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964mm_wt29 RANCHO CALIFORNIA WATER DISTRICT GENERAL CONSTRUCTION NOTES 1. GENERAL A. CONTRACTOR -%ftL FURNISH AND INSTALL ALL FACILITIES IN ACCORDANCE N7H RANCHO CALIFORNIA WATER DISTRICTS (RCWD/DISTRICT) STAWMD SPECIFICATIONS AND STANDARD DRAWINGS FOR WATER AND SANITARY SEWER FACILITIES (LATEST REWSION). THE SPECIRG47YONS AND STANDARD DRAWINGS ARE AVAILABLE FROM THE DISTRICTS W8 SITE' AT 0W.IiANCHOWATERCO&f. CONTRACTOR SHALL BE IN POSSESSION OF DISIMCPS SPECIFICATIONS AND STANDARD DRAWNGS ON THE JOB SITE AT ALL TIMES B. ALL PEAM REQUIRED BY LAW SfALL BE ACQUIRED BY THE DE0ELOPERIAPPLIC07' OR THEIR CONTRACTOR C ALL CONSTRUCTION SHALL CONFORM TO CURRENT CAL 0ShA SAFETY REQUIREMENTS D APPROVAL By RCWD IMPLIES NO PERMISSION 07HER THAN THAT M7HhV THE DISTRICT'S JURISDIC77ON REQUIREMENTS' OF RCM SHALL TAKE PRECEDENCE OVER REQUIREMENTS OF 07HR AGENCIES ONLY WHEN RCWD REQUIREMENTS ARE MORE STRINGENT. E CONTRXTOR SHALL NOTIFY RCKVS CONSTRtX770N CONTRACTS MANAGER A MINIMUM OF ONE WEEK PRIOR TO STAR77NO CONSWC77ON A PRECONSMUC77ON MEETING WELL NOT BE SCHEDULED UNTIL ALL ITEMS IN THE DEVELOPER'S INSPECTION PACKAGE HAW BEEN SUBMITTED TO AND APPROVED BY RCWD. A MINIMUM OF ONE WEEK IS REQUIRED FOR REVIEW AND APPROVAL. F CONTRACTOR SHALL PROVIDE Wfl7EN N07IRC47ION TO THE RC14D CONSTRUCTION CONTRACTS MANAGER REQUES77NG A SYSTEM SHUTDOWN FOR CONNEC77ONS 70 EXISTING SYSTEM. SAID N077FIG4710N SHALL BE 940E A MINIMUM Or THREE WEEKS PRIOR TO S41D SHUTDOWN G CONTRACTOR SH4LL DESIGN47E A QUALIFIED SUPERINTENDENT WITH FULL AUTHORITY TO ACT ON BEHALF OF THE CON7PACTOR SAID SUPERINTENDENT SHALL RE ON THE " SITE AT ALL 77MES H CONTRACTOR SHALL PERFORM ALL WORK UNDER RNERSIDE COUNTY ROAD DEPARTMENT, CITY OF TEMECULA OR CRY OF MURRIETA JURISDIC7701V IN ACCORDANCE WITH ALL REQUIREMENTS OF SAID DEPARTMENT OR CITY INCLUDING TRAFFIC CONTROL PAVEMENT REMOVAL TEMPORARY PAVEMENT PLACEMENT PERMANENT PAVEMENT PLACEMENT (INCLUDING BASE MATERIAL) AND TEMPOR4RY AND PERMANENT TRAFFIC STRIPING L APPROVAL OF THESE PLANS IS VALID MR ONE YEAR FROM THE DATE THEY WERE SIGNED BY RCHV 2. PIPELINE AND APPURTENANCES A ALL VALVES, PIPING, AND APPURTENANCES SHALL BE DESIGNED TO MEET OR EXCEED THE SPECIFIED UW40M DESIGN PRESSURE SHOWN ON THE PLAN/PROFILE SHEETS IN ADDIII004 ALL VALVES PIPING, AND APPURTENANCES SWILL BE TESTED AT A PRESSURE OF 10X OVER SAID MINIMUM DESIGN PRESSURE VALVES SHALL BE CAPABLE OF WTHSTAAUNG SAID TEST PRESSURE IN A CLOSED POSITION. 8 ALL MATERIALS, TESTING, AND INSPECTION SWILL BE IN CONFORMITY WITH THE REQUIREMENTS OF RANCHO CALIFORNIA WATER DISTRICT, RIVERSIDE COUNTY, CITY OF TEMECULA, CITY OF MURRIETA, ANDIOR THE AMERICAN WATER WORKS ASSOCIATION STANDARDS FAILURE To MFL-7 ANY REOUMEWS OF THE A60VE REFERENCED EN7777ES WILL BE CAUSE FOR REJECTION C. PVC PIPE SHALL BE. 6", 12" DR 18. STEEL PIPE SliAU BE• 18" AND 36' CML.&C r STEEL 0. VALVES 12' AND SMALLER SHALL BE RESILIENT SEATED GATE VALVES UNLESS OTHERWISE spEc;FIED, VALVES 16" AND LARGER SHALL BE BUTTERFLY VALVES UNLESS OTHERWISE SPECIFIED. VALVES ShKLL BE INSTALLED IN ACCORDANCE WITH RCWD STANDARD DRAWING NOS. RW -30 AND RW -31. E AIR VACUUM AND AIR RELEASE ASSEMBLIES SHALL BE INSTALLED IN ACCORDANCE WITH RCWD STANDARD MWNG NO RW -9 AND RW- 10 F FIRE HYDRANTS SHALL BE CONSTRUCTED IN ACCORaWCE K17H STANDARD DR4WNG No (RW -8). UNLESS OTHERWISE SPECIFIED THE PRESSURE CLASS OF THE PIPE SELECTED FOR THE FIRE LATERAL. SHALL BE THE SAME AS THE M4)N IT IS CONNECTED TO G. WATER PIPELINE CONSIAW77ON SI -ALL BE IN ACCORDANCE WITH STANDARD DRAWING NO'S, RW -22 AND RW 24 FOR PVC PIPE, AND RW -25, RW -28, RW -29, AND RW -32 THROUGH R 3 FOR WELDED STEEL PIPE. H. THRUST RES7PNNT SHALL BE PROVIDED BY WELDED JOINTS OR MECHANICAL JOINT RESTRAINTS F CONCRETE THRUST BLOCKS ARE ALLOWED BY RCN), THRUST BLOCKS SHALL BE CONSTRUCTED IN ACCORDANCE' WIN RCWD STANDARD DRAWING NO RW 26 WITH ALL BEARING AREA SIZES CALLED OUT ON W PLANS, C) I CERTIFY THAT THE DESIGN OF THE WATER SYSTEM IS IN ACCORDANCE WITH THE ;V1 REOUIREM=Y THE RSIDE COUNTY FIRE DEPARTMENT < Cn < PAUL Rj�*)DDLESTON AR RCE 58020 AME rn WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/GR A GRADING PERMIT HAS BEEN ISSUED, The private engineer signing the" plans is responsible for F- assuring the accuracy and acceptability of the design hereon. 0 In the event of discrepancies arising after county approval or < during construction, the private engineer shall be responsiblerNo az for determining an acceptable solution or revising the plans Cl- for approval by "WE 2L A A Nd A in 19 A& k A Ind 3. UTILITIES A AT LEAST 48 HOURS BEFORE C0A#AWNG ANY EXCAV4770N, CONTRACTOR SHALL REQUEST UNDERGR01M SERMCE ALERT (1-800-227-2600) OR 811 AND NONMEMBER COMPANIES, OR UTAU77ES TO MARK OR OTHERWISE INDICATE THE LOCANON(S) OF THEIR SUBSURFACE FACILITIES INCLUDING, BUT NOT LIMITED TO, STRUCTURES INCLUDING VAULTS, MAIN CONDUCTORS OR CONDUITS, AND SERVICE COAiNECWNS B. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL DPOSE EXISTING WATERLINES AT PROPOSED CONNEC77ONS AND CRY)SSINGS AND VERIFY ELEW471W, LOCATIONS, AND SIZE OF EXISTING FACILITIES C. CONTRACTOR SHALL NOT INTERRUPT OR DIS7UPS ANY UTILITY FACILITY WITHOUT AUTHOR17Y FROM THE UTILITY COMPANY WHERE PROTECTION IS REQUIRED TO ENSURE IN7FGPJTY OF U770Y FACILITIES (INCLUDING DISTRICT OWNED UTILITIES), CONTRACTOR SWILL FURNISH AND PLACE ALL NECESSARY PROTECTION. 4, CONSTRUCTION DRAWINGS A. MINIMUM FIFE COVER SHALL BE 48' FROM FINISHED GROUND SURFACE. B WATER SYSTEM PROFILE ELEVATIONS ARE TO FLOW LM OF PIPE C STATIONNG FOR PIPELINE AS SHOWN ON PLAN POR77ON OF DRAWINGS IS PERPENDICULAR TO CENTERLINE OF RIGHT-OF-WAY D. STANDARD UTILITY LOCATIONS SHALL BE PER RIVERSIDE COUNTY STANDARD NO. 817 AND RCWD STANDARD DRAWING 5-23SEPARATION BETWEEN WATER AND SEWER SHALL BE PER "STATE WATER RESOURCES COMML BOW W-&M-C–E CRIIERA FOR X SEPARATION OF WATOWM AND KN—POLAME PIPELINES E THE COORDINATES SHOWN ON THESE PLANS ARE IN THE N0ff1H AMERICAN DATUM 1983, STATE PLANE, CALIFORNIA ZONE 6 COORDINATE SYSTSM 5. CONSTRUCTION TOLERANCES PIPELINES SHALL BE CONSTRUCTED SO THAT ACTUAL FLOW LINE ELEVATIONS ARE INTHIN 0. 1 FOOT OF DESIGN FLOW LINE ELEVATIONS PIPELINES; WHEN INSTALLED, ShALL HAVE CON77NVOUS UPGRADE OR DOWNGRADE, CORRESPONDING WITH DESIGN SLOPE, WITHOUT ANY HIGH SPOTS PIPELINES SHALL BE CONSTRUCT0 SO THAT ACTUAL PIPELINE CENTERLINES ARE WITHIN 0.1 FOOT OF DESIGN PIPELINE CENTERLINES, PIPELINE CONSIRUCRON SHALL CONFORM WITH CONSTRUCTION DRAWINGS IN ACCORDANCE WfIH THE ABOVE SPECIFIED TOLERANCES CONTRACTOR SWILL ASSIST DISTRICT AS REQUIRED TO CONFIRM COMPLIANCE WITH CONSTRUCTION TOLfRANCES, CONTRACTOR SHALL MAKE OR ASSIST IN MAKING ALL NECESSARY MEASUREMENTS AS DETERMINED By DISTRICT: 6. INSPECTION FEE THREE WEEKS PRIOR TO CONSTRUCTION, DEVELOPERIAPPLICANT SHALL MAKE A DEPOSIT FOR INSPECTION INSPEC77ON DEPOSITS ARE BASED UPON ESTIMATES SHOULD ACTUAL COSTS BE GREATER, THE BALANCE SHALL BE PAID TO THE DIS7RICT BY THE APPLICANT. SHOULD ACTUAL COSTS BE LESS, THE 84LANCE SHALL BE REFUNDED To THE APPLICANT FEESIDEPOS17S ARE SUBJECT TO CMAGE WITHOUT NOTICE 7. ENGINEERING FIRM PRIOR TO SIGNING OF WATER CONSTRUCTION DRAWINGS BY RCWD, ALL QUESTIONS CONCERNING THIS PROJECT SHALL BE DIRECTED TO PAUL R. HUDDLEEO& PRINCIPAL ff(LN-2&LR & ASSOCIATES OLNL INC, NOTIFICATIONS AT LEAST 48 HOURS PRIOR TO COMMENCING CONSTRUCTION, CONTRACTOR SHALL NOTIFY., I. RANCHO CALIFORNIA WATER DISTRICT 1-(951) 296-6900 2. RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT 1-(951) 955-6899 J. UNDERGROUND SERVICE ALERT (USA) 1-(800) 227-2600 or 811 4. EASTERN MUNICIPAL WATER DISTRICT, FIELD ENGINEERING DEPARTMENT, 1-(951) 928-3777, EXT. 4291 5 ALL OTHER AFFECTED AGENCIES THAT ARE NOT MEMBERS OF USA, I WATER CERTIFICATION I CERTIFY THAT THE DESIGN OF THE WATER SYSTEM IN TRACT NO. 32627 IS IN ACCORDANCE WITH THE WATER SYSTEM MASTER PLAN Or RANCHO CADFORNA WATER DISTRICT AND THAT THE WATER SERVICE, STORAGE AND DISTRIBUTION SYSTEM WILL HE ADEQUATE TO SUPPLY WATER TO SAID PROJECT THIS CERTIFICATION DOES NOT CONSTITUTE A GUARANTEE THAT IT WILL SUPPLY WATER TO SAID PROJECT AT ANY SPECfRC QUANTITIES, FLOWS, OR PRESSURES FOR FIRE PROTECTION Q& ANY OTHER PURPOSE. 1AUIA— CHI?r ENI]NEER DATE Rancho California Water District 42135 Winchester Road Ternecula, CA 92590 Phone: (951) 296-6900 Fax: (951) 296-6860 DESCRIPTION REVISIC BASIS OF BEARINGS FOR THIS ANAP IS THE CENTERLINE OF EL CHISMAL ROAD AS N 46045'33' W PER TRACT AMP 29473-1, BOOK 394 OF UOIFS, AT PAGES 1-9, RECORDS OF RIVERSIDE COUNTY, C.40FORMA ABBREVIATIONS PIPE 0 ON CENTER A.0 ASPHALTIC CONCRETE AN.&A.R. AIR VACUUM AND AIR RELEASE ASSY ASSEMBLY B.C. BEGIN CURVE B.O. BLOW OFF BOT BOTTOM BUT. BUTTERFLY BW BACKWATER VALVE C&G CURB AND GUTTER C.L. CENTER LINE C.M.L.&C. CEMENT MORTAR LINED S/w & COATED STEEL PIPE CONST. CONSTRUCT D.I. DUCTILE IRON PIPE DWG DRAWING E EAST EA. EACH E.C. END CURVE E/P EDGE OF PAVEMENT EM.W.D. EASTERN MUNICIPAL WTR WATER DISTRICT EX. EXISTING EXIST EXISTING F.F FINISHED FLOOR F.H. FIRE HYDRANT FL FLOWLNE FLG FLANGE F FLANGE G GAS/GAS LINE ISK GAUGE G.B. GRADE BREAK GN. GATE VALVE H.D. HIGH DEFLECTION HORIZ. HORIZONTAL INV. INVERT INST INSTRUMENT L.F. LINEAR FEET MAX. MAXIMUM M.H. MANHOLE MIN. MINIMUM M.J. MECHANICAL JOINT N NORTH NO NUMBER N.T.S. NOT TO SCALE PE PLAIN END P.O. PUSH ON P.U.E. PUBLIC UTILITY EASEMENT PROP PROPOSED PSI POUNDS PER SQUARE INCH P.V.C. POLYVINYL CHOLORIDE R.C.P. REINFORCED CONCRETE RC1 12 LEGEND OF SYMBOLS FIRE HYDRANT ASSEMBLY AIR VACUUM & AIR RELEASE VALVE ASSEMBLY BLOW -OFF VALVE ASSEMBLY ®° WATER SERVICE LATERAL WIMETER RESILIENT WEDGE GATE VALVE- WATER ALVEWATER LINE EXISTING OR PROPOSED WATER LINE (BY OTHERS) SIDEWALK CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONS181LITY FOR JOB SITE COND177ONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT NS REQUIREMENT SHALL APPLY CONTIVOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEUNTY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION W17H THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LABILITY ARISING FROM 7HE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER EXISTING UNDERGROUND UTILITIES ARE AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBILE FOR VERIFYING THE ACTUAL LOCATION IN THE FIELD THE RETAINING WALLS SHOWN ON THIS PLAN ARE FOR REFERENCE ONLY, AND ARE TO BE CONSTRUCTED PER SEPARATE PERMIT FIRE DEPARTMENT NOTE: ALL HYDRANTS SHALL BE CLASSIFIED AS CLASS A -RATED CAPACITY OF 1,000-1,499 GPM (J,765-5,675 LIMIN). ALL BARRELS ARE TO BE CHROME YELLOW, WITH TOPS AND NOZZLE CAPS PAINTED GREEN HUNSAKER & ASSOCIATES FD, STD. U,S,G.S. BRASS DISK SET IN THE TOP OFA CONC. F%MnVnVVffikUru V I N E I N C � APPROVED FOR CONSTRUCTION: :--7— = E S.1 1, 1 R MON. STAMPED 1955, 5J MILES NORM ALONG A PAVED ROAD FROM T14E MISSION SAN ANTONIO DE PADA, AT RALA, 6.1 MILES INLAND EMPIRE REGION SOUTH OF TEMECULk AT THE SAN DIEGO-RNERSIOE COUNTY 2900 ADAMS STREET, SUITE A-15 LINE, IN SAN DIEGO COUNTY, 14- SOUTH OF THE COUNTY LINE RIVERSIDE CA 92504 (951)352-7200 SIGN, 29.5' WEST OF THE CENTERLINE OF THE ROAD, 17.5' PLANNING ENGINEERING - SURVEYING - GOVERNMENT RELATIONS SOUTH OF THE CENTERLINE OF A TRACT ROAD LEADING NW,1,2, NO. 58020 - 7' 1& 3/-1 2 - WEST OF A FENCE LINE, I.T NORTH OF A WITNESS POST. CHIEF ENCANEER DATE -IV ABOUT 4 1/5 FEET HIGHER THAN THE ROAD AM SET IN THE 'V- CIVI\- PREPAR R.C.E. NO, 5802 TOP OF A CONC. POST PROJECTING UP ABOUT 6 INCHES I U.SG.S. SM. NO. W897 ELEV. = 1255.36 APPR. DATE OP-CA0 I Tn r(WdFRT A FV MnU WrAM90 Tn hIAXffM AM -) 90 .11,11-5117 ELEVATION BASED UPON THE NGW 29 DATUM (0410:4 P49L R. HUDDLESTON, JR. -4 cUr. rutjwtzwr r)ATI: r1.nI1JTDAi1Te 9, RCWD LEGEND AND ESTIMATE OF QUANTITIES QTY- 111VIT I-F-rFNf) nP.,qrPipTinm -QTn n1A1f2 128 PIPE R.C,W.D RANCHO CALIFORNIA RW -22 WATER DISTRICT R.J. RESTRAINED MECHANICAL JOINT R,O.W. RIGHT OF, WAY RWT RECLAIMED WATER R/W RIGHT OF WAY S SOUTH SLOPE S.D. STORM DRAIN SFM SEWER FORCE MAIN ST STREET STD STANDARD S/w SIDEWALK SWR SEWER LINE TEMP. TEMPORARY T.O.R. TOP OF RIM VAR, VARIABLE VCP VITRIFIED CLAY PIPE W WEST W.M. WATER MAIN W.O. WORK ORDER WTR WATERLINE K-ING CROSSING RC1 12 LEGEND OF SYMBOLS FIRE HYDRANT ASSEMBLY AIR VACUUM & AIR RELEASE VALVE ASSEMBLY BLOW -OFF VALVE ASSEMBLY ®° WATER SERVICE LATERAL WIMETER RESILIENT WEDGE GATE VALVE- WATER ALVEWATER LINE EXISTING OR PROPOSED WATER LINE (BY OTHERS) SIDEWALK CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONS181LITY FOR JOB SITE COND177ONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT NS REQUIREMENT SHALL APPLY CONTIVOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEUNTY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION W17H THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LABILITY ARISING FROM 7HE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER EXISTING UNDERGROUND UTILITIES ARE AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBILE FOR VERIFYING THE ACTUAL LOCATION IN THE FIELD THE RETAINING WALLS SHOWN ON THIS PLAN ARE FOR REFERENCE ONLY, AND ARE TO BE CONSTRUCTED PER SEPARATE PERMIT FIRE DEPARTMENT NOTE: ALL HYDRANTS SHALL BE CLASSIFIED AS CLASS A -RATED CAPACITY OF 1,000-1,499 GPM (J,765-5,675 LIMIN). ALL BARRELS ARE TO BE CHROME YELLOW, WITH TOPS AND NOZZLE CAPS PAINTED GREEN HUNSAKER & ASSOCIATES FD, STD. U,S,G.S. BRASS DISK SET IN THE TOP OFA CONC. F%MnVnVVffikUru V I N E I N C � APPROVED FOR CONSTRUCTION: :--7— = E S.1 1, 1 R MON. STAMPED 1955, 5J MILES NORM ALONG A PAVED ROAD FROM T14E MISSION SAN ANTONIO DE PADA, AT RALA, 6.1 MILES INLAND EMPIRE REGION SOUTH OF TEMECULk AT THE SAN DIEGO-RNERSIOE COUNTY 2900 ADAMS STREET, SUITE A-15 LINE, IN SAN DIEGO COUNTY, 14- SOUTH OF THE COUNTY LINE RIVERSIDE CA 92504 (951)352-7200 SIGN, 29.5' WEST OF THE CENTERLINE OF THE ROAD, 17.5' PLANNING ENGINEERING - SURVEYING - GOVERNMENT RELATIONS SOUTH OF THE CENTERLINE OF A TRACT ROAD LEADING NW,1,2, NO. 58020 - 7' 1& 3/-1 2 - WEST OF A FENCE LINE, I.T NORTH OF A WITNESS POST. CHIEF ENCANEER DATE -IV ABOUT 4 1/5 FEET HIGHER THAN THE ROAD AM SET IN THE 'V- CIVI\- PREPAR R.C.E. NO, 5802 TOP OF A CONC. POST PROJECTING UP ABOUT 6 INCHES I U.SG.S. SM. NO. W897 ELEV. = 1255.36 APPR. DATE OP-CA0 I Tn r(WdFRT A FV MnU WrAM90 Tn hIAXffM AM -) 90 .11,11-5117 ELEVATION BASED UPON THE NGW 29 DATUM (0410:4 P49L R. HUDDLESTON, JR. -4 cUr. rutjwtzwr r)ATI: r1.nI1JTDAi1Te 9, RCWD LEGEND AND ESTIMATE OF QUANTITIES QTY- 111VIT I-F-rFNf) nP.,qrPipTinm -QTn n1A1f2 128 L.F, INSTALL IT 0900 DRIO PVC PPELINE (FOR RW -22 DESIGN PRESSURE 15D PSI) PVC PIPELINE I EA INSTALL Ir RESILIENT WEDGE GAT VALVE CLASS f50 (ENO STYLE PER CALLOUTS) RWX RW -31 I EA. F (717 CONSTRUCT r RESIDENTML FRE HYDRANTASSEIRILY RW -81 RW -1 17 INSTALL 11 114-D.I.ELBOW (SMEPERPLAN) 2 EA. (END STYLE PER PLAN) JL INSTALL 90-D.1 ELBOW (SIZE PER PLAN) I x 12 -inch 64. C20�� #. (EAID STYLE PER CALLOUTS) 1 -Track 2 - 64noh EA E4. INSTALL D. I END CAP (SL7E PER PLAN) RW -24 I x 12 -inch EA. INSTALL 12" RESTRAINED FLANGED COUPLING ADAPTOR I - 12 -inch 8k 26 INSTALL HIGH DEFLECTION COUPLING (SIZE PER PLAN 228 L.F. INSTALL r C900 DR18 PVC PIPELINE (FOR DESIGN PRESSURE450 PSI) PVC PIPELINE RW -22 2 F.A. 34 INSTALL 6° RESILIENT WEDGE GATE VALVE CLASS 150-(j5ND STYLE PER CALL OUTS) RW -A RW -31 EA, CONSTRUCT 6" UNDERGROUND RW -4,I BLOW-OFFASSEM&Y RW -1 2 Ek 41 INSTALL I'Aff? VACUUMANCIAIR RELEASEASSEMBILY RW -9, RW -1 4 L.F. INSTALL 18- CUL&C, 114'. STEEL (FOR. DESIGN PRESSURE - 2W PSI}ST EEL PIPELINE RW -25 18"FLANGED BUT7ERFL Y YAL VE RW -X 2 FA. raj. 56 CLASS 250 (FLO x FLG) RW -31 INSTAU 36"FLANGED BUTTERFLY VALVE RWX 2 EA CLASS 250 (FIG x FLG) RW -31 I EA.INSTALL LM 18"CX&C STEEL CROSS RW -29 58 (FLGxFLGxFLGxFL6) AWWA C-208 I AWWA Mf I I EA. INSTALL 36"CK&C STEEL TEE RW -29 59 (F1GXFLGxFLG) AWWA C -M AIWA M11 1 E4. INSTALL 18W CME&C STEEL REDUCER AWWA C-208 (FLGxFLG) AWWA MI I I EA. INSTALL 36' 12" STEEL REDUCER AWWA C-208 63 (aGxF1G) AWWA M11 4 EA INSTALL BU77S7??AP (SIZE PER PLAN) RW -32 2 EA. INSTALL 36"U4NWAYPT-R DETAIL ONShIEET2 I x 6 -inch EA.I @ INSTALL 6RESTRAINED FLANGED COUPEMADAPTOR 5ffff. K. DESMRD-ON 1 TITLE SHEET 2 INDEX SHEET 3 EL CHIMISAL ROAV, ANZA ROAD STA. 22+62.95 TO STA, 23+94.00 STA. 57+65.00 TO STA. 59+00.77 OFFSITE 341/17 WATER & RECLAIMED WATER IMPROVEMENT PLM TITLE SHEET MAINTENANCE DATE OF 3 S1 LCVT 2 I RfJERSiDE MOREW VALLEY S SAN ItcWTO J3EAUWW U' KE 4z� E HWft RR." TEMECULA, 15 11 12T?" 1 tiNE^ 16 ROAD SITE VICINITY MAP NO SCALE T8S, R2W, S22 APR L PRop. m�H� -AP-il EMWP A P�qyg PRPP�__POP APR 911-260-039 PROP. EMWD 41017-29 PROR VJi. G 60 SEWER t1!r SEWER, � P9,0P, kc,�. 