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DE S/G/V Pl?E S S . /2 G.4�� P/PE V 1960 1885 /Q �,q 1935 � �-----_1860 _ 1885 ,DOS ►� St ---- 1910 _ - I0 I85 i9 3 - 183 - --- - -- - \ O /mss S - - IVI O -` N, 1885 2L7 P/PSL / ^ - - 188 5 h 1810 ®q �` ���� 1810 tt se, h -w 1860 � 1860 1785 - - - �------- 1785 236 240 242 244 Q) 3a �iD (1)246 LOT ----248 250 252- - 254 256 2 260 >,Q P R O F I E L4Tii /,?o4D CU�'yc 0.4j� PEv%9,o�ey ,���. /.uc. ? ® oQ�OfE �5��� f �.q� ��stG �� 7/'P `� '. /* 3 3B � f �I/NS'fi9LG off ��� ® N 37 �/ 33 w - -� _ _ OG . 77 zvsr;5r 0.� T h e No. 28248 rn 000- 71 fF-/ /NS7�L © � _---� -- ----__ _.-- Exp. 3131/02 b 267f/4. tea/ / Il '`---- -- � Ar /�* 21�t � 9/ �n,rs'r,,r[t. / .�•�arc� LOT 5 of ' Z7rofi st7 �GtADI�EEX. w�TC�r s✓%��E y' ' I D I / cvN�✓. S. O. z Z j \ `V 2�ot37 irl�sTiILL Z^i9li Ash y' a' W, 10, s �'s �-'F,o/mac ctr�2vEy,4 ,4 h a = �q °30 '30 " Z - 20 �!�/P� a s r p ° 338 - ? z p. L O 9B \� O /2 ' ° jr;6* tiro 'a"cwo r+alraara,ww�lr�e� >• OT�� i 4WD Cq VZ= 04T-4 e �h �'y a a9 00 ,1 /1 R eso tti LOT /2 4i ,�,` APPROVED P L A N °� �� Iry r -/ - %P 1835 Aj In 4j 16 1K,4 �X/S 4 Dc� 1!Y O 7� 1 7/ f Y5 ;?'14 /,e 14C. o►t�v c�r� O iy o ry N o/v T �.��� oI Q p 1810 Ci kn 1785 t� �� l9 •��� O 1785 O O (a No. 33950 h o h O N11 EJU? E-30-02 9 v U d` O to �9rf CIVIL O h 1 ® ` r\ C3 Q r . ; w f cwt% r o ( O h 1760 li cin 31ti s=-o.o020 1760 - --- h wEc o ✓Div OA a 111 tiI ` I ^ W 1735 ?7 ro ✓a/�vjso/.v s^, 1735 258 -- - -- 260 --- 262 - 264 ��� - 266 - -- - 268 - -270 -- -- 272 ®z 0 7 SEE- SHEE 278 Q � 7. Lo1'4 P R O F I L E mor 2 78 f p0 MA TSH ,� r. - 9 9 " NEW GL G/vMP •/V I �� , '�, t , y ® 7lor�,� / �X f -1��, �NE FN. ✓. c `, LOTS Opp, Q► O 4 L I GNn'f X11 1 � _ �\ C R ,� Q A R _ o -- �� 'j `i ,• V ... N w (� _ ESI'/S�' q d� 'o ''� c L1 c� i - �e ? N r 4 P� Cl► P'� G �?oo .. �X E 0 N O Y 5 . L /GN i c5icl+fO�T:tlr �f2ar,s sAF. 2.ifi ri0. O s ,+ b 0 s V` - R/ . * f ,tv a y \ 7 -% ►. S i /.1i r �I/ Q ���yl Iq g 7 L i 1 i ~ .rJ .+wv 72= R' g N 276 / P .4/ ✓.00 U' Rc— g /J//Q- C4J l/ J,Dro4 ; /8/i -v_� _ _ ti 1�' r� F e _ �.. o ,fGf?�7Y/E .�'ru6�/l s9v.F'LrG:P1vT0,�'wQ® •; ® Gni _ ./, �5 �. o i N � - \ �•M. io . _ ,� n ^ � r� " � � - Bic ro/ ' 6 SD �; 'r l,ir<' -� -. s�` �jf�•_- _ "' ' ti , % EY/c'i� /L!