Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
DRAWINGS
Nov 22, 2010 - 7:53am P:\23\2005\05040-11\Cad\Site\DIRT-PILE\C1-0 05040-12 CV.dWg �` "�� �P:'�23\200606003-OO�Cad�PnP\01-6003-�pV;dwg I O o d D jo 0 Oo co aF 0 D 0 0 o a 0 0o O o d D n n � Do= o= 2J o • Z rnz G=�D o HN Ma D❑ o c�= IL m o _ v r, i z Chi rr 11 m� o m x Z m-0 >o o� o0 zv � m gm � 9 D o ;oNz v N Cl) C zA c� me v m a m G"> n m N vzm Nv O rn o - 1 azo zN v_ v -ni �rn oo z� z �.25 n o c' m oc) m mvN29 n my Z mo No oa N� rrizzo aZ , C7 z z� B� -p N O N m = m -r� m a� �0 c C> Z �� , � rn oC7 I z ' rn �Z o O z o i m % ■ ;ac::; //owAk C) I C m m x m q -D ::E * m OCA m 0 n = O > D O�CD z r M m m (D Q -n ca `' XC co Q � -o Q CD ...... \.,,..... W oo M m (;) . m O�50 > ooz co r Nx0 m . o � ={ p > X Dv)> C) CD I Z C -4 1-,jm0 , -SCD O W I� M CO o0 --j O oo om O -4G7 C7 W CD Z 10 O 0 -v O I O o d D jo 0 Oo co aF 0 D 0 0 o a 0 0o O o d D n n � Do= o= 2J o • Z rnz G=�D o HN Ma D❑ o c�= IL m o _ v r, i z Chi rr 11 m� o m x Z m-0 >o o� o0 zv � m gm � 9 D o ;oNz v N Cl) C zA c� me v m a m G"> n m N vzm Nv O rn o - 1 azo zN v_ v -ni �rn oo z� z �.25 n o c' m oc) m mvN29 n my Z mo No oa N� rrizzo aZ , C7 z z� B� -p N O N m = m -r� m a� �0 c C> Z �� , � rn oC7 I z ' rn �Z o O z o i m % ■ ;ac::; //owAk C) I C m m x m q U WCOrIN� �000 -D ::E * m m m 0 n = O > D W T z r cci� zz�N m m m r -n ca `' XC O = V F....... C..a-~ W CD ...... \.,,..... W oo M m (;) . m O�50 > ooz co r o o m . o FTI ={ p > X Dv)> Z C -4 1-,jm0 , -SCD �mz W I� M CO o0 --j O oo om O -4G7 C7 W CO co U WCOrIN� �000 -D ::E * m m m 0 n = O > D W T z r cci� zz�N m m m r -n ca `' XC O = V m Cl) � W per. W oo M m (;) . m O�50 > ooz co r U WCOrIN� �000 -D ::E * m m m 0 n = O > D W T z r cci� zz�N m m m r -n ca 1 XC O = V m Cl) � W per. W oo M m (;) . m O�50 ooz co Zzm o o m . o c� ={ p > X Dv)> Z C -4 1-,jm0 , -SCD �mz W I� M CO o0 --j O oo om O -4G7 C7 W CO co Z 10 0)n U WCOrIN� �000 m m m 0 n M ;U C O cci� zz�N cEn O O m Cl) m m zz Eq ooz c� �mz N C7 0 -v Z C u lo I -11 a$ t C11" BR N AZ UN 1 158 NINFA'S MEXICAN RESTAURANT: MOT E _0 0 v--0 ----� 1007 EARL RUDDER FREEWAY' -"'- COLLEGE STATION, TEXAS -- �� 7 I�IIe�i� a �� ®in= Go Fr 30 0 ® ® cAm xx (� 30 �+ " 7Q:AiLIEs Il" _®° CITY E OF SYMBOL & LINE LEGEND Fl TATION 20' SANITARY 6 SEWER EASEMENT 399/107 , 0 POWER POLE (AS DEPICTED IN PLAT) LIGHT POLE o RAZ ? GUY WIRE ANCHOR A110 B GREENS WORLD, PHASE ONE DA/c AIR COND. COMP) 30 ( COUN LOT 1R - BLOCK ONE ISLAND I UIR-E�IENTS: THE SQL RE -FOOTAGE SHOWN AT INTERIOR END ISLANDS D0; NOT IINCLUDE THE REQUIRED AREA FOR SIN LE OR DOUBLE END ISLANDS, BUT ARE A REFLECT N :OF TIDE EXCESS AREA ABOVE THE REQUIRE SQU RE -FOOTAGE. / 65 INTERIOR PARKING = 76 SPACES REdD INT. ISLAND AREA=(76/15x180)=912 SQ.FT. I 7723, PG. 24) PROVI D INTERIOR ISLAND AREA = 163 SQ.FT. PARKING RE UIREMENTS: INFORMATION RLD SU6DIVISION ORDINAN E: '� REST RANT (w/o DRIVE) - 1 SPACE/65 SQ.FT. REQUIRE : j Z (8,40 / 65 = 129.3 SPACES TOTAL RE UIRED = 130 SPACES PROVIDE 7723, PG. 24) REGUL NR = 136 SPACES H/C - TOTAL 5 SPI = 141( CE SPACES II L Gor►Ing Enymeei^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-0046 5 ARCHITECT SURVEYOR -� vvv WATER VALVE I it I i 1.46 ACRES - ®WM WATER METER Z`P \ N.T.S. 25' PRIVATE 01 T ACCESS EASE T PROPOSED 25x50' ZONED: C-1 ®EM ELECTRICAL TRANSFORMER FIRELANE (7543/284) PRVT. JOINT ®cM GAS METER NOW OR FORMERLY Qo MH MANHOLE STRIPING 1/2" I.R. 5' WIDE STRIP NG ELANIE ACCESS EASEMENT REGENCY PARKWAY, INC. PEDESTRIAN (VOLUME 7543, PAGE 284) oc.o. CLEANOUT <>FH FIRE HYDRANT AI-�-F'T Ot'05ED FIH La ;I '� r� ®T' TELEPHONE PEDESTAL AMBULATORY _ _ _�u�. E, _ N 76' 06' 00" E - 507.12'_ _ _ _ 104.10' - - - - - - - - N • ❑ Al AREA INLET THROAT DEP N Z r>, -0 RAMPS N 7.5' SETBACK LINE . C.I 0 JUNCTION BOX 7.5' S TBA K LINE 26 SPC (9'x 8') 235.)0' - - - BUILDING SETBACK LINE n ------- • 28 F.H 141 PROPERTY LINE COMMERCIAL DRIVEWAY, - �s SQ,FT, 16 13 S C x18 =11 .00 116 EASEMENT LINE SEE B CS DETAIL ST2-03 n t,t / 2S LEC RIC 2-W.s' sQFT B.F.P. & CHE(,r�1. GRE PROPERTY NS INFORMATION RLD SU6DIVISION '� SE ONE 1. L'! �' A T E 2R, BLOCK 1 2 SQ.FT.) or 7450 SQ j Z NED: C-1 f ODC NOW OR FORMERLY LLC INVESTMENTS, VOL. 7723, PG. 24) i i MA RK DATE DESCRIPTION 5 WALK - - - - - - - - - - - VALVE VAULT _0 o 95% COMPLETE 0 J 0 13.42' 6' WALK Cr Cr N O 5 r. 29j ��Aoa' N REVIEW ONLY Z CONCRETE RETAINING - o cn rn - 1 475 SQ.FT. o -a _�-�,'.. w.�...�-,_ ...�� : _._ _��_ .>:.- _�__._:� -_� u ,_�.��._„�..:� _ =_��, _�., _.� - - -- - - - 9• _Y. `•' ;_� , _ WALL SEE DETAIL= • CANOPY (OUTDOOR SEATING) 4 -BAY ® 0- 23.00' w 91 115 NOT FOR ` � o BICYCLE RACK �F� 5 s C ('x20 )=2 6.75 _00 IIIF.D.C. C3,�) zopo CONSTRUCTION �1 0) 0x IL ��C.O. C.O. 24.00 `:�z NINFAS MEXICAN ,C.0 0' 2125109 o sQ Fr. � �- 10.63' � 20 TEMPORARY UTILI z ¢ _ ' ' 5 S C ( 'x20 )=2 6.72 F `CP• 1 2" I.R. r" 24.00 0 X10.62 651 l� (1201/63) / (0 Q c, RESTAURANT ° 6 i EASEMENT - „F �/ 90 ' X 15--3 I 1 STORY _ _ __�= r - t . �_. - �j o - 6 HIGH WROUGHT IRON _ ( ) _._.. `nne �r rvr--. m. _ _ u_ xr __ 1, s z 511 SQ.FT. ® COMMERCIAL o TMJ o , o ^ FENCE COLOR BLACK �g (FOOTPRINT=7, ) C.o. 0 0 0 -- ' GREASE TRAP o o ,. FOCCt�► Ea� `E9 - 0 s N 0o (TOTAL= 8,406 SQ.FT) 10oo C° � N N O62 PRELIMINARY9m FIRE LANEH C PARKING SPACES,All,-FLOODWAY 8=� s RTEHVISIEDOCUMENT OCUMENTTHIS E ARELEASED& 33 6LIMITTELEPo ` J ss C ( x " PEDESTAL SIGNS, 3.0 16.50FOR THE PURPOSE OF INTERIM G.M. O '� r 20 PUBLIC _... C.I. �--._r __ �,_-•.,��...0 ter. OF RABON A METCALF, , - _- s. _ _ �. � ,��>_ •���_ _ __ a � 7.5' ETBACK LINE I 77, SQi 8 583, ON FEBRUARY 25, "LtR71L _.v UTILITY EASEMENT 25 NO 8 2009. IT 1S NOT TO BE USED � (1292/209) - - � CONSTRUC S 76' 11 24" W 566.54 FOR CONSTRUCTION, BIDDING MOUNTABLE. TBM #1 VARIABLE WIDTH ZONED: C-2 OR PERMIT PURPOSES. CURB & END ELEV.