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HomeMy WebLinkAboutDrawings (12-200)R=25.00' R=25.00' TRAFFIC POLE D=89'59'12" i'� D=89'59'12" A=39.26' A=39.26' �� SANITARY EXISTING ,2» -- T=24.99' ./�Q T=24.99' FM SEWER,. CHORD=35.35' CHORD=35.35' -N- `�_ EL IcLL j BEAR=S 6517'38" W �'- BEAR=S 65'17'38" W wP1tl - A►-�i `CHORD=S 61'47 00 W-35.35 �R�O���p, CHORD=S 61'47 00 W-35.35 '( oof . CJ`� d R�GN pL C L (PLAT CALLS) N �,, (PLAT CALLS) M.H. ,13�19"E - 157.19 _ ,,.... M. � �� ���� R\G " E v57•19� OS GAS N ti "'� FREE-ST�AH. NDIN T.P.o ^/ ` `N w► ao•A2!36 I, RISER �`� v 1`i i7 `C ° SIGN O 50 100 WJ ❑ _ / ° 0 50 100 SCALE- 1" = 100' � �g1�� �- 34 / , SCALE: 1" = 100, 1�g14 /`34 /100 i A ELECTRICAL \ ` ` ELECTRICAL t "X" MARKED '��/ ti'� VAULT VAULT "X" MARKED ,�64 IN CONCRETE�6! L.P. ` IN CONCRETE •55 N N �� / i / 20' P.U.E. EXISTING 12" L.P. t° 0P.U.E. (2333/250) WATER LINE / /W. 2333 2/ / / u / LP 0, / 1 / EXISTING 12» / G.V. SANITARY \ / / F.H. SEWER o s / ,� � � \ � F ���,� l / h 2• \ / � \moo (LP O t J\ L.P. �j/ / // \ \ tj• / ' 30' PRIVATE CUES �f �ti /f / /-� \ �" 30' PRIVATE ACCESS 60 \ \ ESMT. (3314/1�& ESMT. (3314/145)�& 10' P.U.E. // 10' P.U.E. PUBLIC ACCESS ,SM co. P PUBLIC ACCESS SMT. LOT 2R1 F, 3490/269) \ \ (3490/269) \ (3490/269) G.M. OP�� ' �/ \ (3490/269) / BLOCK 1 WHEELER SUBDIVISION \ ` J� r' WHEELER SUBDNISION \ ` (3.39 ACRES) EASTE OD PHASE TWO r-`v� \ ,� , PHASE TWO a j i 2154 _ \ AIRP T VICINITY MAP LOT 1 R, BLOCK 1 \ \/H -FLAG POLE LOT 1 R, BLOCK 1 \� / VOLUME 3490, PAGE 269 EXISTING 8"� \ / 5 VOLUME 3490, PAGE 269 (2.40 ACRES) WATER LINE m L.P.:; -� I (2.40 ACRES) \ \ f FINAL PLAT NOTES: 7 S 89'45'09' E L.P. NOW OR FORMERLY L.P. ° 11 ;;,_ � i NOW OR FORMERLY KYLE LEGENDS I LP \ °° I I KYLE LEGENDS I LP \ \ W 54,59' �. I 1. (0/D.R.B.C.T.) DENOTES OFFICIAL/DEED RECORDS OF BRAZOS COUNTY, TEXAS. VOLUME 5682, PAGE 291 M H / s • C.O. VOLUME 5682, PAGE 291 / 'n o `o G, GREASE TRAP St W.M EXISTING 6» \ �7• M o 2. NO 100-YEAR FLOOD PLAIN IS CONTAINED ON THIS LOT AS GRAPHICALLY DEPICTED ON ' ® c_o, AlQwATER uNE 9 0' A - S851427' E' - 177 'M F.E.M.A.- FIRM COMMUNITY PANEL NO. 48041C 0215E MAY 16 2012 AND PER THE LOMR-F CASE _ - __ _v _ - -_ • - - - _ - - - - - 8 _ -- NO. 07-06-2600A, DATED OCTOBER 25, 2007. 20 SANITARY SEWER F.H. �. G.v. mow. off--. 20 SANITARY SEWER,.�.�---�--�.-.. _. � �r� _ � '� 1� ESMT. (399/590) G o p G.V. - w - - w .H. ESMT. (399/590) / N 8 /� ' RISER \ EXISTING 12» / / F.D.C. L•P•zi 3. BASIS OF BEARING. BEARING SYSTEM SHOWN HEREON IS BASED ON GRID NORTH AS SANITARY � ELECTRICAL G.V. / / `' \ S s\ N 427 W - 178 42' --� ESTABLISHED FROM GPS OBSERVATION (NAD 88). „ / TRANSFORMER " / � f f + x' ARKED\ 8.21' �S� � i GAS RISER °• / /IN CONCRETE PROPERTY CORNERS RE MON M TED Y 1 0 D UNLESS OTHERWISE SEWER X' ARKEb 4. ALL A U EN B 2 IRON RODS N THER SE NOTED. / M.H. /N NCRETE / \ EXISTING 8" 30' LONE STAR / / cv +\ 30' LONE STAR / S NITARY SEWER GAS EASMENT i ss � ! � GAS EASMENT I ' „ / L.P. \ % (61/655 RELEASE f / 5. DIMENSIONS SHOWN INTERIOR TO THE LOT, ALONG CURVES, BEGINNING WITH A ARE ARC ) x( L.P.� / / / \ (61 /655)-RELEASE RECORDS PER + 86� + It" LENGTHS. M.H. / ' 41 N PLAT (3490/269) T / / i I N PLAT (3490/269) / , ! :'lt ° 73 rp' 6. THIS DOCUMENT WAS PREPARED WITH THE BENEFIT OF A TITLE REPORT PREPARED BY UNIVERSITY LP. _ _ _ LP. � TITLE COMPANY, COLLEGE STATION, TX ISSUED GF#152666 (DATED AUGUST 20, 2012). MATTERS •.� CONTAINED IN SCHEDULE B, ITEM 10 ARE ADDRESSED AS FOLLOWS: \ LP. z u� Q 10D _ BLANKET EASEMENT TO THE CITY OF BRYAN (98/220) DOES APPLY (NOT APPLY TO / r CTRICAL • ' \ / - 1 \ 3 F H. 3 PLOT). I _S -OUT 'r7 • )_ _ F:. \.-' 1OF - TEMPORARY BLANKET EASEMENT TO THE CITY OF COLLEGE STATION 8451 87 ELECTRICAL I O / ( / ) L 3 / d I \ t RELEASED WITH THIS REPLAT. 'r d- \ n ;••`: 2 �° / T / � T 10G -PRIVATE ROADWAY EASEMENT 3314 145 APPLIES. / \ - dr _ o \ ' �..j G.V. J \ \ /Q "�+.J 10H PROTECTED ACCESS IN MEMORANDUM OF LEASE (8030/37) APPLIES. �� C� L9 ' / 10J -PROTECTED ACCESS IN DECLARATION OF EASEMENT 8030 44 APPLIES. ELECTRICAL 'f�' / 7. THE 0.447 ACRE PRIVATE ACCESS EASEMENT IS FOR THE BENEFIT OF LOT 2R1 AND 2R2 SOLELY. 100-YEAR \� i' �j � PANELS � ,/ 100-YEAR \ FLOODPLAIN (SEE �A.I. \ L•P, / � FLOODPLAIN (SEE MAINTENANCE OF THIS PRIVATE PARKING AND DRIVE SHALL BE THE RESPONSIBILITY OF THE PROPERTY NOTE #2) "-I NOTE #2) \ ` / \ "J OWNER(S) OF LOT 2R1 & 2R2. r r , S 42' 0'39" W �, \ 17 35' V, \ 8. TOPOGRAPHICAL AND UTILITY INFORMATION, SHOWN IN THE. "ORIGINAL PLAT/EXISTING CONDITIONS", ARE FROM AND ON -THE -GROUND SURVEY. UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE / - 00' WAY ONLY =52 - • � l '4T17" � � / 4 f \ ° A=40.96' ` \ / CERTIFICATE OF SURVEYOR r GAS RISER \ CHD B=S 1'1545" E ` / 1 STATE OF TEXAS W.M. CHD=136.03' s % 10, P.U.E. \ \ � ..