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962s_wt (2) LEGEND ABBREVIATIONS \ AI3ANfl. - ABANDON PROPOSED PIPELINE (SIZE NOTED) AHD. AHEAD STATION f PROPOSED GATE VALVE PER LLWD AV - AIR VALVE STD. NO. LLW-24 & LLW-25 (LINE SIZE) AWWA - AMERICAN WATER WORKS ASSOCIATION EXISTING FENCE BC - BEGIN CURVE FUTURE ROAD C/) END CONSTRUCTION BK - BACK STATION E EXISTING UNDERGROUND ELECTRIC BO - BLOW OFF SEE SHEET ALIGNMENT r BOT — BOTTOM W's EXISTING SEWERMAIN (SIZE NOTED) - CENTERLINE Ci'TS - CATHODIC PROTECTION. TEST STATION CATV EXISTING UNDERGROUND CABLE TELEVISION MIP - DUCTILE IRON PIPE DIA. - DIAMETER 2"G --- EXISTING GAS (SIZE NOTED)Lij DN - DOWN T EXISTING UNDERGROUND TELEPHONE EC - END CURVE Lu , co~ ESMT - EASEMENT Lu 1 8"w EXISTING WATERLINE (SIZE NOTED) EX. - EXISTINGLij FUT - FUTURE EXISTING EDGE OF PAVEMENT FL - FLOWEINE S � R� _�. �—� h FS - FINISHED SURFACE/GRADE r P ---e 1` j L--- �_ � 0 EXISTING SEWER MANHOLE GA - GAUGE ✓� ! ` `�® EXISTING SEWER FORCE ISN �SIZ NOTA H.P.I. _ HORIZONTAL POINT OF INFLECTION P`► ,�� &,S �_-� ( ) LT. LEFT -� �, # EXISTING S I ZE M M;N(SITSD)f PROP. - PROPOSED PVC - POLY VINYL CHLORIDE Rcp - REINFORCED CONCRETE PIPE GV - GATE VALVE 1 9 �� .. �`,� R - RIGHT-OF-WAY RT. - RW SD - STORM DRAIN ST - STREET STA - STA TION 1 a0 .� ° q TMIN - MIN. STEEL THICKNESS 1 s \ / O V.P.I. - VERTICAL POINT OF INFLECTION BEGIN CONSTRUCTION . ® O \ WSP - WEEDED STEEL PIPE° END CONSTRICTION rD op 01 0 / o CAMPBELL RANCH RD. O � AYHEW CANYON RD. O � O N O \ O INDEX MAP W VVEBB E „ 200' S O �� END CONSTRUCTION 1" 200' (9�O O 100 0 200 400 600 QUANTITtE. 0 12" DIA. DIP, CLASS 350 NON-POTABLE WATERLINE 68+06 L.F. O ° TI12" 12" RS GATE VALVE, CLASS 350 EA. Lu 12" AIR VALVES 3 EA. 1. CALL UNDERGROUND SERVICE ALERT (USA) 811 AT LEAST 48 HOURS PRIOR TO EXCAVATION AND HAVE ALL UNDERGROUND UTILITIES MARKED PRIOR TO " *� / CONSTRUCTION. 4 BLOW-OFFS 3 EA, � AC PAVING TO CUT 1006 L.F. 2. THE EXISTENCE AND LOCATIONS OF ALL UNDERGROUND UTILITIES SHOWN ON THE DRAWINGS WERE OBTAINED FROM AVAILABLE RECORDS AND ARE APPROXIMATE. z NEITHER THE OWNER NOR THE ENGINEER ASSUMES ANY RESPONSIBILITY FOR UTILITIES NOT SHOWN OR NOT IN THE LOCATION SHOWN. THE CONTRACTOR SHALL 2 NPW SERVICE 5 EA. o O DETERMINE THE DEPTH AND LOCATION OF EXISTING UNDERGROUND FACILITIES PRIOR TO THE START OF CONSTRUCTION AND SHALL BE REQUIRED TO TAKE ANY 1 '> NPW SERVICE 1 EA. U PRECAUTIONARY MEASURES TO PROTECT ALL LILIES SHOWN- AND/OR ANY OTHER UNDERGROUND UTILITY' LINES NOT OF RECORD OR NOT SHOWN ON THE PLANS, Li THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN AND ANY M OTHER LINES NOT OF RECORD OR NOT SHOWN .ON THESE PLANS. LOCATIONS OF UTILITIES SHALL BE VERIFIED BY THE U CONTRACTOR PRIOR TO COMMENCEIuIENT OF CONSTRUCTION. J CALL UNDERGROUND SERVICE ALERT (U.S.A.) 1-800-227-260.0 AT LEAST 2 WORKING DAYS PRIOR TO EXCAVATION. w Q 3. THE QUANTITY ESTIMATE SHOWN HEREON IS FOR THE USE OF GOVERNING AGENCIES IN DETERMINING BOND AMOUNTS = USED. FOR 8II) PURPOSES. NTS AND/OR FEES AND IS NOT TO BE T TCALCULATIONSTHRUST BLOCK c%j