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SPECIFICATMS AND STAgW* DROINGS ARE AMALE -FROM 'TK 'T."NRE", CO..,**.,.N.--.�T...""P.�"-",C-"Tl�*'*�o..--.R,. ,S.��....KLr 8.1411,1--, 2.. A-La- PERMOS, REQUIRED BY LAW $HALL BE A.'11`-,'.;,- --l'-'D BY OINF STA.,,NDARD Do-R-Am' 004. THE`. �j AN[ I IR -1 D t"s P OF �.IS S :,s-ii-t-E AT ALL TtMES. AW "OR ..N. -O- T -c-0Y.f. ZED 46---7 -I C-7` 'A 141 N. -GiS AkND -I-,E DRAIW ;HERIF -MAD. Pi'.RT OF T-..H--.E-,- S PE, If XCAMONS 3sc: TH STAN-0-08-DS.". Soft-lhl A-04"PROVED BY T"44",E, PRICA, 'T*ru H4 RRE ON. A.- _,E E A S WIT UT TW A.PP OF, 4. REMONS: )MLL NOT BE MW TO IHM P-1 HE WOR CONTEMPLM,, AS WELL AS THE PLAA.M."', SP, 1 THE k,*,NT.,RACTL R S14 -E-N4-:KAM4NmE' lNue'-E SITE" vcw.--: T IffC'A "ISXIU"B�.�m-li�l-s-�3�-lIt.�01,N.*.,.- -1,iR, HAS !NVESTOMO THE PRWECT SffE AM IS SATISFIED AS TO* THE OF A BID PROPOSAL SHALL. BE CONCLUStv MNCE THAT' !HE -COWROCTOR/SU 1106 'T" T X THE LOCMM� OR EXISTENCE OR NN�--EXISTENCE OF A, RtEPR, N-11-A- TI Of, -HE -,.C,-C.;,U; M-1 Y 0 APPROV& OF THBE PLANS. BY LM DOES Of` MA'. T.-0-1-- BE F 11 "L W."I Mr,". .1 T A A -R CONDMOM "TO BE EWWWERED, THE CHARACTER, QUALRY' AND SCOPE OF THE TO, BE PER ED .1 T. .H11" L OF -Ki! P"f_ 0. U 1 L RE W "'A RIC T,1! F 4LU TO. Mika REQUREWNn OF THE RD PROPOSAL PLANS GENMk. SPEC -w % IR EET A REQU OF LM AtO RNOM CWW WILL 8 EAc N;60 MR R !,,N SPr C-AN BE ff E A -MIM. -IM-U-1-Mmi THE CMTRACW Sl� NOFY THE UND MS , 6 TO. REG-INNOIN WORK SO THAT 0 04 E. I W,E E-K "R -TRICT OF "D 'I"E & D R. GE 4v WICAR'.K�,* ON THIS PMM SWL FAWL%MZE HIMSELF WITH THE SRE AND SMLL BE SOLELY' RESPONSIBLE FOR ANY '7� 7,11E LLWI -1,0114 THRE EF S- EtTS OF' PROJECT DROMMG& SAID E)OSTING �MPROIVEWNTS SHALL INCWDE BUT' P Li eT T DAMAGE TO* EXOM FACMES RMUIMNG DIR OR 1NDIREM MM r"'OR -.SNA,L L BE FURt AN P 1-mPRIMEMMTS %iALL BE REPLACED OR REFWRED BY BE ES:� DRI FEW;Elz7 0 SE� AND SHALL. REWK APPRNX. �BY THE, DIStRICTi!; E E TH. *ffmcm AT HS mm THE CONTWM SHALL MODW 'TO. CURREW 'N LUM D19RICT REPRESENWIVE, IN'SPCTOR, COUWY REPRESENTATIVE.,,,, AN- D T 5, A PRE-40.8 S-H 00" R TO C 0 N S7 U,-C' SHA�L c Q A-,: .*1- .-*1 1 --- A -U H.C L RT.Fi f 1 ,L TR E­_�C_NN.1c :N, Wil 4C. IHE com T TK UNDA U. REPORT BY A. .4 (",*ff T 0-R. E W- 1 TH P,R_(m C I-H F c N L I 611�- c SM1. WE ALL NECESSARY PRECAUTIONS TO PWW ALL EXIS MES IN PLACE' F" THE PROPOSED FACIUTIES AND C.-O, n'. PE CONI RET1 IS N p, 10" XN )f �I�Rffll- .4.