- � ✓ / _--�\ ` j 1 � � \ 10 P.U.E. COUNTY OF BRAZOS (3490/269) / LOT 2 ^� / �, \ \ \ (3490/269) LOT 2R2 / / /8" I.R.F BLOCK 1 �.. , ' / /8' LR.F. BLOCK 1 / 1, RBAP KERR Registered Professional Land Surveyor No. 4502, in the State of Texas, hereby (6.08 ACRES) _ r1 `; l J / \ (2.69 ACRES) s S / / / certify that this plat is true and correct and was prepared from an actual survey of the FENCE lit' NG WOOD �' - - '1_y ` ` . �% 60?Sj�. property and that property markers and monuments were placed under my supervision on the 10' WATER ` I i� f' 10' WATER S 84.52'09» , / ground. LINE ESMT. A LP. f i( LINE ESMT. \ 1$$$' �"' � F (690/175) �/�/� �\ / \ /. (690/175) \ o. � \ r 9 r l W.M. 9• 3bO;. \� t - A.I. STUB -OUT / \ 00% \ / R=656.00' yI , ?> /Q�BRAD KERR, RPLS No. 4502 \� / �` D=62'12'41" * 30 BUFFER YARD 5' RSOIDWALDK i A=712.28' 30' BUFFER YARD \ (3�9a/26-9), \ / \ (3490/269) / q� \ \EXISTING 8» T=395.81' /\' .'' R=656.00 _ _ \ WATE\`NE ", % CHORD=677.80' / / D=62'12'41" W.M. \ \ 10 U E - ' " \ 10' P U E A=712 28' SURVEYED BY: KERR SURVEYING, LLC 409 NORTH TEXAS AVENUE BRYAN, TEXAS 77803 PHONE (979) 268-3195 44 F.H. E TRICAL / BEAR-S 10 4819 W / s e�ouT _. �(3490/269) - �, ' - (3490/269) - - - _ T=395.81_ _ CHORD- - - _ _ --- - --__ _ , �, -_ -_ _, , . -S 1419 01 W 67�-80- �_ - _ ,_ � _ _ .._. \ _ ,: _ . a \, _ PLAT CALLS - CHORD=677 80' / \ EXISTING 6S O� ( ) / �^ \ \ SANITARY SEwER�\ / EXISTING 16" �� / / > \ \ / BEAR=S 10'48'19" W FINAL ADJ #1 / / ^ _ �\ ATMO RSER� GAS WATER LIN CABLE BOX ADJ #1 \ \ OF V. WHEELER `' ' 5' P.U.E. \ \ �� - DIVISION X �251/32) <2251/329) \ ALLEY ESMT. \ G.v Syr ALLEY ESMT. 2251/329) L.P '•���� 2251/329) �� LOT 2R1 & 2R2 BLOCK ONE \> _� , P ASE TWO ORIGINAL PLAT \> CoCS GPS MON. #122 BEARS, �, EXISTING CONDITIONS _ CoCS GPS MON. #122 BEARSI TS 77'12'02 W - 2900.24 \ 6� 1/2" S 7712'02 W - 2900.24 \/ 1 /2" R___E_PLAT LOT2 BLOCKONE / / I.R.F. ss / I.R.F. CERTIFICATE OF CITY ENGINEER CERTIFICATE OF THE COUNTY CLERK CERTIFICATE OF OWNERSHIP AND DEDICATION STATE OF TEXAS STATE OF TEXAS COUNTY OF City Engineer of the City of College STATE OF TEXAS " Station, Texas, hereby certify that this Subdivision Plat conforms to the requirements of COUNTY OF BRAZOS Before me, the undersigned authority, on this day personally appeared MAE DEAN the Subdivision Regulations of the City of College Station. COUNTY OF BRAZOS WHEELER SUCESSOR TRUSTEE known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that they executed the some for ---_--__ --__ I, _----__--_---_---_-, County Clerk, in and for said county, IMAE DEAN WHEELER, SUCESSOR TRUSTEE owner and developer of the land shown on the purpose and consideration therein stated. City Engineer do hereby certify that this plat together with its certificates of authentication was filed this plat, and designated herein as the LOTS 2R1 & 2R2 -_BLOCK ONE -_WHEELER City of College Station for record in my office the day of 20 , in SUBDIVISION, PHASE TWO Subdivision to the City of College Station, Texas, and whose Given under my hand and seal on this -_ _ day of the Deed Records of Brazos County, Texas, in Volume __-_, Page _ --- name is subscribed hereto, hereby dedicate to the use of the public forever all streets, _---_--_---_� 20_ -. alleys, parks, greensway, infrastructure, easements, and public places thereon shown for APPROVAL OF PLANNING AND ZONING COMMISSION WITNESS my hand and official Seal, at my office in Bryan, Texas the purpose and consideration therein expressed. All such dedications shall be in fee simple unless expressly provided otherwise. Chairman of the Planning and Zoning ---------- -- Commission of the City of College Station, hereby certify that the attached plat was County Clerk duly approved by the Commission on the day of Brazos County, Texas Owner -_ -------------20---• Notary Public, County, State of Texas Chairman ATTEST: Secretary CURVE DATA CURVE RADIUS ARC LENGTH DELTA ANGLE CHORD BEARING CHORD LENGTH C1 173.63' 160.32' 52-54'21" S 21'19'33" E 154.69' C2 198.63' 137.56' 39'40'48" S 28'17'45" E 134.83' C3 601.50' 242.86' 23'08'01" N 13'24'49" E 241.21' C4 6 6.50' 30 .92' 27 6'4 " S 15'35'20" W 299.01' ADJOINER #1 TWO LINCOLN PLACE LOT 11 VOLUME 2251, PAGE 329 NOW OR FORMERLY RYAN D. FULLER & REX G. FULLER VOLUME 3886, PAGE 260 LINE DATA LINE BEARING LENGTH L1 N 21'04'24" W 