/G ii3OL NO �4 F N. 4ss'Y _ o /B cM.P L - L� G2; LOT. 9 ® ti0 T 7l0 28.02 a/s c"b F. S'Oujsr� j � LOT 37 0 20 PiP /NE- � l ti��`�I , � `� � • ' Q � r er'0wv -�� � o /�7z-4v 60 r¢ - `o �16 / RO-440 n'd /J /[ v � Ivew D z zG o_f3G _ �''+Tt�'`i�lr ��d� mS✓4E2LivGTV/E0B�" i. T/i'/=B1• N.W8SEU9S-T. FZLOGT. riw«S/O X ' lr� 070,10S -- 4 5-.2"4 4 WIRe E.T. S• 76 • DS 4:55'Y 41,,?, .4 iS�26 ✓GQY oI ®'rti A� F t— N% 7 AS �S �BUILT DRAWING LV 7V /f.—.W� REV DATE BY DESCRIPTION SCALE: S U 8 M I T T E 0 aP SANTA ROSA RANCHES WATER DISTRICT SHEET DESIGNED MAR /N a.s as��.��-�F-a�/�/v�o���E /yam,,,,• — -- JAMES M. MONTGOMERY Z414-_� - PROJECT E N G I N E E R [YA T E , SANTA SAES WATER DISTRICT ABARLOW BOULEVARO TRANSMISSItJN MAIN DRAWN-• sw,oNso CONSULTING ENGINEERS, INC.9 REC MM DEO _ � APPROVED CHECKED '4 �'� S - /26/¢ `% 29061 FRONT STREET RANCHO, CALIFORNIA 92390 20 INCH PIPELINE BAR LOW BLVD. STA. 239+96.75 TO STA. 275+94.51 JA M. MONT E R. E. NO. DATE�� 20 -INCH PIPELINE SANTA ROSA RD. STA275+9451 TO STA.278+00 CONSULTING EP IN S, INC. PASADENA FORT LAt ARDALE IRVINE WALNUT CREER LA JOLLA L�5 VE,As DATE STA.275+94.51 OF 14 SHEETS ?7 0 913 -ZZ RCWD WATER NOTES • L SAL A. CONTRACTOR 3HALL FURMlN AND INSTALL ALL FACILITIES IN ACCORDANCE MATH THE -mlIMm STA NQAR WMICATKINS AND STANDARD DRAWINGS FOR WATER AND SANITARY SE1rIElt FACILIM (DATED JULY 1, 1pM� THE SPECIFICATIONS AND STANDARD MAW= ARE AVALAKi FIM THE DISTRICT. CONTRACTOR SHALL BE IN POSSESSION OF DISTRICTS SPECf1CATI0NS AND STANDAR DRAWINGS ON THE JOB SITE AT ALL TIMES. _ B. ALL PERMITS REQUMIED BY LAW SHALL BE ACQUIRED BY THE APPLICANT OR THEIR CONTRACTOR. C. ALL CONSTRUCTION SHALL CONFORM 710 CUIMENT CAL OSHA SAFETY REQUIREMENTS. D. APPROVAL BY RCWD IlMIKM NO PERMIIS:ION OTHER THAN THAT WITHIN THE DISTRICrS +ANN DICTION. REQLMREMMENTS OF RCM SHALL BAKE PREt7EUEM0E OYER REQUIlRM"TS OF OTHER AGENCIES ONLY WHEN RCWD REOUI EME NTS ARE GREATER. E. CONTRACTOR SHALL NOTIFY RCWD'S CONTRACTS MA14AGER A MINIMUM OF ONE WEEK PRIOR TO STARTING CONSTRUCTION. F. CONTRACTOR SHALL PROVE WRITTEN NOTIFICATION REQUESTING A SYSTEM SHUTDOWN FOR CONNECTIONS TO EXMSTMNG SYSTEM. SAID NO111F1CATTON SHALL BE MADE A MINIMUM OF THREE WEEKS PRIOR TO SAID SHUTDOMM TO THE RCWD CONTRACTS MANAGER. G. CONTRACTOR SHALL DESIGNATE A