=261.80' DRAINAGE EASEMENT GREENSWAY DEDICATION F DRIVEWAY (7543/284) 1.675 ACRES " - - - - - - NOW OR FORMERLY 1/2" I.R. - - - - - - - - - - / .. 8' HIGH SCREENING REGENCY PARKWAY, INC. \ VOLUME 2315 PAG -1-�> �^1 _ Q2 YEAR F_L Q _P AL. ( ��-�-•- � _ - - --�- _ _ _�_.� v, WALL -FOR -CON ----- - _ • FEMA LOMR-F CASE NO. 06-06-BB40A - �) ZONED: C-1 DUMPSTER PAD & DATED AUGUST 8, 2006 M. H. SERVICE YARDHIGH RIDGE SUBDIVISION NOW OR FORMERLY HIGH RIDGE SUBDIVISION \\ LOT 3 - BLOCK 1 Q ASHLEY BTS, JV II, L.P. LOT 2B - BLOCK 1 \ 0.36 ACRES • (VOLUME 7489, PAGE 154) 2.2729 ACRES GENERAL CONSTRUCTION NOTES: SITE NOTES: 1-- >_50 -0 3/4 CHAMFER Z .Q v • (BOTH SIDES) W ' 4-#4 BARS 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 -YEA FL00 LA AS GRAPHICALLY DEPICTED FEMA FIRM �Q O 25 -O 25 -O AND OTHER CONSTRUCTION DRAWINGS OF DIFFERING DISCIPLINES & SPECIFICATIONS. COMMUNITY N0. 48041, PANEL N0. 0142 C, WITH AN EFFE VE DA QF JULY 2, 1992. A MAJORITY OF THIS Ljj v FLOODPLAIN WAS REMOVED BY FEMA LOMR-F CASE N0, 06 0 -BB40 D' T ED AUGUST 8, 2006. THE FLOODPLAIN 00 �" ° 2. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF THE EXISTING LIMIT ILLUSTRATED DEPICTS THIS REVISED FLOODPLAIN LINE. ujv ' 16" UTILITIES AS SHOWN ON THESE CONSTRUCTION PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY ,�^ Q z 00 a #4 O 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. V / E " O I ' O.C.E.W. "" #4 @ 18" RELIED UPON AS BEING EXACT OR COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO AVOID ALL EXISTING < e U) Z Y Q 7-#6 BARS UTILITIES AND REPAIR ANY DAMAGED LINES AT HIS OWN EXPENSE WHETHER THE UTILITY IS SHOWN ON THE 3 ALL ROOF & GROUND -MOUNTED MECHANICAL EQUIPMENT HALL BE SC�EENED FROM VIEW OR ISOLATED SO AS J > O U >- TYPICAL 24"0 4 O. C. E. W. LIJ o w 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 DENTIA DISTRICT WITHIN 150 FEET OF THE SUBJECT 1� W w J w - CONCRETE PIER �4 :< - 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 CREENING SHALL BE COORDINATED WITH THE 1J� �/ WF m = EXISTING 6" PROPOSED CONCRETE :.'-, CREEK SIDE _ MADE IN THE FIELD. BUILDING ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED AP EARAN& W Ld ZN RAISED CURB RETAINING WALL ""`. 24"0 PIER 4>; CONTACT INFORMATION: 4. ENHANCED PAVING FOR CONCRETE SIDEWALKS SHALL CONS T OF EiITHE BRICK PAVERS OR STAMPED CONCRETE. W 3" >� PARKING TEXAS ONE CALL: 800-245-4545 COLOR AND PATTERN SHALL BE DETERMINED BY THE OWNER,' UT' GR Y 0 NATURAL CONCRETE COLORS ARE NOT 0 aO Q OW w CLEAR 3 SPIRAL TIES .4°... " PERMITTED. (/� (,� -' Q # 3 LOT SIDE LONE STAR ONE CALL: (800) 669-8344 �'- �I ! U @ 12 0. C. CLEAR _ TEXAS EXCAVATION SAFETY SYSTEM (DIGTESS): (800) 344-8377 w PLAN VIEW ` 4 " CoCS: ELECTRICAL DIVISION - (979) 764-3660 5. WHEN BUILDING SETBACKS AND EASEMENT LINES OVERLAP LY THE EASEMENT LINE IS SHOWN. J r h x J t h z ,^ . = ° CoCS: WATER & SEWER DIVISION - (979) 764-3435 6. 100% COVERAGE OF GROUND COVER, DECORATIVE PAVI G, DECORA VE ROCK, OR A PERENNIAL GRASS IS > Z W A/ VW O = VERIZON: JIM SURVANT - (979) 821-4300 REQUIRED IN PARKING LOT ISLANDS, SWELLS AND DRAINAGE REAS, E PARKING LOT SET BACK, RIGHT-OF-WAY, Z I..L J = U PROPOSED CONCRETE t,,) ATMOS ENERGY: KIMBERLY WINN - (979) 774-2506 AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. V Y J 0 - RETAINING WALL '4 WALL DETAIL EXXON -MOBILE: MICHAEL HLUZA - (281) 591-3720 W 0 - SEMINOLE PIPELINE: JIM ROLAND - (979) 421-0460 7. THE CONTRACTOR SHALL CONTACT MR. WALLY URRUTA, Co PUBL! WORKS - SANITATION (979-764-3841) FOR .r / � J Al N.T.S. CITGO GAS: DOUG CLINE - (713) 416-1289 FIELD VERIFICATION PRIOR TO FORMING OR PLACEMENT OF CON ETE FO' AL DUMPSTER PADS. \�\/\\/\\%\\/\\\/\\\ - " .. -" a-4-=. • _ INI ENERGY TRANSFER PIPELINE: JEFF MULLINS - (979) 820-5796 V s \//\//\//\//\//\ , .. 4 • : " ; : :'.. , "4;a "" _- �-�- to \//\/////////\\/// " ,•...4 ° : • 'p a 8,-6„ SUDDENLINK: MIKE LAVENDER - (979) 846-2229 8. ALL BUILDING AND FREE-STANDING SIGNS WILL BE PERMIT SEPAR TE Y. 0 W ''�\%\\%\\%\\\/\\\ .4a P `"i 41, _4 - "�'.a.j""'°`°'-."-<•; -a' - TYPICAL PIER DETAIL N THE DUMPSTER ENCLOSURE IS STRICTLY FOR THE USE OF E GAR GE DUMPSTER ONLY. 0 w', 3. CONTRACTOR TO VERIFY ALL UNDERGROUND UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION. 9 r _ EIf 0 `�%\\�\\/\\�\:e :.. -a••.' -aa •.