22.90' L2 S 64'13'27" W 15.05' L3 N 69'42'01" E 19.41' L4 S 20'18'02" E 17.36' L5 N 89'45'09" W 29.58' L6 S 33*13'33" W 20.17' L7 S 56'46'27" E 30.59' L8 N 4'45'33" E 15.00' L9 '0 " W0' (VOLUME 3490, PAGE 269) 2 LOTS - TOTAL: 6.07 ACRES COLLEGE STATION, BRAZOS COUNTY, TEXAS SURVEYED: SEPTEMBER 2012 LANDOWNER INFORMATION MAE DEAN WHEELER, SUCCESOR TRUSTEE C/o RON COWE _ 1919 WHITNEY HOUSTON, TX 77006 OFF: (713) 355-5355 ir FAX: (713) 355-1082 EMAIL. garcia@mdwheelercompanies.com FILENAME:0465RP1A SCALE:1"=20' 607 EASTMARK DR., STE. 252 <77840> SUBMITTED DATE: 9/12/12 OST OFFICE BOX 9253 REVISIONS: 'OLLEGE STATION, TEXAS 77842 DRAWN BY: R.A.M. CHECKED BY: BRAD KERR ,MAIL: civil@rmengineer.com FIELD BOOK: N/A PAGES: N/A )FFICE - (979) 764-0704 RME CONSULTING ENGINEERS 'AX - (979) 764-0704 CLIENT NO. PROJECT NO. 'EXAS FIRM REGISTRATION No. F-46951 197 - 0474 ADJUST WIDTH & TIE INTO t ' J EXISTING SIDEWALK RAMP FLUSH w/#4 DOWELS 0 12" O.C. 1 ` V. lilZ_ ELEC_ \ \ ICAL STUB -OUT \ \ \ W O SCALE: 1" = 20' \ / -----_ LOT 2 BLOCK 1 (6.08 ACRES) �\R=656.00' D=6212 41 Ile T=395.81' CHORD=677.80' t j BEAR=S 10"48'19" W \ EXISTING 8" /\\ \ WATER LINE / ` 10' P.u.E. / - % TIE INTO EXIT �\ (3490/269) / - \� INLET FLUSH w/#4 \ \ a \ DOWELS @ 12" O.C. O \ 30' BUFFER YARD \ / ��b \ (3490/269) CABLE BOX ATMOS GAS / EXISTING 16" RISER / \ / WATER LINE \ �,y \� -9. \ EXISTING 6" \ �Q+ SANITARY SEWER \ v \ ,43Ni CROSS SLOPE ---' � 2% MIN. � Ci CISS SLOPE. CROSS SLOPE SIDEWALK ? to 4°Fa 2A MAX.;1:& MIN. _< PAVEMENT W TYP. NOTE: THIS DOES NOT TAKE INTO ACCOUNT DRAINAGE REQUIREMENTS - BERMS MAY BE REQUIRED OUTSIDE- OF THE SIDEWALK. 1, 't nv0 AS STANDARDS 4"x4"01f t6" STRUCTURAL STEEL TUBING I-* -8' O.C. MAXIMUM-- i -B' O.'C. MAXIMUM-! - ! 1-12" O.C. -_-_I 1�811 O.C. 4"x4"x3116" STRUT STEEL TUBING NOTES: 1, SIDEWALK PLACEMENT SiIALL BE IN ACCORDANCE WITH B#CS UNIFIED (DESIGN GUIDELINES. 2. FINISH: LIGHT BROOM FINISH. JOINTS TO BE TOOLED 1" DEEP AT AN INTERVAL EQUAL TO THE :SIDEWALK WIDTH. EXPANSION JOINTS 44' O.C.;GONTRACT WITH #3 x 12 MARS LION JOINTS 4' O.C. 3. DOWEL IN AND Tit TO ANY CONCRETE STRUCTURE ADJACENT TO SIDEWALK (DRIVEWAY, INLET BOX, CURB, JUNCTION BOX, ETC.) 12" O.C. OR #4 x 1"'c" BARS @ 18" O.C. 4. COMPACTION: COMPA CTED SUBGRADE MATERIAL COMPACTED TO A DENSITY AT LEAST 98% OF MAXIMUM DRY DENSITY AS DETERMINED BY PROCTOR COMPACTION TEST ASTM D698 (STANDARD) AND SHALL BE 0 4% WET OF THE OPTIMUM MOISTURE CONTENT 6. A MINIMUM CLEAN PEDESTRIAN WIDTH AS DEFINED BY TAS AND ADA SHALL BE PROVIDED FOR ENTIRE LENGTH OF SIDEWALK. SEAL WITH EXPANSION JOINT MATERIAL /- SMOOTH DOWEL BAR .. / 112"'O X IS",12" O.G. if4 R (COATED WITH HEAVY \ ' F- 3d4" GREASE) 3'-0" MIN. - - 4" MAX RECYCLED MATERIAL,112"-I' '` SEE NOTE 4 THICK AS MANUFACTUREi� � �--'r:, �,. BY J,D. RUSSELL CO. OR 3" LONG METAL OR PLASTIC CAP, INSIDE APPROVED EQUAL DIAMETER TO BE 1116" GREAT 7HAN DIAMETER OF DOWEL BAR, CAP MUST #3 BARS @ 12" O.C.E.W, OR -A it =28=DAY CONCRETE BE LONG ENOUGH TO COVER 2"OF #4 BARS 18" O.C, STRENGTH 3000 PSI (DOWEL AND HAVE STOIC SI? ENO OF 0" THICK MIN.1 CAP IS 1" FROM END OF BAR. SEE FINISH MOTE I.. J IDEkNVA l 1 Xz` 1.11 ,S1R„J ALONGLOCAL ST.i.RA..-:ETS WI-00 SAWED OR FORMED, 1!8" TO 3116 SEAL WITH EXPANSION JOINT MATERIAL, MIDI. 318" R ., 'y 4., IDEA 4'x2"x311W'STRUCTURALSTEEL TUBING 1 '' "x1"x3F16" STRUCTURAL STEEL TUBING E CONNECTION DETAIL SWEEP SAND MIN 8" ti tl INTO ALL JOINTS �4. MAX 24" t CONC. SIDEWALK 6" 3-112" i .1 112' D IA. BOLT �-- ` T�`TIC�"AL P DE Tl `` � _ r: . 4, C t_1_M1D%AIL 3..JaL I1.. AT <JIJ .[ .I li / .5" V[swi-01 ti I _3'-0"MIN: 6%0-- VARIES-J. - 25-4 MAX. • S �i '-SEE NOTE 4 G\ #3 BARS ci 12" O.C.E.W. OR 28-OAY CONCRETE #4 BARS a@ 18" O.C.E.W, STRENGTH = 3000 PSI 4"THICK MIN.) FINISH NOTE ALC i ' ��1INOR COI I , �C l ORS A D LARGIER ACCEPTABLE-\ - ' TRAFFICERI I3"-d'• VARIES-- ('AVER MATERIAL �\ � pr], jt I c• G r'i MAX �a G' ENEkr -NOTES: 1" MAX. SAND LAYING COURSE � •--,,. � �} i �`"�-SEE NOTE 4 ALL AREAS WHERE EXISTING VEGETATION AND GRASS COMER HAVE BEEN BARED BY CONSTRUCTION SEE NOTE 3 � SHALT. BE ADEQUATELY_ BLOCK SODDFD.OR HYDROMULCHED AND WATERED UNTIL GROWTH i3 ACCEPTABLE �, TRAFFIC RATED :� -2$=DAY CONCRETE ESTABLISHED, IN DEVELOPED AREAS WHERE GRASS IS PRESENT, BLOCKSOED WILL BE REQUIRED, RAVER MATERIAL #I3 BARS ,12" O,C,F.W. OR - STRENGTH = 3000 PSI BARED AREAS SHALL BE SEEDED OR SODDED WITHIN 14 DAYS OF LAST DISTURBANCE. `4 4 THICK MIN.) t14 BARS � 1I3" O.C.E.W. EE FINISH NOTE APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE ENTIRE TIME THAT EARTH HAS �a[ 1.A i��3`'77 7.TY! 11�.j BEEN BARED BY CONSTRUCTION AND SHALL. STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS -i � AVALE. 