QUALIFIED SUPERINTENDENT WITH FULL AUTHORITY TO ACT ON BEHALF OF THE CONTRACTOR. SAID SUPERINTENDENT SHALL BE ON THE JOB AT ALL TIES. H. CONTRACTM-SHALL PE1!'fORM ALL WORK UNDER RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT. IN ACCORDANCE MATH ALL REOIMEMENTS OF SAID DEPARTMENT INCLUDING TRAFFIC CONTROL., PAVEMENT REMOVAL, TEMPORARY PAVEMENT PLACEMENT, PERMANENT PAVEMENT PLACEMENT (INCLUDING BASE MATERIAL) AND TEMPORARY AND PERMANENT TRAFFIC STRlPVa 2. PPELNNE AND APPURIENAMMCES A. ALL VALVES, PIPING. AND APPURTENANCES SHALL BE DESIGNED TO MEET OR EXCEED THE SPEC nED MINIMUM DESIGN PRESSURE SHOWN ON THE PLAN/PROFILE SHEETS. IN ADDITION. ALL VALVES. PIPING. AND APPURTENANCES SHALL BE TESTED AT A PRESSURE OF IOL OVER SAO MINIMUM DESIGN PRESSURE. VALVES SHALL BE CAPABLE OF WTHSTANOMNG SAID REST PRESSURE IN A CLOSED POSITION. B. ALL MATERIALS, TESTING AND INSPECTION OF PIPES SHALL BE IN CONFORMITY WITH THE REQUIREMENTS OF RANCHO CALIFORNIA WATER DISTRICT, RIVERSIDE COUNTY, AND THE AMERICAN WATER WORKS ASSOCIATION STANDARDS FAILURE TO MEET ANY REQUIREMENTS OF THE ABOVE REFERENCED AGENCIES WILL BE CAUSE FOR REJECTION. C. PIPE SHALL BE CLASS -150 PVC PIPE PER A.W.W.A. C900 IN ACCORDANCE WITH RCWD SPECIFICATION ANO STANDARDS. D. VALVES 12' AND SMALLER SHALL BE RESILIANT SEATED GATE VALVES IN ACCORDANCE WITH RCWD STANDARD DRAWING NOS. RW -30 AND RW -31 UNLESS OTHERWISE SPEC*IED. VALVES 16" AND LARGER SHALL BE BUTTERFLY VALVES UNLESS OTHERWISE SPECIFIED. E. AIR VACUUM AND AIR RELEASE ASSEMBLIES SHALL BE INSTALLED IN ACCORDANCE WITH RCWO STANDARD DRAWING NO. RW -9. F. ALL SERVICE CONNECTIONS SHALL BE COPPER SERVICES BY 3/4" METERS AS NOTED CII THE DRAWHNCS. ALL SERVICES SHALL BE LOCATED AS SHOWN ON THE DRAWINGS, ADJUSTED UNDER RCWD INSPECTION TO MISS DRIVEWAYS AND OTHER IMPROVEMENTS. SERVICES SHALL BE INSTALLLED IN ACCORDANCE WITH RCWD STANDARD DRAWING NO. RW -13. ALL NON-RESIDENTIAL METERS SHALL BE INSTALLEO WITH A DISTRICT APPROVED BACKFLOW DEVICE. G. FIRE HYDRANTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH STANDARD DRAWING NO. RW -8 AND RW 1A. H. WATERLINE CONSTRUCTION SHALL BE IN ACCORDANCE WITH STANDARD DRAWING NO. RW -22.I. THRUST BLOCK SHALL BE CONSTRUCTED IN ACCORDANCE WITH RCWD STANDARD DRAWING NO. RW -26. .1. FIRE NYDHMT6 IA" K O ASSOWP IN A(.000AWC1 W1Th i1rek RAT1r :AFA�:1T1 AT 20 PEI 1.4 BAR RESIDUAL FREE -5. 