• 4 ` e' 'o a_'., °< e. •,� ..." a_ .,» ',•4 'ae N.T.S. _ ✓/\//\//\ / / / / / / •/ / / / / / ;" Z 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING UTILITIES OR SERVICE \/ LINES THAT ARE CROSSED OR EXPOSED DURING CONSTRUCTION OPERATIONS. WHERE EXISTING UTILITIES OR DIMENSIONAL CONTROL NOTES: // // \�//\�/� �i/j\ \�/i SERVICE LINES ARE CUT, BROKEN, OR DAMAGED, THE CONTRACTOR SHALL REPAIR OR REPLACE THE UTILITIES Ze' /\ OR SERVICE LINE WITH THE SAME TYPE OF MATERIAL AND CONSTRUCTION OR BETTER; THIS MATERIAL AND 1. THE CONTRACTOR MAY OBTAIN AN ELECTRONIC COPY OF HE SITE PLAN FOR CONSTRUCTION PURPOSES. THE WORK SHALL BE AT THE CONTRACTOR'S OWN EXPENSE. ELECTRONIC FILE AND INFORMATION GENERATED, BY RME C NSULTIN ENGINEERS (RME), FOR THIS PROJECT IS 24"0 (TYP)//\\// O, /j\\j/\\j/\\j/\ <. \\ CONSIDERED BY RME TO BE CONFIDENTIAL. WHEN ISSUED, 'S USE IS INTEND SOLELY FOR THE INDIVIDUAL OR 5. DURING THE EXECUTION OF THE WORK, THE CONTRACTOR SHALL MAINTAIN THE PROJECT SITE IN AN ENTITY TO WHICH IT IS ADDRESSED. THIS MATERIAL IS INTEL 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 DISTRIBUI ON OF �fHESE DOCUMENTS IN ANY FORM OR FASHION. , N //\\/� z \/�. FROM THE PROJECT AREA ALL SURPLUS AND DISCARDED MATERIALS, TEMPORARY STRUCTURES, AND DEBRIS OF THE RECIPIENT UNDERSTANDS THAT THIS DATA IS AUTHOR 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 T ANY RESULTS GENERATED THROUGH ITS USE. THE c/o MARIO RODRIGUEZ DONE TO THE SATISFACTION OF THE ENGINEER. RECIPIENT ALSO UNDERSTANDS AND AGREES THAT RME, UPON RELEASE OF SUCH DATA, IS NO LONGER RESPONSIBLE 1007 EARL RUDDER FREEWAY 25'-O" _ .I \ O n FOR THEIR USE OR MODIFICATION. THE USER AND R IPIENT OF THE ELECTRONIC DATA ACCEPTS FULL COLLEGE STATION, TX 77840 I" PROPOSED CONCRETE ' 6. CONTRACTOR SHALL COMPLY WITH LATEST EDITION OF OSHA REGULATIONS AND THE STATE OF TEXAS LAWS CARTERS CREEK ! RESPONSIBILITY AND LIABILITY FOR ANY CONSEQUENCES ARISING OUT OF THEIRUSE. OFF; 979 693-0506 1 PIERS (TYPICAL) N 4 CONCERNING EXCAVATION. FAX: (979) 693-0207 7. CONTRACTOR SHALL MAINTAIN A SET OF REDLINE DRAWINGS, RECORDING AS CONDITIONS DURING 2. ALL DIMENSIONS SHOWN ARE TO BE USED IN CONJUNCTIO WITH T ESE PLANS FOR LOCATING ALL IMPROVEMENTS ( ) CONSTRUCTION. THESE REDLINE MARKED UP DRAWINGS WILL BE SUBMITTED TO THE DESIGN CONSULTANT WHO AND SHALL BE FIELD VERIFIED BY THE CONTRACTOR FOR WORK, BILITY IOR'TO CONSTRUCTION OF IMPROVEMENTS. I FILENAME: 0371SP1A I SCALE: 1"=30 PROFILE VIEW PROPOSED CONCRETE 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 IAUK 0 CU B OR EDGE OF PAVEMENT, WHICHEVER IS SUBMITTED DATE: FEBRUARY 25, 2009 PIER & WALL NOTES: PIERS (TYPICAL) DRAWINGS", AND RETURNING SAME TO THE CITY ENGINEER. APPLICABLE. 24"0 DRAWN BY: A.J.B. 1. CONCRETE SHALL BE A FIVE (5) SACK MIX WITH A MINIMUM 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFEGUARDING AND PROTECTING ALL MATERIAL AND 4. UNLESS OTHERWISE SHOWN, ALL RADIUS FOR CURBS ARE 0" (Al FACE OF CURB) AND 2'-0" FOR SIDEWALKS. CHECKED BY: R.A.M. COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 DAYS. EQUIPMENT STORED ON THE JOBSITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE STORAGE OF FIELD BOOK: PAGES: SIDE VIEW MATERIALS IN A SAFE AND WORKMANLIKE MANNER TO PREVENT INJURIES, DURING AND AFTER WORKING HOURS, 5. THE BOUNDARY SURVEY DATA ILLUSTRATED WAS PERFORM AND F ROVIDED BY McCLURE & BROWNE ENGINEERING 2. DRILLED PIERS SHALL BE DRILLED, UNDEREAMED, AND PLACEMENT UNTIL PROJECT COMPLETION. & SURVEYING. ALL TOPOGRAPHICAL DATA ILLUSTRATED WAS OVIDED BY AN ON -THE -GROUND SURVEY PERFORMED RME CONSULTING ENGINEERS) OF STEEL AND CONCRETE IN A FAIRLY UNIFORM FASHION. DRILL BY THIS OFFICE. CLIENT N0. PROJECT N SHAFTS SHALL NOT BE LEFT EXPOSED WITHOUT PLACEMENT OF 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PAY FOR AND OBTAIN ALL REQUIRED PERMITS CONCRETE FOR MORE THAN FOUR 4 HOURS. AND INSPECTION APPROVALS FOR ALL WORK SHOWN. 6. PROJECT BENCHMARK: BRIDGE DECK OF PRIVATE ROAD B IDECROSSING CARTERS CREEK, LOCATED 208 0371 G 10. ANY ADJACENT PROPERTY AND RIGHT-OF-WAY DISTURBED DURING CONSTRUCTION WILL BE RETURNED TO APPROXIMATELY 500 LINEAR FEET NORTH AND UPSTREAM OF IC RTERS REEELEV. = 262.40' 3. CONCRETE FOR PIERS SHALL BE PLACED USING A TREMIE, ALLOWING THEIR EXISTING CONDITIONS OR BETTER. CONCRETE TO FREE DROP NO MORE THAN EIGHT (8) FEET. TBM #lL. SQUARE CHISELED IN NE CORNER OF HEADLL FOR 6'x ' BOX CULVERT LOCATED NEAR THE SW 4. THE ENGINEER SHALL BE IMMEDIATELY CONTACTED SHOULD GROUND CONCRETE RETAINING WALL & PIERS DETAIL CORNER OF THE61 8UUBJECT TRACT. ■ WATER BE ENCOUNTERED DURING ANY OF THE DRILLING PROCESS. N.T.S. SHEET NO. OF 1 \0 CC) P:\23\2005\05040-01\Cad\Site\05040-01 OV GR.dwg 08/28/09 09:36 Nov 22, 2010 - 9:11 am P:\23\2005\05040-11\Cad\Site\DIRT-PILE\C2-0 05040-12 GR.dwg I r 0 RIIVGTp"j�j ILI b, Sl . . . . . . . . . . . . . . . . . . . . . . . . . . . . A� J 0 i:: t T1 I I N, 4 e, it U21 IF g t mom, A �A U '8 01,01111 Wk t `ti t A IM t k t:'k k It A'. k k rn 1�0 1 .. . ......... k C/) M V, 'A his g QD k Z-4 00 1 4, ......... �-/ -- - - ------ - --- - ....... . ... V k ......... "I .... ..... I t ..... ..... .............. ......... . I q1V I ... . ...... .......... INN f p glo! ...................... M j g cn PH 9 vll ik- :q Co z 0 hil ;J z OOH x -n ?J4 t, 4 Jl V .x: < S o i{ f "R j ................... It N N U . . ........... . . A W-1 .. .... . ... ........ .. . X. ....... .. . ....... .. .. . ...... ..... . ..... ...... .. .. . 