1� .L. IO ,r �� �r MINOR rh COLLECTORS ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR. ALONG 1�`` I O COLLECTORS ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY RAIN. _ ALL TRAFFIC SIGNALS AND APPURTENANCES, AND ALL PAVEMENT MARKINGS AND MARKERS SHALL BE IN AND LARGER ER ACCORDANCE WITH TXDOT STANDARDS ( (( �j�'- �_ j� ?[, REFER TO SPEC 31 17 23.23 (PAVEMENT (MARKINGS) FOR ADDITIONAL LOCAL REQUIREMENTS, CtC � l � CR EI L >SID i A ii ALK t� 5 SIDWALK LOCATED 3 \ \ \ LP OFF B.O.C. - SEE B/CS DETAIL SW1-02 \ \ ADJUST VALVE BOXES, METER \ BOXES, ETC... TO BE FLUSH / 1/2 `s T.R.F. w/SIDEWALK (TYPICAL) / s\ / M.H. isf'-- ADJUST WIDTH & TIE INTO / EXISTING SIDEWALK RAMP FLUSH / w/#4 DOWELS Co? 12" O.C. SIDEWALK Ilvi_rxu v h1viENT SYMBOL & LINE LEGEND 0 POWER POLE A LIGHT POLE GUY WIRE ANCHOR Mi GAS PIPELINE RISER Mwv WATER VALVE ®wm WATER METER aDCV DOUBLE CHECK VALVE 0Ev ELECTRIC VALVE pBV BALL VALVE OEM ELECTRICAL TRANSFORMER ®GM GAS METER OMH MANHOLE OC.o. CLEANOUT 091FH FIRE HYDRANT ®TP TELEPHONE PEDESTAL AI AREA INLET EPB JUNCTION BOX - - - BUILDING SETBACK LINE ------- PROPERTY LINE -------- EASEMENT LINE P.U.E. PUBLIC UTILITY EASEMENT PLAN NOTES: 1. REFER TO B/CS DETAIL SHEET SW FOR STANDARD SIDEWALK DETAILS. s_roP! 1 CALL BEFORE YOU DIG TEXAS ONE CALL SYSTEM 1-800-245-4545 (AT MST 72 HOURS PRIOR TO DIGGING) WARNING! 1: THE CONTRACTOR IS TO LOCATE ANY AND All L71LITIF.S PRIOR TO CONSTRUCTION MD IS SOLELY RESPONSIBLE FOR ALL D:UMES TO EXISTING UTILITIES DUE T(1 ANY CONSTRUCTION ACTIYITY. =I s v 7607 EASTMARK DR., STE. 252 <77840> °DST OFFICE BOX 9253 --OLLEGE STATION, TEXAS 77842 EMAIL: civil@rmengineer.com OFFICE - (979) 764-0704 FAX - (979) 764-0704 TEXAS FIRM REGISTRATION No. F-4695 SURVEYOR KERR SURVEYING, LLC 409 NORTH TEXAS AVENUE BRYAN, TX 77803 OFF: (97/9) 268-3195 FAX: (979) 691-8904 GENERAL CONSTRUCTION NOTES: GENERAL CONSTRUCTON NOTES (cont'd�: 1. THE CONTRACTOR SHALL PROMPTLY N011FY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THESE PLANS AND OTHER 14. PROPOSED SIGNS, OR THOSE WHICH REQUIRE RELOCATION, SHALL BE DONE IN ACCORDANCE TO THE FOLLOWING CONSTRUCTION DRAWINGS OF DIFFERING DISCIPLINES & SPECIFICATIONS. STANDARDS: SMD (GEN)-02 & SMD (SLIP-1)-02 THRU SMD (SLIP-3)-02. 2. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF THE EXISTING UTILITIES AS SHOWN ON 15. THE TEXAS UNIVERSAL TRIANGULAR SLIP BASE SIGN SUPPORTS WILL BE REQUIRED FOR ALL SIGNAGE WITHIN THESE CONSTRUCTION PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS RIGHT-OF-WAY. TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED UPON AS BEING EXACT OR COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO AVOID ALL EXISTING UTILITIES AND REPAIR ANY DAMAGED LINES, AT HIS OWN EXPENSE, WHETHER THE UTILITY IS 16. THE CONTRACTOR SHALL NOT CREATE A DIRT NUISANCE OR SAFETY HAZARD IN ANY STREET. THE PAVEMENT SHALL BE SHOWN ON THE PLANS OR NOT. THE CONTRACTOR SHALL NOTIFY THE APPROPRIATE UTILITY COMPANY 48 HOURS PRIOR TO ANY CLEANED DAILY. EXCAVATION. THE CONTRACTOR SHALL ALSO NOTIFY THE ENGINEER IF DESIGN CHANGES NEED TO BE MADE IN THE FIELD. 17. ADEQUATE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION AND ANY DRAINAGE DITCH OR Z CONTACT INFORMATION: STRUCTURE DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO EXISTING CONDITIONS OR BETTER. Q TEXAS ONE CALL: 800-245-4545 LONE STAR ONE CALL: (800) 669-8344 18. THE CONTRACTOR SHALL COORDINATE ALL FENCE REMOVAL AND REPLACEMENT WITH THE DEVELOPER. TEXAS EXCAVATION SAFETY SYSTEM (DIGTESS): (800) 344-8377 a- CoCS: ELECTRICAL DIVISION - (979) 764-3660 19. THE CONTRACTOR AGREES TO REPAIR ANY DAMAGE TO THE PUBLIC RIGHT-OF-WAY IN ACCORDANCE WITH THE CoCS: WATER & SEWER DIVISION - (979) 764-3435 STANDARDS OF THE APPLICABLE REGULATORY AGENCY. BRYAN TEXAS UTILITIES (BTU): ELECTRICAL DIVISION - (979) 821-5865 J S VERIZON: BRENDA VAJDOK - (979) 821-4770 20. THE CONTRACTOR SHALL PROTECT ALL MONUMENTS, IRON PINS, AND PROPERTY CORNERS DURING CONSTRUCTION. ATMOS ENERGY: KIMBERLY WINN - (979) 774-2506 EXXON-MOBILE: MICHAEL HLUZA - (281) 591-3720 DIMENSIONAL CONTROL NOTES: SEMINOLE PIPELINE: JIM ROLAND - (979) 421-0460 w CITGO GAS: DOUG CLINE - (713) 416-1289 ENERGY TRANSFER PIPELINE: BENNY LOYD - (979) 820-5751 1. THE CONTRACTOR MAY OBTAIN AN ELECTRONIC COPY OF THE SITE PLAN FOR CONSTRUCTION PURPOSES. THE _ SUDDENLINK: MIKE LAVENDER - (979) 846-2229 ELECTRONIC FILE AND INFORMATION GENERATED, BY RME CONSULTING ENGINEERS (RME), FOR THIS PROJECT IS CONSIDERED t V n I BY RME TO BE CONFIDENTIAL. WHEN ISSUED, IT'S USE IS INTEND SOLELY FOR THE INDIVIDUAL OR ENTITY TO WHICH IT IS 3. CONTRACTOR TO VERIFY ALL UNDERGROUND UTILITIES IN THE FIELD PRIOR TO 'CONSTRUCTION. ADDRESSED. THIS MATERIAL IS INTENDED FOR USE BY THE RECIPIENT NAMED, ONLY, AND PERMISSION IS NOT GRANTED TO THE RECIPIENT FOR DISTRIBUTION OF THESE DOCUMENTS IN ANY FORM OR FASHION. THE RECIPIENT UNDERSTANDS THAT THIS 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL 'EXISTING UTILITIES OR SERVICE LINES THAT ARE DATA IS AUTHORIZED "AS IS" WITHOUT ANY WARRANTY AS TO ITS PERFORMANCE, ACCURACY, FREEDOM FROM ERROR, OR AS CROSSED OR EXPOSED DURING CONSTRUCTION OPERATIONS. WHERE EXISTING UTILITIES OR SERVICE LINES ARE CUT, BROKEN, OR TO ANY RESULTS GENERATED THROUGH ITS USE. THE RECIPIENT ALSO UNDERSTANDS AND AGREES THAT RME, UPON RELEASE DAMAGED, THE CONTRACTOR SHALL REPAIR OR REPLACE THE UTILITIES OR SERVICE LINE WITH THE SAME TYPE OF MATERIAL AND OF SUCH DATA, IS NO LONGER RESPONSIBLE FOR THEIR USE OR MODIFICATION. THE USER AND RECIPIENT OF THE CONSTRUCTION OR BETTER; THIS MATERIAL AND WORK SHALL BE AT THE CONTRACTOR'S OWN EXPENSE. ELECTRONIC DATA ACCEPTS FULL RESPONSIBILITY AND LIABILITY FOR ANY CONSEQUENCES ARISING OUT OF THEIR USE. 5. DURING THE EXECUTION OF THE WORK, THE CONTRACTOR SHALL MAINTAIN THE PROJECT SITE IN AN ORDERLY AND ACCEPTABLE 2. ALL DIMENSIONS SHOWN ARE TO BE USED IN CONJUNCTION WITH THESE PLANS FOR LOCATING ALL IMPROVEMENTS AND MANNER AS FAR AS PRACTICAL. THE CONTRACTOR SHALL CLEAN AND REMOVE FROM THE PROJECT AREA ALL SURPLUS AND SHALL BE FIELD VERIFIED BY THE CONTRACTOR FOR WORKABILITY PRIOR TO CONSTRUCTION OF IMPROVEMENTS. DISCARDED MATERIALS, TEMPORARY STRUCTURES, AND DEBRIS OF ANY KIND AND SHALL LEAVE THE PROJECT SITE IN A NEAT AND ORDERLY CONDITION. ALL CLEAN UP WILL BE DONE TO THE SATISFACTION OF THE ENGINEER. 3. UNLESS" OTHERWISE SHOWN, ALL DIMENSIONING IS TO THE BACK OF CURB OR EDGE OF PAVEMENT, WHICHEVER IS APPLICABLE. 6. CONTRACTOR SHALL COMPLY WITH LATEST EDITION OF OSHA REGULATIONS AND THE STATE OF TEXAS LAWS CONCERNING EXCAVATION. 4. THE BOUNDARY SURVEY WAS PROVIDED & PERFORMED BY KERR SURVEYING, CO (COLLEGE STATION, TX). DATE I DESCRIPTION UBSTANTIALLY COMPLETE ISSUED FOR INSTRUCTION 9/12/12 )NSTRUCTION DRAWINGS SSUED PRIOR TO THIS ATE ARE REPLACED BY IIS SET & SHOULD NOT BE USED FOR CONSTRUCTION. irk; .oral * � ..... .. fit .... AB0 ...... CA a ,� �CENS�O. •��•• tW Y I 04 CL CK wN Z W O H W ir5� - N V) 0 Ce LEI W Z In �_O Z 0 LLJ In :2O j N O <t It Cr_ 0-m :2 Z ZO Q Q(40 0- w O w _I O U CLIENT INFORMATION 7. A COPY OF THE APPROVED CONSTRUCTION DRAWINGS MUST BE KEPT ON SITE AT ALL TIMES THROUGH OUT THE ENTIRE MAE DEAN WHEELER, SUCCESOR TRUSTEE DURATION OF CONSTRUCTION OF THIS PROJECT. CONTRACTOR SHALL MAINTAIN A SET OF REDLINE DRAWINGS, RECORDING AS -BUILT JLWCO�� DRAPING7/31/12WE c/o RON CO CONDITIONS DURING CONSTRUCTION. THESE REDLINE MARKED UP DRAWINGS WILL BE SUBMITTED TO THE DESIGN CONSULTANT WHO 1919 ON COY WILL MAKE THE CHANGES ON THE ORIGINAL TRACINGS, LABELING EACH SHEET IN THE SET AS "RECORD DRAWINGS", AND RETURNING HOUSTON, TX 77006 SAME TO THE CITY ENGINEER. CERTIFICATION: OFF: (713) 355-5355 FAX: (713) 355-1082 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFEGUARDING AND PROTECTING ALL MATERIAL AND EQUIPMENT STORED ON THE EMAIL: garcia@mdwheelercompanies.com JOBSITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE STORAGE OF MATERIALS IN A SAFE AND WORKMANLIKE MANNER TO I, CALEB VENABLE. GENERAL CONTRACTOR FOR THE UNIVERSITY PREVENT INJURIES, DURING AND AFTER WORKING HOURS, UNTIL PROJECT COMPLETION. OAKS, SECTION TWO LOTS 14131 & 14132 DEVELOPMENT, FILENAME: 0474SWlA I SCALE: 1 "=20' 9. CONTRACTOR SHALL SAW CUT REMOVE AND REPLACE CONCRETE PAVEMENT, CURB AND GUTTER AS REQUIRED TO CONSTRUCT CERTIFY THAT THE IMPROVEMENTS SHOWN ON THIS SHEET WERE SUBMITTED DATE: 9/12/12 PROPOSED IMPROVEMENT(S). ACTUALLY BUILT, AND THAT SAID IMPROVEMENTS ARE SHOWN DRAWN BY: R.A.M. SUBSTANTIALLY HEREON. I HEREBY CERTIFY THAT TO THE BEST 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PAY FOR AND OBTAIN ALL REQUIRED PERMITS AND INSPECTION OF MY KNOWLEDGE, THAT THE MATERIALS OF CONSTRUCTION AND CHECKED BY: R.A.M. APPROVALS FOR ALL WORK SHOWN. SIZES OF MANUFACTURED ITEMS, IF ANY ARE STATED CORRECTLY FIELD BOOK: N/A PAGES: N/A 11. ANY ADJACENT PROPERTY AND RIGHT-OF-WAY DISTURBED DURING CONSTRUCTION WILL BE RETURNED TO THEIR EXISTING HEREON. RME CONSULTING ENGINEERS CONDITIONS OR BETTER. CLIENT NO. PROJECT