11 OR OTHEf% MiAN4ML: VWJIV-" A. A' LA: :S AA-RATW CAPA"TY OF WQ 6P'II11 OR 6WATEUIi CSM 1 .fmjN CLASS A -RATED CAPACITY OF 1000-1499 GPM (3,785-6,675 L/MIN' C! A« F - FATPD CAPA(M CF F(r - . E PM (I .'mf' I./MW . CLAS: C-RAZW CAPAC M OF LGE Tm N S Y1 FFM (1,4r !_164441 ALL i3AeIRI2t3+5 AIS TO BE CIVO E A LLGW, W[Rt TOPE ANP NCZZI.R C11FL FAI M. W1Tli IK FOLLOVA6 CAPAdTY-tWIC:A.TlW(, CC'_Cl� :,_HEW_ Tr FES VIES SIW_r.J T 1 ANi COI4SI_T8*jCY UMiH CCtDRE USED IN S104AL MW F -Cf% iAFST1. VA'*gk +�' - INTSMAMAT'E cDN M0l4: CLASS 4A - �.16W BILVE CL466 ^- GREEN. CLASS B - C1Ii1U+IGE . CI.A% G - REP. THIS PROJECT TO BE INSPECTED BY COUNTY CONSTRUCTION INSPECTION [CHARGE TO TRACT NO. 284291 COUNTY OF RIVERSIDE DEPARTMENT OF HEALTH APPROVED BY- DATE: Y: /��-✓Aye DATE:4r2 / RANCHO CALIFORNIA WATER DISTRICT �Umin A. AT LEAST 46 HOURS BEFORE COMMENCING ANY EXCAVATION, CONTRACTOR SHALL REQUEST UNDEIKGROUNO SERVICE ALERT (1-800-227-2600) AND NON-MEMBER COMPANIES, OR UTILITIES TO MAW OR OTHERWISE INDICATE THE LOCATION(S) OF THEIR SLUIURFACE FACILITIES INCLUDING, BUT NOT LIMITED TO STRUCTURES INCLUDING, -VAULTS. MAIN CONDUCTORS OR CONDUITS, AND SERVICE CONNECTIONS. B. PRIOR TO CONSTRUCTION. CONTRACTOR SHALL EXPOSE EXISTING WATERLINES AT PROPOSED CONNECTIONS AND CROSSINGS, AND VERIFY ELEVATIONS, LOCATIONS, AND SIZE OF EXISTING FAQLITIES. C. CONTRACTOR SHALL NOT INTERRUPT OR DISTURB ANY UTILITY FACILITY WITHOUT AUTHORITY FROM THE UTILITY. WHERE PROTECTION IS REQUIRED TO ENSURE INTEGRITY OF UTILITY FACILITIES (INCLUDING DISTRICT-ONMED UTILITIES), CONTRACTOR SHALL FURNISH AND PLACE ALL NECESSARY PROTECPON. 0. WHENEVER A WATERLINE ENCOUNTERS A STORM DRAIN PIPE OR OTHER OBSTRUCTION AND CROSSING OVER THE OBSTRUCTION WILL RESULT IN LESS THAN 42" OF COVER OVER THE TOP OF THE WATER, THE WATERLINE SHALL CROSS UNDER THE OBSTRUCTION WITH A MINIMUM CLEARANCE OF 120 . 4, OOHS WAIC>M DRAIRNNOS A. MINIMUM PIPE COVER SHALL BE 42" FROM FINISHED GROUND SURFACE. S. WATER SYSTEM PROFILE ELEV A TIONS ARE TO FLOW LINE OF PIPE. C. STATIONING FOR PIPELINE AS SHOWN ON PLAN PORTION OF DRAWINGS IS PERPENDICULAR TO CENTERLINE OF RIGHT-OF-WAY. D. SEPARATION BETWEEN SEWER AND WATER SHALL CONFORM TO RIVERSIDE COUNTY STANDARD NO. 817 AND RCWD STANDARD DRAWING S-5. 