- L r. REM&WN IN T NG U 0.EX ME UNL., L IP OY LLWD VILL 8E AT THE :DPM 'Of THE C X,F1 E--*'N,.S AGED FAr'R DAM OOMPAW .WHERE DAMAGE iS. CAUSED BY' THE S Tf-c'. . r AJR OR: L .. Ilt, AL t4C. �,E E WIT SPECIFICA "N TO S R.NC. -C s A� 0 '0 A-WMS PRIOR .TO %D R WD DS T TWU UMOWN TO TW Lt A MI. I-iU-,-M F.-0 14 R S HAL WR RES -SPEMAL TRENCH BACMLI:k, SPECII.- 2 BASE REQUIREWNTS,. 7 -.CEmE R.E..''tA -D TR,,A, .f EX S 'Et OR T-FY UW PERMIt SECTION 9 P D ER.-THE COUA-Mi-N ,.:E Ot�flREM REwRm sYSMM %UTDOWN, AM DROW Of THE -EXWM- �FACtM SWL BE DONE T A7 AC "T S.Fl., k5i CON 0 TI.E.- �IN E, s E 1E AS H,01JW IF THE L R.. TO S-1- RD. P UN-7 S, TH.."i U MITS ,E 4. Pi E 4E A D STREET ANI, AW11 OTHe THAN -90 E. -F _y L "D PNDW* MW OVERLAY' SHALL BE AT RIGHT ANGLES M TK' SWU ENCOMPASS ENW TRENCH -AP LW- G WfMN PU�LJC MHT OF MY' -AS DiRE(,�'I'l�*",."rl-,E�*.*.*""D T114 ulul*qT REPLACE. OR REPAIR ANY aAMAM OR AUERED EXISTIN MPRMWW OEEC E -A-N 'R LAT.E.I.M-i -L WITH.._.ME-T 8,iA-C F- P .'T `710 A HIGH LETTER LEI).T SHALL RE.. SERK0 WITH A WN" ONE (1) NCH COPPER, V. S R C ,,NN F C ,RB- 0-R. , tMa RIN I NE.WIr CURRO L: WA. "ER x T `P N A SH. L. BE-" CHIS.."ELF. IN .0 EXIS-1 -p -ING LANE RE-7 08LRERATED IN K!, D D4 D BY THE COUNTY Of RNERIZZ11 'TH BE REPI .-,.A-i ND R A W11 LLWD $.'-Ai, DRMM' 5 OR LLYO�4.;�. AIR REL WM REL E LED. IN 'A A TERIA LS, T-.,'N 9, .1 PF SH-A BE. CC M ff W-1 RE"T UREMOM OF RIVERSIDE OOUNM UY0,, AND A,W,". RDS FA&URE TO T .F -14 UU- ;F*, 1R.E. HYD--,,-.A -.N Be INSTAIED -Ar ALL H" POINTS. .-A %M 0. AT A L" P01 IR R,&N--S U ED IN UEU 'OF A "SIAIED N THE WH PONT OR LOW- POMS....IN THE, PROFLE...'S LOCMD NM R E OR U A M 'A 'THE E "T WMUCnON, KGULAtM,. GUME WARNM SIGNS WMN ff S-14A. ,LL .0. INSTALL k4i CO N-,F-0 f? lox. P R.Q R R 0 N AAND 1T-S-- TO: E SAF E FOR-., P(ALIC AND WORKING UNTL THE FINA COMPLEPON AND ACCEPT-AN..1, -E E BE. FIELD VERIFIED AND WTU SHkL.-BE SUMM 10 UAD PfWR TO -C N H -.L'L TR A U.0 R. S,-HAL L -p K-,-,I�_1 ::.. I..I 'T N EY Df r&s,T w A, !EAS WHERE CONM=N: CM0 RES7RICT WR$*L ACCM., TO PR S D I IT, k r S F h A Sii-PE,*CI.,-IC.A-T]'-O.',,,.S--* W11T.-Hi S. 0. R.D- QTtN -Au S. A Sb 1, BE P iES u- 1.1. 'THE C- 01INTMAII.C..17f, THE,' Of PRKA '�W CONMaMe D PIPI't G --..N U' AP D`u- Ar T1 THE M.AX-1 W--K BE 4 A T,H. IF PK EXCEED c D PP A -F T V U F .7 ,: ..A IC oe A 'TO THE -SW EDGC 5� f E' m ED�E TO VENS) St� CONFORM 1-2 10 N RE S U N SHEETS jN ADMM� -t 2, HS Fz. PE'. I A .0 T 0 WT E .'' I 'T* S 0:L 0 �A R -A- -L F D F HEAM SENM KOWREMEW& ED PRE$ENCE. :0F THE MSTRV t 'E R 7.0 W WOER SEWS U 4 E C- M SH .. E)(Pr THE EXIS7M PR.".1,11OR TO CON9MVION- OF; W WATER ANO/OR SEWER LM,, THE L 5 S, R '14 2. & 12 A F TE,R''D f-R,1.0.mR, "'r.0 aR, "Y WIL --OCCUR . ........ 