7�1111 .77 . ......... . usumm"M ............. . . . . . m Co oo -j m m m w n - g; n ---I Ln -0 58 00 X ___4 cn >- w ;>p -4 8 �3 = = __4 am M �>o M (-- 0 M 0 (n =:j M -0 C_ ca m a) m G-) a) Z: Ff (n r t f"j- m a) m (-_ r- M r- = — = tn --- i PM 29 � -Zig --1 0 = -0 3>< PM -q Z: 'n t Ln ---i Ln M;o =J ___4 :> r- -.-1 2 w nwm w M w 58 a a s: 's 4r I . = n M u F_ �l = m I a 1-1 M --1 0 0 Cl mo Ln M --A m F w m M u C-) 0 O:C= I I n 2M m m (n C.) C) >. w CD M m I> __4 x C-) C> M ;0 M m fx, m Ln -P. U) -V ;.A �S X Z 0j :z . 4 0 M (f) C) M -4 w m c-) F:_: m r- 1> * �d _q M M C) n - m M C;m WO 0 20 — 0 1 4 ;1! 0 0 C-5 m=Mmo M L= _4 c (n M - ,) -4 a x =r- m C) C) I -n rrl P o -1111 -n cn M M M :< Ln m Ll) -n co :I, - a; Q -0 )> (/)o (2AZ A L,) M -i RD 0 =moo 0 LI) r r� M m m 5,- _n m Mhi m FO -,,- _. , 0 29 M = _* --- 4;0 ...... u m p© MM ;V JO M E. R :'. - m M C') m J0 M LI) =r- M- 4 n n p t j8'C) -0 O;K MWMM M 0 0 C-) -0 fr M Cn m cc 00292 U) U) C') C-) m __4 M 0 0 r- M No (nm =M .055 a) F- _11 L4 m _0 M C> m =r- cn C) C') m m m m C*). r- � 0 m (n M:E m Ln LI) =Fl r- --q --- 1 71 C) ILI m cn m FT1 M M co 5'. C-) m --- --- Z: =r- 0 > cn -A M C-) m m En -0 0 Y: M � M _�_;44 -8- 1 Ln C7 0 c) ;z;V 6 6 6 9 9 N m --q M -V X C) M Ln Cn M M Ln 0 Lf) MOM C/) M r- M ;:0 :z m u M 7z a v o0 C-) W C) u =r- m -73 u :Z m 0 M C') C') C- M m M M I C):::! Z: Ln __4 :D. C-) C) M U) I M 0 m M < m co cn m M a m Co m 0 =;d M m m 3> Ln M C-) -1 zC') ;K __q r- MM m _n r M -4 0 _1 Q __q m __q m m — -a r— , �3 C-) ;D K M 5>_ M m (Z) C) (A < C/) 0 nmm U C/5 m C r__ r 0 -n C:). M �> (n m 00 C) U) u m m 01 m __q co 2 =0 a Z: 5 P X Ln M m - M M = :* a M =r- C)" ;0 Ln >< m C) m __J >. P. �,. -0 u) C/) e m K z. (n m -T m M En =r- M 0 = �; --i o C8 =:i (n )> M ju— M n 0 C:) < ;M0 C') E/) :z M m =6 2 M:z =r- m U) M o =r )> X 8 n r-5. M tj 0 u 00 m-1 DO mC/) cn r- = -4 m mw< co m :E 0 a 0 M :> 0 W X jii m _q cn -n M M _- En W� r- m C) Ln cn -1. 0 (n C> m C7 r - m m Ln En :z :z X M Ln m m =r- 0 M co C7 0 (n n c:l cn (-n r m 0 C= 5� )" -n Cl M X 0 0 �C>2 CA ;K �u �j =n - m .4 M 8 m 0 ccl x -P.- M 8 :I:- r Ln 0 R.In JI; tn. _P_ 00 > -V ED - 3� ;0 m r- 0 0 C-) M r- ;0 C-) r Mu ;08 ;z mu cnm> ta o 2", M m m M u _V M Ln 0 m Z-1 0 m cn = m q rl q --- i V F� M m m -n A; =5 M r- = CA -0 m r- ;-< --I n :_- _11 0 m r- Cn m 4b- M 2, u F= Dost Ln m m Om— M :* M 0 ;a -4 En >. m r- ;0 r- Mm_ > M -0;0 m r- 0 (n M co 0 cn C:) E� M d 2 __4 Ln ;0 0 0 _< X ED r O C� C:l e5 C-) m m r-, C >� -n M ml m ZZJ Z-4 10 m Cn R = - r-1 0 :z m C" m CO CF) " -4 Z: CO — N C))> C:) M 0;0 -< (n 0 tn m 0 M, C) r +-4 r -0 M --- j M C) M En r �1> -u :1> C) M cn m 0 CO M r M ;0 OD M (.0 tn r- C) M -V ;0 M M 10 co t? M n " - <0s f 0 �_ o 1-# En -�, -< - m M Z: E5 M -0 )> m;0 - _n cn 0 cj C, M 1 7 : � -_ 0 W_- - i;l g * , ' Fri F_ M m _--1 tom >1 ;Dm 'z (n 0 < -4 nmm -0 cn m 0 r- __4 -0 :5- 41, n kj --i M --A 0 m 4h- r 70 M �92- U) -4 M C-) n m rl m M = --I - g � M M sn -Mu C.0 M (n > m .0ju 2E m co C -O MM 0=9 MMM Z3 u N3 C) C) I m m M Ln Ln C -) -4 Co r*j > 0 (D > M E< 1__� C) -0 a) U C) > (-- (--- ;;u Cl Mrl cn P3 0 C-) M V C**) C) >� " > m 4 :Hr :� --f- _V CO CY) 01) 2E 0 M M C-1 m SO jj -n C-) m M M R 3 M < X C) o m m I ;; _j coo cn - = )> n c ;0 -71 5 �,� Ohm M r7l Z U) ;o C) r- L4 mo rn M C) Ln M C-) M C:) M 008 -0 C) M Z: r- ppm -4 CO m m M;o M (7) C) En M_ n M �j ___40 U M __q C) m > M =0 p m > m ) :1. 4 m Z: u ;u m m m cl m 71 a) m 2M CA _n e M 0 Ln 0 co m C") 0) m m C) O. co •00 _j CY) •Cn _F� CA C> -71 w M W >- 00 M M 0 M M n cn C*) r- M C*) r --i Dl> m co C.) MnM n a) -71 z-1 K n �1> rinse --j m f- :z C) 2100 C:) m C) m mo mo m M SMI- 0011 M __q Z: M C-) L -q ;u r- M m M -n M -P, m r- --j rl M C) m r -:z m 0m-1 m 3: -0 --j �1> m 0 Lt) M� C: a) c) m C-) )> M m M mu— m w n --I n ;0 C-) m cn:)> M r-- 2M m ;I c 7oo M 0 0 m m > r u):z C) c:> m �D_. n M 0 c r m G') 4 __ =-, - , � � M "i co M C) C) Sn 0 z --1 0(-- 8 m 5 )> PQM omm X� ;lK 0 .11' A, .*,I C:> M M M M __j M M - -q r- Z: co =:::I M M --j - -a C> m w _n M M t, C) LO 0 C/) mjz a) M Z: C-) C) Cl M C-) CD M r- Ci rrl• r- -0 cn C*) 411 11.11 . :z __q :M r- n 0 -n -< M 0 U) Ln =c m C) -4 - = - ><O- 8 NN - M A-0 0 r omm NN 8 m rz C) M Q C) 0 um -q = 0 i;i ?< C-) M >_ r- -.q - M M M a) -n c:) C) - M -V (n M C) W C) 0 En =:I> r M m -1 m MMO m 22 M F- r- (n L41) C U) (n cn >. M (n C) m m Z: co M cn :z M CD r- __q m M ;V _:j C) C-) r- M G) g2 r G.) C/) E: M C) > 0 n (nOv Cl a) 22 W m C� c > M (D M W 00 C) M __j _0 _C) r C-) m -E/)-., ri M c _C) 6- > R -C--)--0 C) M Cl =C M :1> M in -:c En m m C) 5: �1> m n C> co m m M mn C) (n F: cn :c -4 >; m C-) G) :z ;V 6 C) M 0 M DD_ -0 CO u M U com nimC-) m m 0;0 u n --q - U) to M C) .a __q trr En (f) C) U5 - P> M :I> W -per ;0 -V C-) m WMO M U) M :2 = — m V — --j M F4 Q 0 ;u *:z m cn a) CD S. Too oo __q r- M::, M r M < msC tn m M M — :1> :1> En 1_� m Z: >- M M __q tn M __4 Z: 0 m m K P 1= C:) M R m 21 -M M iii m M* -X z C) - M - >_ - M --1:1> m m C) M �J> M C*> a) 0 M :I> m Ln m M _n M ;0 U _0 C:) 0 M 7 MM r- C-) ;:0 CC) 9 �3 r nine r F4 0 M -0 m C) -V M C) 0 M C:> M m n C; — m r_ m m -V -n m -V M 7;z -0 M 0 C) 0 m c M M n C-) < ;0 M __j Ln C) m ;D -40m C) m _n _n 0 M cn _n M