51 CONSTRUCTION TOiL,EIM"CES PIPELINES SHALL BE CONSTRUCTEO SO THAT ACUTAL FLOW UNE ELEVATIONS ARE WITHIN 0.1 FOOT OF DESIGN FLOW LINE ELEVATIONS. PIP'ELINES.WHEN INSTALLED, SHALL HAVE CONTINOUS UPGRADE OR DOWNGRADE, CORRESPONDING WITH DESIGN SLOPE, WITHOUT ANY HIGH SPOTS. PIPELINES SHALL BE CONSTRUCTED SO THAT ACTUAL PIPELINE CENTERLNES ARE WITHIN 0.1 FOOT OF DESIGN PIPELINE CENTERLINES. PIPELINE CONIRUCTION SHALL CONFORM WITH CONSTRUCTION DRAWINGS IN ACCORDANCE WITH THE ABOVE SPECIFIED TOLERANCES. CONTRACTOR SHALL ASSIST IN MAKING ALL NECESSARY MEASUREMENTS AS DETERMINED BY DISTRICT. 6. 943PEC710N FEE THREE WEEKS PRIOR TO CONSTRUCTION. A DEPOSIT FOR INSPECTION FEE WILL BE MADE. THIS FEE IS AN ESTIMATE. SHOULD ACTUAL COSTS BE GREATER, THE BALANCE SHALL BE PAID TO THE DISTRICT BY THE APPLICANT. SHOULD ACTUAL COSTS BE LESS, THE BALANCE SHALL BE REFUNDED TO THE APPLICANT. FEES SUBJECT TO CHANGE WITHOUT NOTICE. 7. ENGINEIIAM FIRM PRIOR TO SIGNING OF WATER CONSTRUCTION DRAWINGS BY RCWD, ALL QUESTIONS CONCERNING THIS PROJECT SHALL BE DIRECTED TO: SYDNEY S. XINOS MERIDIAN ENGINEERING GROUP 9815 CARROLL CANYON ROAD, SUITE 202 SAN DIEGO, CALIFORNIA 92131 (858) 695-9222 FAX (858) 695-1912 r—i T14 D _.ac ` 20 X25 26 COUNTY OF RIVERSIDE DEPARTMENT OF FIRE PROTECTION APPROVED BY: TITLE: �+ • DATE: Now o7a o 1 WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT ANO/OR A GRADING PERMIT HAS BEEN ISSUED. IM FWM X WIM FUM 6 RWVWW Fat A� IW ACCWV&f MO ACClt'VMW R IM O NOWK M W MIT CF MOWAIl U ANUG AFS OMWff AR110YM1 Ot OH M 00094WTAK W PI MW tl®t STALL E � rat 0[1wM10 AIM ACCW A U [MARK0DW4 IM FMR rats A/IMMAL M DIE DownNGINEER 27 15 16 WATER PIPELINE PLANS FOR TRACT N0.28429 RIVERSIDE COUNTY, CA. PHASE 2 CONSTRUCTION Fil MS 3822 TA � J 42 12 \, ill RNP, - r W-1 i i / / CD i 18 32 / 19 // \\ // / 31 \ / 30 / 29 v / 43 ` 37 / 17 ❑ 35 34 \1 33 'N%s. � 5 36 INDICATES FIRE HYDRANT EgINDICATES SHEET # INDEX MAP: SCALE: 1" = 200' 0 100' 200' 400' 600' 800' LEGEND AND ESTIMATE OF QUANTITIES QTY. UNIT SYMBOL DESCRIPTION STD. DWG. 4090 L.F. T 1 INSTALL 8" C900 CL 200 RW -22 PVC PIPELINE 2312 L.F. 1 A INSTALL 8" C900 CL 150 RW -22 PVC PIPELINE CONSTRUCT CML & C STEEL 3 EA, DUCER (SIZE AS NOTED ON PANS) INSTALL 8" RESILIENT WEDGE RW -30 5 EA. 3 VALVE (R.W.V.) (F.X GT) RW -31 1 EA. INSTALL 12" x 12" x 12" 4 DUCTILE IRON TEE 25 EA. 5 CONSTRUCT 1" COPPER WATER RW -13 SERVICE ASSEMBLY (FIELD LOCATE) 5 EA. CONSTRUCT 1" AIR AND VACUUM RW -9 6 RELEASE ASSEMBLY ,t•. .r. ' . a • " :--f::,r: r..