19,,, C(, R SHALL DI"FEC E. M* A. -PP U-1 THE" I t fry.rLEV TION A 1.0C BY (.F A: PROPOSED CONNECRM ID A DWW FACIL OM Wt WLY APPRDYk P ............ PR S.- APPL.1 SHA LL C 6.0 11-1�E-.,,.,".T.��R,,,,""T"IA OF E c E A 0 '0 ' E V .0 L C -TI DR L(r Fi 7: C S OF "TH E m D OF DIS 24 H 0-U, S 0 P RE Ll E ED I 'H A ,w 'D --i-A E. RESCR-18. N _t T PC! M. AT L Ds CT AND S. E By E 14. N-0, EX-M; ttif MAIN S SE, OPERM BY ANYONEOTI,0- `T�M A. FOR ALL U, Y. T.;.) T E .0- -R. ........ .. S- PE 10 A N PHYSIC-,& AND CHEM E- INC IN Ac".00 A,T Fr SHALL WT SACKFIlt. A !RENCH UWIL THE. IN$PEMR HAS ,,,'�,­BUILT SWMING ON ALL. SWMRES,, ff SMi BE 1W : T FUFNSH H ..... 0 'T Af4T..A CO NST C- H RES P E, SMALL.. .BE "A (0, S_ !ON.-,'. T01 R IN:, f'A ' A - OF Un AND THE A~ SMOM+. XARE 7$ A MEDI AFT CO. , f ..-U FOR F 0. T F AGE- E. WILL BE- ECT A.. ., REQUH�E� BY OMER D1. A- s juk"13sc C71 ALL PMITS: REQUIRED BY LO SHALL SE ACWMED -BY THE 3 OR U.-W, 4;,: ONgKXM !N ACCORDAKE W" STMDOW DROW NM U*�1 AND LIN "DE Nco,'E" 00v OF T N E, T FIRE H K C EQLgREMEWS F DISTRICT SHALL. TAKE 22 .. ...... C N L .E T-100-11 -S ii-T R 7� N. w N-0 1 C 1, C H -12 ff 21 WA -,H- G I..W1 .R0 L P.PE) A. LL u E THAN PIP-E W.AmN U,F- ,X, P R,E R .17., PIPE JORM S NOT BE PULLED GRUTER: T I D OR At ANY R -Z F 'L 9 ST Wl N 24, RE NTS SSH USED W THRUST 8, IN ACC WITH� L -AN OR.-A L IS O�F C 0�, OU R Dw N- -A0 T�, *E S CONTRA� %0U: SWRE ALL 1RENM AND CONDUCT ALL CONMI OPERATIONS IN CCORDq4CE NTH CAL�-O" RMUMMM. ALL: :CMFKD w TE ' GN A -ATION OF 9, 3 COOR A T R rM A -0 BE K.,p *4 "F-LAN E,-:0 A,N- 1:N A,T W f -P0fNT 5 0, ''T �R ,'_.'�N -.04, MD Un E -A CON GENCE N C& D -AT Rr E '941 T.R N C kL T. fIED SY A SOIL EWHEER., THE SOK. EN NEER SHALL SUEWff A REPOK H BACKFILL StkL BE COWIN(AW INSPECTED,; E .4G. CA CU LA,- A,T. POINNT' j, li 0- ,M*,�'..*�"-.,$,qil",�,/,7;"INr.�: All THE C." :SrS T -,-. NE DUR940: THE WORK W; IRE�00 MAY BE LEFT OPEN ACRM ONV ONE C" SOW At A TWE:� NO 'TRENCM SHALL K LEF ------------ P:R U Z,0— At pr TfA-81L WAT 11 N .................. BE ON D EN HN" TO ACT: ON' BEHALF OF THE W WIT A. 21,. CON"RAC SH r,-E AtE A OU SUPE fN 0 %M041"MW %OLL AND 1509,4= PRMURE ZONE A` AL f �IND�EX ........... 4-2**' DIP:k -0 .3 p rc T 101 N THE SWLL E ALL ESSARY EE OF S T E X I PIMNE5 AND 81. a..E' F -,A -A R. ,%E 'N A' NT G.-IR-10JO CAMP: P*F-,,' 84, PA ME 0 S 5+4254-2;2 10 V. 14+00�,00 -T 12* RS kT 2'E-R SY: TE�M CE: F N"$ 70, PR=a M PME AND SUPPORTALL. EASUK- UT1LfTW$-,: ExwNG soma EX! POEMW UC F SVRROUNOING WKf!LL AND PAVING� s RMO OF: WKFILL-4 An I L z m AR 'VE-3. 