MEn M C-) 0 C);:o Fn m Ln _j r- r - C; to M -0 M (nm > C> M o :r.:. _0 0— 0 > M X K M = =-a ;-< M M,j Z< = C:j C7 0z: :2 5M > M > M M r- Ln 2E Ln u C) n m M a);000 C*) 7z C) > m p S; _n M n 0 *;a m n ;u M C-) 0 C:) r- =. m C_n_q n r_- C-) --i "i m m r- > M M --4-0 --A M r- M c -2 0 g 0 C-) =0 0 0 tn ;0 r tn ;0 = E�:,> * M 0 Mmm (n M F > M m r M m :z M (n M c-) C-5 r- I- �5 M m m 2- 0--1 C) a m > M p S� 8 > 0 > ;5 0 M * 6 m Baa Cl 94 -02 o m "q 0 0 (n = C) __j 1:11 < ;r, M _V jEj C) 0 F 8 - 2 (n I2.1 0 m G') > od — z . m U) 0 0 :z C) a) -on (.n m n M M C=0 >m M a) M C) x m f MM c) CD M M C7 C) 0 0 n r,4 - m 2 =M m __q > M M r- r- - (n m ;K M LI) M -M-4 r- 0 ul) M -_- Lf) El) moo= -0 r- m =r- :!q U) c Ra Fn C/) :z LI) M Z: m --- 1 3: M ;:0 7 m M L4 m 0 -0 9D C) M M 0 co C-) --i sD to M oc'm MED = I-- n M � M a; cn -V M 0 =Mn M 0 0 (J):z 5- 1 >,; r- "a i> n *nn m C") 0 (n M G! =r- M C) 0 000 M M�n Fn __q _< (n r- m M J, m :> M m tn a) M _n X 4e, m C/) IM M ;0 8 r- m z m Fn D- >< r MM x __4 8 i6o m M -0 - C-� C) m D> M ti -I M U .9 C) ;a C-) M >. L4,) M 0 w C-) U m r- Fn 0 ):I. G m < =:j (n M M --q:E C-) c, MMMM 0 -10 m 0 0 M U C:j m;D M M m 0 r M m V E M;u --j --i M m C) __92 M ;;u :z m -..q 2 m 0 m En ;V m M m Lf) -0 r- - 0 ;0 m M ;u U) m m 0 ;0 0 Ln -t,. :1> M;z C) m (n 2E m m men M x I f M ;o M C> m --I 0 Cn (n K M �t 0 -M (.n (n C-) 4= (n C/) __q 0 M __j ;V M M 0 LA m .5 C-) C= V) 0 �wn=o Mmc:m m w Ln - C-) r - i 1g M KN m Dc. m -4 (n 0 -j �> r- r- 0 c M - M m m )> cr) ;V Fri G3 m >< 79 M __4 _Tl c M cn a) (n EE is lk M m Ln CZ_ CC C-) 0 tn --- _0 U) Cil C') m C-) C; 21-1 M § , r- C) C-) 5i; m m M;o m M -0 = ;V rr ;0 m C-) : 3 > :�,<:. o:z M C) m a =:!q M M Lf):z Lf) 7U C-) M M MM 0 0 M m 9: U) C) r cc MMM G3 co -H ;z c P U) V) 2E -q M r- ai -11->4 — Cp M M m m r- 0 ;u CC) C) :z m m m M M 0 >i 0 co m m m L4 •(A LA (A kk JNN 90 __j 5" G) f_4 _Vm0w cn (A \ .\\'V%�"i`+ \\\,\ \\ \ O C/) C:) C-) C-) U _0 M Ln n --- 4 0 o a) c-) M to Cn :!3 MM 0 -0 -0 _9 m _n CD 0 MM m --j C> = r_- L Oz 0 --- ljz m m0 Ln C> M r- MMM 66 ;V - M M Lr) o 0 M 0:> 0 ci jo M m ZH r 0 C:7 r- M AWM > r- w c- _< m r - C') r__ M -0 ;;u 0(/) r__ Ln M -4 C) M C) 0 1=1 U) cl W ---I m )> M ;o - m 0 tn m -:A 0 -0 C) m mm r14 :z C) -4 m m �C>l --I >< C) M m m iR M k_j -< : c -n 0 (n m- M -I-- J> - \Fn c- MSO 9 m tn c M M ;0 M M a) tn C) En m cn 3R m ;E c m m cn Q 0:1t- o -'n C-) m M __j Q 28 K U) M m n o a) Q 52 m > m U) rTl MMM m m M M M (n tn u (n m En M C_- C-) c-) Ln ;Z, Lf) ili 6 U) _T1 m U m Z: Ln 0 m M m M c) OR u :z m M 13 -b �J, 1-1 m m C) ;u ::j >..e- — u C) M = K (7) — M --q U) :> K — S;2 --A m C),: U) m iq D- ca L_ M 0 r- M G) M co M 0 r M M m L4,) M m C) LU -n m -0 __j C7 X m r- C7 0- M ;0 Ij m M e -i C) r- 2 m m r M Lr, m Ef) E: Zoo M 0 Mo 0 ON L,) a) X C) --1 9-0 M C/) m co =r- C-) > 1 -1 ;D �__ M < ;0 oou Lr) r- C) U) :2t C,):z m M. X m ED M 0 __q C/) 94 > :z ;u M .. q �- :p. " > cn m q=) m En M W-4 3: En L z m -< X M M m U) r- 14) M C) m _n >w 0 > i� !�� 0 - U) X �'n > 2E 0 C.) n R� = a) 1= cn m 0 :z M "i M >. m X K r- r- o -11 r- M r- =I-, - �_q M m -V:z C= M C13 NSD -NI M C-) -a(-- cn ;V C-) r- Oar C) z (n m _< M M m M En 3: M M g� DVC) Z I __j V 0__q C.n C') :z C-) CO M ED U rc C-) V Ln — C-) ;K C) > LU 0 CC) = CM M K r - m m m m 0 m (n c m L- m m C/) C) Fri 5 C/) ;u M r. - M M Fn -71 io- E� 9 < Cl M cn M �Rb C-) Z: K F U) G') ;0 M K: m m Z: En r- M M C7 - Cf) — (___ t:) M > M 0 -A- M 59 = �q L6 �A V 0 �5 >. -4 --1 m --1 2 � (f) (.n a) C) 0 :z 0 co =r- F) m M Mo m C= o.- M > G') — I [-< �z m Z5 m rri 0 -P- M cn C) r ;J m m -71 1 .1 C-) J;l- ---i m 1!.�j CD -0 m M m tn M M _T1 - M M C/) m M C> �u 2__ --i C) C/) 3: C7 M 21 0 -0 E5 0 j ;D U) U) M ;0 >� Q 0 0 C:) C-) M M cn Z5 0 3p, m =:j e ;z -U 1z;l E5 0 n ��-j 0 C) M =::5 m M;z M m 0(-- C-) I �n (Z) Z: sin _M _q U) r- M m cn Z� al __q (n __q C8 C') C) !V g� :z C) m M M:z m �lj 0 adi-I M C") 0 m C-) m (n C*) > 0 Lf) w M > > M m C) M o r- -0 -_-q >< M m a _D_< M U m M N4 ;,00 1 4-C.P. Z_ X rri a) 0 CD M C/) -0 — ;�� M rTl --j N /) rrr-1 U) Lf) Z: 2E __q U) :;! M I M ;u -171 -_-1 M �20 --H __q U) P ;0 M m --i rn PIZ n C-) M M x m :t:- C-) -.--! En K M C/) m CD 0 2M 5� 2 = CO C> oM=M U) C7 K kj U) MM M ?..e U) _n M 0 mo U C) m m — CD m _0 r- 0 cn Co -V C-) 0 �V- m M C') C-) M M M W C) C-) :3- 8 r) ;V 3,3 M -0 0 >. u m K �D_ C) D>_ M U) = M m U 0 ;-< m :d M K r- a -0z ;�� C) >. M -4 CD -> dl M ll�i m C-> C) M :z M m r- M C> C') -71 6 n ;0 M 0 �, 5 (n a) m m M m En m >_ - C) M Z: M m :z Co C-) u M M C__ (n M 0 Z: 2s Ln M C> >m. m m --i . u im -iv En u a3 M r m co lz:l 0 (n -V mein m M m m m FA -0 7) V) C-) P F rn -> 0 0 ;:0 M c Si � K C') si m i= M Q m co a) c - ;w4 m M =i M _0 0 cn m m I Q �4 (A J, Cl 0 M m 0 M u K --i m \ _n n =1 a; — M C) O I C-> m m M M m m >< En o Z: m c- Z: M Z: C7 lz� C/) Is m In. M -0 CD M ;u r- En U>: m :z M C) Ell --q :z M r M --I 2� m r - M u 0 M Lf) m tn M mm Fn m lc> M 0 m ;z En co c C> F1 m E� M U) 'Z. 0 ca a, f m k"ll N ILI b, Sl * A� J 0 x M 0 e X 0 9276 wr=" > -u M Z M C -3 n X I i:: t T1 I I N, 4 e, it U21 IF g t mom, A �A U '8 01,01111 Wk t `ti t A IM t k t:'k k It A'. k k rn 1�0 1 .. . ......... k C/) M V, 'A his g QD k Z-4 00 1 4, ......... �-/ -- - - ------ - --- - ....... . ... V k ......... "I .... ..... I t ..... ..... .............. ......... . I q1V I ... . ...... .......... INN f p glo! ...................... M j g cn PH 9 vll ik- :q Co z 0 hil ;J z OOH x -n ?J4 t, 4 Jl V .x: < S o i{ f "R j ................... It N N U . . ........... . . A W-1 .. .... . ... ........ .. . X. ....... .. . ....... .. .. . ...... ..... . ..... ...... .. .. . 7�1111 .77 . ......... . usumm"M ............. . . . . . m Co oo -j m m m w n - g; n ---I Ln -0 58 00 X ___4 cn >- w ;>p -4 8 �3 = = __4 am M �>o M (-- 0 M 0 (n =:j M -0 C_ ca m a) m G-) a) Z: Ff (n r t f"j- m a) m (-_ r- M r- = — = tn --- i PM 29 � -Zig --1 0 = -0 3>< PM -q Z: 'n t Ln ---i Ln M;o =J ___4 :> r- -.-1 2 w nwm w M w 58 a a s: 's 4r I . = n M u F_ �l = m I a 1-1 M --1 0 0 Cl mo Ln M --A m F w m M u C-) 0 O:C= I I n 2M m m (n C.) C) >. w CD M m I> __4 x C-) C> M ;0 M m fx, m Ln -P. U) -V ;.A �S X Z 0j :z . 4 0 M (f) C) M -4 w m c-) F:_: m r- 1> * �d _q M M C) n - m M C;m WO 0 20 — 0 1 4 ;1! 0 0 C-5 m=Mmo M L= _4 c (n M - ,) -4 a x =r- m C) C) I -n rrl P o -1111 -n cn M M M :< Ln m Ll) -n co :I, - a; Q -0 )> (/)o (2AZ A L,) M -i RD 0 =moo 0 LI) r r� M m m 5,- _n m Mhi m FO -,,- _. , 0 29 M = _* --- 4;0 ...... u m p© MM ;V JO M E. R :'. - m M C') m J0 M LI) =r- M- 4 n n p t j8'C) -0 O;K MWMM M 0 0 C-) -0 fr M Cn m cc 00292 U) U) C') C-) m __4 M 0 0 r- M No (nm =M .055 a) F- _11 L4 m _0 M C> m =r- cn C) C') m m m m C*). r- � 0 m (n M:E m Ln LI) =Fl r- --q --- 1 71 C) ILI m cn m FT1 M M co 5'. C-) m --- --- Z: =r- 0 > cn -A M C-) m m En -0 0 Y: M � M _�_;44 -8- 1 Ln C7 0 c) ;z;V 6 6 6 9 9 N m --q M -V X C) M Ln Cn M M Ln 0 Lf) MOM C/) M r- M ;:0 :z m u M 7z a v o0 C-) W C) u =r- m -73 u :Z m 0 M C') C') C- M m M M I C):::! Z: Ln __4 :D. C-) C) M U) I M 0 m M < m co cn m M a m Co m 0 =;d M m m 3> Ln M C-) -1 zC') ;K __q r- MM m _n r M -4 0 _1 Q __q m __q m m — -a r— , �3 C-) ;D K M 5>_ M m (Z) C) (A < C/) 0 nmm U C/5 m C r__ r 0 -n C:). M �> (n m 00 C) U) u m m 01 m __q co 2 =0 a Z: 5 P X Ln M m - M M = :* a M =r- C)" ;0 Ln >< m C) m __J >. P. �,. -0 u) C/) e m K z. (n m -T m M En =r- M 0 = �; --i o C8 =:i (n )> M ju— M n 0 C:) < ;M0 C') E/) :z M m =6 2 M:z =r- m U) M o =r )> X 8 n r-5. M tj 0 u 00 m-1 DO mC/) cn r- = -4 m mw< co m :E 0 a 0 M :> 0 W X jii m _q cn -n M M _- En W� r- m C) Ln cn -1. 0 (n C> m C7 r - m m Ln En :z :z X M Ln m m =r- 0 M co C7 0 (n n c:l cn (-n r m 0 C= 5� )" -n Cl M X 0 0 �C>2 CA ;K �u �j =n - m .4 M 8 m 0 ccl x -P.- M 8 :I:- r Ln 0 R.In JI; tn. _P_ 00 > -V ED - 3� ;0 m r- 0 0 C-) M r- ;0 C-) r Mu ;08 ;z mu cnm> ta o 2", M m m M u _V M Ln 0 m Z-1 0 m cn = m q rl q --- i V F� M m m -n A; =5 M r- = CA -0 m r- ;-< --I n :_- _11 0 m r- Cn m 4b- M 2, u F= Dost Ln m m Om— M :* M 0 ;a -4 En >. m r- ;0 r- Mm_ > M -0;0 m r- 0 (n M co 0 cn C:) E� M d 2 __4 Ln ;0 0 0 _< X ED r O C� C:l e5 C-) m m r-, C >� -n M ml m ZZJ Z-4 10 m Cn R = - r-1 0 :z m C" m CO CF) " -4 Z: CO — N C))> C:) M 0;0 -< (n 0 tn m 0 M, C) r +-4 r -0 M --- j M C) M En r �1> -u :1> C) M cn m 0 CO M r M ;0 OD M (.0 tn r- C) M -V ;0 M M 10 co t? M n " - <0s f 0 �_ o 1-# En -�, -< - m M Z: E5 M -0 )> m;0 - _n cn 0 cj C, M 1 7 : � -_ 0 W_- - i;l g * , ' Fri F_ M m _--1 tom >1 ;Dm 'z (n 0 < -4 nmm -0 cn m 0 r- __4 -0 :5- 41, n kj --i M --A 0 m 4h- r 70 M �92- U) -4 M C-) n m rl m M = --I - g � M M sn -Mu C.0 M (n > m .0ju 2E m co C -O MM 0=9 MMM Z3 u N3 C) C) I m m M Ln Ln C -) -4 Co r*j > 0 (D > M E< 1__� C) -0 a) U C) > (-- (--- ;;u Cl Mrl cn P3 0 C-) M V C**) C) >� " > m 4 :Hr :� --f- _V CO CY) 01) 2E 0 M M C-1 m SO jj -n C-) m M M R 3 M < X C) o m m I ;; _j coo cn - = )> n c ;0 -71 5 �,� Ohm M r7l Z U) ;o C) r- L4 mo rn M C) Ln M C-) M C:) M 008 -0 C) M Z: r- ppm -4 CO m m M;o M (7) C) En M_ n M �j ___40 U M __q C) m > M =0 p m > m ) :1. 4 m Z: u ;u m m m cl m 71 a) m 2M CA _n e M 0 Ln 0 co m C") 0) m m C) O. co •00 _j CY) •Cn _F� CA C> -71 w M W >- 00 M M 0 M M n cn C*) r- M C*) r --i Dl> m co C.) MnM n a) -71 z-1 K n �1> rinse --j m f- :z C) 2100 C:) m C) m mo mo m M SMI- 0011 M __q Z: M C-) L -q ;u r- M m M -n M -P, m r- --j rl M C) m r -:z m 0m-1 m 3: -0 --j �1> m 0 Lt) M� C: a) c) m C-) )> M m M mu— m w n --I n ;0 C-) m cn:)> M r-- 2M m ;I c 7oo M 0 0 m m > r u):z C) c:> m �D_. n M 0 c r m G') 4 __ =-, - , � � M "i co M C) C) Sn 0 z --1 0(-- 8 m 5 )> PQM omm X� ;lK 0 .11' A, .*,I C:> M M M M __j M M - -q r- Z: co =:::I M M --j - -a C> m w _n M M t, C) LO 0 C/) mjz a) M Z: C-) C) Cl M C-) CD M r- Ci rrl• r- -0 cn C*) 411 11.11 . :z __q :M r- n 0 -n -< M 0 U) Ln =c m C) -4 - = - ><O- 8 NN - M A-0 0 r omm NN 8 m rz C) M Q C) 0 um -q = 0 i;i ?