1(r SEWER ROP M, A 12" 17 F.H. Wlhil C___966 F.H�F.H. PER TRACT w PRV=c ____F , - - EH.- 110 WA. C - -905 31597 16' RV,(", 116 MONTE VERDE ROAD J* `_�-905 SEWER A, 112 1 z P.V.C. PROP. EMSw-M', 7 TRACT j/ UNDARY rEx. HH, 1661 114 117 AM FA11-280-041 AP1,N]: 911-�280-0442 115 PROP< icr vCP SEWER F.H.7 W.M. C-900 x 120 PROP, M.H_ 61 RW TRACT EtW R4V Wpjt 5 ' BOUNDARY YfElp SOUTH SIDE OR WEST SIDE NORTH SIDEOR EASTSIDE 1190 PROP. EMWD 78 d* VCP SEWE - 10' TYR— TRACT f-- 4 10-ni. I EMWDI f 59 7' tz, BOUNDARY/_7_ 62 TRACT E�m 56 R H 57 BOUNDARY 2- 1 STRE 2% 2%,_ 1,21 77 -4 63 V HL 2 ROP. WH. 6' 4v- GAS 8 68 0 64 50 PROP. EMWD R. --- -------- --- I t 60 91 VCP SEWER RCWDk /81 co WATER EUWD. �F.H. 101" 16f RV,61- 118 51 AWN SEWER NOR� �A#N_ 76 SEWFR 95 goo M,H�18 @�w) i ANN wV_ 6, V. -- / 1 52 54 STORM 1 612 LLJ X, 1 1 53 75 EMIND S' 65 M.H� 3 49 F�CGOVER ILff � \\&_1!,, 70 (py) DR" It - -'- / A,H. 24 ®R, OVER IE fff. --,4, SEWER A.V.&A.R�- w C® 1 TYPICAL SECTION I - - - i - ., < - \ 83 PER COUNTY OF RIVERSIDE STD. NO. 617 � lAk FrI, Ee r1q 89 74 66 r_ LL] ER N. TIS QR IT I - I w /'111 F= 1 00 73 6RV,C. RWT. 45 44 43 48 47 46 L V? 71 ...... L 9 F)77 ot� FAN R Q PIPELINE V,&A.R;1 LANE i J" DIA BAR HINGED OUTLET MA h .3 - ----- V"T M,H. EMWD Er EM�6'9! EDGE 1ANE 42 I--- Mj-j,1 4 99 EF� VV TO FOLD FIAT (TYP) R BLIND FLANGE VC it OF BOLT 1* NPT PLUG FULL FACE CASK F.H�-] J 41 i7\ i A.V.*AR. 1:t p F Hj F.H. . . . . . . . 100 '+-; F.; UNLESS SE N A. C-000 12� Rv.c' M. C_ 0 SH HUES BLIND FLAN 1 102 103 109 34 37 38 39 W.M. TO STRADDLE SEE NOTE 9 1 1 104 105 106 107 108 35 36 40 40 .tn / - - 11 11111�_ A (1/2' MAX) T + \fMOED BOLT HOLES ,Am . 16 i - 0 BAR Y4- DIA GED \\Y cEN) W-) B W ANZA fiW 6' P, RViT v (61 1 , _ , ', (S NOTE 1) -W END EE W.M. C 00 iM ij EJ TRACT TING YA (TYP) J. 4- DRILL AND TAP 2 HOLES 'Zo 45 46 47 48 59 BOUNDARY, 51 52 53 54 55 . . . . . . . . . . ------ COAT PER NOTE 6 HEREON ON AU 43 44 4.9 F - ---Al� FOR AIR SOAP TEST - - SURFACES NOT COVERED BY GASKET. \_Y2 IMORTAk _1 T151., 2_71 1;r P.V-C. LINING ---------- AN7A RM REINFORCED HE OHE OHE I.D. Vkll ,-WRAPPER PLATE :ft WSP CYL PER AWWA MII W# C� 1. ALL MANWAY FLANGES, OUTLET FLANGES AND BLIND FLANGES SHALL BE FLAT FA:- \T PN.0 , . , RWT. 124 71 B.O. SE S4 ice! III __T____ _ Do FACED. BOLT HOLES SHALL BE DRILLED TO MATCH ASME/ANSI B16 SHEET LEGEND t7q '' it,, I—I--- I _1.tlp,V.C. I w cli 2. ALL GASKETS SHALL BE FULL FACED AND CERTIFIED FOR USE ON POTABLE WA, C-190 33 �.__ 31 30 1 29 28 27 WA. V-900 1101CA TES FUTURE IN TRACT SEWER & WA TER SHEET MMER IL too 26 %-P WATER PIPELINES PER SPECIFICATIONS. FLOODMWEI STREET T �9 14 70 EWWD T EMD E V) %3 3. 1 INDICATES THE THICKNESS OF THE STEEL PIPE, wrm SHALL DL 4 M1 WE SEWER 1 PER AWWA 0205 AND AWWA M11. EMWD 8! 4. AFTER SHOP WELDING, CONTRACTOR TO PLUG WELD TAPPED HOLES ON AXAkR� SEWER COMPLETION OF TESTS. E < 5. LENGTH OF OUTLET SHALL BE I" MINIMUM UNLESS OTHERWISE SHOWN OR 14 _4 -F.H, Ir P.u� �j DIRECTED BY ENGINEER. • 122 _FH 1, 2 V) 9 -0 Onry C_9 of 12sl I= 6. HIGH SOLIDS EPDXY (NSF -61, 20 MILS THK) ON SURFACES NOT COVERED 10 1'7 1 19 rumw) BY EPDM GASKET. SURFACE PREPARATION PER SSPC SP -10. WwD e 4 L rr_ r 20 z 1-9 21 <Y, PVC Z 7. TAPPED HOLES IN FLANGES SHALL BE A CLASS 3 FIT. 6' 22 ry 8, ALL BOLT HOLES SHALL BE SPOT FACED. PV.C, Rte'W.M, C-900 16 w 122 EMWD 8' 9. PRESSURE RATING OF FLANGE ASSEMBLY SHALL BE 250 PSI MIN. EL CHIMISAL ROAD ANZA ROAD PNL, < 0 ANAkR� ------ R 23 EMW I 0 10. SHOP APPLIED MORTAR "COATING AND PIPE SURFACE COATING SHALL (MANWAY DErAIL) W.M. C-900 SEWEF e Px, 12 EXTEND UP TO WITHIN 2" OF SUP ON FLANGE OF MANWAY COVER. 131 7 M i B,W MA. 21 15 UjM P.33 < A.V.&A.RWH.36 4 4. ® (22 13 FH i i k MlYIMMIN; EMWD T GR4PHIC SCALE 6 25 SEWER C o Water 'i is C-, M 100 0 50 100 200 Rancho California Water District4 U I I 1 14 42135 Winchester Road 122 4z;�, we z I I IN FEET) AN.&A.R.' Temecula, CA 92590 Phone: (951) 296-6900 Fax: (951) 296-6860 DESCRIPTION REVISIONS SCALE. I"= 100' Sr-AL-EWANEER 815NICHMAAK- HUNSAKER & ASSOCIATES FD, STD, U.S.G,S. BRASS DISK SET IN THE TOP OF A COMO. I N C MON. STAMPED 1955, 5.1 MILES NORTH ALONG A PAVED ROAD FROM TIS MISSION SAN ANTONIO DE PALA, AT PAIR, 6.1 MILES INLAND EMPIRE REGION SOUTH OF TEMECULA, AT THE SAN DIEGO -RIVERSIDE COUNTY 2900 ADAMS STREETZ SUITE A-15 LINE, IN SAN DIEGO COUNTY, 14' SOUTH OF THE COUNTY LINE - --- CA 92504 951)352-7200 SIGN, 29.5' WEST OF THE CENTERLINE OF THE ROAD, 17.5l CD NO. 5W20 PLANNING - ENGINEERING - SURVEYING - GOVERNMENT RELATION5 SOUTH OF THE CENTERUNE OF A TRACT ROAD LEADING NW,1.2' cor WEST OF A FENCE LINE, 1,7' NORTH OF A WITNESS POST, ABOUT 4 1/5 FEET HIGHER THAN THE ROAD AND SET IN THE f 01 V PREPREPAREDR.C.E. NO. 58020 TDP OF A CONC. POST PROJECTING UP ABOUT 6 INCHES. A -PP R. ED DATE OF ELEVATION BASED UPON THE NGVD 29 DATUM 4 U.S.G.S. ok NO. W897 ELEV. = 1255.36 PAU R. HUDDLESTON, JR. To 0OWW ELEV. FROM NGVD29TO_NAVDW ADD 2293 FEET. 1*1 kq I rx "s 1,251MOSOPM-MI111 APPROVED FOR CONSTRUCTIOW < KOW111111mrs - Izz /_ZZ 7 OTER & RECLAIMED OTER E"NaK-MANAGER DATE IMPRINEMENT PLAN INDEX SHEET Cd811b*M dis �Mmmnl 71 �=Lw. 0 tnTE: ,- C) WORK CONTAINED WITHIN THESE PLANS 0 SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A < Uj UJ GRADING PERMIT HAS BEEN ISSUED. The private engineer signing these plans is responsible for Gh > assuring the accuracy and acceptability of the design hereon. 0 0 in the event of discrepancies arising after county approval or No Uj Ld 0- < during construction, the private engineer shall be responsible CL w for determining an acceptable solution or revising the plans < for approval by Temecula, CA 92590 Phone: (951) 296-6900 Fax: (951) 296-6860 DESCRIPTION REVISIONS SCALE. I"= 100' Sr-AL-EWANEER 815NICHMAAK- HUNSAKER & ASSOCIATES FD, STD, U.S.G,S. BRASS DISK SET IN THE TOP OF A COMO. I N C MON. STAMPED 1955, 5.1 MILES NORTH ALONG A PAVED ROAD FROM TIS MISSION SAN ANTONIO DE PALA, AT PAIR, 6.1 MILES INLAND EMPIRE REGION SOUTH OF TEMECULA, AT THE SAN DIEGO -RIVERSIDE COUNTY 2900 ADAMS STREETZ SUITE A-15 LINE, IN SAN DIEGO COUNTY, 14' SOUTH OF THE COUNTY LINE - --- CA 92504 951)352-7200 SIGN, 29.5' WEST OF THE CENTERLINE OF THE ROAD, 17.5l CD NO. 5W20 PLANNING - ENGINEERING - SURVEYING - GOVERNMENT RELATION5 SOUTH OF THE CENTERUNE OF A TRACT ROAD LEADING NW,1.2' cor WEST OF A FENCE LINE, 1,7' NORTH OF A WITNESS POST, ABOUT 4 1/5 FEET HIGHER THAN THE ROAD AND SET IN THE f 01 V PREPREPAREDR.C.E. NO. 58020 TDP OF A CONC. POST PROJECTING UP ABOUT 6 INCHES. A -PP R. ED DATE OF ELEVATION BASED UPON THE NGVD 29 DATUM 4 U.S.G.S. ok NO. W897 ELEV. = 1255.36 PAU R. HUDDLESTON, JR. To 0OWW ELEV. FROM NGVD29TO_NAVDW ADD 2293 FEET. 1*1 kq I rx "s 1,251MOSOPM-MI111 APPROVED FOR CONSTRUCTIOW 'TRACT No. 32627 OFFSITE Izz /_ZZ 7 OTER & RECLAIMED OTER E"NaK-MANAGER DATE IMPRINEMENT PLAN INDEX SHEET �Mmmnl �=Lw. :x__ E__ -z ��i_ -47 4 4- 77--- 71F f RE5 M- il - - :��L- -+7�� RE -501, L 1- -1 - 1 4 - - --4 7177-7-17-7, _q_ -7 - _7 ZZ_ 4 f 4_7� z 7 .4- T 7T7 .. .... + _:x, q_V�/ --- ------- A 4, 41 - lg�� Q -z' j J" 17 L - ----- L -4 J q -z_ z, L i -L -t _04 4 1-, 4 47, q _77 --- J +77+_ 771 4__ j Z� T= -A, w, --- �Lj. 4=tl A 4:1 -4- _j L t_=71�4- - ------ - --- -- -4w 9�4 -A kk 1-7-j", 7 A 4- 413, -k 177 7, T "TT E + _,J -A-4 -4- 3 771 - ----- I---- _4 -7_71 7, E-7 1, ...... ....... -T 4 7 TE 7 i, QQ-, - __,. P_t� L . .. ... _=±__: J� 'U E ----- ----- - --- J j V _4 4 _jj ---- --- -:4- �.A j '7t: J, AM L jt T A -- --------- 7-- 7. 7- ------ A_ - . . ... ....... jim- 4 7 7 A, 41 _-1 ...... . .. 4-- 7 -J, 4- -1 fz: ''. _� �:_. L -- -------- - -47 4A, F a. .:i, _q t A _4 -4 _J_ C -9001 Ew E. . .. .. .......... A ilk:71- LF 1-4: t f T=1 4 A 4- 4, 4�:. 77- A 7 A IE 7j 71- tST�EE A -4- _44- w 5, C _4 '4 A 7_7 f 4 4= M J� '77 .............. . f,::".�r-__ 4 Tm�� -I, 7t��'_- --- - ` _.w 1"', "17-7,77-H j'� j.j �JL T -7. -2;T777-t'- 04 j . ..... ... . _E_ K_ . .... #-� , "I T !r 4 7 7=7 F . ..... 77 7 + Z - J 00 Cq _4 3- t + 7, + 477 ----------- v� ------ it j -J 4': _4 k�_ i - ---- - ---- ------- _4 j- -4 _4 ii 7 j -a X -__-,--r- r -471--4 -1--1 1 1 L .4 v r 17_7177' < k�_ _._4Mr_!t _1P f T -7-�F 4 -7- 77" j:1 2-4-6 4, Z -4-m5nt- , I Ail JOINT _z_ 4- 4:_ AjL F -I _A_ :.:)v A 6 1, 3 IC'4 T + . . ...... 2 _j:7 w AW 4 N V -1- 'A T, 4, E T_, - T ff - ------- �,z Z�± -JE-3=1, Z. -z T_ ...... . .. 4 3, T71 iw ........ .. . T_7t7+F___- . .... . 12: -.7f7-7 777 1-n. + j- _7 X; t 77 7" ----------- 7 . ...... . :, j 17 X, - - _3 _j 7.-- 7'i E -E� L-4 ------ T, 4 L T 77-- �5� ------ -------- -- ---- -- 4 - -4 . .. ....... nf__� 77, 1 7- 7 t 4--T I -i - __T `77-: �T t _3 _f, r , 3 -'7 Ill'', A A T 4 A 4_ ....... ------- - - - -------- z 4 - - J. 1- 77- -Oka 7rL- J-Z�' I _7 i7v 'q, ��f - =F7= J�PROFILE SCALES L _I �j 21 22 23 24 58 59 60 ,AS OVALAC17 M5'P 21 ti - F*RIZ.: I" V i .1 TRACT J\10. 204-N-1 1 21 EER RC -442 __j Cn t') 4! 7, I r VERT.: 15 ;Z1 i I �_ _� -1 F3 A -i S� 'J, 4, ", 114) \ - ffi N 2 113 139 j Sc AS' _-7 �9 ONSTRUCTION NOTES REL EA SEYRL Y (STEEL PIPE AND FITTINGS SHALL HAVE POTABLE WATER C 1000 C5 8 , 4 E 6,312,562.17 c4 te APIN-, MINIMUM DESIGN PRESSURE = 150 PSI �AIRVAC �&AIR. NOTE 1: (POTABLE & RECYCLED WATER) 'p + 22+72.07 EL CHIMISAL ROA EX J6" OX&C SMEL 4' MINIMUM CYLINDER THICKNESS) A&f WR PIPE SCALE: 1 5' C14 C4 + I z Lo 08'6-41 - -1-0 1 - INSTALL 11' PVC C900 DR18(FOR DESIGN PRESSURE= 59+00.86 ANZA ROAD 3 PO;r 410, 150 PSI) PVC PIPELINE PER STD. DWG. RW -22 INSTALL W CML&C TEE 2� 5 INSTALL 1 f RESILIENT WEDGE VALVE -CLASS 200 U5JAI AXA4 6 WF.F)(W) 1 r RSGV( E 22+98.0 EL CHIMISAIL ROAD - C,4 S W 0 ILO + 58+79.18 ANZA ROAD C G N 2.113,410.03 f4l "135 TRACT 4- I A 3 r f2 22 BOUNDAR__Z�J T X (END STYLE PER CALLOUTS)STD. DWG. RW 30, RW -31 EX. RRE PROP, 7.00'-36" CML&C STEEL HYDRANT 17 INSTALL 11 11,V D.I. ELBOW (SIZE PER PLAN) MANWAY (FLGxPE)(TYP OF 2) LD (END, STYLE PER CALLOUTS) 36" BFV 20 - INSTALL 90' 0.1. ELBOW (SIZE PER PLAN) w (FLGxFLG) (CL250) T 7H I 00 i 'AD :2 uj CL X 0 (END STYLE PER CALLOUTS) 7 EL,. INSTALL 1 m 36" CML&C STEEL TEE INSTALL D.I. END CAP (SIZE PER PLAN) V. 6 PER STD. DWG. RW -24 (FLGxFLGxFLG) BEND(RJxRJ) 22+94.70 Q 22+94.70 1:z ; 11 % �� S w n I (2�D2- INSTALL 127 RESTRAINED FLANGED COUPLING ADAPTOR PROP. 7.00' EL CHIMISAL ROAD= in -3611CML&C L4 CL X STEEL MANWAY EL CHIMISAL ROAD "'Y'Al - 58+62.92 ANZA ROAD q -:r fXJ6' CX&C 57FEL (25)- INSTALL H,D. COUPLING (SIZE PER. PLAN) 1:71 -1 %,. I, &� 0 9 M/ " I INSTALL 127-11.250 & (END STYLE PER CALLOUTS) ,I POIAZAL WIV PIPE 4 150 PSI) PVC PIPELINE PER STD. DWG. RW -22 INSTALL 6- PVC C900 DR18(FOIR DESIGN PRESSURE= 127 END CA L PX CM DRI 8 - - - 23+66.0 INSTA - - - - - - - 21 - - - - - - - H.D. COUPLING BEND(RJxRJ) - _j 1L P, -PER DETAIL 0 LEFT IK I --- Cj M N 464,5J2" W 1.47 INSTAL '7 if PW C9W DRIS .4c 1 1 1 16' N/It .9.67 _Z_ 00 23+6 MIN. N 2,11,5,335-36 INSTALL 6' RESILIENT WEDGE GATE VALVE -CLASS 150 10 - - - - - - - - - - - - - - - - - - (END STYLE PER CALLOUTS)STD. IYWG. RW -30, RW -31 Er F.H, - - - - - - - - - - - - - - - - - 20# WA CID P '� RW E 6,312,600.79 -4 j P:, 40 1 -BLUE +LECTiV8E 36' 8 41 0_� (FLGxFLG) (CL250) INSTALL C UNDERGROUND BLOW -OF ASSEMBLY C4 to PER STD. DWG.'S RW -1, RW -4 Lj z P=12912 124 26 1 �,- 9;�l 36x12" _qW_4�9_ P 0 EN SPACE P 1320.6 REDUCER(FLGxFLG) a) t/1 57+70.00 INSTALL NI INSTALL 1" AIR VAC & AIR RELEASE ASSEM13LY GI' 1, RW -9 �O 0 401 PER STD. DWG.'S RW 1" A.V.&kR. nn, 200, I I" I� 18. 12" RSGV M CM DR1 8 I.&C S INSTALL 19" FLANGED BUTTERFLY VALVE 40 (FLGxFLG)(CL1 50) f '&C ta 41-_ sto N zi 13,345.79 IF �(7�'rp, i CLASS 250 (FLGXFLG) EX. 18" CX&C STEEL 18" BFV OL 16 W/9 - P=1292.1 T86 A OF 2) a) 1" '2: RECYCLE WY. PIPLE (FLGxFLG)(CL25O) 0) 0 E 15,312,4.'�EJ63 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 13� .Si 71 57+65.00 INSTALL 61 vl� I f E 6,312,562.02 - - - - - - - - - - - - - --- - - - - - - - - - (��_ INSTALL 36' FLANGED BUTTERFLY VALVE < CLASS 250 (FLGxFLG) 22+81,"3 EL CHIMISAL ROAD= 4 58+9 - - - - - - - - - - - - - - - - - - PR R INSTALL 19' CML&C CROSS (FLGxFLGxFLGxFLG) -j - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 8`4" END CAP PER RW -24 L 2,92 ANZA ROAD 0 118 DR18 PIPE G INSTALL 15' CML&C STEEL CROSS PER AWWA C-208 & AWWA MIT F= I f / "', PROP. 2.00'-18 "C N,E) CML&C STEEL SPOOL EML&C REST INED F D C�R 12" F CC INSTALL 19 xb QU(; b I LLL REDUCER (Fx < 2 1157 BFV, (FxF F)(S,W) 41 COUPLING ADAPTOR C) COUPLING ADAPTOR (PExFLG)(TYP OF 2) f 4_� i &_ INSTALL 367 CML&C TEE (FLGxFLGxFL G) z 2- 6" RSG%FxF)(S,W) (FLGxFLG) L__§l RSGV PER AWWA C-208 & AWWA M1 I < r�l A ZA (SEE EREON) PROP. 12" PVC 18" BFV 4'- (FLGxFLGI(CL1 50) 0. 