0 R STA. '14 .0 N T-CE" c RiVERSIDE COUNTY ROAD IMPRO"ENT 5MMM ANO SPECW"MM T NO 0WIRAw I 4 C N TH T 7 E '*0. .... KE WMU DiSTRICT ND T 35. Of _A -OF. -7 �_-F:'.I CCORDWE WITH THE WUER MN 25+ P 4_'T BE AD "T OFFS -;A I F 0 -0-- '5._�A ...... 6 ON D 4 '0 w "'N MA 45+00"..0 'TO SIX 21 FOTE OM CONSTM A GWRAWEE -S D TH.S CE R' E A I 'T' ,---,-' 'Si-Ci...-L 4 SITFOR E AND DiSTMWT UA 'M� COWWTOR SfiALL BE RMP01SIOU. MR THE CLEARING OF' THE LMES. THIS IN .LUDES AREA, MD RELOCATION COSM OF' ALL: .:EXMNG UP LF, SKC!nC Qt�� RDWS., OR C OF E ,.- A,H Am,U1 H.... C R, ��MAT 1T "LL Soppty WMR -70 �Gs ORWMT AT ANY UN UNES AIDNG� T PRMCT FRONIAM AS REQUIRED BY THE: CONOM OF APPROMR,.. INFO M 33 A S E Ov Co"E 0! T, HIL +64 FOR FIRE PR CTION OR OMER PUR RE s 10 EDULE AT LEAST 48 HOURS PMOR M KOINNM OF Z, ........... AM :VA&V L. AM-H R 1:0 0 4,o L ................... "N -H 20+OOM 70 SM 27+223 QWtffl R S AN N F 1, "K CONNNED WTHIN, �`,MESE PLMF Lj Y !HE. COUNTY ENCRIA PER IT' I-, kNi-D IOR, A G,:PA 1: PERMIT HA$ BEEN SSUED 8 EMI(IN: THE -0 OF RWSIDE, WORK' CONTANED IN ESE PLANS 1S. SUS JEC ...N M�S 42 7"...9 tP'H ',N ....... COUN PER 1, E E H*M PER_--� rrv. ........... ...... ................. EE H-, T. . ......... y 0 �t OR..- -1 R DISTfMT LME WATE T A.* IN N E .... .. .......... ......... T A L B W? K CONTAINED ON ESE S S H.-.AA L ....... 37.8- R- -------------- f RIVERSIDE CAI�- 0 -P. Vv, -ME- NC Ht EW PERMIT OR A f�z Wf-AT,':-i.R, .7,0 -N P A, 1 D`NG G L J PH PER-Aff HA 8,EEN ............ ............ E R-y- 4 1 PR�EPARED UNDER 'THE EN TRACTO :A Tr , NOTE TO CON E .-St _C. _0 SU P RM. .0N OF ................... 'T H,E CON TV-,-A, S 0 ETE R k I N E DAI A. PR DA TE KA 4 ....... ------------------- D FORESTAR TOSCANA,� -177 S.8 TO R F V E NO R -C77-435 NGtt .................... R -PA. N BY+ RR 0 Al THE Kiw wies b D ION' DE.,.,S.. -f.-f:ms-E.) B , P. D KED ------ ........... ............ KI T o �/ o Q ® I N Ir_ s a s WAR ' ® I' ®� r- w 1 " - 40' 0 20 0 40 80 120 O 1J Z � Q MS 4279 IP 140004 3 N LEE LAKE WATER DISTRICT LI=E LAKE WATER DISTRICT S HEET WORK CONTAINED ON THESE PLANS Q ESsr APPROVED FOR CONSTRUCTION A L B E R T A. ENGMFMNG CONSULTAM CORONA CALIFORNIA SHALL NOT COMMENCE UNTIL AN � ��.ROO 3788 McCRAY STREET ENCROACHMENT PERMIT AND /Oft A �` rT �r� RIVERSIDE CA. 925(16 TOSCAA PROJECT GRADING PERM HAS BEEN ISSUED, g y `° PH. (951) 686 - 1070 1320' PA AND 1509' PZ WATERLINE IMPROVEMENTS A NOTE TO CONTRACTOR: NO. C77435 GENERAL MANAGE DATE: PREPARED UNDER THE DATE: A S S 0 C I A T E S TEMESCAL CANYON ROAD OF 11 SHEETS SUPERVI I N OF: . 