< C-) M >_ r- -.q - M M M a) -n c:) C) - M -V (n M C) W C) 0 En =:I> r M m -1 m MMO m 22 M F- r- (n L41) C U) (n cn >. M (n C) m m Z: co M cn :z M CD r- __q m M ;V _:j C) C-) r- M G) g2 r G.) C/) E: M C) > 0 n (nOv Cl a) 22 W m C� c > M (D M W 00 C) M __j _0 _C) r C-) m -E/)-., ri M c _C) 6- > R -C--)--0 C) M Cl =C M :1> M in -:c En m m C) 5: �1> m n C> co m m M mn C) (n F: cn :c -4 >; m C-) G) :z ;V 6 C) M 0 M DD_ -0 CO u M U com nimC-) m m 0;0 u n --q - U) to M C) .a __q trr En (f) C) U5 - P> M :I> W -per ;0 -V C-) m WMO M U) M :2 = — m V — --j M F4 Q 0 ;u *:z m cn a) CD S. Too oo __q r- M::, M r M < msC tn m M M — :1> :1> En 1_� m Z: >- M M __q tn M __4 Z: 0 m m K P 1= C:) M R m 21 -M M iii m M* -X z C) - M - >_ - M --1:1> m m C) M �J> M C*> a) 0 M :I> m Ln m M _n M ;0 U _0 C:) 0 M 7 MM r- C-) ;:0 CC) 9 �3 r nine r F4 0 M -0 m C) -V M C) 0 M C:> M m n C; — m r_ m m -V -n m -V M 7;z -0 M 0 C) 0 m c M M n C-) < ;0 M __j Ln C) m ;D -40m C) m _n _n 0 M cn _n M MEn M C-) 0 C);:o Fn m Ln _j r- r - C; to M -0 M (nm > C> M o :r.:. _0 0— 0 > M X K M = =-a ;-< M M,j Z< = C:j C7 0z: :2 5M > M > M M r- Ln 2E Ln u C) n m M a);000 C*) 7z C) > m p S; _n M n 0 *;a m n ;u M C-) 0 C:) r- =. m C_n_q n r_- C-) --i "i m m r- > M M --4-0 --A M r- M c -2 0 g 0 C-) =0 0 0 tn ;0 r tn ;0 = E�:,> * M 0 Mmm (n M F > M m r M m :z M (n M c-) C-5 r- I- �5 M m m 2- 0--1 C) a m > M p S� 8 > 0 > ;5 0 M * 6 m Baa Cl 94 -02 o m "q 0 0 (n = C) __j 1:11 < ;r, M _V jEj C) 0 F 8 - 2 (n I2.1 0 m G') > od — z . m U) 0 0 :z C) a) -on (.n m n M M C=0 >m M a) M C) x m f MM c) CD M M C7 C) 0 0 n r,4 - m 2 =M m __q > M M r- r- - (n m ;K M LI) M -M-4 r- 0 ul) M -_- Lf) El) moo= -0 r- m =r- :!q U) c Ra Fn C/) :z LI) M Z: m --- 1 3: M ;:0 7 m M L4 m 0 -0 9D C) M M 0 co C-) --i sD to M oc'm MED = I-- n M � M a; cn -V M 0 =Mn M 0 0 (J):z 5- 1 >,; r- "a i> n *nn m C") 0 (n M G! =r- M C) 0 000 M M�n Fn __q _< (n r- m M J, m :> M m tn a) M _n X 4e, m C/) IM M ;0 8 r- m z m Fn D- >< r MM x __4 8 i6o m M -0 - C-� C) m D> M ti -I M U .9 C) ;a C-) M >. L4,) M 0 w C-) U m r- Fn 0 ):I. G m < =:j (n M M --q:E C-) c, MMMM 0 -10 m 0 0 M U C:j m;D M M m 0 r M m V E M;u --j --i M m C) __92 M ;;u :z m -..q 2 m 0 m En ;V m M m Lf) -0 r- - 0 ;0 m M ;u U) m m 0 ;0 0 Ln -t,. :1> M;z C) m (n 2E m m men M x I f M ;o M C> m --I 0 Cn (n K M �t 0 -M (.n (n C-) 4= (n C/) __q 0 M __j ;V M M 0 LA m .5 C-) C= V) 0 �wn=o Mmc:m m w Ln - C-) r - i 1g M KN m Dc. m -4 (n 0 -j �> r- r- 0 c M - M m m )> cr) ;V Fri G3 m >< 79 M __4 _Tl c M cn a) (n EE is lk M m Ln CZ_ CC C-) 0 tn --- _0 U) Cil C') m C-) C; 21-1 M § , r- C) C-) 5i; m m M;o m M -0 = ;V rr ;0 m C-) : 3 > :�,<:. o:z M C) m a =:!q M M Lf):z Lf) 7U C-) M M MM 0 0 M m 9: U) C) r cc MMM G3 co -H ;z c P U) V) 2E -q M r- ai -11->4 — Cp M M m m r- 0 ;u CC) C) :z m m m M M 0 >i 0 co m m m L4 •(A LA (A kk JNN 90 __j 5" G) f_4 _Vm0w cn (A \ .\\'V%�"i`+ \\\,\ \\ \ O C/) C:) C-) C-) U _0 M Ln n --- 4 0 o a) c-) M to Cn :!3 MM 0 -0 -0 _9 m _n CD 0 MM m --j C> = r_- L Oz 0 --- ljz m m0 Ln C> M r- MMM 66 ;V - M M Lr) o 0 M 0:> 0 ci jo M m ZH r 0 C:7 r- M AWM > r- w c- _< m r - C') r__ M -0 ;;u 0(/) r__ Ln M -4 C) M C) 0 1=1 U) cl W ---I m )> M ;o - m 0 tn m -:A 0 -0 C) m mm r14 :z C) -4 m m �C>l --I >< C) M m m iR M k_j -< : c -n 0 (n m- M -I-- J> - \Fn c- MSO 9 m tn c M M ;0 M M a) tn C) En m cn 3R m ;E c m m cn Q 0:1t- o -'n C-) m M __j Q 28 K U) M m n o a) Q 52 m > m U) rTl MMM m m M M M (n tn u (n m En M C_- C-) c-) Ln ;Z, Lf) ili 6 U) _T1 m U m Z: Ln 0 m M m M c) OR u :z m M 13 -b �J, 1-1 m m C) ;u ::j >..e- — u C) M = K (7) — M --q U) :> K — S;2 --A m C),: U) m iq D- ca L_ M 0 r- M G) M co M 0 r M M m L4,) M m C) LU -n m -0 __j C7 X m r- C7 0- M ;0 Ij m M e -i C) r- 2 m m r M Lr, m Ef) E: Zoo M 0 Mo 0 ON L,) a) X C) --1 9-0 M C/) m co =r- C-) > 1 -1 ;D �__ M < ;0 oou Lr) r- C) U) :2t C,):z m M. X m ED M 0 __q C/) 94 > :z ;u M .. q �- :p. " > cn m q=) m En M W-4 3: En L z m -< X M M m U) r- 14) M C) m _n >w 0 > i� !�� 0 - U) X �'n > 2E 0 C.) n R� = a) 1= cn m 0 :z M "i M >. m X K r- r- o -11 r- M r- =I-, - �_q M m -V:z C= M C13 NSD -NI M C-) -a(-- cn ;V C-) r- Oar C) z (n m _< M M m M En 3: M M g� DVC) Z I __j V 0__q C.n C') :z C-) CO M ED U rc C-) V Ln — C-) ;K C) > LU 0 CC) = CM M K r - m m m m 0 m (n c m L- m m C/) C) Fri 5 C/) ;u M r. - M M Fn -71 io- E� 9 < Cl M cn M �Rb C-) Z: K F U) G') ;0 M K: m m Z: En r- M M C7 - Cf) — (___ t:) M > M 0 -A- M 59 = �q L6 �A V 0 �5 >. -4 --1 m --1 2 � (f) (.n a) C) 0 :z 0 co =r- F) m M Mo m C= o.- M > G') — I [-< �z m Z5 m rri 0 -P- M cn C) r ;J m m -71 1 .1 C-) J;l- ---i m 1!.�j CD -0 m M m tn M M _T1 - M M C/) m M C> �u 2__ --i C) C/) 3: C7 M 21 0 -0 E5 0 j ;D U) U) M ;0 >� Q 0 0 C:) C-) M M cn Z5 0 3p, m =:j e ;z -U 1z;l E5 0 n ��-j 0 C) M =::5 m M;z M m 0(-- C-) I �n (Z) Z: sin _M _q U) r- M m cn Z� al __q (n __q C8 C') C) !V g� :z C) m M M:z m �lj 0 adi-I M C") 0 m C-) m (n C*) > 0 Lf) w M > > M m C) M o r- -0 -_-q >< M m a _D_< M U m M N4 ;,00 1 4-C.P. Z_ X rri a) 0 CD M C/) -0 — ;�� M rTl --j N /) rrr-1 U) Lf) Z: 2E __q U) :;! M I M ;u -171 -_-1 M �20 --H __q U) P ;0 M m --i rn PIZ n C-) M M x m :t:- C-) -.--! En K M C/) m CD 0 2M 5� 2 = CO C> oM=M U) C7 K kj U) MM M ?..e U) _n M 0 mo U C) m m — CD m _0 r- 0 cn Co -V C-) 0 �V- m M C') C-) M M M W C) C-) :3- 8 r) ;V 3,3 M -0 0 >. u m K �D_ C) D>_ M U) = M m U 0 ;-< m :d M K r- a -0z ;�� C) >. M -4 CD -> dl M ll�i m C-> C) M :z M m r- M C> C') -71 6 n ;0 M 0 �, 5 (n a) m m M m En m >_ - C) M Z: M m :z Co C-) u M M C__ (n M 0 Z: 2s Ln M C> >m. m m --i . u im -iv En u a3 M r m co lz:l 0 (n -V mein m M m m m FA -0 7) V) C-) P F rn -> 0 0 ;:0 M c Si � K C') si m i= M Q m co a) c - ;w4 m M =i M _0 0 cn m m I Q �4 (A J, Cl 0 M m 0 M u K --i m \ _n n =1 a; — M C) O I C-> m m M M m m >< En o Z: m c- Z: M Z: C7 lz� C/) Is m In. M -0 CD M ;u r- En U>: m :z M C) Ell --q :z M r M --I 2� m r - M u 0 M Lf) m tn M mm Fn m lc> M 0 m ;z En co c C> F1 m E� M U) 'Z. 0 ca a, f m k"ll N 0 -71 -1 --1 -n 7,4 ILI ::E * 0 0 x M 0 .x X 0 9276 wr=" > -u M Z M C -3 n X I T_ 0 Mj ... ....... o x CA) C�� Cf) M z 0 0 --' ?