011 CITEr n ITR �:V_AQ RACT .32627 0 20 40 80 120 160 SCALE: 1" = 40' 20 -ME: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED, The private engineer signing these plans is responsible for assuring the accuracy and acceptability of the design hereon, In the event of discrepancies arising after county approval or during construction, the private engineer shelf be responsible No for determining an acceptable solution or revising the plans for approval by Rancho California Water District 42135 Winchester Road Temecuia, CA 92590 Phone: (951) 296-6900 Fax: (951) 296-6860 DESCRIPTION REVISIONS mom i NOTE: CONTRACTOR TO POTHOLE FIELD VERIFY PIPELINE DEFLECTION i PRIOR TO ORDERING TEES. a / I L//*fL/ �IENGINEER BENCHMARK HUNSAKER & ASSOCIATES FD. STD. U.S.C.S. BRASS DISK SET IN THE TOP OF A CONC. ESS/ I R V I N E I N C MON. STAMPED 1955, 5.1 MILES NORTH ALONG A PAVFD ROAD FROM THE MISSION SAN ANTONIO DE PALA, AT PALk 6.1 MILES INLAND EMPIRE REGION SOUTH OF TEMECUIA� AT THE SAN DIEGO -RIVERSIDE COUNTY 2900 ADAMS STREET, SUITE A-15 LINE, IN SAN DIEGO COUNTY, 14� SOUTH OF THE COUNTY LINE t RIVERSIDE CA 92504 (951)352-7200 SIGN, 29.5' WEST OF THE CENTERLINE OF THE ROAD, 17.5� NO� 58020 �a �� r�/ SOUTH OF THE CENTERLINE OF A TRkCT ROAD LUiDING NW,1.2' PLANNING ENGINEERING - SURVEYING - GOVERNMENT RELATIONS WEST OF A FENCE LINE, 1.7' NORTH OF A WfTNESS POST, ABOUT 4 1/5 FEET HIGHER THAN THE ROAD AND SET IN THE V1 V 0- PREPARED B_)L_ R.C.E. W. 58020 TOP OF A CONC. POST PROJECTING UP ABOUT 6 INCHES. ELEVATION BASED UPON THE NGVD 29 DATUM U.S.G.S. BM. NO. W897 ELEV, = 1255.36 PAQjrR, HUDDLESTON, JR. TO CONVERT ELEV. FROM M29 TO NA\W8 ADD 2,293 FEET. 11431ALL I X %1MI-10411 L RE U%,F-R krLVXr1_V) PER AWWA C-208 & AWWA M1 I INSTALL 367 x 11" CML&C. STEEL REDUCER (FLGxFLG) PER AWWA C-208 & AWWA M1 I INSTALL BUTTSTRAP(SIZE PER PLAN)PER STD. DWG. RW -32 INSTALL MANWAY PER DETAIL ON SHEET 2 INSTALL (V RESTRAINED FLANGED COUPLING ADAPTOR 114 ;11:4: N TITEXTWI :110 Is E ITTan PKE111 4T.1111] Twol I Uj APPROV0 FOR CONSTRUCT11ON: z OFFSITE < WATER & RECLAIMED WATER INEER INA.4ER UAlt PLAN AND PROFILE ��A 2UQA E T ANZA ROAD STA. 57+65.00 TO STA. 59+00.77 1102 Mrow-, Li4 U.1 ED < _j z < C14 W LLJ z z 0 0 0 < C� LLj LLJ > 0 0 I-_ U-1 1711 0 0- < 0- ft� A< Q_ ITR �:V_AQ RACT .32627 0 20 40 80 120 160 SCALE: 1" = 40' 20 -ME: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED, The private engineer signing these plans is responsible for assuring the accuracy and acceptability of the design hereon, In the event of discrepancies arising after county approval or during construction, the private engineer shelf be responsible No for determining an acceptable solution or revising the plans for approval by Rancho California Water District 42135 Winchester Road Temecuia, CA 92590 Phone: (951) 296-6900 Fax: (951) 296-6860 DESCRIPTION REVISIONS mom i NOTE: CONTRACTOR TO POTHOLE FIELD VERIFY PIPELINE DEFLECTION i PRIOR TO ORDERING TEES. a / I L//*fL/ �IENGINEER BENCHMARK HUNSAKER & ASSOCIATES FD. STD. U.S.C.S. BRASS DISK SET IN THE TOP OF A CONC. ESS/ I R V I N E I N C MON. STAMPED 1955, 5.1 MILES NORTH ALONG A PAVFD ROAD FROM THE MISSION SAN ANTONIO DE PALA, AT PALk 6.1 MILES INLAND EMPIRE REGION SOUTH OF TEMECUIA� AT THE SAN DIEGO -RIVERSIDE COUNTY 2900 ADAMS STREET, SUITE A-15 LINE, IN SAN DIEGO COUNTY, 14� SOUTH OF THE COUNTY LINE t RIVERSIDE CA 92504 (951)352-7200 SIGN, 29.5' WEST OF THE CENTERLINE OF THE ROAD, 17.5� NO� 58020 �a �� r�/ SOUTH OF THE CENTERLINE OF A TRkCT ROAD LUiDING NW,1.2' PLANNING ENGINEERING - SURVEYING - GOVERNMENT RELATIONS WEST OF A FENCE LINE, 1.7' NORTH OF A WfTNESS POST, ABOUT 4 1/5 FEET HIGHER THAN THE ROAD AND SET IN THE V1 V 0- PREPARED B_)L_ R.C.E. W. 58020 TOP OF A CONC. POST PROJECTING UP ABOUT 6 INCHES. ELEVATION BASED UPON THE NGVD 29 DATUM U.S.G.S. BM. NO. W897 ELEV, = 1255.36 PAQjrR, HUDDLESTON, JR. TO CONVERT ELEV. FROM M29 TO NA\W8 ADD 2,293 FEET. 11431ALL I X %1MI-10411 L RE U%,F-R krLVXr1_V) PER AWWA C-208 & AWWA M1 I INSTALL 367 x 11" CML&C. STEEL REDUCER (FLGxFLG) PER AWWA C-208 & AWWA M1 I INSTALL BUTTSTRAP(SIZE PER PLAN)PER STD. DWG. RW -32 INSTALL MANWAY PER DETAIL ON SHEET 2 INSTALL (V RESTRAINED FLANGED COUPLING ADAPTOR 114 ;11:4: N TITEXTWI :110 Is E ITTan PKE111 4T.1111] Twol I I I Ir SHEET OF 3 SHEET RCWD E 1742 COUNTY OF RIVERSIDE APPROV0 FOR CONSTRUCT11ON: ---- -------- TRACT No. 32627 I.P. NO. 0700911 OFFSITE 3/t/ WATER & RECLAIMED WATER INEER INA.4ER UAlt PLAN AND PROFILE ��A 2UQA E T ANZA ROAD STA. 57+65.00 TO STA. 59+00.77 1102 Mrow-, I I Ir SHEET OF 3 SHEET RCWD E 1742 22+94~70 EL CHIMISAL ROAD ([V CHIMISAL ROAD= 22 Bommy\ CN go TALL It -9T EL, WFA19 -VW ILLA zZI TAIL 0 LEFT 23 INSTAL END CA 7 IN 2 113 335 36 PAVEDMAE MARKER P= 1292.2 124 26 OPEN SPACE P= 1320.6 40 P=1292.1 IN/It 16 22+81,23 EL CHIMISAL ROAD= 58+92.92 A147A ROAD WELD ON LOOSE FLANGE(CL 250) 18" BUTTSTRAP (2 HANDHOLES)PER RW -32 A (SEE DETAIL HEREON) P,PR','P,-,, �(QNQD RACr -32627 WORK CONTAINED WITHIN THESE PLANS w SHALL NOT COMMENCE VNTIL AN ENCROACHMENT PERMIT AND/OR A GRADIN19 PERMIT HAS BEEN ISSUED. assuring tie omurcmy =4 acovtobsty of the desion hereon. Im the event of discreparides arlshq after county oW*v.ol or during. o6natruotion, the private enginew shall be responsible No for o"mo by Rancho California Water District 42135 Winchester Road Temecula, C4 92590 Phone: (951) 296-6900 Fox: (951) 296-6860 , r---- `- -------~----- ~^'--------~~---- / l /Y46045'J_2"W \ ------f----- -~------------ MMVWT krL%.lW9l/rUr Z) 36" BFV 36" CML&C STEEL TEE PROP, 7.00'-36CML&C STEEL MAW&Y (PExFLG)(TYP OF 2) C4 Or 00 06 ) CHIMISAL ROAD= 22 Bommy\ CN go TALL It -9T EL, WFA19 -VW ILLA zZI TAIL 0 LEFT 23 INSTAL END CA 7 IN 2 113 335 36 PAVEDMAE MARKER P= 1292.2 124 26 OPEN SPACE P= 1320.6 40 P=1292.1 IN/It 16 22+81,23 EL CHIMISAL ROAD= 58+92.92 A147A ROAD WELD ON LOOSE FLANGE(CL 250) 18" BUTTSTRAP (2 HANDHOLES)PER RW -32 A (SEE DETAIL HEREON) P,PR','P,-,, �(QNQD RACr -32627 WORK CONTAINED WITHIN THESE PLANS w SHALL NOT COMMENCE VNTIL AN ENCROACHMENT PERMIT AND/OR A GRADIN19 PERMIT HAS BEEN ISSUED. assuring tie omurcmy =4 acovtobsty of the desion hereon. Im the event of discreparides arlshq after county oW*v.ol or during. o6natruotion, the private enginew shall be responsible No for o"mo by Rancho California Water District 42135 Winchester Road Temecula, C4 92590 Phone: (951) 296-6900 Fox: (951) 296-6860 , r---- `- -------~----- ~^'--------~~---- / l /Y46045'J_2"W \ ------f----- -~------------ MMVWT krL%.lW9l/rUr Z) 36" BFV 36" CML&C STEEL TEE PROP, 7.00'-36CML&C STEEL MAW&Y (PExFLG)(TYP OF 2) ) __---~____ --~__-_~-____________ -------'-----'�-�--- _' -_ �_---._''__.------^-----'_-_-__-'°°~-_-- -/ �--J� ----- / `_____________-_____ _____L-_ --- ______-_____,_______-___~____ ___-- 12* !1WE PROP. ZOU-18" ~ l'lx�!pCML*C STEEL SF 1/4" CYLINDER I COUPLINO ADAPTOR v=~"°/ '"` OF CONTRACTOR TO POTHOLE & HELD VERIFY PIPEUNIE DEFLECTION PRIOR TO ORDERING TEES. EXISTING GAS LINE, CONTRACTOR SWILY RESPONSIBLE TO LOCATE GAS LINE BY POTHOUNG PRIOR TO THE COMMENCEMENT OF ANY OTHER WORK IN THE VICINITY AND TO PROTECT IN PLACE, � I R V I N F I N C MON. STAMPED 1955, 5A MILES NORTH ALONG A PAVED ROAD APPROVED FOR CONSTRUCTION: FROM ME MISSION SAN ANTONIO DE PALA, AT PALA, 6.1 MILES INI , AND EMPIRE REGION SOUTH OF TEMECULA, AT THE SAN DIEGO -RIVERSIDE COU14TY 2900 ADAMS STREET SUITE A-15 UNE_ IN SAN DIEGO COUNTY, 14' SOUTH OF THE COUNTY LINE ....ERSIDF CA 92504 Z951)352-7200 SIGN. 29.5' WEST OF THE CENTERUNE OF THE ROAD, 17,5! 0 a- NO. 58020 PLANNING PMANREWNG - SMVFYIW, - GOVERNMENTREAU)NS SOUTH OF THE CENTERLINE OF A TRACT ROM LEADING NW,1.2' ;u WEST OF A FENCE UNE, 17 NORT14 Of A WIMESS POST, _89WR MANAGER I V PREPARED ABOUT 4 1/5 FEET HIGHER THAN THE ROAD AND SE.1 in APPROVALS: R.C,E. NO. J$8020 TOP OF A CONC, POST PROJEMG UP ABOUT 6 INCHES. DESCRIPTION APPR. DATE CA01 ELEVATION BASED UPON THE NGVD 29 DATUM REMSIONS ROWDLEGE EASTERN MUNICIPAL WATER DISTRICT (E.M.W.D.) SEWER NOTES COUNTY OF RIVERSIDE QTY. UNI' 1. SEWER SYSTEM CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH 950 L.F. EM.WD.'S STANDARDS AND SPECIFICATIONS. CFD 2 0 1 3=64 (SEWER ONLY) 2. GRAVITY SEWER PROFILE ELEVATIONS ARE TO FLOW LINE (CONDUIT INVERT). 3,570 L.F. 3 CONTRACTOR HAS THE OPTION TO INSTALL. PLASTIC OR VCP SEWERS EXCEPT WHERE TRA C T N Q ■ 32627 3, 760 EA. SPECIFICAL.LY DESIGNATED ON PLANS PER EM.WD. STANDARDS AND SPECIFICATIONS 4. MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH STANDARD DRAWINGS SB -5.3, 44 E4. SB -58 AND SB -619 AS APPLICABLE. SEWER MAINS MAY BE LAID THROUGH THE SEWER WATER & RECYCLED WATER IMPROVEMENT PLANS I IT M, IT111171 M, Rancho California Water District 42135 Winchester Road Temecula, CA 92590 Phone: (951) 296-6900 Fax: (951) 296-6860 DESCRIPTION REVISIONS APPROVED FOR CONSTRUCTION: ENGINEERING APPR, I DATE TE PIPELINES SHALL BE CONSTRUCTED SO THAT ACTUAL FLOW LINE ELEVA71ONS ARE W7HIN 0.1 FOOT OF DESIGN FLOW LINE ELEVATIONS. PIPELINES, WHEN INSTALLED, SHALL HAVE CONTINUOUS UPGRADE OR DOWNGRADE; CORRESPONDING WITH DESIGN SLOPE, WITHOUT ANY HIGH SPOTS PIPELINES SHALL BE CONSTRUCTED SO THAT ACTUAL PIPELINE CENTERUNES ARE WITHIN 0.1 FOOT OF DESIGN PIPELINE CEN7ERLINES. PIPELINE CONSTRUCTION SHALL CONFORM WITH CONSTRUCTION DRAWINGS IN ACCORDANCE WITH THE ABOVE SPECIFIED TOLERANCES. CONTRACTOR SHALL ASSIST DISTRICT AS REQUIRED To CONFIRM COMPLIANCE WITH CONSTRUCTION TOLERANCES CONIR4CT0R SHALL MAKE OR ASSIST IN A44KING ALL NECESSARY MEASUREMENTS AS DETERMINED BY DISTRICT 6. INSPECTION FEE THREE WEEKS PRIOR TO CONSTRUCTION, DEVELOPER/APPLICANT SHALL MAKE A DEPOSIT FOR INSPECTION. INSPECTION DEPOSITS ARE BASED UPON ESTIMATES. 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/DEPOSITS ARE SUBJECT TO CHANGE WITHOUT NOTICE 7. ENGINEERING FIRM PRIOR TO SIGNING OF WATER CONSTRUCTION DR4MNGS BY RCWD, ALL QUESTIONS CONCERNING THIS PROJECT SHALL BE DIRECTED TO PAUL R. LLU-DDLESTON, PRINCIPAL HUNSAKER & ASSOCIATES IRVINE, INC. BASIS OF BEARING BASIS OF BEARINGS FOR THIS MAP IS THE CENTERLINE OF EL CHISMAL ROAD AS N 46045'33" W PER TRACT MAP 29473-1, BOOK J94 OF MAPS AT PAGES 1-9, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA. WATER CERTIFICATION I CERTIFY THAT THE DESIGN OF THE WATER SYSTEM IN TRACT NO. 32627 IS IN ACCORDANCE WITH THE WATER SYSTEM MASTER PLAN OF RANCHO CALIFORNIA WATER DISTRICT AND THAT THE WATER SERVICE, STORAGE AND DISTRIBUTION SYSTEM WILL BE ADEQUATE TO SUPPLY WATER TO SAID PROJECT 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 OR ANY OTHER PURPOSE. L DATE 6WIEF - NGINEEk I NO. 58020 rn 0) V OF CAXVN ABBREVIATIONS 15. WHERE EXISTING GRADE GOES CUT TO FILL USE SHORT JOINTS 2.5 MAX, 10' EACH SIDE MANHOLES AND USED AS A FORM FOR THE INVERT. 0 RANCHO CALIFORNIA WATER DISTRICT (RCWD) FOR VCP USE FLEX COUPLING FOR PLASTIC PIPE A 5. ALL LATERALS SHALL HAVE AN ON-SITE CLEANOUT IN ACCORDANCE WITH STANDARD WORK CONTAINED WITH IN THESE PLANS GENERAL CONSTRUCTION NOTES MINIMUM DESIGN PRESSURE SHOWN ON THE PLAN/PROFILE SHEETS IN ADDITION, ALL VALVES, AIR VACUUM AND AIR SEWER CERTIFICATION DRAWING SB -52. PIPING, AND APPURTENANCES SHALL BE TESTED AT A PRESSURE OF 10% OVER SAID MINIMUM 1. GENERAL 3. UTILITIES MINIMUM 6. MAINLINE CLE4NOU7S; WHERE CALLED FOR ON THE PLANS, SHALL BE CONSTRUCTED INA I CERTIFY TWIT THE DESIGN OF THE SEWER SYSTEM IN TRACT NO. 32627 IS IN ACCORDANCE CONTRACTOR SHALL FURNISH AND INSTALL ALL FACILITIES IN ACCORDANCE WITH PANCHO CALIFORN14 WATER A. AT LEAST 48 HOURS BEFORE COMMENCING ANY EXCAVATION, CONTRACTOR SHALL REQUEST GRADING PERMIT HAS BEEN ISSUED. WITH THE ACCORDANCE WITH STANDARD DRAWING S8-52. B DISTRICT'S (RCWD/DISTRICT} STANDARD SPECIRC47I0NS AND STANDARD DRAWINGS FOR WATER AND SANITARY UNDERGROUND SERVICE ALERT (1-800-227-2600) OR 811 AND NONMEMBER COMPANIES, DISTRICT HAS PROGRAMMED ADEQUATE CAPACITY TO TREAT WASTES FROM THE PROPOSED 0 RANCHO CALIFORNIA WATER DISTRICT, RIVERSIDE COUNTY, CITY OF TEMECULA, CITY OF MURRIETA, SEWER FACILITIES (LATEST REVISION THE SPECIFICATIONS AND STANDARD DRAWINGS ARE AVAILABLE FROM OR U77LITIES TO MARK OR OTHERWISE INDICATE THE LOCATION(S) OF THEIR SUBSURFACE 0 Z PRIOR TO CONSTRUCTION OF SEWER, CONTRACTOR SHALL EXPOSE EXISTING SEWER AND EASTERN MUNICIPAL WATER DISTRICT THE DISTRICTS WEB S17F AT WWW RANCHOWATER COM CONTRACTOR ShALL BE IN POSSESSION OF FACILITIES INCLUDING BUT NOT LIMITED TO, STRUCTURES INCLUDING VAULTS ANN a- r - - - qLhko�/ -6;;Z a VERIFY ITS EXISTING ELEVATION AND LOCATION WHERE CONNECTING TO EXISTING PVC PIPE SMLL BE 6, 8", 12" OR 16' DIAMETER, AIWA C900 DR -14 OR DR -18 DISTRICT'S SPECIRC477ONS AND STANDARD DRAWINGS ON THE JOB SITE AT ALL TIMES CONDUCTORS OR CONDUITS AND SERVICE CONNEC77ONS (71- STEEL PIPE SIALL BE. 6-, 8", 12" OR 16" DIAMETER, CML&C J" THICK STEEL MANHOLES AND INLET STUB OF PROPER SIZE EXISTS, NO ALTERATIONS SHALL BE MADE NOTIFICATIONS D. VALVES 12' AND SMALLER SHALL BE RESILIENT SEATED GATE VALVES UNLESS OTHERWISE SPECIFIED. for approval by C.M.L.&C. TO EXISTING MANHOLE BASE OR STUB EXCEPT AS SPECIFICALLY AUTHORIZED BY E.M.W.D. B. ALL PERMITS REQUIRED BY LAW SHALL BE ACQUIRED BY THE DEVELOPER/APPLICANT OR THEIR CONTRACTOR. B. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL EXPOSE EXISTING WATERLINES AT PROPOSED & COATED STEEL PIPE SHALL BE INSTALLED IN ACCORDANCE WITH RCWD STANDARD DRAWING NOS RW -30 AND RW -JI. POLYVINYL CHOLORIDE 1. EASTERN MUNICIPAL WATER DISTRICT E CONNEC77ONS AND CROSSINGS AND VERIFY ELEVATIONS, LOCATIONS, AND SIZE OF EXISTING REINFORCED CONCRETE 8. ALL SEWER INLETS AT THE MANHOLE SHALL BE SUCH THAT ITS CROWN SHALL BE LEVEL STANDARD DRAWING NO, RW -9 AND RW -10. PIPE FACILITIES F ALL SFJ?14CE CONNEC77ONS SHALL BE I" COPPER SERVICES BY 314" METERS AND 1.5 & 2" WITH THE CROWN <OF THE OUTLET PIPE AT THEIR PROJECTIONS TO THE MANHOLE C ALL CONSTRUC77ON SHALL CONFORM TO CURRENT CAL OSHA SAFETY REQUIREMENTS COPPER RECYCLE WATER FOR LANDSCAPE METER AS NOTED ON THE DRAWINGS ALL SERVICES WATER DISTRICT EA. CENTERLINE D. APPROVAL BY RCWD IMPLIES NO PERMISSION OTHER THAN THAT WITHIN THE DISTRICTS JURISDICTION. C. CONTRACTOR SHALL NOT INTERRUPT OR DISTURB ANY UTILITY FACILITY WITHOUT AUTHORITY END CURVE 9 RECONSTRUCTION OF EXISTING MANHOLES SHALL BE SCHEDULED AT THE CONVENIENCE (800) 227-2600 or 811 REQUIREMENTS OF RCWD SHALL TAKE PRECEDENCE OVER REQUIREMENTS OF OTHER AGENCIES ONLY WHEN FROM THE UTILITY COMPANY. WHERE PROTECTION IS REQUIRED TO ENSURE INTEGRITY OF _C! E.M.W.D. OF EM.W.D. AND SHALL BE COMPLETED WITHIN FIVE WORKING DAYS FOLLOWING ITS INDUSTRIAL, MULTI -FAMILY, LARGE -LOT, OR LANDSCAPE IRRIGATION METERS SMALL BE INSTALLED RCWD REQUIREMENTS ARE MORE STRINGENT UTILITY FACILITIES (INCLUDING DISTRICT OWNED UTILITIES), CONTRACTOR SHALL FURNISH WATER DISTRICT WITH A DISTRICT APPROVED L34CKFLOW DEVICE RW -18. COMMENCEMENT. 