04 , THE CONTRACTOR SHALL DETERMINE DATE BY MARK APPR. DATE s>...cry kl �4 : - ,. - STA. 3 "5 +00.00 TO 45 +00.00 Know What s be'lO THE EXACT LOCATION AND ELEVATION q AE SCALE: 1 = 40 BENCHMARK: DWG. N0. <? � REVISIONS c+F cnu � � t.. ,� w Of EXISTING FACILITIES PRIOR TO { ��� before you dig. i� c cw�— cG.�2,B ' 3-2-/5 [ FOR: W.O J CONSTRUCTION. SEE SHEET 1 FOR FULL DESCRIPTION FORESTAR TOSCANA, LLC 13 -0177 -- Y � DESIGNED BY. R.P. DRAWN BY: R.P. CHEC{CEt? BY: S.B. R.C.E. NO. C7743� DWG: �- ENGINEERIN R.C. DATE. 9� 2 S lllJtMLL I/- ILL YV[fll IIARLL I/- [NJ UMIL STA. 45+97.63 EC VALVES AND A 12" BLIND FLANGE (SE) EX. R/W PER FOR CONTINUATION SEE SHEET 9 STA. 50+71.21 CL TEMESCAL CANYON ROAD RS 136 - 94 - 100 STA. 10+00.00 CIE TOSCANA DRIVE R PROP R/W PE C) PROPOSED 12 GRAVITY SEWER - -------- - -TM -366 43 C) C) GONSTRUCTION NOTES 12 DIA. DIP (CLASS 350) WATERLINE 12" DIA. RS GATE VALVE, CLASS 350 PER LLWD STD. DWG. NO. LLW-24 O 12" X 12" X 12" DI MJ TEE 2" AIR VAC & AIR RELEASE ASSEMBLY PER LLWD STD. DWG NO. LLW-6 @ RESTRAINED JOINTS PER LEWD STD. DWG NO. LLW-19 U-1 4 0 INSTALL AV /11 1 LLJ U V) Qo W M 12 SS I 2-"VW )"ss NL4656 4�5&5-8' 1 2"SS 2"SS --�' 11 I 2"R C3 U) Z: C T T T T 0 Z LLI ER 2 V) FIBER FIBER FIBER FIBER -- hBER LLJ %) _j U) Y- & ui ------ --------- uj OHE 0 'OHE OHE (D L6 x X X X) � ------ X X --- ---- ----- Lo ui ui R=2417.00' A=2*19'29" L=98.07' T=49.04 . ...... 0 cq Of UJ Z m > C) < Uj cli I F- I STA. 50+09.31 njo GONSTRUCTION NOTES 12 DIA. DIP (CLASS 350) WATERLINE 12" DIA. RS GATE VALVE, CLASS 350 PER LLWD STD. DWG. NO. LLW-24 O 12" X 12" X 12" DI MJ TEE 2" AIR VAC & AIR RELEASE ASSEMBLY PER LLWD STD. DWG NO. LLW-6 @ RESTRAINED JOINTS PER LEWD STD. DWG NO. LLW-19 U-1 4 0 INSTALL AV /11 1 D[P_--_(C_LASr" 64.5": Q 1 - 50).-V IATER LL-5 v*_V,-(1 3 -G,.-PZ.). - .2_.. ..-D.1 LINE- .............. ................. ......... .......... .............. -------------- L� JOIN ---- ------ 7PROPOSED IN IS"_f 4t D_' 2-33 �-EST-RAIN`AL- Q12. RESTRAIN ALL JOMTS �RAN _1 @ PIPE .......... ......... ------- I L................. ..........I..... ............ ....... ............ ..........- ........... 7---7-7-77- .......... r Op5m ................... ................. .......... --------------- ---------- - ----------------- rn ............. 0 .......... .................. ........... -------------- -2 M,144.;,. .......... 0 R. A ............ xi ........... ........... -crjr:_j u U- + C) .............