� N. ' •. RW -1A 14 EA. �. r x, �....r.l T� RW -8 .�= ...•.' nf,r... . . 7 EA. � CONSTRUCT CONCRETE THRUST RW -26 'l�J BLOCK (1500 P.S.F.) 6 EA. INSTALL 45' DUCTILE IRON ELBOW 297. L.F. T INSTALL 12" C900 CL 200 RW -22 PVC PIPELINE INSTALL 12" RESILIENT WEDGE RW -30 2 EA 1 VALVE (R.W.V.) (F.X GT) RW -31 NOT A COUNTY MAINTAINED ROAD RANCHO CALIFORNIA WATER DISTRICT WATER SYSTEM CERTIFICATION FIRE CERTIFICATION I CERTIFY THAT THE DESIGN OF THE WATER SYSTEM IN TRACT 28429 IS IN ACCORDANCE WITH THE I HEREBY CERTIFY THAT THE DESIGN OF THE WATER SYSTEMA ' -1 / � WATER SYSTEM MASTER PLAN OF RANCHO CALIFORNIA WATER DISTRICT AND THE WATER SERVICE, IS IN ACCORDANCE WITH THE REQUIREMENTS PRESCRIBED BY mL ' Y �iJt...: - - t STORAGE AND DISTRIBUTION SYSTEM WALL BE ADEQUATE TO SUPPLY WATER TO SAID PROJECT. THE RIVERSIDE COUNTY FIRE DEPARTMENT. BIRECTOR OF ENGINEERING DATE ATE CONTR. ATE OPER./DATE SEAL -COUNTY * w =ao * E. 6/30/"02 �r C/r1l �- IPPR. DATE o� cALI COUNTY THIS CERTIFICATION DOES NOT CONSTITUTE A GUARANTEE THAT IT WILL SUPPLY WATER TO SAID PROJECT AT ANY SPECIFIC QUANTITIES, FLOWS, OR PRESSURES FOR FIRE PROTECTION OF ANY OTHER PURPOSE. MAINT. DATE DIRECTOR OF ENGINEERING DATE VICINITY MAP: BEAR CREEK DR. N. BEAR CREEK DR. S. �S CORTE DE OLLAS y TO VIA ESTRADA S LA CRESTA + io�FG' Y ALLE DEL O THE TRAILS CIRCLE OSO OR SANTA ROSA PLATEAU ECOLOGICAL RESERVE NO SCALE �`ls r o ,o,Nl� ROOF �R ST SITE TENAJA RANCHO SANTA ROSA (NO T.S.R.) IP010001 (NOT FOR INSPECTION USE) NOTIFICATIONS UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 1. USA 1-800-227-2600 (MIN. TWO WORKING DAYS IN ADVANCE TO CONSTRUCTION) 2. ANY OTHER CONFLICTING UTILITIES NOT USING USA FOR CONTACT. IQ COUNTY OF RIVERSIDE SEAL -ENGINEER ��q�{D� j�jj�(� �j�J(T?�j�(�j� (���}� jj(] BENCHMARK: TRANSPORTATION DEPARTMENITE MERIDIAN to N u�'11�1 uV ISull (GROUP APPROVED BY: v r"°"ss' t A DIVISION OF TEXAS PROFESSIONAL MANAGEMENT, INC. FROM THE INTERSECTION OFKEITCLINTON KEIT ROAD. 3.2 MI. S. ON CLINTON KEITH ROAC 550 XP. 06-30-02 DATE NL zr f 1* 3/31/2005 ar atrtt x .