4, RANCHO CALIFORNbil WATER DISTRICT EXISTING AND PLACE ALL NECESSARY PROTECTION. SOUTH (951) 296-6900 G E CONTRACTOR SHALL NOTIFY RCWDS COAISTRUC77ON CON7RACT5 MANAGER A MINIMUM OF ONE WEEK PRIOR F.F FINISHED FLOOR 10 SEWER LATERALS SHALL BE CONSTRUCTED IN ACCORDANCE WITH SB -177. LOCATIONS OF 5. ALL OTHER AFFECTED AGENCIES THAT ARE NOT MEMBERS OF USA. TO STARTING CONSTRUCTION. A PRECONSTRUC71ON MEETING WILL NOT BE SCHEDULED UN71L ALL ITEMS IN LATERAL SHALL BE THE SAME AS THE MAIN IT IS CONNECTED TO SEWER FORCE MAIN NOTICE TO CONTRACTOR: WYES AND LATERALS, WHERE NOT SHOWN ON THE PLANS, ARE TO BE DETERMINED IN WATER PIPELINE CONSTRUCTION SHALL BE IN ACCORDANCE WITH STANDARD DRAWING NO'S RW -22 THE DEVELOPER'S INSPECTION PACKAGE HAVE BEEN SUBMITTED TO AND APPROVED BY RCWD A MINIMUM 4. CONSTRUCTION DRAWINGS FLANGE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE THE FIELD PRIOR TO CONSTRUCTION TO MISS DRIVEWAYS. ALL LATERALS ARE TO BE 4" AND RW -24 FOR PVC PIPE, AND RW -25, RW -28, RW -29, AND RW -32 THROUGH RW -36 FOR OF ONE WEEK IS REQUIRED FOR REVIEW AND APPROVAL. A. MINIMUM PIPE COVER SHALL BE 48" FROM FINISHED GROUND SURFACE SIDEWALK RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF IN DIAMETER UNLESS OTHERWISE SHOWN ON PLANS CONNECTION OF NEW LATERALS TO F CONTRACTOR SHALL PROVIDE WRITTEN NOTIRG477ON TO THE RCWD CONSTRUCTION CONTRACTS MANAGER GAUGE CONSTRUCTION OF THIS PROJECT INCLUDING SAFETY OF ALL PERSONS AND EXISTING SEWER ARE TO BE PER STANDARD DRAWING SB -176. THRUST RESTRAINT SHALL BE PROVIDED BY WELDED JOINTS OR MECHANICAL JOINT RESTRAINTS IF REQUESTING A SYSTEM SHUTDOWN FOR CONNEC77ONS TO EXISTING SYSTEM SAID NOTIFICATION SHALL BE B WATER SYSTEM PROFILE ELEVA77ONS ARE TO FLOW LINE OF PIPE h %_ 11. THE CONTRACTOR IS ADVISED THAT THE WORK ON THIS PROJECT MAY INVOLVE WORKING CONCRETE THRUST BLOCKS ARE ALLOWED BY RCWD, THRUST BLOCKS SHALL BE CONSTRUCTED IN MADE A MINIMUM OF THREE WEEKS PRIOR TO SAID SHUTDOWN.C. STATIONING FOR PIPELINE AS SHOWN ON PLAN PORTION OF DRAWINGS IS PERPENDICULAR GALLONS PER MINUTE BE UNITED To NORMAL, WORKING HOURS, AND THAT THE CONTRACTOR SHALL IN A CONFINED AIR SPACE CONTRACTOR SHALL BE RESPONSIBLE FOR "CONFINED AIR G CONTRACTOR SHALL DESIGN47E A QUALIFIED SUPERINTENDENT WITH FULL AUTHORITY TO ACT ON BEHALF OF TO CENTERLINE OF RIGHT-OF-WAY WEST DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS SPACE" ARTICLE 108, TITLE 8, CALIFORNIA ADMINISTRATIVE CODE. W.M. THE CONTRACTOR. SAID SUPERINTENDENT SHALL BE ON THE JOB SITE AT ALL TIMES. o INVERT FROM ANY AND ALL LABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE WORK ORDER OUT ON THE PLANS INSTRUMENT D. STANDARD UTILITY LOCATIONS SHALL BE PER RIVERSIDE COUNTY STANDARD NO. 817 AND WATERLINE 12. WHERE GROUNDWATER IS ENCOUNTERED, ALL VCP PIPE SHALL BE TREATED FORH. X-ING CONTRACTOR SHALL PERFORM ALL WORK UNDER RIVERSIDE COUNTY R04D DEPARTMENT, CITY OF TEMECULA, RCWD STANDARD DRAWING S-23SEPARATION BETWEEN WATER AND SEWER SHALL BE � Q C X#__ ABSORPTION RESISTANCE PER E.M.W.AS SPECIFICATIONS. ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER < OR C17Y OF MURRIETA JURISDICTION IN ACCORDANCE WITH ALL REQUIREMENTS OF SAID DEPARTMENT OR CITY .E CRITERIA FOR THE SEPARATION PER STATE WATER RESOURCES CONTROL BOARD 2894NC -L - CM C INSTALL 6 -x6 -x6' D.I. TEE (RECYCLE) INCLUDING TRAFFIC CONTROL PAVEMENT REMOVAL, TEMPORARY PAVEMENT PLACEMENT PERMANENT PAVEMENT OF WATERk"NS AND NQNPOTABLE PIPELINES (FLG xFLG xFLG) 13. BACKWATER VALVES SHALL BE INSTALLED PER SECTION 710.1 OF THE UNIFORM EXISTING UNDERGROUND UTILITIES ARE AS PER AVAILABLE RECORDS THE ry CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION PLACEMENT (INCLUDING BASE MATERIAL) AND TEMPORARY AND PERMANENT TRAFFIC STRIPING 0�1 < PLUMBING CODE. r-) IN THE FIELD. INSTALL 8" RESILIENT WEDGE GA TE VALVE E THE COORDINATES SHOWN ON THESE PLANS ARE IN THE NOR7h AMERICAN DATUM 1983, C> 0 ry 1- CL 200 (END STYLE PER PLAN) (RECYCLE) I. APPROVAL OF THESE PLANS IS VALID FOR ONE YEAR FROM THE DATE THEY WERE SIGNED BY RCWD STATE PLANE, CALIFORNIA ZONE 6 COORDINATE SYSTEM. "I 14. ALL PIPE ZONE BEDDING & TRENCH BACKFILL ARE TO BE PER STANDARD DRAWING Imo- THE RETAINING WALLS SHOWN ON THIS PLAN ARE FOR REFERENCE ONLY, + 5 LIJ SB -157, SB158, SB -159. U) AND ARE TO BE CONSTRUCTED PER SEPARATE PERMIT 2. PIPELINE AND APPURTENANCES 5. CONSTRUCTION TOLERANCES I IT M, IT111171 M, Rancho California Water District 42135 Winchester Road Temecula, CA 92590 Phone: (951) 296-6900 Fax: (951) 296-6860 DESCRIPTION REVISIONS APPROVED FOR CONSTRUCTION: ENGINEERING APPR, I DATE TE PIPELINES SHALL BE CONSTRUCTED SO THAT ACTUAL FLOW LINE ELEVA71ONS ARE W7HIN 0.1 FOOT OF DESIGN FLOW LINE ELEVATIONS. PIPELINES, WHEN INSTALLED, SHALL HAVE CONTINUOUS UPGRADE OR DOWNGRADE; CORRESPONDING WITH DESIGN SLOPE, WITHOUT ANY HIGH SPOTS PIPELINES SHALL BE CONSTRUCTED SO THAT ACTUAL PIPELINE CENTERUNES ARE WITHIN 0.1 FOOT OF DESIGN PIPELINE CEN7ERLINES. PIPELINE CONSTRUCTION SHALL CONFORM WITH CONSTRUCTION DRAWINGS IN ACCORDANCE WITH THE ABOVE SPECIFIED TOLERANCES. CONTRACTOR SHALL ASSIST DISTRICT AS REQUIRED To CONFIRM COMPLIANCE WITH CONSTRUCTION TOLERANCES CONIR4CT0R SHALL MAKE OR ASSIST IN A44KING ALL NECESSARY MEASUREMENTS AS DETERMINED BY DISTRICT 6. INSPECTION FEE THREE WEEKS PRIOR TO CONSTRUCTION, DEVELOPER/APPLICANT SHALL MAKE A DEPOSIT FOR INSPECTION. INSPECTION DEPOSITS ARE BASED UPON ESTIMATES. 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/DEPOSITS ARE SUBJECT TO CHANGE WITHOUT NOTICE 7. ENGINEERING FIRM PRIOR TO SIGNING OF WATER CONSTRUCTION DR4MNGS BY RCWD, ALL QUESTIONS CONCERNING THIS PROJECT SHALL BE DIRECTED TO PAUL R. LLU-DDLESTON, PRINCIPAL HUNSAKER & ASSOCIATES IRVINE, INC. BASIS OF BEARING BASIS OF BEARINGS FOR THIS MAP IS THE CENTERLINE OF EL CHISMAL ROAD AS N 46045'33" W PER TRACT MAP 29473-1, BOOK J94 OF MAPS AT PAGES 1-9, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA. WATER CERTIFICATION I CERTIFY THAT THE DESIGN OF THE WATER SYSTEM IN TRACT NO. 32627 IS IN ACCORDANCE WITH THE WATER SYSTEM MASTER PLAN OF RANCHO CALIFORNIA WATER DISTRICT AND THAT THE WATER SERVICE, STORAGE AND DISTRIBUTION SYSTEM WILL BE ADEQUATE TO SUPPLY WATER TO SAID PROJECT 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 OR ANY OTHER PURPOSE. L DATE 6WIEF - NGINEEk I NO. 58020 rn 0) V OF CAXVN ABBREVIATIONS 15. WHERE EXISTING GRADE GOES CUT TO FILL USE SHORT JOINTS 2.5 MAX, 10' EACH SIDE 3 x 84nch 0 NOTE: FOR VCP USE FLEX COUPLING FOR PLASTIC PIPE A ALL VALVES, PIPING, AND APPURTENANCES SHALL BE DESIGNED TO MEET OR EXCEED THE SPECIFIED ASPHALT WORK CONTAINED WITH IN THESE PLANS MAXIMUM MINIMUM DESIGN PRESSURE SHOWN ON THE PLAN/PROFILE SHEETS IN ADDITION, ALL VALVES, AIR VACUUM AND AIR SEWER CERTIFICATION SHALL NOT COMMENCE UNTIL AN PIPING, AND APPURTENANCES SHALL BE TESTED AT A PRESSURE OF 10% OVER SAID MINIMUM RELEASE MIN. MINIMUM DESIGN PRESSURE VALVES SHALL BE CAPABLE OF W1774STANDING SAID TEST PRESSURE IN A ASSEMBLY I CERTIFY TWIT THE DESIGN OF THE SEWER SYSTEM IN TRACT NO. 32627 IS IN ACCORDANCE MECHANICAL JOINT CLOSED POS17ION GRADING PERMIT HAS BEEN ISSUED. WITH THE EASTERN MUNICIPAL WATER DISTRICT'S SEWER SYSTEM MASTER PLAN, AND THE B ALL MATERIALS, TESTING, AND INSPEC7101V SHALL BE IN CONFORMITY WITH THE REQUIREMENTS OF The private engineer signing these plans is responsible for - DISTRICT HAS PROGRAMMED ADEQUATE CAPACITY TO TREAT WASTES FROM THE PROPOSED 0 RANCHO CALIFORNIA WATER DISTRICT, RIVERSIDE COUNTY, CITY OF TEMECULA, CITY OF MURRIETA, assuring the accuracy and acceptability of the design hereon, TRACT. 0 AND/OR THE AMERICAN WATER WORKS ASSOCIATION STANDARDS FAILURE TO MEET ANY C) EASTERN MUNICIPAL WATER DISTRICT La REQUIREMENTS OF THE ABOVE REFERENCED ENTITIES WILL BE CAUSE FOR REJECTION a- r - - - qLhko�/ -6;;Z a C. PVC PIPE SMLL BE 6, 8", 12" OR 16' DIAMETER, AIWA C900 DR -14 OR DR -18 EASEMENT CIVIL ENGINEER OF �UBDIVISIO rS DATE (71- STEEL PIPE SIALL BE. 6-, 8", 12" OR 16" DIAMETER, CML&C J" THICK STEEL PROPOSED NOTIFICATIONS D. VALVES 12' AND SMALLER SHALL BE RESILIENT SEATED GATE VALVES UNLESS OTHERWISE SPECIFIED. for approval by C.M.L.&C. CEMENT MORTAR LINED VALVES 16" AND LARGER SHALL BE BUTTERFLY VALVES UNLESS OTHERWISE SPECIFIED. VALVES INCH AT LEAST 48 HOURS PRIOR TO COMMENCING CONSTRUCTION, CONTRACTOR SHALL NOTIFY.• & COATED STEEL PIPE SHALL BE INSTALLED IN ACCORDANCE WITH RCWD STANDARD DRAWING NOS RW -30 AND RW -JI. POLYVINYL CHOLORIDE 1. EASTERN MUNICIPAL WATER DISTRICT E AIR VACUUM AND AIR RELEASE ASSEMBLIES SHALL BE INSTALLED IN ACCORDANCE WITH RCWD REINFORCED CONCRETE FIELD ENGINEERING DEPARTMENT - (951) 928-3777, EXT. 4291 DUCTILE IRON PIPE STANDARD DRAWING NO, RW -9 AND RW -10. PIPE 2. RIVERSIDE COUNTY TRANSPORTA77ON DEPARTMENT F ALL SFJ?14CE CONNEC77ONS SHALL BE I" COPPER SERVICES BY 314" METERS AND 1.5 & 2" RANCHO CALIFORNIA (951) 955-6899 EAST COPPER RECYCLE WATER FOR LANDSCAPE METER AS NOTED ON THE DRAWINGS ALL SERVICES WATER DISTRICT EA. EACH SHALL BE LOCATED AS SHOWN ON THE DRAWINGS AND/OR AS DIRECTED BY RCWD INSPECTOR, TO RESTRAINED MECHANICAL 3. UNDERGROUND SERVICE ALERT (U&4) END CURVE MISS DRIVEWAYS AND OTHER IMPROVEMENTS SERVICE CONNECTIONS SHALL BE INSTALLED IN JOINT (800) 227-2600 or 811 EDGE OF PAVEMENT ACCORDANCE W17H RCWD STANDARD DRAWING NO. RW -13 OR RW -14 ALL COMMERCIAL, _C! E.M.W.D. EASTERN MUNICIPAL INDUSTRIAL, MULTI -FAMILY, LARGE -LOT, OR LANDSCAPE IRRIGATION METERS SMALL BE INSTALLED 'S TO WATER DISTRICT WITH A DISTRICT APPROVED L34CKFLOW DEVICE RW -18. RIGHT OF WAY 4, RANCHO CALIFORNbil WATER DISTRICT EXISTING S SOUTH (951) 296-6900 G FIRE HYDRANTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH STANDARD DRAWING NO. RW -8. SLOPE F.F FINISHED FLOOR UNLESS OTHERWISE SPECIFIED THE PRESSURE CLASS OF THE PIPE SELECTED FOR THE FIRE STORM DRAIN 5. ALL OTHER AFFECTED AGENCIES THAT ARE NOT MEMBERS OF USA. FIRE HYDRANT LATERAL SHALL BE THE SAME AS THE MAIN IT IS CONNECTED TO SEWER FORCE MAIN NOTICE TO CONTRACTOR: H WATER PIPELINE CONSTRUCTION SHALL BE IN ACCORDANCE WITH STANDARD DRAWING NO'S RW -22 STREET FLG FLANGE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE STANDARD AND RW -24 FOR PVC PIPE, AND RW -25, RW -28, RW -29, AND RW -32 THROUGH RW -36 FOR FLANGE WWELDED SIDEWALK RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF GAS/CAS LINE STEEL. PIPE SEWER LINE GAUGE CONSTRUCTION OF THIS PROJECT INCLUDING SAFETY OF ALL PERSONS AND I. THRUST RESTRAINT SHALL BE PROVIDED BY WELDED JOINTS OR MECHANICAL JOINT RESTRAINTS IF GRADE BREAK 7) h %_ PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT GATE VALVE CONCRETE THRUST BLOCKS ARE ALLOWED BY RCWD, THRUST BLOCKS SHALL BE CONSTRUCTED IN VARIABLE Uj GALLONS PER MINUTE BE UNITED To NORMAL, WORKING HOURS, AND THAT THE CONTRACTOR SHALL VITRIFIED CLAY PIPE ACCORDANCE WITH RCWD STANDARD DRAWING NO. RW -26 WITH ALL BEARING AREA SIZES CALLED V) < WEST DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS HORIZONTAL W.M. WATER MAIN o INVERT FROM ANY AND ALL LABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE WORK ORDER OUT ON THE PLANS INSTRUMENT WTR WATERLINE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY INTERSECTION X-ING CROSSING JL � Q C X#__ riI :F17, ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER < I CERTIFY THAT THE DESIGN OF THE WATER SYSTEM IS IN ACCORDANCE WITH THE - CM C INSTALL 6 -x6 -x6' D.I. TEE (RECYCLE) REQUIREMENTS PRESCRIBED BY 7H VERSIDE COUNTY FIRE DEPARTMENT (FLG xFLG xFLG) z EXISTING UNDERGROUND UTILITIES ARE AS PER AVAILABLE RECORDS THE ry CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION Riff -M, 0�1 < • r-) IN THE FIELD. INSTALL 8" RESILIENT WEDGE GA TE VALVE RW -30, C> 0 ry 1- CL 200 (END STYLE PER PLAN) (RECYCLE) z PAUL R.rLESTON JR RCE 58020 DATE "I V) WATER SERWCEASSEMBLY Imo- THE RETAINING WALLS SHOWN ON THIS PLAN ARE FOR REFERENCE ONLY, + 5 LIJ U) AND ARE TO BE CONSTRUCTED PER SEPARATE PERMIT BLOW-OFFASSEMBLY RW -1 INSTALL PAIR VACUUM AND AIR RW -9, TIME LIMITATIONS RELEASEASSEMBLY RW -1 FIRE DEPARTMENT NOTE: SERVICEASSEMBLY 051_8 INSTALL RESTRAINED FLANGE COUPLING z ADAPTER (S12E NOTED ON PLAN) THE TIME LIMIT ON DRAWING(S) APPROVAL SHALL BE SIX(6) MONTHS FROM THE DATE INSTALL 60 CK&C, 114* STEEL PIPELINE RW -2.5 o ALL HYDRANTS SHALL BE CLASSIFIED AS CLASS A -RATED CAPACITY OF 50 ON THE CERTIFICATION IF CONSTRUCTION HAS NOT COMMENCED WITHIN STATED TIME, INSTALL 8"CML&C, 114' STEEL PIPELINE 0 1,000-1,499 GPM (3,785-5,675 VON). ALL BARRELS ARE TO BE CHROME E.M.W.D. REQUIRES DRAWING(S) TO BE REVIEWED BY THE DEVELOPERS/DESIGN ENGINEER 00 r_0 w YELLOW, W17H TOPS AND NOZZLE CAPS PAINTED GREEN. RW -25 AND RE -SUBMITTED TO E.M.W.D. FOR POSSIBLE CHANGES IN MASTER PLANNED SIZING ry ED __j M INSTALL 16"CAX&C, 114" STEEL PIPELINE AND CHANGES IN SPECIFICATIONS AND STANDARDS. I IT M, IT111171 M, Rancho California Water District 42135 Winchester Road Temecula, CA 92590 Phone: (951) 296-6900 Fax: (951) 296-6860 DESCRIPTION REVISIONS APPROVED FOR CONSTRUCTION: ENGINEERING APPR, I DATE TE PIPELINES SHALL BE CONSTRUCTED SO THAT ACTUAL FLOW LINE ELEVA71ONS ARE W7HIN 0.1 FOOT OF DESIGN FLOW LINE ELEVATIONS. PIPELINES, WHEN INSTALLED, SHALL HAVE CONTINUOUS UPGRADE OR DOWNGRADE; CORRESPONDING WITH DESIGN SLOPE, WITHOUT ANY HIGH SPOTS PIPELINES SHALL BE CONSTRUCTED SO THAT ACTUAL PIPELINE CENTERUNES ARE WITHIN 0.1 FOOT OF DESIGN PIPELINE CEN7ERLINES. PIPELINE CONSTRUCTION SHALL CONFORM WITH CONSTRUCTION DRAWINGS IN ACCORDANCE WITH THE ABOVE SPECIFIED TOLERANCES. CONTRACTOR SHALL ASSIST DISTRICT AS REQUIRED To CONFIRM COMPLIANCE WITH CONSTRUCTION TOLERANCES CONIR4CT0R SHALL MAKE OR ASSIST IN A44KING ALL NECESSARY MEASUREMENTS AS DETERMINED BY DISTRICT 6. INSPECTION FEE THREE WEEKS PRIOR TO CONSTRUCTION, DEVELOPER/APPLICANT SHALL MAKE A DEPOSIT FOR INSPECTION. INSPECTION DEPOSITS ARE BASED UPON ESTIMATES. 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/DEPOSITS ARE SUBJECT TO CHANGE WITHOUT NOTICE 7. ENGINEERING FIRM PRIOR TO SIGNING OF WATER CONSTRUCTION DR4MNGS BY RCWD, ALL QUESTIONS CONCERNING THIS PROJECT SHALL BE DIRECTED TO PAUL R. LLU-DDLESTON, PRINCIPAL HUNSAKER & ASSOCIATES IRVINE, INC. BASIS OF BEARING BASIS OF BEARINGS FOR THIS MAP IS THE CENTERLINE OF EL CHISMAL ROAD AS N 46045'33" W PER TRACT MAP 29473-1, BOOK J94 OF MAPS AT PAGES 1-9, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA. WATER CERTIFICATION I CERTIFY THAT THE DESIGN OF THE WATER SYSTEM IN TRACT NO. 32627 IS IN ACCORDANCE WITH THE WATER SYSTEM MASTER PLAN OF RANCHO CALIFORNIA WATER DISTRICT AND THAT THE WATER SERVICE, STORAGE AND DISTRIBUTION SYSTEM WILL BE ADEQUATE TO SUPPLY WATER TO SAID PROJECT 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 OR ANY OTHER PURPOSE. L DATE 6WIEF - NGINEEk I NO. 58020 rn 0) V OF CAXVN ABBREVIATIONS E4 ' 3 x 84nch 0 NOTE: L.F. LINEAR FEET 8 ASPHALT WORK CONTAINED WITH IN THESE PLANS MAXIMUM A.V.