NO. 12. ALL WORK WITHIN THE COUNTY OR CITY RIGHT-OF-WAY SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE STANDARDS 197 0474 Td AND SPECIFICATIONS AS TO THE INSTALLATION AND EROSION CONTROL PROTECTION. GENERAL CONTRACTOR 13. ALL EXPOSED DIRT SURFACES SHALL BE SEEDED /H YDROM U LCHED. YARDS WITH SODD SHALL BE RESODDED TO THE SAME Wool CONDITIONS OR BETTER. SHEET 1 OF 1 ADJUST WIDTH & TIE INTO / 1' EXISTING SIDEWALK RAMP FLUSH jl r w/#4 DOWELS @ 12 O.C. LP. \ \ ELECTRICAL / STUB -OUTS w.ny. \ \ / 0 20 40 / SCALE: 1" = 20' \ Yku LOT 2 BLOCK 1 (6.08 ACRES) ' R=656.00• D=62'12'41" A=712.28' \ � T=395.81' CHORD=677.80' \ BEAR=S 10*48'19" W \ \ EXISTING 8" WATER LINE .hP , f' / 10' P.U.E. / /j TIE INTO EXISTING CURB (3490/269) INLET FLUSH w/#4 DOWELS A 12" O.C. GROSS SLOPE- 2% MIN. � fI CROSS SE CROSS SLOPE SIDEWALK 29,to 4% 2so MAK ,1 ?o M1N. tI ; t PA 8' TYP_ NOTE; THIS DUES NOTTAKE INTO ACCOUNT DRAINAGE REQUIREMENTS- BERMS MAY Sir REQUIRED OUTSIDE OF THE SIDEWALK. QJ. `4 :.71,, (a ItY y , TAS Ji STANDARDS 7607 EASTMARK DR., STE. 252 <77840> POST OFFICE BOX 9253 COLLEGE STATION, TEXAS 77842 EMAIL: civil@rmengineer.com OFFICE - (979) 764-0704 FAX - (979) 764-0704 TEXAS FIRM REGISTRATION No. F-4695 SURVEYOR KERR SURVEYING, LLC 409 NORTH TEXAS AVENUE BRYAN, TX 77803 OFF: (979) 268-3195 FAX: (979) 691-8904 \RKI DATE I DESCRIPTION SUBSTANTIALLY COMPLETE ,aa�� ISSUED FOR D hAR ER 14.. = lAK2�1„ = '+ 1 CONSTRUCTION 30' BUFFER YARD �\ / ' CCNC.j SIDEWALK -_ 9/12/12 (3490/269) 4+ -� - - , • `' 1f2" DiA. 13CILT ,' �a� / / i\ / CABLE BOX T 1TICA �± . EDEST IMA l'4 a � , -�- i- 44 EXISTING 16' " F CONSTRUCTION DRAWINGS ATMOS GAS I' ACCEPTABLE ' �\ -,_v" vAR,E ISSUED PRIOR TO THIS RISER / W WATER LINE / i. I' t - o TRAFFIC: RATED F ^ PAVED MATERIAL- `� - '; ` , , = DATE ARE REPLACED BY \ - �., - - 2�' AX. THIS SET & SHOULD NOT lei a111 li+ L:7: -1 MAX. SAND LAYING COURSE � � } '--SEE NOTE 4 BE USED FOR w w CONSTRUCTI N. EXISTING 6" / A,` f // / SHAALL LL BE ADEQUATELY BLOC` SODDEAS WHERE EXISTING ED OR HYYDROMULGHED AND WATERED UNTIL GROWTH ISON AND GRASS COVER HAVE BEEN BARED BY CTION '- ACCEPTABLE SEE NtSTE 3 � \ '•'- _ �'`'�`OF T `Tt SANITARY SEWER �, f �1 / ESTABLmur", IN DEVEL{IPEIi AREAS taus r- GRASS is PftESEihI T, aLcicic BQI WIiI. BE a cll tlzEO. TRAFFIC RATED „ \ s$ DAY CONCRETE ;1 .. P� ... , ekq 1 \ / PAVER MATERIAL �t3 BARS 1?_ O.C.E.W. OR I KII NO H 3p0V i' � I-), •. I BARED AREAS SHALL BE SEEDED OR SCUDDED WITHIN 14 DAYS OF LAST DISTURBANCE. @ t4" THICK MIN.) v IO 04 BARS @ 18 CI.C. =.W. .V O , / APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE ENTIRE TIME THAT EARTH HAS ? { Y ,. +; +� r SEE FI1d15I! i1f?TE � * : \ ♦ 1 \ \\ / / BEEN BARED BY CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS SIDE ��► A P ANTIS SECTION 1O14 � * : . ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR. _ MINOR , / RABO A. • - . F - - - -0 \ iX �� o ,, � I..t�NG �•1lNOR COLLECTORS ....... , • ��� - .�` j p / ALL EROSION CONTROL MEASURES SHOULD BE CLEANED O SILT AFTER EVERY RAIN, +� 1� �T� 3 � / ALL TRAFFIC SIGNALS AND APPURTENANCES, AND ALL PAVEMENT MARKINGS AND MARKERS SHALL 6E 1N 11 �. AR DER b�'•��C'ENS��•'��a!s ACCORDANCE WITH TXDOT STANDARDS _, � ET _ 1t FSS�• .... •��1�' 2 (�j `• ` ` �/ ��` - /% / REFER TO SPEC 31 17 23.23 rPAVEM€NT MARKINGS) FOR ADDITIONAL LOCAL REQUIREMENTS.COi `ITC SIDLAN- r A 1�1 t`a 00s� �•`�4 5' SIDWALK LOCATED 3''Y� f TL.P OFF B.O.C. -SEE. B/CS DETAIL SW1-o2 GENERAL CONSTRUCTION NOTES: ' \ GENERAL CONSTRUCTION NOTES (coot d%_ 1. THE CONTRACTOR SHALL PROMPTLY NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THESE PLANS AND OTHER 14. PROPOSED SIGNS, OR THOSE WHICH REQUIRE RELOCATION, SHALL BE DONE IN ACCORDANCE TO HE FOLLOWING 0 00NSTRUCTION DRAWINGS OF DIFFERING DISCIPLINES & SPECIFICATIONS. STANDARDS: SMD (GEN)-02 & SMD (SLIP-1)-02 THRU SMD (SLIP-3)-02. \ \ ADJUST VALVE BOXES, METER 2. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR, ELEVATION OF HE EXISTING UTILITIES AS SHOWN ON 15. THE '"• TEXAS UNIVERSAL TRIANGULAR SLIP BASE SIGN SUPPORTS WILL BE REQUIRED FOR ALL SIGNAGE WITHIN 1/2"BOXES, ETC... TO BE FLUSH THESE CONSTRUCTION PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS RIGHT-OF-WAY. W / / I.R F. ASS\ W/SIDEWALK (TYPICAL) TAKEN IN HE FIELD. THE INFORMATION IS NOT TO BE RELIED UPON AS BEING EXACT OR COMPLETE. IT IS THE CONTRACTOR'S V) RESPONSIBILITY TO AVOID ALL EXISTING UTILITIES AND REPAIR ANY DAMAGED LINES, AT HIS OWN EXPENSE, WHETHER THE UTILITY IS 16. THE CONTRACTOR SHALL NOT CREATE A DIRT NUISANCE OR SAFETY HAZARD IN ANY STREET. THE PAVEMENT SHALL BE x / \ SHOWN ON THE PLANS OR NOT. THE CONTRACTOR SHALL NOTIFY THE APPROPRIATE UTILITY COMPANY 48 HOURS PRIOR TO ANY CLEANED DAILY. < I-- / / �6 EXCAVATION. THE CONTRACTOR SHALL ALSO NOTIFY THE ENGINEER IF DESIGN CHANGES NEED TO BE MADE IN THE FIELD. S N r M.H.' ss ' 17. ADEQUATE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION AND ANY DRAINAGE DITCH OR Z /y z / Ili - CONTACT INFORMATION: STRUCTURE DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO EXISTING CONDITIONS OR BETTER. L.i.. TEXAS ONE CALL: 800-245-4545 N V) O LONE STAR ONE CALL: (800) 669-8344 18. THE CONTRACTOR SHALL COORDINATE ALL FENCE REMOVAL AND REPLACEMENT WITH THE DEVELOPER. " Z U TEXAS EXCAVATION SAFETY SYSTEM (DIGTESS): (800) 344-8377 L.L Z W 0 ADJUST WIDTH & TIE INTO 19. THE CONTRACTOR AGREES TO REPAIR ANY DAMAGE TO THE PUBLIC RIGHT-OF-WAY IN ACCORDANCE WITH THE Li O / CoCS: ELECTRICAL DIVISION - (979) 764-3660 I,_, N / EXISTING SIDEWALK RAMP FLUSH STANDARDS OF THE APPLICABLE REGULATORY AGENCY. _ CoCS: WATER &SEWER DIVISION - (979) 764-3435 Y p Q w/#4 DOWELS C�? 12" O.C. BRYAN TEXAS UTILITIES (BTU): ELECTRICAL DIVISION - (979) 821-5865 1 ~ v J pm0 SYMBOL & LINE LEGEND 0 POWER POLE A LIGHT POLE GUY WIRE ANCHOR 1%il GAS PIPELINE RISER Mwv WATER VALVE ®wM WATER METER jDCV DOUBLE CHECK VALVE m Ev ELECTRIC VALVE U By BALL VALVE OEM ELECTRICAL TRANSFORMER ®GM GAS METER OO MH MANHOLE OC-0. CLEANOUT 4FH FIRE HYDRANT ®T' TELEPHONE PEDESTAL ❑ Al AREA INLET PB JUNCTION BOX - - - BUILDING SETBACK LINE ------- PROPERTY LINE -------- EASEMENT LINE P.U.E. PUBLIC UTILITY EASEMENT PLAN NOTES: 1. REFER TO B/CS DETAIL SHEET SW FOR STANDARD SIDEWALK DETAILS. STOP! CALL BEFORE YOU DIG TEXAS ONE CALL SI'STEIA 1-800-245-4545 (AT LEW 72 HOURS PRIOR TO DIGGING) WARNING! I- T'RF. CONTRACTOR IS TO Ibi ANY AND AT.]. UTILITIES PRIOR TO CONSTRUCTION :LCD IS SOLELY RESPONSIBLE FOR ALL MIMES TO EXISTING UTILITIES DBE TO ANY CONSTRUCTION ACTIVITY. NOTES: 1. SIDEWALK PLACEMENT SHALL BE IN ACCORDANCE WITH BIOS UNIFIED DESIGN GUIDELINES, 2. FINISH: LIGHT BROOM FINISH. JOINTS TO BE TOOLED 1" BEEP AT AN INTERVAL EQUAL TO THE SIDEWALK WIDTH. EXPANSION JOINTS 40' O.C.,CONTRACTION JOINTS @ 4' 0.C. 3. DOWEL IN AND TIE TO ANY CONCRETE STRUCTURE ADJACENT TO SIDEWALK (DRIVEWAY, INLET BOX, CURB, JUNCTION BOX, ETC.) WITH #3 x 12" BARS G@7 12" O.C. OR 04 x 12" BARS @ 18" O.C. 4. COMPACTION: COMPACTED SUBGRADE MATERIAL COMPACTED TO A DENSITY AT LEAST 98% OF MAXIMUM DRY DENSITY AS DETERMINED BY PROCTOR COMPACTION TEST ASTM D€98 (STANDARD) AND SHALL BE 04% WET OF THE OPTIMUM MOISTURE CONTENT 6. A MINIMUM CLEAR PEDESTRIAN WIDTH AS DEFINED BY TAS AND ADA SHALL BE PROVIDED FOR ENTIRE LENGTH OF SIDEWALK. SEAL WITH EXPANSION JOINT MATERIAL SMOOTH DOWEL BAR 1I4" R - 1I2"0 X If;", 12" O.C. {COATED WITH HEAVY \ �{ • � 314Cyiii=ASE) " I 3•-t7'"MIN. � -i _ 4" --2% MAX, I V RECYCLED MATERIAL, 112" ` , '�-SE€NOT€4 THICK AS MANUFACTURED f BY J,D, RUSSELL CO, OR 3' LONG METAL OR PLASTIC CAP, INSIDE y ,,. APPROVED EQUAL DIAMETER TO BE I M 6" GREATt THAN � 'i\ DIAMETER OF DOWEL BAR, CAP MUST #3 BARS @'12" O.C.E.W. OR � -_28wDAY CONCRETE BE LONG ENOUGH TO COVER 2"OF .E.1►�. STRENGTH = 3tItIil PSI DOWEL AND HAVE STOP SO END OF #4 BARS @ 18" O-C(4" THICK MIN.) CAP IS 1" FROM END OF BAR. SEE FINISH NOTE TL E j 1- + 3 LONG G LOCAL STREETS II1��LI i.+ IE+IILE -- ('5'1'IL�'�l°t7►:1CLi1�1� Fswi-oo 4"x4"x3I16" STRUCTURAL STEEL TUBING [_3'41"li 8'-Q"VARIES- 8' O.C. MAXIMUM-•- -� -8` Q.C. MAXIMUM-1 - 12" O.C.SAWED OR FORMED, ,• 118"Tci 3I1{i--,.� SEAL WITH Eltf'ANSIaN JOINT MATERIAL, MIN. 2� � MAX. 3I13 R- " -•-SEE NOTE 4 =7 #3 BARS t? 12" O.C.E.W. OR `'-23-DAY CONCRETE #4 BARS @ 18" O,C,€.W. STRENGTH = 3000 PSI �EE FINISH NUDE -: 4"x2"x3I16" STRUCTURAL STEEL TUBING 4"x4"x3I16" STRUCTURAL - 1 x1 x3,16' STRUCTURAL STEEL TUBING STEELTUBING �11�1 CF MINOR 't��t..,J�t ,1•.��,�TORS -SEE CONNECTION DETAIL SWEEP SAND � MIN CO. ) lk%Tn ALL JC)IN T S SIDEWALK. IMPROVEMENTS VERIZON: BRENDA VAJDOK - (979) 821-4770 20. THE CONTRACTOR SHALL PROTECT ALL MONUMENTS, IRON PINS, AND PROPERTY CORNERS DURING CONSTRUCTION. Q O0 > Is. I' z ATMOS ENERGY: KIMBERLY WINN - (979) 774-2506 L'- 00_ EXXON-MOBILE: MICHAEL HLUZA - (281) 591-3720 DIMENSIONAL CONTROL NOTES' © Z F- SEMINOLE PIPELINE: JIM ROLAND - (979) 421-0460 W Q CITGO GAS: DOUG CLINE - (713) 416-1289 1. THE CONTRACTOR MAY OBTAIN AN ELECTRONIC COPY OF THE SITE PLAN FOR CONSTRUCTION PURPOSES. THE < 0 ENERGY TRANSFER PIPELINE: BENNY LOYD - (979) 820-5751 _ SUDDENLINK: MIKE LAVENDER - (979) 846-2229 ELECTRONIC FILE AND INFORMATION GENERATED, BY RME CONSULTING ENGINEERS (RME), FOR THIS PROJECT IS CONSIDERED L ! 