< CALIF AUSTIN, TEXAS - SAN DIEGO, CALIFORNIA 90' + S. OF cA AVENIDA LA CRESTA. 2' 9615 CARROLL CANYON RD., STE. 202, SAN DIEGO CA. 92131 E. OF P.P. NO. 2225255E. TELEPHONE: (856) 695-9222 FACSIMILE: (858) 695-1912 LEGAL DESCRIPTION: I*] LOT "E", TRACT NO. 28429 PREPARED BY: R.C.E. NO.—'- DATE 0.' DATE 8" WATER PIPELINE FOR SCHEDULE 11D" TRACT NO. 28429 / MS3822 PHASE 2 CONSTRUCTION TITLE SHEET FOR W.O. COUNTY FILE NO. ��� Call: TOLL FREE 800-227-2600 SHEET NO. 1 OF ` SHEETS PLOT DATE 3-27-01 SEE DETAIL "A" DELTA ANGLE RADIUS HEREON 1 24'54'31" . F" �7*xv w rFA4. A-ZICIN 1 29.5 ❑2 Pf"k :.TD. UV*. kO. W -S 7 491.08' 10+27.5 2334'38" 1005.00' 9 8 A\ENID A LA 10+00 1 azo"x�2' 2__ . e 4 +1 & 9 AVEN. LA CRESTA 9 1 10+05 THE TRAILS CIR. 1 TELEPHONE: (aW) 695-9222 FACSIMILE: (856) 895-1912 EXIST. 20" CMLAtC WATER LIME =' PER R9 SR374-16.1 SR-26A,SHEET Ew 0/30/2001I&D + Do. 3/31 'N t=� � 1933 n 4 0w a. � 4'24" LO 124D 5 0% 3 N 2 SHOULDER P14+00 nL W i • 112" A") i12+00 11+00 S. 12!05"W' 2$1.65 5 11+9 LO'T' 2.51 INSTALL 30 P.V.C. SLEEVE FOR PRIVATE 1 IRRIGATION ` COUNTY OF RIVERSIDE COUNTY OF RIVERSIDE DE )ARTMNHT OF HEALTH DEPARTMENT OF FIRE PROTECTION APPROVED BY: APPROVED BY- TITLE: DATE: 4!41_& DATE b THE PRIVATE ENGINEER SIGNING THESI PLANS IS IESI'ONlBLE FOR ASSUMING THE ACCURACY ASND ACCEPTAINLITY OF THE OESN2 N HEREON. N THE EVENT OF DISIJEPANCES AR ISM AFTER COUNTY APPROVAL OF MINING CONS111UCTHON, THE PRIMATE DO EER SHALL BE REVD NSE FOR DE70WHING MARK BY GATE AN. ACCEPTABLE SOLUTKIN t REVISING THE PLANS FOR REVISIONS APPWVAL BY THE COUNTY. ENIGINEER C \ -76+70.45 BK S'LY 13+04.89 AH W LY LOT 12 o� �,=-1 42 s5 11*b� + SYMBOL DESCRIP11ON SM. DM x S INSTALL a• c9oo a 2oo RW -22 1 rn PVC PIPEIJNE 17*00 DETAIL $' A» 18+00 .--'W` --� PRC a 1j 19+00 � 16 39 ,832.5 f� 0T518+90 INSTALL 12" C900 CL200 PVC PIPELINE 18+13.24 q 24- CMP NUMBER DELTA ANGLE RADIUS ARC/LENGTH 1 24'54'31" 1000.00' 434.74' ❑2 28'08'12" 1000.00' 491.08' PIPE DATA NUMBER DELTA ANGLE RADIUS ARC/LENGTH COUNTY OF RIVERSIDE S.22'12.05 -W. ERIDOM NDNEE�ON1�G�n�UP 21.20' 2 01 "19'53" 1005.00' 23.35' 3 2334'38" 1005.00' 413.56' INSTALL CML t C STEEL FAWCER REMOVE BUND FLANGE AND 1 (SIZE AS NOTED ON PUNS) INSTALL 20"x12" DUCTILE— INSTALL 8' RESILIENT WEDGE RW -30 IRON REDUCER (FL. x FL.) 3 VALVE (R.W.V.) (F.X GT) RW -31 _140j n INSTALL 12"02.02' EXIST. 