&A.R. AIR VACUUM AND AIR M.H. SHALL NOT COMMENCE UNTIL AN T RELEASE MIN. MINIMUM ENCROACHMENT PERMIT AND/OR A ASSEMBLY M.J. MECHANICAL JOINT B.C. GRADING PERMIT HAS BEEN ISSUED. N NORTH B.O. LO The private engineer signing these plans is responsible for - NUMBER BOT. 0 P= assuring the accuracy and acceptability of the design hereon, BUT. 0 ry C) In the event of discrepancies arising after county approval or - La LLj a- < during construction, the private engineer shall be responsible No 18+50.00 EASEMENT CL (71- for determining an acceptable solution or revising the plans PROPOSED C.L. < PSI for approval by C.M.L.&C. CEMENT MORTAR LINED EDGE LANE INCH 20+50.00 I IT M, IT111171 M, Rancho California Water District 42135 Winchester Road Temecula, CA 92590 Phone: (951) 296-6900 Fax: (951) 296-6860 DESCRIPTION REVISIONS APPROVED FOR CONSTRUCTION: ENGINEERING APPR, I DATE TE PIPELINES SHALL BE CONSTRUCTED SO THAT ACTUAL FLOW LINE ELEVA71ONS ARE W7HIN 0.1 FOOT OF DESIGN FLOW LINE ELEVATIONS. PIPELINES, WHEN INSTALLED, SHALL HAVE CONTINUOUS UPGRADE OR DOWNGRADE; CORRESPONDING WITH DESIGN SLOPE, WITHOUT ANY HIGH SPOTS PIPELINES SHALL BE CONSTRUCTED SO THAT ACTUAL PIPELINE CENTERUNES ARE WITHIN 0.1 FOOT OF DESIGN PIPELINE CEN7ERLINES. PIPELINE CONSTRUCTION SHALL CONFORM WITH CONSTRUCTION DRAWINGS IN ACCORDANCE WITH THE ABOVE SPECIFIED TOLERANCES. CONTRACTOR SHALL ASSIST DISTRICT AS REQUIRED To CONFIRM COMPLIANCE WITH CONSTRUCTION TOLERANCES CONIR4CT0R SHALL MAKE OR ASSIST IN A44KING ALL NECESSARY MEASUREMENTS AS DETERMINED BY DISTRICT 6. INSPECTION FEE THREE WEEKS PRIOR TO CONSTRUCTION, DEVELOPER/APPLICANT SHALL MAKE A DEPOSIT FOR INSPECTION. INSPECTION DEPOSITS ARE BASED UPON ESTIMATES. 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/DEPOSITS ARE SUBJECT TO CHANGE WITHOUT NOTICE 7. ENGINEERING FIRM PRIOR TO SIGNING OF WATER CONSTRUCTION DR4MNGS BY RCWD, ALL QUESTIONS CONCERNING THIS PROJECT SHALL BE DIRECTED TO PAUL R. LLU-DDLESTON, PRINCIPAL HUNSAKER & ASSOCIATES IRVINE, INC. BASIS OF BEARING BASIS OF BEARINGS FOR THIS MAP IS THE CENTERLINE OF EL CHISMAL ROAD AS N 46045'33" W PER TRACT MAP 29473-1, BOOK J94 OF MAPS AT PAGES 1-9, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA. WATER CERTIFICATION I CERTIFY THAT THE DESIGN OF THE WATER SYSTEM IN TRACT NO. 32627 IS IN ACCORDANCE WITH THE WATER SYSTEM MASTER PLAN OF RANCHO CALIFORNIA WATER DISTRICT AND THAT THE WATER SERVICE, STORAGE AND DISTRIBUTION SYSTEM WILL BE ADEQUATE TO SUPPLY WATER TO SAID PROJECT 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 OR ANY OTHER PURPOSE. L DATE 6WIEF - NGINEEk I NO. 58020 rn 0) V OF CAXVN ABBREVIATIONS E4 ' 3 x 84nch 0 DIAMETER L.F. LINEAR FEET A.0 ASPHALT MAX. MAXIMUM A.V.&A.R. AIR VACUUM AND AIR M.H. MANHOLE EA. RELEASE MIN. MINIMUM ASSY ASSEMBLY M.J. MECHANICAL JOINT B.C. BEGIN CURVE N NORTH B.O. BLOW OFF NO NUMBER BOT. BOTTOM N.T.S. NOT TO SCALE BUT. BUTTERFLY P.O. PUSH ON 8W BACKWATER VALVE P,U.E, PUBLIC UTILITY C&G CURB AND GUTTER 18+50.00 EASEMENT C.D.F. CONTROLLED DENSITY FILL PROP PROPOSED C.L. CENTER LINE PSI POUNDS PER SQUARE C.M.L.&C. CEMENT MORTAR LINED EDGE LANE INCH 20+50.00 & COATED STEEL PIPE P.V.C. POLYVINYL CHOLORIDE CONST. CONSTRUCT R.C.P. REINFORCED CONCRETE D.L DUCTILE IRON PIPE 18+50.00 PIPE DWG DRAWING RCWD RANCHO CALIFORNIA E EAST 10 WATER DISTRICT EA. EACH R.J. RESTRAINED MECHANICAL E.C. END CURVE MIDDLE GATE COURT JOINT E/P EDGE OF PAVEMENT R.O.W. RIGHT OF WAY E.M.W.D. EASTERN MUNICIPAL RWT RECLAIMED WATER TO WATER DISTRICT R/W RIGHT OF WAY EX. EXISTING S SOUTH EXIST EXISTING S= SLOPE F.F FINISHED FLOOR S.D. STORM DRAIN F.H. FIRE HYDRANT SFM SEWER FORCE MAIN FL FLOWLINE ST STREET FLG FLANGE STD STANDARD F FLANGE S/W SIDEWALK G GAS/CAS LINE SWR SEWER LINE GAUGE TEMP. TEMPORARY G.B. GRADE BREAK T.O.R. TOP OF RIM G.V. GATE VALVE VAR. VARIABLE G.P.M. GALLONS PER MINUTE VCP VITRIFIED CLAY PIPE H.D. HIGH DEFLECTION W WEST HORIZ. HORIZONTAL W.M. WATER MAIN INV. INVERT W.O. WORK ORDER INST INSTRUMENT WTR WATERLINE INT. INTERSECTION X-ING CROSSING 19 EA. 2-W inch 2-18 inch EA. 5-16 inch I I EA. I EA. 5 EA. 3 EA, 2 x 6 -inch E4 ' 3 x 84nch E4. I x 16 -inch EA. I x 6 -inch EA. 2 x 8 -inch EA. 6 x 6 -inch EA. 2 x 8 -Inch E4. 4 x 12 -inch I EA. a H T. N0. DESCRIPTION EA. 70500 -inch I L.F. 51 x16 -inch 1 TITLE SHEET 1- 16 -inch EA. 3 - 6 -inch 2 INDEX SHEET EA (DESIGN PRESSURE= 175 PSI) 3 TALLHOUSE ROAD STA. 9+88.76 TO STA. 12+38.94 RW -30, RITTENHOUSE COURT STA. 9+61.18 TO STA. 12+00.40 4 ALTREE COURT STA. 9+53.68 TO STA. 18+50.00 5 ALTREE COURT STA. 18+50.00 TO STA. 27+97.85 6 EDGE LANE STA. 9+88.85 TO STA. 20+50.00 7 EDGE LANE STA. 20+50.00 TO STA. 23+95.26 8 BASSETT STREET STA. 9+94.00 TO STA. 18+50.00 9 BASSETT STREET STA. 18+50.00 To STA. 25+62.72 10 FLOOD STREET STA. 9+89.00 TO STA. 17+67.07 11 MIDDLE GATE COURT STA. 9+94.00 TO STA. 13+22.54 18 MONTE VERDE ROAD STA. 41+84.88 TO STA. 46+00.00 12 MONTE VERDE ROAD STA. 46+00.00 TO STA. 54+56.27 13 BAYSTONE STREET STA. 11+14.61 TO STA. 17+07.09 14 EL CHIMISAL ROAD STA. 22+65.73 TO STA. 30+04.96 15 ANZA ROAD STA. 51+86.82 TO STA. 58+93.40 16 WATER PIPE DETAILS U22 RELEASEASSEA48LY RIN-1 District COUNTY OF RIVERSIDE FIRE DEPARTMENT APPROVED BY THE RIVERSIDE COUNTY FIRE DEPARTMENT * NOTICE TO BIDDERS (FOR SEWER ONLY-EMWD DEVELOPER UNDERSTANDS THAT A SET OF SPECIACATIONS FOR THIS PROJECT MUST BE REVIEWED AND APPROVED BY E.M.W.D. PRIOR TO BIDDING THE PROJECT. THESE SPECIFICATIONS SHALL BE MADE PART OF THE BIDDING DOCUMENTS. BIDDERS NEED TO USE BOTH DOCUMENTS (PLANS AND SPECIFICATIONS) WHEN BIDDING THIS PROJECT. 1 X 6 -inch EA I x 12-inchl EA. � no ".-F, 9 L.F. EA. 70500 -inch I L.F. 51 x16 -inch EA. L.F. 1- 16 -inch EA. 3 - 6 -inch EA. 8 EA 4,855 L.F. 1,070 L.F. I E4. 2 EA. 8 E4. 3 E4. 4 EA. 10 E4. 4 EA. 3 EA. 3-8 inch 1 3-16 inchEA. 10 L.F. 110 L.F. 64_4 20 L.F. F)IGINFER MANAGER/ DATEBY: DATE: 7 -SEWER ONLY)- SPEC. #1302S -D 7 (EMWD SPECIFICATION 265 L.F. /Z 4V42- - CYCLED RCWD 1481 PRESSURE ZONE RE 9 POTABLE RCWD 1485 PRESSURE ZONE 3 EA. & INSPECTION DATE OPERATIONS MAINTENANCE DATE 4" BENCHMARK: SEWER APPROVED BY: HUNSAKER & ASSOCIATES FD. STD, U.S.G.S. BR. DISK SET IN THE TOP OF A CONC. I R V I N E I N C MONUMENT STAMPED 1955, 5.1 M!, N. ALONG A PAVED ROAD EASTERN MUNICIPAL WATER DISTRICT FROM THE MISSION SAN ANTONIO DE PALA, AT PALO, 6.1 MI. INLAND EMPIRE REGION S. Of TEMECULA, AT THE SAN DIEGO -RIVERSIDE COUNTY -�LIZ 0 /1 ?L 2900 ADAMS STREET SUITE A-15 LINE, IN SAN DIEGO CO., 14' S. OF THE CO, LINE SIGN, RIVERSIDE CA 92504 �951)352-7200 29.5' W. OF THE CL OF THE ROAD, 17.5' S. OF THE CIL OF CIVIL ENGINEER OF SUBDIVISIONS DATE PLANNING • ENGINEERING SURVEYING - GOVERNMENT RELATIONS A TRACT ROAD LEADING NW, 1.2' W. OF A FENCE LINE, 1.7' INITIAL DATE N. OF A WITNESS POST, ABOUT 4 1/5 FEET HIGHER THAN PREPARE THE ROAD AND SET IN THE TOP OF A CONC. POST PROJECT ENGINEER /�D R.C.E. NO. 58020 PROJECTING UP ABOUT 6 INCHES. APPROVALS ELEVATION BASED UPON THE NGVD 29 DATUM U.S.G.S. BM. Ile NO. W897, ELEV.=1255.358. TO OBTAIN NAV88 ELEVATION, PA I)t R. HUDDLESTON, JR. �[ I _t I I ADD 2.293 FEET, ELEV.-1257.651 I coNmucTr coPPER WATER SERVICEASSEMBI Yj RW-1,RW-14 COUNTY OF RIVERSIDE I.P. NO. 070091 111 CFD 2013-64 I.P. NO.' TRACT No. 32627 SEWER, WATER, & RECLAIMED WATER IMPROVEMENT PLAN TITLE SHEET S.A. INSTALL 16' C-900 DR14 PVC P1PELtNE RW -22 C.O. I (DESIGN PRESSURE=1 75 PSI; SHEET I OF 16 INSTALL 12"C-00 DR14 PVC PIPELINE RW -22 I D 1-54405,9 (DES" PRESSURE=175 PSI) INSTALL 8'C-900 DR 14 PVC PIPELINE' RW -22 (DESIGN PRESSURE= 175 PSI) INSTALL 8- RESILIENT VVEDGE GATE VALVE R", CLASS *0 (END STYLE PER PLAN) RW -31 INSTALL 12" RESILIENT WEDGE GATE VALVE RW -30, CLASS 150 (END STYLE PER PLAN) RW -31 INSTALL BUTTERFLY VALVE CLASS 250 RWV, (SIZE PER PLAN) (END STYLE PER PLAN) RW -31 CONSTRUCT 6'RESIDENIZAL FIRE RW -8, HYDRANTASSEMBLY RW -I INSTALL I'AIR VACUUM AND AIR RW -9, FP RELEASEASSEMBLY RW -1 CONSTRUCT I'COPPER WATER RW --13, SERWCEASSEMBLY RW- I L INSTALL 8W"X8'D1 TEE (FLGxFLGxFLG) INSTALL 12W2"Xf2"D.L TEE (FLG x FLG x FL G) 11 12 INSTALL 12"2'X8'D.L TEE (FLG x FLG x FLG) Eli INSTALL 165(1ft12"D.L TEE (FLG x FLG x FLG) _r I X INSTALL 12"D1 CROSSI; T (FLG xFLG xFLG xFLG) INSTALL 12"x8'D.J. REDUCER 15 (END STYLE PER PLAN) INSTALL REDUCED PRESSURE PRINCIPAL RW- 18 18 BACKFLOW PREVENTION ASSEMBLY LM I - r '1� L INSTALL 36"x36x8"x8"CROSS (FL&FL GwFLGxr-LG) PER A WWA C,208 & AIWA M1 I RW -28 T A_ INSTALL 11 114 - D.I. ELBOW (SIZE PER PLAN) FEND STYLE PER PLAN) 18 37 INSTALL 22.5' D.I. ELBOW (SIZE PER PLAN) (END STYLE PER PLAN) 1938 INSTALL 46' DJ ELBOW (SIZE PER PLAN) (END STYLE PER PLAN) INSTALL 90' D.I. ELBOW (Siff PER PLAN) (END STYLE PER PLAN) INSTALL ?AIR VACUUM AND AIR RW -10, U22 RELEASEASSEA48LY RIN-1 INSTALL WATER PIPELINE" RW -24A RW -8, END HYDRANT RW -1 INSTALL STEEL CASING FOR PVC PIPE RW 23 24 (SIZE NOTED ON PLAN) INSTALL HIGH DEFLECTION COUPLING (SLI -E PER PLAN) INSTALL 4"0 GUARD POST RW -1A INSTALL 6' PVC C900 DR18 (FOR DESIGN RW -22 PRESSURE -150 PSI) PVC PIPELINE(RECYCLE) INSTALL 8' PVC PIPELINE C900 DR14 (DESIGN RW -22 31 PRESSUR& 175 PSI) (RECYCLE) JL INSTALL 8 -x8 -x6' D. L TEE (RECYCLE) riI :F17, (FLG x FLG x FLG) INSTALL 6 -x6 -x6' D.I. TEE (RECYCLE) (FLG xFLG xFLG) INSTALL 6" RESILIENT WEDGE GATE VALVE Riff -M, CL 150 (END STYLE PER PLAN) (RECYCLE) RW -31 INSTALL 8" RESILIENT WEDGE GA TE VALVE RW -30, CL 200 (END STYLE PER PLAN) (RECYCLE) RW,31 CONSIRWT2' COPPER RECYCLED RW --14, RW -1, 39 WATER SERWCEASSEMBLY 06-8 CONSTRUCT 6'UNDERGROUND RW -4, BLOW-OFFASSEMBLY RW -1 INSTALL PAIR VACUUM AND AIR RW -9, RELEASEASSEMBLY RW -1 INSTALL I'COPPER RECYCLED WATER RW -13, RW -1, SERVICEASSEMBLY 051_8 INSTALL RESTRAINED FLANGE COUPLING ADAPTER (S12E NOTED ON PLAN) INSTALL 60 CK&C, 114* STEEL PIPELINE RW -2.5 50 (DESIGN PRESSURE -200 PSI) INSTALL 8"CML&C, 114' STEEL PIPELINE RW -25 51 (DESIGN PRESSURE �-M PSI) INSTALL 12-CML&C, 114- STEEL PIPELINE RW -25 (DESIGN PRESSURE=200 PSI) INSTALL 16"CAX&C, 114" STEEL PIPELINE RW -25 I (DESIGN PRESSURE=200 PSI) coNmucTr coPPER WATER SERVICEASSEMBI Yj RW-1,RW-14 COUNTY OF RIVERSIDE I.P. NO. 070091 111 CFD 2013-64 I.P. NO.' TRACT No. 32627 SEWER, WATER, & RECLAIMED WATER IMPROVEMENT PLAN TITLE SHEET S.A. 1 19 W.O. 13-319 C.O. I B_ 10 COORD. 2ZB - 30 SHEET I OF 16 I D 1-54405,9 RCWD E 1742 PROP. M.H. Pl Jt1J�� 1 PROP. EMIND irk l�l`J,i f'�- )3S PROP. EMWD �PROP. EMIND , � PROP. EMWD ` - ,--------- RIVERS!, �r r OE - �r i� 0-14-7269-039 ' �s t, o MORENO vaLLLY lel I�7 irJ X35 1 12" SEWER I PROP. M.H. SEWER LEGEND: � EWER PROP. M.H_ 12" SEWER�, Ti�AGT-BIIUNDARY --- - PROP. M.H. 10" SEWER i1 - _._._ SAN daclurcTEauuu r- -: .. _ W. 1. D-5 .07 . .. 3 - ER D-53070 PROP. M.H. `- j 2. PER D 5307 1 F H T 4 -- - - - EXISTING OR PROPOSED SEWER LINE (BY OTHERS) - -?- - ® Y - - - - 5 -- PERRis SEWER LINE -- - _ �SINORE HEFIET � � Ex. -, / _�Eit. _ .. j _... .. .. Ex .� _ - -- - - SEWER LINE WITH LATERALS EX. P.V.C.P.V.C,i F.H. F.H. -- .- > .,. .,r-� :� --. _--�------__________- ., > 5 A.Y..R. � LTi i.� W.M. PER I A.V�&A.R: :.' F.H. / F.H. F.H. F H. _ MURRILT o SEWER MANHOLE EX. F.H. TO BE ;€ B ° A v.BcA R.. 36" a o ITE TR. 31597 1y/ TEEaEcul,e B CLEANOUT ELOCATED F.H. M.H. 111 110 ,' CML&C KOUT MAIN LINE - 16" P.V.C. W.M. C_g F.H.ti r g ( } SB -52 52 W.M. C-905 116 f 12 MCNTE VERDE ROAD ¢�v.&A R 1 i ! Nps PAAR Bw BACKWATER VALVE , f - - EXISTING SEWER LINE WITH NEW TAPPING LATERAL' `- S R , F- p ;1 M.H.%FH ` � �`�0 �vr EMD IMELEMEON9 EACILTTT M �i 12" ..P.V.0 ' ,� 1 f 1 1 2 / PIP. EMIND - i� s gsi Cy ONTE`J ` V.M. C-900 r`/ f / /' 1. ANZA REGIONAL SEWER IMPROVEMENT -CFD 2013-64, 10" VCP SEWER ANS ROAD OFFSITE CONSTRUCTION PHASE I FOR TRACTS 31597 AND F.H PERS D-53072 �,, f - 32627 PER D-50707 THRU D-50713 AND SPECIFICATION , I PROP. M_H. o No. 1251S -D (CO 68941). 1 1 6 2. ANZA REGIONAL SEWER IMPROVEMENT -CFD 2013-64, 1 O BW �`{ A OFFSITE CONSTRUCTION PHASE II FOR TRACTS 29473>s ER 14 PROP. EMWD ,� ►"` 29473-1, 31597 AND 32627, PER D-53068 THRU , I BW r 10» VC! SEWER t .W. 5 D-53072 AND SPECIFICATION NO. 12525-D W.O. 13-380'6-' 7 �. }• V �s 3. DEMOLITION OF EL CHIMISAL ROAD SEWER LIFT STATION i 9 , PER D-53072 A 7�i {� I r� �-• AM: J�1 %f� /� �` `_-_�•7r] r,. r �5 rr ' f r!] ) 1 17 y1S �e J-oAj A"I i; J ( GJJ ? W rAPN, 9 , ��C� p� MAP �p PER D-46037 & D-46038 (WO 13168). r / , 1 1 Y I I ITY >f"l9- NO SCAM F.H. , S r IT P.V.C. 119 7 T3S A'26t/ 22 V APPUQ Tl N W.M.C-goo l PROP. M.H. _ I EMW!CT�WATV U A : S £R ' r � I 120 ,M.H.7 EMWDFR EMWD 1 x5 f; ,' ' - . BACKWATER VALVE REQUIRED ON LOT NUMBERS: � �� ; ,� ' PROP , -} = Fire Hydrant 61 - 10» VCP SEWER Et 11 i 1, 5 6, 7, 8, 9 ., 10 12 16 17 22 23 34 35 36 rc R M.H. _ PER D-53072 ': !S 46, 47, 48, 49, 50, 51, 52, 53, 58, 62, 64, 66, 67, TRACT � �d� 31 � - � \ --I- Figure 1 71, 72, 73, 76, 77, 79, 80, 82, 83, 84, 86, 87, 93, ;`=' KA H. BOUNDARY Two Lane streets 94, 96, 97, 98, 99, 100, 102, 104, 106, 107, 108, l 1D9,113&114 `, ;' 78 \'r 6 TRACT " /1 M j �.�� M.H. 59 f BOUNDARY._ / 62 30 M 15 , hT / TRACT �' 58 56 1 �1 l Y s•% /-BOUNDARY 57' G: ff g�g RESIDENTIAL LOTS =115 F.H. F.H. __ I A.V.&A.R. J`�> ' };., s W ___ � OPEN SPACE LOTS =9 i 79 y "` `'� F.H. '` M.H. 33 ,.Al qr 12 , UW77 !� ' G i� " y D M. s �; _ . _� �� ;l ,PROP. M.H. £# TOTAL LOTS =124 W - F.H. 8 An Intersection Figure 80 ;, M.H. 68 64 J 29 F.FI. s PROP. EMWD F . , . 81 BW 't 69 v,&A R. BW + ,� f MWD BW AV.BcA R , 't +-: 8» vCP SEWER 12" P.v.C. rs 76 F.H. 118 :` ,'. 51 55, PER D-53072_ -•i 6 _ W.M.C-900 ;.' - 82 sw 52 s° \� - Bw M.H. 3 };7 t 7J Bw M.H.20 65 F H r Bw 53 54 _ 4. r� 70 L a 49 � ' r. M.H. 6"P.Y RWT. ` _ - Er P.V.C. I << H. 28 3 ,s >>.. 83 A.VAkR-- 4 W. C-900 C-900 BW Mils, _ 89 8" N.C. � � A.V. 88 87 BW W.M. 90.E _ 74 jr'` Ii l e� _ - - 66 � � F.H 8 6 8 4 Q BW t I , 4lit BW BW 85 BW`� ,. f .:a M.H. 73 � 7111",,�,, ,: 6pP.v.C. RWT. c� I( ,; �i I- €! 47 46 45 44 M.H.43 TYPICAL HYDRANT 'EE P.Y.c. n 3 Bw 72 (w IW.M. c 900 48 _ M. C -90o A v.&A R.' ' F.H S gw I s P.Y.C. Bw ., _-... F.H. f.. M.H. LANE A.Y.BrA.R. ; t MARKER LOCATION �„ - _ aY.&A.. �. _ a M.H.15 H F. _:. Bw 12 P.V.c. EMWD - - ?fi: k.. tits:'::.. �,._.. � -_..- -1 ti: �'__ _ _ _. ____ _ - i3 11 wW .: 9 8 W . C-900 - - - : . RlW ,.-, �.FY1 '"fid;.=., � "�' R � �� ?�` _ v ;{ v M.H. M.H. 2 S R .. SOUTH SIDE OR WEST SIDE' NORTH SIDE OR EAST SIDE90 `:� 1 ' i A.v.&A.R. w ¢; 97 100 12� P.Y.C. { F.H. F.H, F.H.' P.vC. F.H. 41 ��, ,_. Ex. 36" I; ; BW F.H. F,H. A.V.&A.R. - IIYW.M. C- 00 CMLdcC _- 10' Tri. 10' TYP.� 91 92 93 94 96N.M. C-900 IM,H.27 /1 ,1 - 1 95 BW 1 01 � F•H 1 �M p E/L.1 P,Yata♦ U ` I 7' 1' 12' ' I / Bw BW Ef 3 , :I tF i' lI I,: 0 P.Y.tr. 8" P.v.C. 02 103 104 105 106 107 108 109 + W.M. C-9 - 37 38 39 40 INA. 1' TYP. i' TYP. M. C-900 I; FF ' �I 34 35 36 OFFSITE IMPS. /l Bw �w Bw Bw BW Bw E I FOR TR. 32627 t 12" P..C. I : � BW BW i3W 6" P.V. RWT. / € r W.M. C 900t i 290 2% I F.H. 1 _L__. _ - M. C -900r , AV.