0 w BY RME TO BE CONFIDENTIAL. WHEN ISSUED, IT'S USE IS INTEND SOLELY FOR THE INDIVIDUAL OR ENTITY TO WHICH IT IS J 3. CONTRACTOR TO VERIFY ALL UNDERGROUND UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION. ADDRESSED. THIS MATERIAL IS INTENDED FOR USE BY THE RECIPIENT NAMED, ONLY, AND PERMISSION IS NOT GRANTED TO p THE RECIPIENT FOR DISTRIBUTION OF THESE DOCUMENTS IN ANY FORM OR FASHION. THE RECIPIENT UNDERSTANDS THAT THIS V 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING UTILITIES OR SERVICE LINES THAT ARE DATA IS AUTHORIZED "AS IS" WITHOUT ANY WARRANTY AS TO ITS PERFORMANCE, ACCURACY, FREEDOM FROM ERROR, OR AS W CROSSED OR EXPOSED DURING CONSTRUCTION OPERATIONS. WHERE EXISTING UTILITIES OR SERVICE LINES ARE CUT, BROKEN, OR TO ANY RESULTS GENERATED THROUGH ITS USE. THE RECIPIENT ALSO UNDERSTANDS AND AGREES THAT RME, UPON RELEASE J DAMAGED, THE CONTRACTOR SHALL REPAIR OR REPLACE THE UTILITIES OR SERVICE LINE WITH THE SAME TYPE OF MATERIAL AND OF SUCH DATA, IS NO LONGER RESPONSIBLE FOR THEIR USE OR MODIFICATION. THE USER AND RECIPIENT OF THE W CONSTRUCTION OR BETTER; THIS MATERIAL AND WORK SHALL BE AT THE CONTRACTOR'S OWN EXPENSE. ELECTRONIC DATA ACCEPTS FULL RESPONSIBILITY AND LIABILITY FOR ANY CONSEQUENCES ARISING OUT OF THEIR USE. W 5. DURING THE EXECUTION OF THE WORK, THE CONTRACTOR SHALL MAINTAIN THE PROJECT SITE IN AN ORDERLY AND ACCEPTABLE 2. ALL DIMENSIONS SHOWN ARE TO BE USED IN CONJUNCTION WITH THESE PLANS FOR LOCATING ALL IMPROVEMENTS AND MANNER AS FAR AS PRACTICAL. THE CONTRACTOR SHALL CLEAN AND REMOVE FROM THE PROJECT AREA ALL SURPLUS AND SHALL BE FIELD VERIFIED BY THE CONTRACTOR FOR WORKABILITY PRIOR TO CONSTRUCTION OF IMPROVEMENTS. DISCARDED MATERIALS, TEMPORARY STRUCTURES, AND DEBRIS OF ANY KIND AND SHALL LEAVE THE PROJECT SITE IN A NEAT AND ORDERLY CONDITION. ALL CLEAN UP WILL BE DONE TO THE SATISFACTION OF THE ENGINEER. 3. UNLESS OTHERWISE SHOWN, ALL DIMENSIONING IS TO THE BACK OF CURB OR EDGE OF PAVEMENT, WHICHEVER IS APPLICABLE. 6. CONTRACTOR SHALL COMPLY WITH LATEST EDITION OF OSHA REGULATIONS AND THE STATE OF TEXAS LAWS CONCERNING EXCAVATION. 4. THE E30UNDARY SURVEY WAS PROVIDED & PERFORMED BY KERR SURVEYING, CO (COLLEGE STATION, TX). CLIENT INFORMATION 7. A COPY OF THE APPROVED CONSTRUCTION DRAWINGS MUST BE KEPT ON SITE AT ALL TIMES THROUGH OUT THE ENTIRE MAE DEAN WHEELER, SUCCESOR TRUSTEE DURATONCONDITI ONSO DURINGTCONSITT UCOTION. THESEC EDL NOEN MARK OD UP DRAWIINGSAIWILL BET SOUBMITTED TO R HEINDESIGN CCOONDSULTANTBWHO RECORD DRAWING 7/31/12 c/o RON WHITNEY 1919 WHITNEY WILL MAKE THE CHANGES ON THE ORIGINAL TRACINGS, LABELING EACH SHEET IN HE SET AS "RECORD DRAWINGS", AND RETURNING HOUSTON, TX 77006 SAME TO THE CITY ENGINEER. CERTIFICATION: OFF: 713 ( ) 355-5355 FAX: (713) 355-1082 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFEGUARDING AND PROTECTING ALL MATERIAL AND EQUIPMENT STORED ON THE EMAIL: garcio@mdwheelercompanies.com JOBSITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE STORAGE OF MATERIALS IN A SAFE AND WORKMANLIKE MANNER TO I, CALEB VENABLE. GENERAL CONTRACTOR FOR THE UNIVERSITY PREVENT INJURIES, DURING AND AFTER WORKING HOURS, UNTIL PROJECT COMPLETION. OAKS, SECTION TWO LOTS 14131 & 14R2 DEVELOPMENT, FILENAME: 0474SWlA I SCALE: 1 "=20' 9. CONTRACTOR SHALL SAW CUT REMOVE AND REPLACE CONCRETE PAVEMENT, CURB AND GUTTER AS REQUIRED TO CONSTRUCT CERTIFY THAT THE IMPROVEMENTS SHOWN ON THIS SHEET WERE SUBMITTED DATE: 9/12/12 - PROPOSED IMPROVEMENT(S). ACTUALLY BUILT, AND THAT SAID IMPROVEMENTS ARE SHOWN DRAWN BY: R.A.M. SUBSTANTIALLY HEREON. I HEREBY CERTIFY THAT TO THE BEST 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PAY FOR AND OBTAIN ALL REQUIRED PERMITS AND INSPECTION OF MY KNOWLEDGE, THAT THE MATERIALS OF CONSTRUCTION AND CHECKED BY: R.A.M. - APPROVALS FOR ALL WORK SHOWN. SIZES OF MANUFACTURED ITEMS, IF ANY ARE STATED CORRECTLY FIELD BOOK: N/A PAGES: N/A 11. ANY ADJACENT PROPERTY AND RIGHT-OF-WAY DISTURBED DURING CONSTRUCTION WILL BE RETURNED TO THEIR EXISTING HEREON. RME CONSULTING ENGINEERS CONDITIONS OR BETTER. CLIENTNO. PROJECT NO. 12. ALL WORK WITHIN THE COUNTY OR CITY RIGHT-OF-WAY SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE STANDARDS 197 / - 0474 AND SPECIFICATIONS AS TO THE INSTALLATION AND EROSION CONTROL PROTECTION. GENERAL CONTRACTOR 13. ALL EXPOSED DIRT SURFACES SHALL BE SEEDED/HYDROMULCHED. YARDS WITH SODD SHALL BE RESODDED TO THE SAME CONDITIONS OR BETTER. wool SHEET OF 1 IVA) Gj/•I�^611I�g I �