- ............. ...... ------ ....... ----------- cq CN ............... PROPOSED ARCH ------------ C ------------------ U�vw 16RIME .......... .......... -------------- I v >< ------- -------- ---------- ....... �c c��q ui C:) bi CD + 04 ........ ......... ------- + (N r ........... UJ LLJ 00 c 1 ED ------ .......... PROFILE SCALES ... ............. ......-—------------- ...... —40' HORIZ. 1 .......... ------ VERT. 1 4' 1 1+00 1. 0+00 12+00 13+00 14+00 CONSTRUCTION NOTES 12- DIA. DIP (CLASS 350) WATERLINE TEMESCAL CANxT/,r0%N ROAD S,EE SHEET 7 PROPOSED 12" WATERLINE 12" DIA. RS GATE VALVE, CLASS 350 PER LLWD STD. 20 DWG. NO. LLW-24 1320 PRESSURE ZONE 'A DRIVE STA 10+11.00 TOSCAN 5 12" X 12" X 12" DI W TEE STA 1 +75-53 STA. 50+56.21 TEMESCAL CANYON ROAD IN�T�LL TEMPORARY X INSTA .BLY PER LLWD STD. LL 12" TEE WITH THREE 12" RS 12 BLIND FLANGE 2" AIR VAC & AIR RELEASE ASSEM DWG. NO. LLW-6 GATE VALVES AND A 12" BLIND FLANGE (SE) AND AV FOR CONTINUATION SEE SHEET 7 PROP. R/W PER TM 36643 D STD. DWG NO. LLW-19 Lj-. PROP. R/W; P;R PM P. C G TM: 36:W Lu Lj T7 00 et% 0 2 'RW 2' R. 12 '-�l 2"RW I 2"F N N s 8"ss z: 0 DRIVE Lj PROP. R/W PER STA. 10+00.00 CL TOSCANA. 0+71.21 CL TEMESCAL CANYON STA. 5 ROZD'-' 0 Im LLI < STA.`� 11462.06 PROPOSE PROR A" SD X114-G .n Lu PROPOSED 8 GRAVITY SEWER FUTURE IMROVEMENTS < 24" SD < z PROP. R/W PER C4 STA. 10+22.00 3: PROP. 12" SEWER XIN CULVERT BRIDGE LLI LO 0 L'j > vi 0 < Ld CL C-4 0 < CL z NOTE: z < L UTILITY < WF-BB own& emmmk. m� 'PLACEMENT TO AVOID EXISTING FACILITIES 5 10 F _0 BMW uj ry > < v SCANA 1 40' cr- C) 20 0 80 1�0 Lu Z < co MS 4279 IP 140004 NOTE: LEE LAKE WATER DISTRICT LANS LEE LAKE WATER DISTRICT SHEET WORK CONTAINED ON THESE P P_ UCTION A L B E R T A. ENGINUNG CONSULTA"S SHALL NOT COMMENCE UNTIL AN . 4 CORONA, CALI[FORNIA SLO 0 0 e 3788 McCRAY STREET RMIT AND/OR A AV TOSCANA PROJECT GRADING SUED. RIVERSIDE CA. 92506 -PERMIT HAS BEEN IS PH. (951 ) 686- 1070 1320' PA AND 1509' PZ WATERUNE IMPROVEMNTS '2 NOTE TO CONTRACTOR: DATE: NO. C774-35 DATE: 0 A S S 0 C I ''A t s TOSCANA:DRIVE SUPERVISION OF- OF 11 SEETS 04 ALL DETERMINE DATE BY MARK APPR. DATE STA. 10+11.00 TO 15+75.53 ON DWG. NO. OF ........... REVISIONS SCALE: 40' BENCHMARK: EXISTING FACILITIES PRIOR TO &'�- e _j Know whars below. THE EXACT LOCATION AND ELEVATI Call befbre ycm (fig. FOR- W.O. _LDEEN _SIG :[ED BY: R.P. U- CONSTRUCTIO . DRAWN BY: R.P. CHCKED BY. S.B. R.C.E. NO. C774,�5 16e DESCRIPTION FORESTAR TOSCANA, LLC 13-0177 DWG: E NG I-N LNG �..C.E DATE: ............. ....... . Ns