&A.�® _ -- -- A.V.&A.R. UTILITY _ UTILITY _ ,.- ..ef: , ... ._... +.•_ _.L r.. r.,,..i ,>.. .._ f,.. .. :-,5'J v '4_.••t'�ka' .,...9'Y,.. .,. ,. i p/� p d .:e. , _ .a _.-i ..- .. _.<- ., [. .. .,.., 5... .....wr:-*•-a:+. s. .....c...a,,.... ��,^+ �+ C&U C&G Y3 : .: w _:u ... s.,:s t:.env" r ,a v_ g;r CFs R{lvirl� i7Aa7 �� TRENCH -� � _. .. _ ._....... ...,. __-._- ......,....,....._._._-_.._.__-__.,.,__.... .. ... ._ .. -. 1'"' _.a-__- _.._..-..v -..�. 'e" - _-.,_-_ ____-_ ._.__-�_ .-..._.._... .... .__.,.._....._......-,._ ..._ _ _ _--.�_ �-- TRACT TRACT _ `B.O. _ BOUNDARY ANZA ROAD �.__777_= PHONE 6, 6, o PHONE -- BOUNDARY H. AN ROAD o /TV /TV _ 26 - _ - - - - - - -- t '. OWER _ m - _ - - - - ANZA READ R:C.% .r, POWER - ,- , , , ,_ - - / r- ,. . -. i� f" r i x r 1. �, r r� �,. ir'»... ...._ :r. ._,-u.S..,, w�"" _.. ..- Mz.+c^--.'+.�,>�•=Y_, _'".<'- t i ] n_ I Q t ! r r_ / r WATER I ` y � /I � � } � �` ) � d , � x,} � ( � :- I �_ w,,. - .-..,. 1, L;: w•? �","'T`q-,,.. ::. 'x;R: ,r c.�, s: r1I-� �, J J % { r�� . / f �' I f rl f� , r t' , 1 rlI .I,1 / C : rf �f { ., �� :.<;::=e^`n ,? . _ a 7.t:'.-',:'•: .:n'.s ;,._. - :......,.- ._ "�'-,` ___ ... _. �.< t �J J�� 1 J�� J��J � �jl �J �I . �� 9 J�� rL ,`� � ,� _�,x, U c� MAIN R.C.W.t'3 I e x �,� , ca STORM O RECYCLED ' / i \° P.Y.C. RK. ip [ F H( W M C-900 124 Ex F H' a NOO DESCRIPTION 4 »TRAIN SEWS, WATER MAIN MAIN NIT QTY, w .E TYPICAL SECTION i < { PER COUNTY OF RIVERSIDE STC. NO 817 MIN. 1 N.T,S 6 48✓ g LA ¢ 662 / R CONSTRUCT 48" MANHOLE (SB -53) 3 CONSTRUCT 48" MANHOLE W/SAUEREISEN COATING (SB -53) ,Z1 3 4 / EA. EA. EA., EA. / / n . ESTIMATE F QUANTITIES TRACT 32627 O NOO DESCRIPTION Gide NIT QTY, R1W 5` MIN. 101MAX & .E zillt W,O /9-//3 < MIN. 1 CONSTRUCT 8" SEWER MAIN 6 48✓ g xj 662 / 2 CONSTRUCT 48" MANHOLE (SB -53) 3 CONSTRUCT 48" MANHOLE W/SAUEREISEN COATING (SB -53) ,Z1 3 4 / EA. EA. EA., EA. / / n . 5 CONSTRUCT 48" TERMINUS MANHOLE W/SAUEREISEN COATING (SB -58) 6 � 7 < WATER 4Y - O _ WATER LATERAL J INSTALL SEWER LATERAL (SB -177) _ _..._� REMOVE TEMP. PLUG & JOIN Li.l ! 45 EA. EA. / 6 10 INSTALL BACKWATER VALVE sEW ESTIMATE F QUANTITIES TRACT 32627 O NOO DESCRIPTION Gide NIT QTY, SEWER hfC®.1.4 3/9 W,O /9-//3 1 CONSTRUCT 8" SEWER MAIN 6 48✓ g L.F. EA. 662 / 2 CONSTRUCT 48" MANHOLE (SB -53) 3 CONSTRUCT 48" MANHOLE W/SAUEREISEN COATING (SB -53) ,Z1 3 4 / EA. EA. EA., EA. / / 4 CONSTRUCT 48" TERMINUS MANHOLE (SB -58) 5 CONSTRUCT 48" TERMINUS MANHOLE W/SAUEREISEN COATING (SB -58) 6 CONSTRUCT 48" MANHOLE W/ 15' DEPTH OR OVER (SB -53) 7 CONSTRUCT 48" MANHOLE W/ SAUEREISEN COATING &_W/._15' DEPTH OR OVER (SB -53) 2 3s 358 EA. O 8 INSTALL SEWER LATERAL (SB -177) _ _..._� REMOVE TEMP. PLUG & JOIN 9 ! 45 EA. EA. / 6 10 INSTALL BACKWATER VALVE 1 c`1,O 1 M.H. 25 i; ` B°' SHEET LEGEND +� Bw �i I 12" P.vC ,,�t; 4I B.O. W.M. C-900 A �, M.H.36 INDICATES SEWER & WATER SHEET NUMBER I W.M. C-900 33 32 31 30 7..9 28 27 „ 11 z I, p 2 6 A.V.&A R ? ' ELOOD STREET 2 S t! M.H, M 34 24 R - tEWER 35 1'. H. S gal 2 - - A.V. R: N; -, - • BW {✓Z .. �'t� :.may FH t , M.H.MSH. lam✓ F.H. �j i Fs" �a,� "' 1 4 H. 12" P..C. A V.&A F H. F,H. 12" P.V.C. F.H. I 22 5 122 ay.&A R. _ l ' °; 123 I W.M. C 900 W.M. { 900 F Y` 10 F.H 8" P.V.C. t II TRACT cf1 �� 4 - - - a ,, 17 IN C-900 BPUNDARY BW �a BW �.. c9 -.l �` Ip eW 18 19 20 21 ` � Ir P.V.C. a ,.� \ ":56.P V W.M. C-900 ti9 ., W.M. c-900 I'I ",,'° M.H.40 t i. ' P.V.C. m a 13w 1 ® ew 16 C2, 2 � W.M C 900 l.. 122 8 S �_� EMWD v T LOT -SEWER LATERAL CFD �, f P.V. C �/ �^!� /� i/�_ ,�.y(r yip ro . i T�'•4// l O 1� A lI A,Y-W1.R: r- '� '23 LSI t� W.M. C-900 `� F. }. f BW ` gW GY ' N.T.S. NON CFD W -0.19 -iia' M H 21 � � � � � 712 � �W. 0 f O ^` ;11 / B.OI �`�� M.Fi. 23 g1 y 1 5 LIJ'�Z� _ Rancho California Water District t A v°&A R m [ g `' M,H.41 24 f M.H.38 -' ) WaterAPPROVED FOR CONSTRUCTION: -� 122 F.H. 4 Bw 13 \ . H. ; ' CJ I - --F vn c I4 R 6 A.v.&A.R,Ralich(- �' •�T GRAPHIC SCALE 100 0 50 100 200 EN EER MANAGER LAE < }� , S Rancho California Water District FH Y� M.H. 39 > � APPROVALS: _ - _ Bw 42135 Winchester Road t�,� 4.t� 5 14 122.. 4 a - l now 5 w Temecula, CA 92590 M JG 0717 �t7 !'j (INFEST) A.V.&A R. 8V� Of all 1 ! Phone: (951) 296-6900 Fax: (951) 296-6860 ENGINEERING DATE CONTRACTS & INSPECTION DATE OPERATIONS & MAIN NANG17 DATE SCALE., 1"= 100` EMWD SSC (TION -SEAR ONLY)- SPEC. T Si`D SEAL -ENGINEER BENCHMARK: SEWER APPROVED BY: I.D. U8 NOTE: H U N S A KE R & ASSOCIATES FD, STD. U.S.G.S. BR. DISK SET IN THE TCP OF A CONC. �� WORK CONTAINED WITHIN THESE PLANS �\ + R V I N E I N c MONUMENT STAMPED 1955, 5.1 Ml. N. ALONG A PAVED ROAD EASTERN � NI } T p DIj ®(((/^a�A: 34 Q �r4ROFE3S(�\� d FROM THE A415SION SAN ANTONIO DE I'ALA T A 6.1 I 4�I�ITAL WATER E DISTi"1it�� I.P.T3N�, ��'�. � � GED ��': T.P. ��, ��'�� m SHALL NOT COMMENCE UNTIL AN �4� rgl�i€ A INLAND EMPIRE REGION S, OF TEMECULA, AT THE SAN DIEGO -RIVERSIDE COUNTY M TRACT No. 32627 w.0.�� A80VE' ENCROACHMENT PERMIT AND/OR A f �� 2900 ADAMS STREET, SUITE A-15 UNE, IN SAN DIEGO CO., 14 S. Or THE CO. LINE SIGN, `E GRADING PERMIT HAS BEEN ISSUED. ` a z f RIVERSIDE CA 92504 {951)352-7200 29.5' W. OF THE CL OF THE ROAD, 17.5' S. OF THE CL OF CIVIL ENGINEER Of UBDIVISIONS DATE SEWER, WATER, $t RECLAIMED WATER C•Ei` `. • / w NO. 58020 PLANNING ® ENGINEERING ® SURVEYING . GOVERNMENT RELATIONS A TRACT ROAD LEADING NW, 1.2' W. OF A FENCE LINE, 1 .7' -.. COORD. 2B-30 j t The private engineer signing these plans is responsible for ��Al N. OF A WITNESS POST, ABOUT 4 1/5 FEET HIGHER THAN INITIAL DATE IMPRtWEMENT PLAN U assuring he a accuracy 9n a p • lI sT -� s: a # cc c a d acceptability of the design hereon.. Yj THE ROAD AND SET IN THE TOP OF A CONC. POST SHEET OF16 C7 1- � y � i alk to 1.11,f1r5 OFc,-polJoN-CF.�; A' �.�ri11 4TEOF u�Nrrrt� � q � I v I ��' PREPARE R.C.E. NC. 58020 PROJECT ENGINEER *aq �D �/i In the event of discrepancies arising after county approval or Q f��a ✓?Z I � TF Fp�f,! _ .__. PROJECTING UP ABOUT 6 INCHES. Q ry CLduring construction, the nvate engineer shall be responsible No DESCRIPTION APPR. DATE ��\\OF GAV\ ELEVATION BASED UPON THE NGVD 29 DATUM U.S.G.S. BM. ° `PP OVAL INDEX DETAIL SHEET b r � for determining an acceptable solution or revising the plans -_ NO. W897, ELEV.='1255,358. TO OBTAIN NAV88 ELEVATION, for approval by REVISIONS P R. HUD LESTON, JR. ADD 2.293 FEET, ELEV.=1257.651 Dom' 54000 / _ rA m RC 1742 10 SEE SNEET 4 ALTREE COURT _ 5685 7 - 18 18 P=1326.1 10+06.01 TALLHOUSE ROAD =12+90.03 ALTREE COURT rL M.H. No. 2 l C 10+00.00 TALLHOUSE ROAD t" i =12+84.06 q ALTREE COURT € o C.L. INT. � 4 N 2,112,5 3.68 4 9+88.45 TALLHOUSE ROAD (CN 0 E 6,31 ,841.06 =12+65.47 ALTREE COURT r 4 INSTALL 8"x8"x8" TEE, ! � 3-8 RSGV (FxRJ){E,S,W) _ N Ld 86 i.: P=1329.3 10+02.69 " v 8 WTR. X-ING 8 SWR. < BOT. WTR. 1320.07 TOP SWR. 1315.74 iE C&G 71_ - 10+41.76 INSTALL 8 R/W & A.R. N 2,112,380.29 11 +61.98 J c0 w Of 7 E 6,310,938.78 2t END MAIN a I �Y z mow¢ _ 94 W-im a -f =1329.9 of ;D =_M, +tiJ RCWD POTABLE W.M.) I 8" PVC C900 DR18 7 18' W/T 3 3 1 9 Rancho California Water District 42135 Winchester Road Temecula, CA 92590 Phone: (951) 296-6900 Fax: (951) 296-6860 Q _# 38 18'12 1 jf d 12+38.94 0 TALLHOUSE 39+84.98 q ANZA ROAD -- C.L. INT. I "r\Pj\l; 911J260-060 v�. C, I s� IZ M I Q I ANZA ROAD PER M.S. 4153 IMPROVEMENTS E 10+00.00 TERMINUS H. No. 20 SAUEREISEN COATED �8 9+73.18 INSTALL 1" A.V. & A.R. 9+75.25 9+71.18 END T MAIN 68 P=129&7 j :1 im 8" SEWER 6' NA mom 11 12 SEE SHEET 6 EDGE LANE 11 PARK SITE 56 10 18 18 11+77.40 -7 Al 7 SWR X-11'G RWT I 80T, RWT. 1285.75 TOP SWR. 1283.58 0 (__S/W t - N 34'40'55" W^ 1 ��`� 11+44.90 INSTALL / �,`J111 € 9+61.18 INSTALL j �` 7 6" F.H. PER RW -8 rl iE 1 �- 7 23 6" F.H. PER RW -8 �P� ��}� �► R/W O1 -BLUE REFLECTIVE 7 .L 1 -BLUE REFLECTIVE ��' ` %K PAVEMENT MARKER I i PAVEMENT MARKER ^� 1 11 +77.40 X C,x h 8" WTR. X-ING 6" RWT. EDGE LANE 17 `ti 9 �X' P=1299.8 BOT. WTR. 1288.24 SEE SHEET 6 69 f TOP RWT. 1287.19 FE= 12983 (9 70 N 2,113,111.45 (RCWD POTABLE W.M.) P-129842 E 6,311,379.49 PVC C900 DR18 3� 11' S/ck �;l k lk 14 0 0 liwl 6 ; Rancho California Water District APPROVED FOR CONSTRUCTION: POTABLE WATER DATA TABLE SEWER D® A ❑ BEARINGIDELTA RADIUS LENGTH TANGENT PROFILE SCALES N 34040'55" W - 183.40' - N 45°5555" W HORIZ.: 1" = 40' - 8"0 PVC C-900 DR 18 G VERT.: 1" = 41 . q 8"O PVC C-900 DR18 O N 34-16'19" W - 173.53' NOTE: INSTALL 8" PVC C900 DR18(FOR DESIGN PRESSURE= 150 PSI) PVC PIPELINE PER STD. DWG. RW -22 0 WORK CONTAINED WITHIN THESE PLANS 4 INSTALL 8" RESILIENT GATE VALVE -CLASS 200 I- SHALL NOT COMMENCE UNTIL AN 5i�--- INSTALL 12" RESILIENT GATE VALVE -CLASS 150 11+83.40 RITTENHOUSE COURT ENCROACHMENT PERMIT AND/OR A (END STYLE PER CALLOUTS)STD. DWG. RW -30, RW -31 =15+05.49 EDGE LANE 1 GRADING PERMIT HAS BEEN ISSUED. s � M.H. No. 16 PER STD. DWG.'S RW -1, RW -8 p > U INSTALL 1" AIR VAC & AIR RELEASE ASSEMBLY 11+89.40 IL RMENHOUSE COURT The private engineer signing these plans is responsible for PER STD. DWG.'S RW -1, RW -9 =14+99.49 It EDGE LANE 0 0 AWN C.L. INT. N 2,112 929.53 W PER STD. DWG.'S RW -1, RW -13 U In the event of discrepancies arising after county approval or 10 No p ry 12 OF during construction, the private engineer shall be responsible F 111,1111r ng� IY for determining an acceptable solution or revising the plans 17 INSTALL 11 1/4° D.I. ELBOW (SIZE PER PLAN) 8"R RSGSGV VF(FxRJ)(E� 'C 0- iE C&G 71_ - 10+41.76 INSTALL 8 R/W & A.R. N 2,112,380.29 11 +61.98 J c0 w Of 7 E 6,310,938.78 2t END MAIN a I �Y z mow¢ _ 94 W-im a -f =1329.9 of ;D =_M, +tiJ RCWD POTABLE W.M.) I 8" PVC C900 DR18 7 18' W/T 3 3 1 9 Rancho California Water District 42135 Winchester Road Temecula, CA 92590 Phone: (951) 296-6900 Fax: (951) 296-6860 Q _# 38 18'12 1 jf d 12+38.94 0 TALLHOUSE 39+84.98 q ANZA ROAD -- C.L. INT. I "r\Pj\l; 911J260-060 v�. C, I s� IZ M I Q I ANZA ROAD PER M.S. 4153 IMPROVEMENTS E 10+00.00 TERMINUS H. No. 20 SAUEREISEN COATED �8 9+73.18 INSTALL 1" A.V. & A.R. 9+75.25 9+71.18 END T MAIN 68 P=129&7 j :1 im 8" SEWER 6' NA mom 11 12 SEE SHEET 6 EDGE LANE 11 PARK SITE 56 10 18 18 11+77.40 -7 Al 7 SWR X-11'G RWT I 80T, RWT. 1285.75 TOP SWR. 1283.58 0 (__S/W t - N 34'40'55" W^ 1 ��`� 11+44.90 INSTALL / �,`J111 € 9+61.18 INSTALL j �` 7 6" F.H. PER RW -8 rl iE 1 �- 7 23 6" F.H. PER RW -8 �P� ��}� �► R/W O1 -BLUE REFLECTIVE 7 .L 1 -BLUE REFLECTIVE ��' ` %K PAVEMENT MARKER I i PAVEMENT MARKER ^� 1 11 +77.40 X C,x h 8" WTR. X-ING 6" RWT. EDGE LANE 17 `ti 9 �X' P=1299.8 BOT. WTR. 1288.24 SEE SHEET 6 69 f TOP RWT. 1287.19 FE= 12983 (9 70 N 2,113,111.45 (RCWD POTABLE W.M.) P-129842 E 6,311,379.49 PVC C900 DR18 3� 11' S/ck �;l k lk 14 0 0 liwl 6 ; Rancho California Water District APPROVED FOR CONSTRUCTION: POTABLE WATER DATA TABLE SEWER D® A ❑ BEARINGIDELTA RADIUS LENGTH TANGENT PROFILE SCALES N 34040'55" W - 183.40' - N 45°5555" W HORIZ.: 1" = 40' - 8"0 PVC C-900 DR 18 G VERT.: 1" = 41 " - 8"O PVC C-900 DR18 O N 34-16'19" W - 173.53' NOTE: INSTALL 8" PVC C900 DR18(FOR DESIGN PRESSURE= 150 PSI) PVC PIPELINE PER STD. DWG. RW -22 0 WORK CONTAINED WITHIN THESE PLANS 4 INSTALL 8" RESILIENT GATE VALVE -CLASS 200 I- SHALL NOT COMMENCE UNTIL AN 5i�--- INSTALL 12" RESILIENT GATE VALVE -CLASS 150 11+83.40 RITTENHOUSE COURT ENCROACHMENT PERMIT AND/OR A (END STYLE PER CALLOUTS)STD. DWG. RW -30, RW -31 =15+05.49 EDGE LANE 1 GRADING PERMIT HAS BEEN ISSUED. CONST. 6" RESIDENTIAL FIRE HYDRANT ASSEMBLY � M.H. No. 16 PER STD. DWG.'S RW -1, RW -8 p > U INSTALL 1" AIR VAC & AIR RELEASE ASSEMBLY 11+89.40 IL RMENHOUSE COURT The private engineer signing these plans is responsible for PER STD. DWG.'S RW -1, RW -9 =14+99.49 It EDGE LANE 0 0 assuring the accuracy and acceptability of the design hereon. C.L. INT. N 2,112 929.53 W PER STD. DWG.'S RW -1, RW -13 U In the event of discrepancies arising after county approval or 10 No p ry 12 Q. Q during construction, the private engineer shall be responsible IY for determining an acceptable solution or revising the plans 17 INSTALL 11 1/4° D.I. ELBOW (SIZE PER PLAN) 8"R RSGSGV VF(FxRJ)(E� 'C 0- for approval by iE C&G 71_ - 10+41.76 INSTALL 8 R/W & A.R. N 2,112,380.29 11 +61.98 J c0 w Of 7 E 6,310,938.78 2t END MAIN a I �Y z mow¢ _ 94 W-im a -f =1329.9 of ;D =_M, +tiJ RCWD POTABLE W.M.) I 8" PVC C900 DR18 7 18' W/T 3 3 1 9 Rancho California Water District 42135 Winchester Road Temecula, CA 92590 Phone: (951) 296-6900 Fax: (951) 296-6860 Q _# 38 18'12 1 jf d 12+38.94 0 TALLHOUSE 39+84.98 q ANZA ROAD -- C.L. INT. I "r\Pj\l; 911J260-060 v�. C, I s� IZ M I Q I ANZA ROAD PER M.S. 4153 IMPROVEMENTS E 10+00.00 TERMINUS H. No. 20 SAUEREISEN COATED �8 9+73.18 INSTALL 1" A.V. & A.R. 9+75.25 9+71.18 END T MAIN 68 P=129&7 j :1 im 8" SEWER 6' NA mom 11 12 SEE SHEET 6 EDGE LANE 11 PARK SITE 56 10 18 18 11+77.40 -7 Al 7 SWR X-11'G RWT I 80T, RWT. 1285.75 TOP SWR. 1283.58 0 (__S/W t - N 34'40'55" W^ 1 ��`� 11+44.90 INSTALL / �,`J111 € 9+61.18 INSTALL j �` 7 6" F.H. PER RW -8 rl iE 1 �- 7 23 6" F.H. PER RW -8 �P� ��}� �► R/W O1 -BLUE REFLECTIVE 7 .L 1 -BLUE REFLECTIVE ��' ` %K PAVEMENT MARKER I i PAVEMENT MARKER ^� 1 11 +77.40 X C,x h 8" WTR. X-ING 6" RWT. EDGE LANE 17 `ti 9 �X' P=1299.8 BOT. WTR. 1288.24 SEE SHEET 6 69 f TOP RWT. 1287.19 FE= 12983 (9 70 N 2,113,111.45 (RCWD POTABLE W.M.) P-129842 E 6,311,379.49 PVC C900 DR18 3� 11' S/ck �;l k lk 14 0 0 liwl 6 ; Rancho California Water District APPROVED FOR CONSTRUCTION: POTABLE WATER DATA TABLE SEWER D® A ❑ BEARINGIDELTA RADIUS LENGTH TANGENT PROFILE SCALES N 34040'55" W - 183.40' - In 13 BEARING/DELTA RADIUS=LENGTH PROFILE SCALES SIZE & TYPE 0i N 45°5555" W HORIZ.: 1" = 40' - 8"0 PVC C-900 DR 18 G VERT.: 1" = 41 - 221.23' - 8"O PVC C-900 DR18 POTABLE WATER CONSTRUCTION NOTES N 34-16'19" W - 173.53' �J INSTALL 8" PVC C900 DR18(FOR DESIGN PRESSURE= 150 PSI) PVC PIPELINE PER STD. DWG. RW -22 4 INSTALL 8" RESILIENT GATE VALVE -CLASS 200 (END STYLE PER CALLOUTS)STD. DWG. RW -30, RW -31 5i�--- INSTALL 12" RESILIENT GATE VALVE -CLASS 150 11+83.40 RITTENHOUSE COURT (END STYLE PER CALLOUTS)STD. DWG. RW -30, RW -31 =15+05.49 EDGE LANE 1 _--- CONST. 