\- 0 0 — X rj (n C'S Z Z z M X, - cn C) C) M > M z 0 X -n > x 0 > cf) > CD G) C/) 0 I G) > (j) c: C/) CD CD :* 2 . . ................... -j :� w -j M 0 CO 0 0 " . ... ED M 'a) CA) 0 :: 5; 0 0 X co o pm C0 0 co -4 CA CD CO (0 0) 0 3 p •:3 . ......... . . ...... . .... . CD -r — - - ----------- .... . ... .. ..... . ......... . ........ . IN .. . . .... . ... .. -.1% ........ . . —7 ......... rt - -sn O CD a ...... . ............ ... .... .. . ....... ----------- ......... �4 < 0 Q c ............. 0 -71 -1 --1 -n 7,4 ILI ::E * 0 0 x M 0 .x X 0 > > -u M Z M C -3 n X CL T_ 0 Mj 0 =r 0 =r, 0 r- o x CA) C�� Cf) M z 0 0 --' ?\- 0 0 — X rj (n C'S Z Z z M X, - cn C) C) M > M z 0 X -n > x 0 > cf) > CD G) C/) 0 I G) > (j) c: C/) CD CD :* Z C -j :� w -j M 0 0 -71 -1 --1 -n 7,4 -0 ::E * 0 0 x M 0 Co X 0 > > -u M Z M C -3 n X CL T_ 0 K 0 =r 0 =r, 0 r- o x CA) C�� Cf) M G) 0 0 --' ?\- 0 0 — X (n C'S Z Z z M C: < - cn C) C) M > M z 0 0 -n > x 0 > cf) > CD G) C/) 0 I G) Z (j) c: C/) CD CD :* Z C -j :� w -j M 0 CO 0 0 " ED M 'a) CA) 0 :: 5; 0 0 X co o pm C0 0 co -4 CA CD CO (0 0) 0 0 -71 -1 --1 -n 7,4 1) -71 -0 M :E Ln 0 0 x M 0 ........ . . 34 0 5, F 0 5, 0 :3 -0 -0 D CD =r =3 0 CD 0 a a rl :3 C -1 0 - --I C -3 CL C: C/) 0 =r 0 =r, 0 r- 0 =3 D CD (D . a — 3 9 _Tl 5* 0- I _u 0 C: < - cn z 0 CD G) C/) 0 I G) CD CD :* c 3 CD < CD CD D_ :* (D * CD 0 -1 0 - CD -, < CD CD a CD M 2 r -l- K: 3 p •:3 CD -r 0 CD rt - O CD a < 0 Q c CD M z j rn x 46 0 0 CA cp 01 Ul Ul M _j_-_ _ & M Ntitz, ........ . . it " e�, W ol .......... C> C/) _j_-_ _ P:\23\2005\05040-01 \Cad\Site\05040-01 OV GR.dwg 08/28/09 09:36 N co _ 7�. 18 0 %Z:m w• :O, .m —� �....... \.v u; e �\ ... ....�..,,x .....�.... \? �;� r : Z C'S. o't7 4 p • - OA cn AV, Z Pi N„\,\,a CD A CM NOMMIN .. x �MEN 0 Z MIN CA) ...,.� u 70, O> r > m Z m -` m � TI 'J = o 1 CO 0 -` m CO CD G7 0z0 � i'J w Z ZZm � m m-Gz —� 0 -n X X 0 DCf) D ZS CC C ym0 � w n � a� o o1D om 0 0000 �0 - CO 0) Z 3D u 70, .:,. .., m ,*@5-04,C�\Cad\Site\Master Grading Package\C6-0 05040-01 SWPPP.dwg 09/17/09 16:30 P:\23\2005\05040-11\Cad\Site\DIRT-PILE\C3-1 05040-12 ER-DT.dwg WE (n (n (n -i z - D 3 z z 0 K O� p0�-0 m m0 i >>�D \ G7 (n (n `ys rm(np s m D D m < _m W W V J �.•Vr•.4.+ rill mm ' a r- ;v Z , DSO!'`: i zDD0\l zX m Z z 1 C, s i Z c� m 3 z 0 D C- 0 Om TI pip O p M ;o -i o � p p 0 ' O mD -m- I --i M -z .p -o - m Z = 0 ;a o � Z_ -H MD --� n 'a ---ems co O Z O T`;\ -ox r- Yn�,,,', i O D m 0p ,a • V 4�w' Z ..... •.'�.. pM Z ; 0 z Z rn �.� ::� ' : 00— r Z O m r� O Co--qZ nD v1 i Xm r-0aa a O Z (n m D Z 0 �1 coO U) MNI F--� \•..�v•,A: [nom IN s \ �:• M z V OmM M= O -i M O -A W `-J p D L 1 >O m z H z O to F � ,'���tUF ♦ \ •D ....y, 0 - \ G iz;K O mf o m n m m Y^ m m o XW v 20� Or- X O �z ::z�.. � ., Z,.a7, .,�..., ,�:.. n m 00 oho D c Cf) W ZZm -o m J FTI 7 rnD rn -t Z m T N X D'^Cny (.J Z o�ccn V,C CO ��' C En -jmCO 0 Nom o11� =0 �o m Co rn o 0 -� D 0 X om Oma , co - _ �0 Fri 00 0 m Z O to F � ,'���tUF ♦ \ •D 0 - \ G iz;K O mf o m n m m Y^ m m o XW v 20� Or- X O �z ::z�.. � C: m m G)� n m 00 oho D c U) W ZZm -o m cn o rnD rn -t Z m T N X D'^Cny (.J Z o�ccn V,C CO ��' C En -jmCO 0 Nom o11� =0 �o m O to F � ,'���tUF ♦ \ • J JJ'N w m � r oz r=za rm -iN m= D n z Z A COZ r _0 =gym n m m M co m X D c') o �o 0 g m rn •D 0 - \ G iz;K O mf o m n m m Y^ m m o XW v 20� Or- X O �z r � C: m m G)� n m 00 oho D c U) W ZZm -o m cn o rnD rn -t Z m T p X D'^Cny (.J Z o�ccn V,C CO ��' C En -jmCO 0 Nom o11� =0 �o m Co rn o 0 -� D 0 X om Oma , co - _ �0 00 0 m Z �*rtN Nm 0 o • J JJ'N w m � r oz r=za rm -iN m= D n z Z A COZ r _0 =gym n m m M co m X D c') o �o 0 g m rn sq o n r C-) Ul P W N N m =csirn A m�ooev-oz o o�mz�A N_rn O 00 vmvzJo0 N�= m mzA cz (n ,A - (o v �-i56 s r co �o �*mc�z; z m UV �z-<zNo C)m N ^ mono -Niz N UuU zMm�, Fri _ n � cn o nc''mom�-+Fi z g o m z z N z A N n4mcnv= �� o Aoz a oz z fJn 'AZO n< -In fn �mOcn �v c A o Qo Q P z A Z m o v ZO Xo CD Z -i M N O o tom -0 cnO to Eqm mmz m Ln M> N m z O� N O 0 - \ —U iz;K �U) z mf o m n LW : Nim M m o MMM -i Or- C/1" �z r r") 2 2 2$; N 0 n m O ITI D c � m -o m cn OO m mho oZo 0 Nn vD o�ccn -vMM ��' En C== Nom o11� =0 �o m -n � D Oma LQOR 00 000 ANN �*rtN Nm o zn� my = m oM -o rn M A v i= -rt cmi c Grp C== o z � 0 m Il I! Il -rt sq o n r C-) Ul P W N N m =csirn A m�ooev-oz o o�mz�A N_rn O 00 vmvzJo0 N�= m mzA cz (n ,A - (o v �-i56 s r co �o �*mc�z; z m UV �z-<zNo C)m N ^ mono -Niz N UuU zMm�, Fri _ n � cn o nc''mom�-+Fi z g o m z z N z A N n4mcnv= �� o Aoz a oz z fJn 'AZO n< -In fn �mOcn �v c A o Qo Q P z A Z m o v ZO Xo CD Z -i M N O o tom -0 cnO to Eqm mmz m Ln M> N m z O� N O Ln mv-o 0 z zrmo mzm v a) AJ o :17 �v4 m �z� N c- �oz �z 0 - \ �c iz;K �U) z mf o m n : Nim m o MMM -i Or- C/1" z r") 2 2 2$; o N -Ac Ln mv-o 0 z zrmo mzm v a) AJ o :17 �v4 m �z� N c- �oz �z v e.co� 0 �c O CO MEN "" m n : a C/1" 2 v e.co� 0 �c O CO m n : a 2 2 2 2$;