LJ ~ TEST PRESSURE 275 PSI STATIC PRESSURE 210 PSI w 4. WHERE: DAMAGE IS CAUSED BY THE CONTRACTOR'S OPERATION, THE CONTRACTOR SHALL, AT HIS OWN EXPENSE, REPAIR OR REPLACE DAMAGED FACILITIES 2 SAFETY FACTOR PROMPTLY IN ACCORDANCE WITH STATE SPECIFICATIONS AND/OR AS DIRECTED BY THE STATE REPRESENTATIVE. MAXIMUM! DESIGN PRESSURE 275 PSI. 04 x U IIUkI COVER 42" w Z SOIL TYPE Sial 5. IT I c3 Q S THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL TI: � _ � U LITY COMPANIES OF ANY PRaP�7SED MODIFICATIONS FOR RELOCATIONS BANG MADE TO THEIR TRENCH TYPE TYPE 4 (,4F'PI�X. 90% COMPACTIt�N) 3 _ v FACILITIES. METHODS FOR MODIFICATIONS AND R PIPE MATERIALILL W RELOCATIONS SHOULD BE DISCUSSED WITH THE UTILITY INSPECTOR PRIOR TO CONSTRUCTION D.I.P. WRAP PIPE DIA. 11.25' BEND 22.5' BEND 45' BEND 9fl BEND VALVE, V LVE x U � UOR FND CAP c=� Q U 0:� 11.25` BEND 22.5* BEND 45' BEND 9.0 BEND TEE CL PIPE DIA. VALVE, V LVA NOTE: MINIMUM BEARING AREAS IN SQUARE FEET O HORIZ. VERT. I°IORIZ. VERT. HORIZ. VERT. HORIZ. t z ~ ® 12" DIP 9 FT 32 FT 18 FT - 37 FT 152 FT 88 FT 321 FT a CALCULATIONS WERE PREPARED USING A WORST CASE STATIC PRESSURE, A MINIMUM PIPE COMER NOTE: RESTRAINED LENGTH BASED ON *EBRA RESTRAINT DESIGN CALCULATOR SOFTWARE DEPTH OF 42 INCHES, A CORRESPONDING SOIL BEARING CAPACITY OF 1,680 PSF (A PASSIVE BEARING ® V) PRESSURE OF 420 PSF X 4' (CENTER OF THRUST BLOCK/PIPE)), A 50 PSI SURGE ALLOWANCE, AND A o z w Cjf 1.25 FACTOR OF SAFETY. BASED ON THESE CALCULATIONS, STD. DWG. LLW-22 GOVERNS FOR THRUST 0 BLOCK DESIGN. PRORATED VALUES BASED ON THE MAXIMUM DESIGN PRESSURE ARE PROVIDED ABOVE. i p � I � U id' Z LU Ck� ` �' MS 4270 IP 140004 3 a NOTE: LICE LAE MATER DISTRICT SEE LAZE WAITER DISTRICT SHEET WOR CONTAINED ON THESE PLANS � �WEssr APPROVED FOR CONSTRUCTION AIL .B E R . .�' A. EN�� CONSULTANTS SHALL NOT COMMENCE UNTIL AN �.� a�oo iF , CORONA, CALIFORNIA V- McCRAY STREET ENCROACHMENT PERMIT AND/ORA � F � �;�R GRADING PERMIT HAS BEEN ISSUED. w o y E OA. 925OC TOSAIlA 'RQECT 2 T Sip` PH. 951 681070 l NOTE TO CONTRA Nn: 0774 s PREPARED UNDER THE GENERAL MANAGER DATE: ! NON-POTABLE WATER II O E IT CONTRACTOR:a . SUPERVISION ol-: DATE: � � A. S S 0 C I A 'T E N THE CONTRACTOR SHALL DETERMINE DATE BY MARK INDEX .MAP, QUANTITIES, OF 10 SHEET'S �( j, 1 APPR. DATE �'CTf��'4V what's a �. t i h . . THE EXACT LOCATION AND ELEVATION REVISIONS q F . ,F `' , - ABBREVIATIONS & LEGEND �' ig o� cagy SCALE. 1 40 B CHMARK e' - OF EXISTING FACILITIES PRIOR TO EN DWG. N0. . - _ CONSTRUCTION. ESIGNEp BY. R.P. DRAWN BY. a Cha ' !'.� FOR: W.O. ,i Ig CI�ECKED BY. S<B. R.C.E. N0. C77435 �— SEE SHEET 1 FOR FULL DESCRIPTION FORESTAR TOSCANA LLC ENGLNE TNG R.G. . T -- DWG 1 -0177 b Cm .......... S 61 84"pz) (C-L 0) - 0 T L RL-11 4E 21"DIA DIP A �S 35 ---N 'N--PO-, AB --E--W "4N-SrrA,LL- ,l-0-2D 3 1 j7- ........ --------------- a ........... ....... ---- .-Am ALL 642 j CD A", , , 7 m co 4.. F w ............... ...... _GPo_sED,`-GR-A-D-E -- OVER-- + 4 fV111 f% ---------- lo" -4.a, ift f m r'k4r-t r- �j n V110 v Fir ke L 'R XIST. GROUND C VE J- AJ- 7 q RE 4- .. J1. ..I ., w ...... .......... a ...... .. ........ .......... ......... w .......... c) ....... ------ ............ .......... ............ SA. 50+5:-.23 �RO_P 12' WT.,,,.R XI + 4 1% DM C) c*4 .. .......... ......... Ile) tj----------- 'STA.- 0+00 ------- V) >_ LL_ -Swf?1, xim- ................ ROP. .................. .......... .................. 3 fl. — -IG-1 6. 8 w z Lis ........... 40. F� .......... ....... + C'4 tA ........... ........... ....... 00 F 4< ........... ............ C) V") ........... ......... < + -------------- ------- ...... ------ .......... ----------------------- .......... ....... ............ PROFILE SCALES ...... ............... HORIZ. 1 "=40' VERT. 1 "=4' 44+00 45+00 46+00 47+00 48+0:0 49+00 50+00 51 +00 52+00 53+00 54+00 CONSTRUCTION 140TE0 INSTALL 12- DIP, CLASS 3.50, NON-POTABLE WATER LINE PROPOSED 12 INSTALL 12" GATE VALVE, CLASS 350 PER LLWD STD. NO. LLW-24 & LLW-25 NON—POTABE WATER INSTALL 12"x,12"xl2" Df TEE AND THRUST BLOCK PER LLWD STD.. NO. LLW-22 TOSCANA DRIVE RESTRAINED JOWS PER LLWID STD. NO. LLW-19 SEE SHEET 10 @ INSTALL 2' NPW SERVICE PER LLWD STD. NO. LLW-8 @ INSTALL 12' 45' BEND AND HRUST BLOCK PER LLWD STD. NO. LLW-22 STA. 52+0( . ) 06 - 12 FN.§8'Q3,38 E 29.70' U STA. 46+00 6 Y, !-0-0 .12 2" WATER SERVICE STA. 50+46.25 STA. 52+10.00 STA. 45+96.91 EQ (9H.P.I. 45*00'00 2's WATER 0 o" EX. R/W ER SERVICE STA. 53+60.' lz . 14 PROP. R/W PER H.P.1. 45'00'00" t 0 TM: 36643 + uj Lo rn m ss uj U) -S �s ss ss "6,'22",r,/2/1 7 0 C) 12 W 1 2"W --4-8+00- -51+0 53+00 54 m 50+ory 7+0 .46 z 45+001. '5622W 52+00 po uj T T Lij m T w 7T T ui FIBER HE FIBER FtBER FIB ER FOE FIBER FOER FOER 11 E R/ _j ...... 3ELW uj C) uj C) 3"G 0 G N Lu C) (D LAJ 04 ------- N Lu ...... STA. 50+77.21 TEMESCAL CANYON RD < uw) N 1*5. 6'22"W 29.70 STA: '52+79.00 14 STA. 10+15.01 TOSCANA DRIVE _j H.P.I. 45'00 00" ZWE R ;�1320 PZ PROP. 127 WATERLINE x ui I = 0 < 0- U Of 14 STA 50+67,25 STA. 50+71.19 TEMESCAL CANYON RD. Q_ H.P.I. 4,'GO'00" STA. 10+00.00 TOSCANA DRIVE 0 WEBB. EX. R/W PER CL < uj RS 136/94-100 0 Uj > ff 0"%L. 1 40' none MOM, u"'ANY ON M E A L %a,*# 20 0 40 80 120 On T Au C:� CL < < MS 4279 IP 14000-4 NOTE: LEE LAKE WATER DISTRICT LEE LAKE WATER DISTRICT SHEET WORK CONTAINED ON THESE PLANS .. A. ENGINEERING CONSULTANTS CORONA, CALIFORNIA SHALL NOT COMMENCE UNTIL AN mom.0.llk�. AIR%, V_ 0 ENCROACHMENT PERMIT AND/OR A RIVERSIDE CA. 92506 TOSCANA PROJECT 0 po GRADING PERMIT HAS BEEN. ISSUED. WiLdBo . PH. NON.-POTABLE WATER IMPROVEMENTS GENERAL MANAGER DATE: NOTE TO CONTRACTOR: NO. C77435 P NDER THE DATE: e. 0 sup. . OF: TEMESCAL CANYON ROAD OF 10-SHEETS N Knowwhars beow. MINE DATE -BY IMARK APPR. -TATE 1111, CIV jl� STA. 44+00-00 TO STA. 54+00.00 THE EXACT LOCATION AND ELEVATION REVISIONS OF Of SCALE: 1 40' BENCHMARK: DWG. NO. OF EXISTING FACILITIES PRIOR TO z 0,0 ? FOR:"9 ------------------------ Call before you dig. SEE SHEET I FOR FULL DESCRIPTION FORESTAR TOSCANA, LLC 13-0177 CONSTRUCTION. DESIGND BY. R P. DRAWN BY: ajg CHECKED BY: S.B. R.C.E. NO. C77435 'T D W=G-. U- R.C, QA