECK OF PRIVATE I OAD! BE, CROSSING CARTERS CREEK, LOCATED 208 - 0371 1 10. ANY ADJACENT PROPERTY AND RIGHT-OF-WAY DISTURBED DURING CONSTRUCTION WILL BE RETURNED TO APPROXIMATELY 500 LINEAR FEET NORTH AND UPSTREAM OFC TERS EE THEIR EXISTING CONDITIONS OR BETTER. ELEV. = 262.40' TBM1�: SQUARE CHISELED IN NE CORNER OF HEAD L FOR 6'x4 BOX CULVERT LOCATED NEAR THE SW CORNER OF THE SUBJECT TRACT. ® � ELEV. = 261.80 SHEET NO. OF 1 . I i