20" TEE WITH - DUCTILE RON TEE I BUND FLANGE WEST -1 CONSTRUCT 1" COPPER WARR RW -13 S SERVICE ASSEMBLY (FIELD LOCATE) CONSTRUCT 1" AMR AND VACUUM RW -9 RELEASE ASSEMBLY INSTALL 120 RESILIENT WEDGE COHsiRUCT s'::..«......:....... �. RW -1A VALVE (RW -30,31) FL x M.J. 7 •"- : .:: h i....5. h.. _ R* -1 EXIST. 20" CML&C U _ WATER MAIN - SOrypSI /fit v B�0(R�CT CONCRETE THRUST 1300 P.S F. of Southern CotRlornia RANCHO CALIFORNIA WATER DISTRICT Cilli: TOLL FREE INSTALL 45` DUCTILE ICON ELBOW aOO-227-2INSTALL 12' CON a 200 PVC PIPELINE INSTALL 12" RESILIENT WEDGE RW -30 • ` VALVE (R.W.v.) (F.x GT) RW -31 ENGR. ATE CONTR./DATE OPER. ATE MAINT. A F.L. 1834.0 CL 30" CMP (9 20+00 2 21+00 SHOULDER SOT 14 +40 SCALE: 1 "-40'0 0' 20' 40' W. 120 160' PRESSURE ZONE 2160 I P010001 BENCHMARK: 8n WATER PIPELINE Sheet no. FROM THE INTERSECTION OF CLINTON KEIT SCHEDULE "D" ROAD. 3.2 Mi. s ON CLINTON KEITH ROAD; 2 TRACT NO. 28429 90' + S. OF CA AVENIDA LA CRESTA. 2' E. of P.P. NO. 2225255E. THE TRAILS CIRCLE, PHASE 2 CONSTRUCTION 10+00 — 21+50 of7sheets FOR W.O. County 9 File Na. AM PLOT DATE 3-27-01 SEAL -COUNTY COUNTY OF RIVERSIDE SEAL -ENGINEER ERIDOM NDNEE�ON1�G�n�UP • Asl r, TRANSPORAON EPARMENT APPROVED BY: �Q •►OFE= i ~ E A DIVISION OF TEXAS PROFESSIONAL MANAGEMENT, INC. AUSTIN, TEXAS - SAN DIEGO, CALIFORNIA 9615 CARROLL CANYON RD., STE. 202, SAN DIEGO CA. 92131 BL 3NIM is ; Ilo>l m ; TELEPHONE: (aW) 695-9222 FACSIMILE: (856) 895-1912 Ew 0/30/2001I&D A. 0 DATE 0. 3PW EXP. 06-30-01 Do. 3/31 art of oµ%v N �1CA 'fes. APPR. DATE PREPARED BY: ' R.C.E. NO. ' COMMENDED DATE DATE , • + COUNTY F.L. 1834.0 CL 30" CMP (9 20+00 2 21+00 SHOULDER SOT 14 +40 SCALE: 1 "-40'0 0' 20' 40' W. 120 160' PRESSURE ZONE 2160 I P010001 BENCHMARK: 8n WATER PIPELINE Sheet no. FROM THE INTERSECTION OF CLINTON KEIT SCHEDULE "D" ROAD. 3.2 Mi. s ON CLINTON KEITH ROAD; 2 TRACT NO. 28429 90' + S. OF CA AVENIDA LA CRESTA. 2' E. of P.P. NO. 2225255E. THE TRAILS CIRCLE, PHASE 2 CONSTRUCTION 10+00 — 21+50 of7sheets FOR W.O. County 9 File Na. AM PLOT DATE 3-27-01 PLOT DATE 3-27-01 PLOT DATE 3-27-01 PLOT SAIL S-Z/-Ul PLOT DATE 3-27-01 PLOT DATE 3-27-01