6" RESIDENTIAL FIRE HYDRANT ASSEMBLY � M.H. No. 16 PER STD. DWG.'S RW -1, RW -8 P=1294.9 SAUEREISEN COATED INSTALL 1" AIR VAC & AIR RELEASE ASSEMBLY 11+89.40 IL RMENHOUSE COURT PER STD. DWG.'S RW -1, RW -9 =14+99.49 It EDGE LANE 9a-- INSTALL 1" COPPER WATER SERVICE ASSEMBLY C.L. INT. N 2,112 929.53 PER STD. DWG.'S RW -1, RW -13 E 6,311,505.38 O 10 INSTALL 8"X8"X8" D.I. TEE (FLGxFLGxFLG) 12+00.40 RITTEN HOUSE COURT= 4 14+88.49 12 12 INSTALL 12"X12"X8" D.I. TEE (FLGxFLGxFLG) EDGE LAN INSTALL S12"L 17'x12"x8")) TEE, 17 INSTALL 11 1/4° D.I. ELBOW (SIZE PER PLAN) 8"R RSGSGV VF(FxRJ)(E� (END STYLE PER CALLOUTS) 104 21 INSTALL D.I. END CAP (SIZE PER PLAN) P=1294.4 PER STD. DWG. RW --24 11+92.40 23 INSTALL WATER PIPELINE DEAD END HYDRANT 8" WTR. X-ING 24" S.D. PER STD. DWG. RW -24A BOT. WTR. 1288.32 TOP S.D. 1286.59 \ 11+83.40 8" WTR. X-ING e SWR. BOT. WTR. 1288.27 TOP SWR. 1284.29 ENGIREERING DATE CONTRACTS & INSPECTION DATE OPERATIONS &MAINTENANCE DATE SEAL -ENGINEER BENCHMARK: SEWER APPROVED BY: H U N SAKE R & AS S O C IAT E S FD. STD. U.S.G.S. BR, DISK SET IN THE TOP OF A CONC. r�Q�yOFEss��\� I R V I N E I N c MONUMENT STAMPED 1955, 5.1 MI. N. ALONG A PAVED ROADEASTERN MUNICIPAL WATER DISTRICT q FROM THE MISSION SAN ANTONIO DE PALA, AT PALA, 6.1 Mi. o� t tfST 1tIIl INLAND EMPIRE REGION S. OF TEMECULA, AT THE SAN DIEGO -RIVERSIDE COUNTY - 2900 ADAMS STREET, SUITE A-15 LINE, IN SAN DIEGO CO., 14' S. OF THE CO. LINE SIGN, �..�/�%f $ m % RIVERSIDE CA 92504 (951)352-7200 29,5' W. OF THE CL OF THE ROAD, 17.5' S. OF THE CL OF CIVIL ENGINEER OF SUBDIVISIONS DATE NO. 58020 PLANNING ENGINEERING " SURVEYING " GOVERNMENT RELATIONS A TRACT ROAD LEADING NW, 1.2' W. OF A FENCE LINE, 1.7' IIs / N. OF A WITNESS POST, ABOUT 4 1/5 FEET HIGHER THAN INITIAL DATE 1�'vr c1y1� ��i� PREPARED Y: R.C.E. NO. 5 020 THE ROAD AND SET IN THE TOP OF A CONC. POST PROJECT ENGINEER PROJECTING UP ABOUT 6 INCHES. APPROVALS DESCRIPTION APPR. DATE L\�°,��'��'� ® ELEVATION BASED UPON THE NGVD 29 DATUM U.S.G.S. BM. REVISIONS NO, W897, ELEV.=1255.358. TO OBTAIN NAV88 ELEVATION, PA R. HUDDLESTON, JR. ADD 2.293 FEET, ELEV.=1257.651 ! 20 40 80 120 160_ IIIIIIII' IIIIIIII' ® �. 1 i 9` i 1 'i RECYCLED RCWD 1481 PRESSURE ZONEr POTABLEi 1485 COUNTY OF I • 070091 i i • NO. 160047 TRACTI/ 32627 ! ° SEWER, WATER, & RECLAIMED WATER PLAN AND PROFILE COORD. 213-30 SHEET 3 ! F 16 RITI"ENHOUSE COURT,9+61.18 TO 12+00.411 , t BEARING/DELTA RADIUS=LENGTH TANGENT SIZE & TYPE 0i N 45°5555" W - 8.00' - 8"0 PVC C-900 DR 18 G N 34°40'55" If - 221.23' - 8"O PVC C-900 DR18 ® N 34-16'19" W - 173.53' - 8"0 PVC C-900 DR 18 ENGIREERING DATE CONTRACTS & INSPECTION DATE OPERATIONS &MAINTENANCE DATE SEAL -ENGINEER BENCHMARK: SEWER APPROVED BY: H U N SAKE R & AS S O C IAT E S FD. STD. U.S.G.S. BR, DISK SET IN THE TOP OF A CONC. r�Q�yOFEss��\� I R V I N E I N c MONUMENT STAMPED 1955, 5.1 MI. N. ALONG A PAVED ROADEASTERN MUNICIPAL WATER DISTRICT q FROM THE MISSION SAN ANTONIO DE PALA, AT PALA, 6.1 Mi. o� t tfST 1tIIl INLAND EMPIRE REGION S. OF TEMECULA, AT THE SAN DIEGO -RIVERSIDE COUNTY - 2900 ADAMS STREET, SUITE A-15 LINE, IN SAN DIEGO CO., 14' S. OF THE CO. LINE SIGN, �..�/�%f $ m % RIVERSIDE CA 92504 (951)352-7200 29,5' W. OF THE CL OF THE ROAD, 17.5' S. OF THE CL OF CIVIL ENGINEER OF SUBDIVISIONS DATE NO. 58020 PLANNING ENGINEERING " SURVEYING " GOVERNMENT RELATIONS A TRACT ROAD LEADING NW, 1.2' W. OF A FENCE LINE, 1.7' IIs / N. OF A WITNESS POST, ABOUT 4 1/5 FEET HIGHER THAN INITIAL DATE 1�'vr c1y1� ��i� PREPARED Y: R.C.E. NO. 5 020 THE ROAD AND SET IN THE TOP OF A CONC. POST PROJECT ENGINEER PROJECTING UP ABOUT 6 INCHES. APPROVALS DESCRIPTION APPR. DATE L\�°,��'��'� ® ELEVATION BASED UPON THE NGVD 29 DATUM U.S.G.S. BM. REVISIONS NO, W897, ELEV.=1255.358. TO OBTAIN NAV88 ELEVATION, PA R. HUDDLESTON, JR. ADD 2.293 FEET, ELEV.=1257.651 ! 20 40 80 120 160_ IIIIIIII' IIIIIIII' ® �. 1 i 9` i 1 'i RECYCLED RCWD 1481 PRESSURE ZONEr POTABLEi 1485 COUNTY OF I • 070091 i i • NO. 160047 TRACTI/ 32627 ! ° SEWER, WATER, & RECLAIMED WATER PLAN AND PROFILE COORD. 213-30 SHEET 3 ! F 16 RITI"ENHOUSE COURT,9+61.18 TO 12+00.411 , t (B sev esv a vee a.ew .e..n. 16+23.70 \ V- "/�� f ti' ..... .. .. `s' v - SAUEREISEN COATED 8 INSTALL 1" AIR VAC & AIR RELEASE ASSEMBLY BW 9 12+74.9Q INSTALL g' PVC C900 DR1 8" WTR X-ING 24" RCP sa x� ,� , U, 8 3 , PER STD. DWG. S RW -1, RW -9 1 A.V. & A.R. 11 N (� BOT. WTR. 1313.49 g TOP S.D. 1312.34 EMWD Q9 -- INSTALL 1 " COPPER WATER SERVICE ASSEMBLY o 12+84.06 ALTREE COURT= \ k �; BW �, 4! PER SFD, DWG. S RW -1 RW -13 R7 BW 10+00.00 TALLHOUSE ROAD 6, f 10 INSTALL 8'X8 -X6- D.I. TEE (FLGxFLGxFLG) 'e ^� V' C.L. INT. 9 q o � 16+90.23 ST.VAR TM • �e '�f J F = 4 3 2 u ., �.3 9� � Se � / - � 2 `s E �1 -� � � - , CL TERMINUS 11 INSTALL 12"X12"%12" D.I. TEE (FLGxFLGxFLG) 6' w� -�' M.H. No. 4 R x`�'� SAUEREISEN �,"�'� RCWD RECYCLE W.M. 15 INSTALL 12"X 8" D.I. REDUCE 13+74.96 INSTALL,-- + c° cp � � ".COATED �� IIr PVC 0900 DR18 30 (END STYLE PER CALLOUTS) + 3 6" F.H. PER RW -8 7J `l'+ P `'�? �� ; 6+89.80 INSTALL 12' S 23 INSTALL WATER PIPELINE DEAD END HYDRANT 1 -BLUE REFLECTIVE �® 41 PER STD. DWG. RW -24A PAVEMENT MARKER'" = 1 A.V.&A.R. a 16+74.30 ALTREE COURT�N 2,112,&50.97 INSTALL 6"-45° BEND(RJxRJ) E 6,311,060.19 RECYCLE WATER CONSTRUCTION NOTES 9 _ �-- RE J ^• .. 1 - _.- _. __- __.� __ - - . -' � _ �'<s � 16+57.19 ALTREE COURT N 2 112831.91 ,30 INSTALL 6" PVC 0900 OR 18 FDR DESIGN PRESSURE= x'w j 2 1; v�1U x 1`� 10+28.16 EDGE LANE 4 E 6,311,075.18 150 PSI PVC PIPELINE PER STD. DWG. RW -22 14 2 ZR '� ��Q� 10 6 Co INSTALL 6'-4Y BEND(RJxF) ) 1 s (34�- INSTALL 6" RESILIENT GATE VALVE -CLASS 150 P=1337.7 EMWD®� 9x \_"{-.. S'W `�' Zs Q�C. 1-6 RSGV (FxRJ)(E) (END STYLE PER CALLOUTS)STD. DWG. RW -30, RW -31 SEWER 34 ` `�' 12+37.00 INSTALL ° b.,e, --C& k .+ G 7 e f - __ , , �� ,�° 38 INSTALL 45° D.I. ELBOW SIZE PER PLAN) ' .., (END STYLE PER CALLOU S) Vi S BW 6" F.H. PER RW -8 1 r < -. -. W' - r3 `� 1 -BLUE REFLECTIVE 15 � � � 7 PAVEMENT MARKER 25 / R W `: k s 41 INSTALL I" AIR VAC & AIR RELEASE ASSEMBLY 25 9 13+52.88 ST / EMWD ', o 16+35.10 x � � PER STD. DWG. S RW -1, RW -9 �o y I E' SEWER `� ' 8' SWR x-ING WrR. m 1S _ "' BW BOT. WTR. 1313.07 TA `` 13+03.23 ALTREE COURT= f ff Q LCI~/® - 10+05.71 TALLHOUSE ROAD VAR. �, 6 TOP SWR. 1308.46 BW S� CL M.N. No. 2 f f S/� n, tz ��. 16+34.01 RQ,c`D I + 9 6 € 9 ® 8" � SWR X-fNG BW 24 O RCP. 9 5I.0 BOT. SD. 1308.99 P=-'I,�Q 4,.5 9 TOP SWR. 1308.48 BW BW LOTS WITH BACKWATER VALVE APPLICATION: LOTS: 76,79,80,82,83,84,86,87,93,94,96,97,98,99. Rancho California Water District ALTREE COURT 0 20 40 80 120 160 RanchoWater APPROVED FOR CONSTRUCTION: 0 A SCALE: 1 " = 40' Rancho California Water District E INFER MANAGE DAT d 42135 Winchester Road APPROVALS: Y, 1 �2S w Ek�ND SPECIFUTO-SEWER - SPEC. Temecula, CA 92590 o1I� .� �s B 7 RECYCLED RCWD 1481 PRESSURE ZONE 0 Phone: (951) 296-6900 Fax: (951) 296-6860 ENGINEERING DATE CONTRACTS & INSPECTION DAT OPERATIONS & MAINTENANCE DATE POTABLE RCWD 1485 PRESSURE ZONE 3 SEAL -ENGINEER BENCHMARK: SEWER APPROVED BY: COUNTY RIVERSIDE I.D. U8 HUN SAKE R & ASSOCIATES FD. STD. U.S.G.S. BR. DISK SET IN THE TOP OF A CONC. ��QgpFESs/p� I R V I N E I N c MONUMENT STAMPED 1955, ON MI, N. ALONG A PAVED ROAD EASTERN MUNICIPAL WATER DISTRICT I.P.NO, 070091 / CFD 2013-64 I.P. NO, 160047 - INLAND 34 r q FROM THE MISSION SAN ANTONIO DE PALARIVE AT PALA, 6.1 Ml. TRACT No. 3 G7 W.O. 13-319 INLt�ND EN4PIRE REGION S. OF TEMECULA, AT THE SAN DIEGO -RIVERSIDE COUNTY � 6 2900 ADAMS STREET, SUITE A-15 LINE, IN SAN DIEGO CO., 14' S. OF THE CO. LINE SIGN, `_' Qv z71 RIVERSIDE CA 92504 (951)352-7200 29.5' W. OF THE CL OF THE ROAD, 17.5' S. OF THE CL OF CIVIL ENGINEER OF SUBDIVISION DATE SEWER, WATER, & RECLAIMED WATER C.O. NO. 58020 � �{ PLANNING a ENGINEERING - SURVEYING - GOVERNMENT RELATIONS A TRACT ROAD LEADING NW, 1.2' W. OF A FENCE UNE, 1.7' INITIAL DATE PLAN AND PROFILE GOORD. 2B -3Q lI f N. OF A WITNESS POST, ABOUT 4 1/5 FEET HIGHER THAN i s / THE ROAD AND SET IN THE TOP OFA CO NC, PROJECTING UP ABOUT 6 INCHES.CNC. POST SHEET OF ��++ orv1�. �� PREPARED BY- R.C.E. N0. 58020 PROJECT ENGINEER t?rj' � ,$O 4 L3 €1: No DESCRIPTION APPR. DATE ��\��`el`.� ��' ELEVATION BASED UPON THE NGVD 29 DATUM U.S.G.S. BM. APPROVALS ALTREE COURT f NO. W897, ELEV.=1255.358. TO OBTAIN NAM ELEVATION, STA. 9+53.68 TO STA. 18+50.00 D_ REVISIONS PAULY, HUDDLESTON, JR. ADD 2.293 FEET, ELEV.=1257.651 } -v 10+01.91 M.H. N4. 1 w . TERMINUS n 90 P=1338.5 9 Q Cry Qi 71 1 0 i < e � P= 1.3313.2 9 4k Q V) i o O C� < Q Q Uj J w z a- a C-) w M 0 N 00C=h z Kn a z � Call 811 b*re ft YN� a ONOTE: WORK CONTAINED WITHIN THESE PLANS O t- SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A Q GRADING PERMIT HAS BEEN ISSUED. ® V) M > U The private engineer signing these plans is responsible for assuring the accuracy and acceptability of the design hereon. o L0 CJ Of U In the event of discrepancies arising after county approval or LLJ CL Q during construction, the private engineer shall be responsible a IZ � for determining on acceptable solution or revising the pians - < d for approval by (B sev esv a vee a.ew .e..n. 16+23.70 \ V- "/�� f ti' ..... .. .. `s' v - SAUEREISEN COATED 8 INSTALL 1" AIR VAC & AIR RELEASE ASSEMBLY BW 9 12+74.9Q INSTALL g' PVC C900 DR1 8" WTR X-ING 24" RCP sa x� ,� , U, 8 3 , PER STD. DWG. S RW -1, RW -9 1 A.V. & A.R. 11 N (� BOT. WTR. 1313.49 g TOP S.D. 1312.34 EMWD Q9 -- INSTALL 1 " COPPER WATER SERVICE ASSEMBLY o 12+84.06 ALTREE COURT= \ k �; BW �, 4! PER SFD, DWG. S RW -1 RW -13 R7 BW 10+00.00 TALLHOUSE ROAD 6, f 10 INSTALL 8'X8 -X6- D.I. TEE (FLGxFLGxFLG) 'e ^� V' C.L. INT. 9 q o � 16+90.23 ST.VAR TM • �e '�f J F = 4 3 2 u ., �.3 9� � Se � / - � 2 `s E �1 -� � � - , CL TERMINUS 11 INSTALL 12"X12"%12" D.I. TEE (FLGxFLGxFLG) 6' w� -�' M.H. No. 4 R x`�'� SAUEREISEN �,"�'� RCWD RECYCLE W.M. 15 INSTALL 12"X 8" D.I. REDUCE 13+74.96 INSTALL,-- + c° cp � � ".COATED �� IIr PVC 0900 DR18 30 (END STYLE PER CALLOUTS) + 3 6" F.H. PER RW -8 7J `l'+ P `'�? �� ; 6+89.80 INSTALL 12' S 23 INSTALL WATER PIPELINE DEAD END HYDRANT 1 -BLUE REFLECTIVE �® 41 PER STD. DWG. RW -24A PAVEMENT MARKER'" = 1 A.V.&A.R. a 16+74.30 ALTREE COURT�N 2,112,&50.97 INSTALL 6"-45° BEND(RJxRJ) E 6,311,060.19 RECYCLE WATER CONSTRUCTION NOTES 9 _ �-- RE J ^• .. 1 - _.- _. __- __.� __ - - . -' � _ �'<s � 16+57.19 ALTREE COURT N 2 112831.91 ,30 INSTALL 6" PVC 0900 OR 18 FDR DESIGN PRESSURE= x'w j 2 1; v�1U x 1`� 10+28.16 EDGE LANE 4 E 6,311,075.18 150 PSI PVC PIPELINE PER STD. DWG. RW -22 14 2 ZR '� ��Q� 10 6 Co INSTALL 6'-4Y BEND(RJxF) ) 1 s (34�- INSTALL 6" RESILIENT GATE VALVE -CLASS 150 P=1337.7 EMWD®� 9x \_"{-.. S'W `�' Zs Q�C. 1-6 RSGV (FxRJ)(E) (END STYLE PER CALLOUTS)STD. DWG. RW -30, RW -31 SEWER 34 ` `�' 12+37.00 INSTALL ° b.,e, --C& k .+ G 7 e f - __ , , �� ,�° 38 INSTALL 45° D.I. ELBOW SIZE PER PLAN) ' .., (END STYLE PER CALLOU S) Vi S BW 6" F.H. PER RW -8 1 r < -. -. W' - r3 `� 1 -BLUE REFLECTIVE 15 � � � 7 PAVEMENT MARKER 25 / R W `: k s 41 INSTALL I" AIR VAC & AIR RELEASE ASSEMBLY 25 9 13+52.88 ST / EMWD ', o 16+35.10 x � � PER STD. DWG. S RW -1, RW -9 �o y I E' SEWER `� ' 8' SWR x-ING WrR. m 1S _ "' BW BOT. WTR. 1313.07 TA `` 13+03.23 ALTREE COURT= f ff Q LCI~/® - 10+05.71 TALLHOUSE ROAD VAR. �, 6 TOP SWR. 1308.46 BW S� CL M.N. No. 2 f f S/� n, tz ��. 16+34.01 RQ,c`D I + 9 6 € 9 ® 8" � SWR X-fNG BW 24 O RCP. 9 5I.0 BOT. SD. 1308.99 P=-'I,�Q 4,.5 9 TOP SWR. 1308.48 BW BW LOTS WITH BACKWATER VALVE APPLICATION: LOTS: 76,79,80,82,83,84,86,87,93,94,96,97,98,99. Rancho California Water District ALTREE COURT 0 20 40 80 120 160 RanchoWater APPROVED FOR CONSTRUCTION: 0 A SCALE: 1 " = 40' Rancho California Water District E INFER MANAGE DAT d 42135 Winchester Road APPROVALS: Y, 1 �2S w Ek�ND SPECIFUTO-SEWER - SPEC. Temecula, CA 92590 o1I� .� �s B 7 RECYCLED RCWD 1481 PRESSURE ZONE 0 Phone: (951) 296-6900 Fax: (951) 296-6860 ENGINEERING DATE CONTRACTS & INSPECTION DAT OPERATIONS & MAINTENANCE DATE POTABLE RCWD 1485 PRESSURE ZONE 3 SEAL -ENGINEER BENCHMARK: SEWER APPROVED BY: COUNTY RIVERSIDE I.D. U8 HUN SAKE R & ASSOCIATES FD. STD. U.S.G.S. BR. DISK SET IN THE TOP OF A CONC. ��QgpFESs/p� I R V I N E I N c MONUMENT STAMPED 1955, ON MI, N. ALONG A PAVED ROAD EASTERN MUNICIPAL WATER DISTRICT I.P.NO, 070091 / CFD 2013-64 I.P. NO, 160047 - INLAND 34 r q FROM THE MISSION SAN ANTONIO DE PALARIVE AT PALA, 6.1 Ml. TRACT No. 3 G7 W.O. 13-319 INLt�ND EN4PIRE REGION S. OF TEMECULA, AT THE SAN DIEGO -RIVERSIDE COUNTY � 6 2900 ADAMS STREET, SUITE A-15 LINE, IN SAN DIEGO CO., 14' S. OF THE CO. LINE SIGN, `_' Qv z71 RIVERSIDE CA 92504 (951)352-7200 29.5' W. OF THE CL OF THE ROAD, 17.5' S. OF THE CL OF CIVIL ENGINEER OF SUBDIVISION DATE SEWER, WATER, & RECLAIMED WATER C.O. NO. 58020 � �{ PLANNING a ENGINEERING - SURVEYING - GOVERNMENT RELATIONS A TRACT ROAD LEADING NW, 1.2' W. OF A FENCE UNE, 1.7' INITIAL DATE PLAN AND PROFILE GOORD. 2B -3Q lI f N. OF A WITNESS POST, ABOUT 4 1/5 FEET HIGHER THAN i s / THE ROAD AND SET IN THE TOP OFA CO NC, PROJECTING UP ABOUT 6 INCHES.CNC. POST SHEET OF ��++ orv1�. �� PREPARED BY- R.C.E. N0. 58020 PROJECT ENGINEER t?rj' � ,$O 4 L3 €1: No DESCRIPTION APPR. DATE ��\��`el`.� ��' ELEVATION BASED UPON THE NGVD 29 DATUM U.S.G.S. BM. APPROVALS ALTREE COURT f NO. W897, ELEV.=1255.358. TO OBTAIN NAM ELEVATION, STA. 9+53.68 TO STA. 18+50.00 D_ REVISIONS PAULY, HUDDLESTON, JR. ADD 2.293 FEET, ELEV.=1257.651 t'=I5Ud.4 ;'_' BW C SEWER DATA TART F m ❑ BEARING/DELTA RADIUS LENGTH TANGENT 7 N 14°31 '33" W - 233.96' - LO C) 19"27'18" 294.00' 99.83' 50.40' 211.20' 19-27'18- 294.00' 99.83' 50.40' V) N 24°23'03" E - 98.22' - I C14 9°01 109" 316.00' 104.90' 52.93' 19001,09" 316.00' 104.90' 52.93' 12"0 PVC C-900 DR 18 19001,090 316.00' 104.90' 52.93' 6 N 32040'25" W - _J8. 3, - RECYCLE WATER CONSTRUCTION NOTES 30 INSTALL 6" PVC C900 DR18(FOR DESIGN PRESSURE= It SEWER N 2,113,876.41 150 PSI) PVC PIPELINE PER STD. DWG. RW -22 -53070 E 6,310,969.4 a L � 1 34 INSTALL 6" RESILIENT GATE VALVE -CLASS 150 a� LLJ (END STYLE PER CALLOUTS)STD. DWG. RW -30, RW -31 2-16" BFV (FxRJ)(W E) 35 i 12" RS (Fx J)S (END STYLE PER CALLOUTS)STD. DWG, RW -30, RW -31 X62.94 q ALTREE COURT= 39 INSTALL 2" COPPER RECYCLE WATER SERVICE ASSEMBLY 05.86 q MONTE VERDE DRIVE PER STD. DWG. 'S RW- 1, RW -14 & OS -8 (NT 27+68.94 ALTREE COURT= 40 INSTALL 6" UNDERGROUND BLOW -OFF ASSEMBLY 47+21.87 MONTE VERDE DRIVE P PER STD. DWG.'S RW -1, RW -4 PROP. � M.H. No. 2 PFR n- xn7n LLJ V) e9 Of 0 V) 3 i2- LLI to d 0 Li m w - 0 00LLJ o Of 0 0 z 0 1 O a� V) C) <t Va U w O F= Q ry 0- CL CL Q t'=I5Ud.4 ;'_' BW C SEWER DATA TART F m ❑ BEARING/DELTA RADIUS LENGTH TANGENT ❑t N 14°31 '33" W - 233.96' - ® 19"27'18" 294.00' 99.83' 50.40' 211.20' 19-27'18- 294.00' 99.83' 50.40' ® N 24°23'03" E - 98.22' - Q1 Q 9°01 109" 316.00' 104.90' 52.93' 19001,09" 316.00' 104.90' 52.93' 12"0 PVC C-900 DR 18 19001,090 316.00' 104.90' 52.93' (] N 32040'25" W - _J8. 3, - NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. The private engineer signing these plans is responsible for assuring the accuracy and acceptability of the design hereon. In the event of discrepancies arising after county approval or during construction, the private engineer shall be responsible No for determining an acceptable solution or revising the plans for approval by �fiTIT�71T171IFT1 ("1941" "1 Rancho California Water District 42135 Winchester Road Temecula, CA 92590 Phone: (951) 296-6900 Fax: (951) 296-6860 DESCRIPTION REVISIONS 21 22 120 OPEN SPACE 21+55.35 1 - INSTALL HERRW BLUE REFLECTIVE PAVEMENT MARKER i� 23 24 POTAR1 F WA TPR nATA TAR/ 1= w _ �I��IIIIl�sI��1 RECYCLED WATER BATA TAR/ P Kol BEARING/DELTA RADIUS LENGTH TANGENT SIZE & TYPE Q N 14°3_13J" W - 2,33.96' - 1270 PVC C-900 DR18 Q 38°5436" 311.00' 211.20' 109.86' 1270 PVC C-900 DR18 0 N 24023'03" E - 98.22' - 12"0 PVC C-900 DR18 57003'27" 299.00' 297.76' 162.54' 12"0 PVC C-900 DR18 N 32040'25" W - 55.32' - 12"0 PVC C-900 DR 18 RECYCLED WATER BATA TAR/ P Kol 115x/ P=1 248 , 2 1 Rancho California Water District APPROVED FOR CONSTRUCTION: EI NEER MANAGER' DATE 27 4=14vo 11 5E� - BOT. WTR, 1212.69 TOP KWT. 1211.95 28 BEARING/DELTA RADIUS LENGTH TANGENT SIZE & TYPE Q N 14°31'33" W - 233.96' - 6"0 PVC C-900 DR18 38°5436" 288.00' 195.58' 101.73' 6`0 PVC C-900 DR 18 3 N 24023'03" E - 98.22' - 6"0; PVC C-900 DR18 .57°0327" 322.00' 320.66' 175.04' 6-i PVC C- 900 DR 18 N 32040'25" W - 82.32' - 670 PVC C-900 DR18 115x/ P=1 248 , 2 1 Rancho California Water District APPROVED FOR CONSTRUCTION: EI NEER MANAGER' DATE 27 4=14vo 11 5E� - BOT. WTR, 1212.69 TOP KWT. 1211.95 28 PROFILE SCALES H®RIZ.: 1"= 40' VERT.: 1"= 4' POTABLE WATER CONSTRUCTION NOTES INSTALL 12" PVC 0900 DR18(FOR DESIGN PRESSURE= 150 PSI) PVC PIPELINE PER STD. DWG. RW -22 CS�--- INSTALL 12" RESILIENT GATE VALVE -CLASS 150 (END STYLE PER CALLOUTS)STD. DWG. RW -30, RW -31 6 --- - INSTALL 16" BUTTERFLY VALVE -CLASS 250 (END STYLE PER CALLOUTS)STD. DWG. RW -3O, RW -31 D7-- CONST. 6" RESIDENTIAL FIRE HYDRANT ASSEMBLY PER STD. DWG. 'S RW -1, RW -8 �9 ---- INSTALL I" COPPER WATER SERVICE ASSEMBLY PER STD. DWG.'S RW -1, RW -I3 13 INSTALL 16"X 16"X 12" D.I. TEE (FLGxFLGxFLG) RECYCLE WATER CONSTRUCTION NOTES 30 INSTALL 6" PVC C900 DR18(FOR DESIGN PRESSURE= It SEWER N 2,113,876.41 150 PSI) PVC PIPELINE PER STD. DWG. RW -22 -53070 E 6,310,969.4 32 INSTALL 8"X8 )W D.I. TEE (FLGxFLGxFLG) 27+29.47 ALTREE COURT 6 5 13 34 INSTALL 6" RESILIENT GATE VALVE -CLASS 150 -04.86 MONTE VERDE DRIVE INSTALL 16"X16 X12" TEE 6 (END STYLE PER CALLOUTS)STD. DWG. RW -30, RW -31 2-16" BFV (FxRJ)(W E) 35 INSTALL 8" RESILIENT GATE VALVE -CLASS 200 12" RS (Fx J)S (END STYLE PER CALLOUTS)STD. DWG, RW -30, RW -31 X62.94 q ALTREE COURT= 39 INSTALL 2" COPPER RECYCLE WATER SERVICE ASSEMBLY 05.86 q MONTE VERDE DRIVE PER STD. DWG. 'S RW- 1, RW -14 & OS -8 (NT 27+68.94 ALTREE COURT= 40 INSTALL 6" UNDERGROUND BLOW -OFF ASSEMBLY 47+21.87 MONTE VERDE DRIVE P PER STD. DWG.'S RW -1, RW -4 PROP. � M.H. No. 2 PFR n- xn7n �" SEWER 26+94.63 E.C. SEWER eat O-rl 1 2MAIWTENANCE 7 6�E rk M.H. No.12 ' E6IN ERING DATE CONT ACTS & INSPECTION DAT OPERATIONS & DATE SEAL -ENGINEER BENCHMARK: H U N SA KE R & ASSOCIATES FD. STD. U.S.G.S. BR. DISK SET IN THE TOP OF A CONC. SEWER APPROVED BY: A"-- 'Ames, # I R V I N E I N C MONUMENT STAMPED 1955, 5.1 Ml. N. ALONG A PAVED ROAD EASTERN MUNICIPAL WATER DISTRICT ,A"-- 'Ames, �F�iy INLAND EMPIRE REGION FROM THE MISSION SAN ANTONIO DE PALA, AT PALA, 6.1 Mi. R- y , S. OF TEMECULA, AT THE SAN DIEGO -RIVERSIDE COUNTY /ZQ 2900 ADAMS STREET, SUITE A-15 / f LINE, IN SAN DIEGO CO., 14 S, OF THE CO. LINE SIGN, _ a4 m f RIVERSIDE CA 92504 (951;352-7200 29.5' W. OF THE CL OF THE ROAD, 17.5' S. OF THE CL OF CIVIL ENGINEER OF SUB IVISIONS DATE a N0. 58020 I %ANNING - ENGINEERING - SURVEYING - GOVERNMENT RELATIONS A TRACT ROAD LEADING NW, 1.2' W. OF A FENCE LINE, 1.7' ,p 'I N. OF A WITNESS POST, ABOUT 4 1/5 FEI3 HIGHER THAN INITIAL DAT T9p Crvl�+,rte PREPARED R.C.E. N0. gp20 THE ROAD AND SET IN THE TOP OF A CONC. POST PROJECT ENGINEER eto APPR. DATE l��\�;�\�`'~F°r--' PROJECTING UP ABOUT 6 INCHES. p �/p % ELEVATION BASED UPON THE NGVD 29 DATUM U.S.G.S. BM. APPROVALS r ALS 4> 7 A0 NO. W897, ELEV.=1255.358. TO OBTAIN NAV88 ELEVATION, P R. HUDDLESTON, JR. ADD 2.293 FEET, ELEV.=1257.651 2-8" RSGV (FxRJ)(W E 6" RSGV (FxRJ}S \ 27+89.85 6" RWT X-ING 12" SWR BOT. RWIR 1211.35 TOP SWR. 1207.41 LOTS WITH BACKWATER VALVE APPLICATION LOTS: 77,113,114 0 20 40 80 120 160 SCALE: 1 " = 40' (EMWD SPEC ►TSI- ONLY)- SPEC. 113025-0 RECYCLED RCWD 1481 PRESSURE ZONE POTABLE RCWD 1485 PRESSURE ZONE COUNTY OF RIVERSIDE I.D. I.P. NO. 070091 / CFD 2013-64 I.P. NO. 160447 I.A. TRACT No. 32827 W.Q. 34 SEWER, WATER, dC RECLAIMED WATER C 4 E PLAN AND PROFILE COORD. 2B-30 i0/7 SHEET 5 OF '� � ALTREE COURT STA. 18+50.00 TO STA. 27+97.85 m M.H. No. 3 10+00.00 �L EDGE LANE= 18+45.95 (L ALTREE COURT O C.L. INT. 11 5 �2- +88.85 EDGE LANE 5 16+34.45 ALTREE COURT STALL 12"x12"x12"TEE, 10 15 12" RSGV �FxRJ):�E1-12" RSGV xF} INSTALL 12"x8".I. RUCER(FxRJ)(S) 10+04.77 '.. 12" WTR X-ING' SWR - «� a BOT. WTR. 1313.07' _ -- TOP SWR. 1308.47 P T NW v A zi w 10+06.50 12' WTR INX G 247 CP � TOP WS..D. 1311.039 c� r 10+47.50 INSTALL 8 1" A.V. & A.R. 11 SFF '$ s�yFFT 10+28.16 EDGE LAN 16+57.19 ALTREE COl INSTALL 6"-450 BEND(RJ 75 1-6" RSGV (FxRJ) s i P=1319.0 1 9 10+43.00 INSTALL 41 �� '1A. V. & A.R. �x 12 13 N 2,112,831.91 E 6,311,075.18 74 1316.8 c� ®G 11 +13.59B.C. M.H. No.13 SAUEREISEN/ COATED / BEARING/DELTA RADIUS LENGTH TANGENT T PVC C900 DR18 SIZE & TYPE �i RCWD POTABLE W.M. - 12" PVC 0900 P=11322.0 DR18 DR18 2 11' S/ 7 9INSTALL BW 6"0 PVC C-900 C F.H.I ER RW -8 �3 N 55°19'05" E - 527.48' 1 -BLUE REFLECTIVE 100 PVC C-900 DR18 PAVEMENT MARKER P=1313 3 51.03' - ti r O DRI$ a� 8" SWR X-ING VTR RADIUS LENGTH BOT. WTR. 1288.27 TANGENT Q W -- - 107.64' V - ❑2 20°45' 18" 344.00' 124.6 1 ' 63"00' ® 20045'18" 344.00' 124,61' 63.00' ® N 55°19'05" E P=1283.3 - 138.32' - Q N 55019'05" E 18+94.64 INSTALL 86" 45' BEND(RJxRJ) Ail 274.51' - " " INSTALL 12 X12 X8" D.I. TEE {FLGxFLGxFLG} N 55"19'05" E - f try - (il 1 N 55°19'05" E � � �+► cin - LIJ 14 INSTALL. 12" D.I. CROSS (FLGxFLGxFLGxFLG) TOP 18+89.91 N � 1 17+80.00 z 18 18 P-1289.3 19+36.69 + p 15 INSTALL t2"X 8 D.I. REDUCER M.H. No.17 BOT. SWR. 1275.03 Q SWR X-ING 18 RCP cQ�l C� (END STYLE PER CALLOUTS) SAUEREISEN CO TED TOP S.D. 1273.75 11 LIJ BOT. SWR. 1275.07 J M p 66 LLJ 17+38.87 17+4 .87 d 18+66.00 INSTALL; s TOP S.D. 1273.80 J � z _ 9 20+06 70 R W :. 06 C3- v 'i - .."... .. -- :. , „ :. __ _ � xi 0 E- _ Cr'y � W Ll D > Uj z -- I -- --� - - O x - - to 1= La INSTALL 6'° PVC C900 DR18(FOR DESIGN PRESSURE= -_'-`8"mRCP Q 18 6RC 4 150 PSI) PVC PIPELINE PER STD. DWG. RW -22 z O o =O W - z t V O Z 7"W 34 INSTALL 6" RESILIENT GATE VALVE -CLASS 150 O - e - END STYLE PER CALLOUTS)STD DWG RW 30, RW -31 LD cry C < o � m jLJ o C: w Ld O w LL CLw Q Q Iz n 11 SFF '$ s�yFFT 10+28.16 EDGE LAN 16+57.19 ALTREE COl INSTALL 6"-450 BEND(RJ 75 1-6" RSGV (FxRJ) s i P=1319.0 1 9 10+43.00 INSTALL 41 �� '1A. V. & A.R. �x 12 13 N 2,112,831.91 E 6,311,075.18 74 1316.8 c� ®G 11 +13.59B.C. M.H. No.13 SAUEREISEN/ COATED / NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. The ,private engineer signing these plans is responsible for assuring the accuracy and acceptability of the design hereon. In the event of discrepancies arising after county approval or during construction, the private engineer shall be responsible No for determining an acceptable solution or revising the plans for approval by R N�101 9) P=131 0.1 I ,xi-vt kTt; 114 TtT II 14 mmi te�r■ err' m ®2 BEARING/DELTA RADIUS LENGTH TANGENT T PVC C900 DR18 SIZE & TYPE �i RCWD POTABLE W.M. - 12" PVC 0900 P=11322.0 DR18 DR18 2 11' S/ 7 9INSTALL BW 6"0 PVC C-900 C F.H.I ER RW -8 �3 N 55°19'05" E - 527.48' 1 -BLUE REFLECTIVE 100 PVC C-900 DR18 PAVEMENT MARKER P=1313 3 51.03' - SEWER DATA TABLE r O DRI$ BEARING/DELTA 8" SWR X-ING VTR RADIUS LENGTH BOT. WTR. 1288.27 TANGENT ® N 83°10' 18" W -- - 107.64' V - ❑2 20°45' 18" 344.00' 124.6 1 ' 63"00' ® 20045'18" 344.00' 124,61' 63.00' ® N 55°19'05" E P=1283.3 - 138.32' - Q N 55019'05" E 18+94.64 INSTALL 86" 45' BEND(RJxRJ) - 274.51' - " " INSTALL 12 X12 X8" D.I. TEE {FLGxFLGxFLG} N 55"19'05" E - 139.94' �� - (il 1 N 55°19'05" E - 130.06' 56 - NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. The ,private engineer signing these plans is responsible for assuring the accuracy and acceptability of the design hereon. In the event of discrepancies arising after county approval or during construction, the private engineer shall be responsible No for determining an acceptable solution or revising the plans for approval by R N�101 9) P=131 0.1 I ,xi-vt kTt; 114 TtT II 14 mmi te�r■ err' m ®2 g' SEWER BEARING/DELTA RADIUS LENGTH TANGENT T PVC C900 DR18 SIZE & TYPE �i N 83°10' 18" W - 85.44' - 6"0 PVC C-900 DR18 �2 41030'37" 338.00' 244.88' 128.09' 6"0 PVC C-900 DR18 �3 N 55°19'05" E - 527.48' - 6.0 PVC C-900 DR18 4 N 79°40'55" W - 51.03' - 6"0 PVC C-900 DRI$ g' SEWER (RCWD RECYCLE W.M.) 6' N/q T PVC C900 DR18 SIZE & TYPE S 83°10'18" E - 12' N/C, - BW V2� 14+88.49 361"00' 261.54' 6" RWT X-ING 8" WTR 3 BW BOT. WTR. 1288.24 P=1312.0 535.65' TOP RWT. 1287.19 RITT 12+40.38 72 1 BW (L M.H. No.14 9 P=13(35.1 N P=1299.8 SAUEREISEN r SWR X-ING 3 RCP COATED i 3+67.16 E.C, 14+88.49 + M.H. No.15 8" SWR X-ING VTR BOT. WTR. 1280.98 UEREISEN BOT. WTR. 1288.27 � COATED TOP SWR, 1284.29 -- TOP SWR. 1275.59 R/W , R. V 777,,7 PER STD. DWG.'S RW -1, RW -9 t Rancho California Water District 42135 Winchester Road Temecula, CA 92590 Phone: (951) 296-6900 Fax: (951) 296-6860 DESCRIPTION REVISIC (RCWD s ' e11 �` s i l SEE SHEET 3 15+05.49 ENHOUSE COURT 6" RWT X-ING 8" SWR BOT. RWT. 1285.75 TOP SWR. 1283.58 1 18 56 14+99.49 t EDGE LANE= PARK SITE 18 18 11+89.40 q RITTENHOUSE COURT 7 6 C.L. INT. 15+05.49 EDGE LANE= 11 +83.40 RTTENHOUSE COURT M.H. No. 16 UEREISEN COATED 5 2--- INSTALL 12" PVC C900 DR18(FOR DESIGN PRESSURE= 150 PSI) PVC PIPELINE PER STD. DWG. RW -22 &3�-- INSTALL 8" PVC C900 DR18(FOR DESIGN PRESSURE= �� 150 PSI) PVC PIPELINE PER STD. DWG. RW -22 /trwuWD} \ :' INSTALL STYLE PER RESILIENT 0 CALLOUTS}STD. DWG. RW 230, RW -31 BEARING/DELTA RADIUS LENGTH TANGENT SIZE & TYPE S 83°10'18" E - 124.74' - 12"0 PVC C-900 DR18 V2� 41 °30'37" 361"00' 261.54' 136.81' 12"0 PVC C-900 DR18 N 55°19'05" E - 535.65' - 12"0 PVC C-900 DR18 ® N 55019'05" E - 147.18' - 8"0 AVC C-900 DR18 (RCWD s ' e11 �` s i l SEE SHEET 3 15+05.49 ENHOUSE COURT 6" RWT X-ING 8" SWR BOT. RWT. 1285.75 TOP SWR. 1283.58 1 18 56 14+99.49 t EDGE LANE= PARK SITE 18 18 11+89.40 q RITTENHOUSE COURT 7 6 C.L. INT. 15+05.49 EDGE LANE= 11 +83.40 RTTENHOUSE COURT M.H. No. 16 UEREISEN COATED 5 2--- INSTALL 12" PVC C900 DR18(FOR DESIGN PRESSURE= 150 PSI) PVC PIPELINE PER STD. DWG. RW -22 &3�-- INSTALL 8" PVC C900 DR18(FOR DESIGN PRESSURE= �� 150 PSI) PVC PIPELINE PER STD. DWG. RW -22 /trwuWD} \ :' INSTALL STYLE PER RESILIENT 0 CALLOUTS}STD. DWG. RW 230, RW -31 -flu l 114+912.65 IN ALL 15+62.82 RJW 16+4 2 17+58.87 18+22.43 9 `�' r' 19+91.7Q® = 38 INSTALL. 45° D.I. ELBOW (SIZE PER PLAN) 1.7 1" A.V. & A.R. J 9 9 C�, /W �„� (END STYLE PER CALLOUTS) + + ( P=1289,6 ,. I-- - `� =r 15+52.82 ' 107 1 � 18+64.07 INSTALL 7 j _ A BW Q 39 INSTALL 2 COPPER RECYCLE WATER SERVICE ASSEMBLY + U - + ' �� I'=129?,1 P=1291, P-1290.2 �'J 6" F.H. PER RW -8 BASSETT S RE 1` P=1289.3 P=1289. 1 PER STD. DWG.'S RW -1, RW 14 & OS -8 °'� - ` `4 `} 15 1 -BLUE REFLECTIVE 19+85.00 INSTALL 9 -1_,, 14+88.49 4 BW BW BW � I � 1�� EDGE LANE ®W � O 5 PAVEMENT MARKER SEE SHE T 8 6" F.H. PER RW -8(2)40 PER STD DWGTALL 6' ®SRRW�IN RW -4 ASSEMBLY =1303.2 5 12 5 1 -BLUE REFLECTIVE 13+95.82 INSTALL 14+83..49 INSTAL -12+00.40 RITTENHOUSE COURT 16+53.82 INSTALL 17+93.02 19+02.82 EDGE LANE (�' 7 6" F.H. PER RW -8 INSTALL 12"x12"x8" TEE 7 5 14 5 15=14+71.27 BASSETT STREET 18+54.38 PAVEMENT MARKER L1� INSTALL 1" AIR VAC &AIR RELEASE ASSEMBLY 7 C F.N. PER RW -8 6 F.H. PER RW -8 12 WTR X-ING 18 RCP INSTALL 12" CROSS 12 WTR X -IN 18"RCP PER STD. DWG.'S RW -1, RW -9 1 -BLUE REFLECTIVE 1 -BLUE REFLECTIVE 2-12 RSGV (FxRJ))((W E Mao 1 -BLUE REFLECTIVE BOT. WTR. 1282.44 PAVEMENT MARKER PAVEMENT MARKER 8" RSGV (FxRJ)�N "' "? °� 2-12" RSGV((Fx W,5 BOT.WTR. 1282.19 B" IC 0900 DRI B a) to PAVEMENT MARKER TOP S.D. 1281.16 n! o'a " ( TOP S.D. 1279.15 O N ,,n 2-12 RSGV Fx N,E Ranch® California Water District RCWD POTABLE W.M.� 2-12"x8" D.I. RE UCE (FxRJ)(N,E) 11' S/C M - 12„ PVC 0900 DR18 Vi M (SEE DETAIL ON SHEET ) 19+30,73 INSTALLJ 19+58.13 0 2O 40 80 120 160 APPROVED FOR CONSTRUCTION: N c® (2 19+10,82 8 0 8 WTR. X-ING 18"RCP. cc X w nP W " 6"-45 BEND(RJxRJ) BOT. WTR.1281.94 11 S/ 8 WTR X-ING 36 RCP SCALE: 1' = 40 0 ' -7 z Uj BOT. WTR 1282.13 TOP S.D. 1278.11 w EN EER MANAGER DATE TOP SD. 1273.64 (EWSKCMTm_ OMM- SPEC. 113025-D APPROVALS: EDGE ,ANE RECYCLED RCWD 1481 PRESSURE ZONE a�t�slt, 7 :s� t7 POTABLE RCWD 1485 PRESSURE ZONE ENGINEERING DATE CONTRACTS & INSPECTION DATE OPERATIONS MAINTENANCE DATE SEAL -ENGINEER BENCHMARK SEWER APPROVED BY: COUNTY OF RIVERSIDE I.D. US HL7NSAKEK & ASS®CIATES FD. STD. U.STAM BR. DISK SET IN THE TOP OF ACED EASTERN MUNICIPAL WATER DISTRICT I.P. NO. 070091 / CFD 2013-64 I.P. NO. 160047 S.A, 34 y I N c MONUMENT STAMPED 1955, 5.1 MI. N. ALONG A PAVED ROAD ESSI I I R v I N E FROM THE MISSION SAN ANTONIO DE PALA, AT PALA, 6.1 MI. C+ N 26 W.O. 13-319 /��0� ppt gl �N INL�A�NDMEMPERE REGI®N S, OFiNEME ULA, AT THE SAN S�OGOTHE COIDE C SIGN 40 TRA�•/T 7"Y®. 3G[3�7 i SEWER, WATER, & RECLAIMED WATER C.O. RIVERSIDE CA 92504 (951)352-7200 29.5' W. OF THE CL OF THE ROAD, 17.5' S. OF THE CL OF CIVIL ENGINEER OF SUBDIVI ONS DATE COORD. 26-30 w a NO. 58020 mYJ PLANNING - ENGINEERING - SURVEYING • GOVERNMENT RELATIONS A TRACT ROAD LEADING NW, 1.2' W. OF A FENCE UNE, 1.7' INITIAL DATE r��41d AND PROFILE N. OF A WITNESS POST, ABOUT 4 1/5 FEET HIGHER THAN SHEET 6 OF 16 THE ROAD AND SET IN THE TOP OF A CONC. POST PROJECT ENGINEER t v7 �o%y C®C 1 A (#I� �� qT CI V 1 - � e PREPARE Y: R.C.E. NO. 58020 PROJECTING UP ABOUT 6 INCHES. A O��®\/�Lf� G G LA �1 APPR. DATE ��\�OF CA% \- r' ELEVATION BASED UPON THE NGVD 29 DATUM U.S.G.S. BM. I'll- r v STA. 9+88.85 TO STA. 20+50.00 ) NO. W897, ELEV.=1255.358. TO OBTAIN NA.V88 ELEVATION, D- i,_5 4 ®tp/�+ P R. HUDDLESTON, JR. ADD 2.293 FEET, ELEV.=1257.651 8" SEWER - INSTALL 12" RESILIENT GATE VALVE -CLASS 150 (EMWD) 6' N q (ND STYLE PER CALLOUTS)STD. DWG. RW -30, RW -31 B� SEWER 18+95.60 19+02.94 19+10.94 � `_/- CONST. 6" RESIDENTIAL FIRE HYDRANT ASSEMBLY 6" RWT X-ING 24" RCP. SWR. X-ING WTR. SWR X-ING 3 RCP PER STD. DWG.'S RW -1, RW -8 �, N /� BOT. RWT. 1278.16 BOT. WTR. 1280.98 BOT. SWR. 1274.86 � INSTALL 1" AIR VAC & AIR RELEASE ASSEMBLY 17+96.29 TOP S.D. 1273.13 TOP SWR. 1275.59 TOP S.D. 1269.81 PER STD. DWG.'S RW -1, RW -9 5WR X-ING 1 RCP. 19+10.87 19+13.90 EDGE LANE= �__ INSTALL 1" COPPER WATER SERVICE ASSEMBLY 80T. S.D. 1278.13 E'RWT. X-ING 3 RCP. 4+610W9 $ BASSETT STREET PER STD. DWG.'S RW -1, RW -13 TOP SWR. 1276.45 P=1283.3 BOT. RWT. 1279.82 TOP S.D. 1272.34 C.L. INT. 19+19.94 EDGE LANE= C1)----- INSTALL 12"X12"X12" D.I. TEE (FLGxFLGxfLG) 17+93.18 18+94.64 INSTALL 86" 45' BEND(RJxRJ) SEE SHEET 8 14+54.15 BASSETT STREET M.H. No. 172 12 " " INSTALL 12 X12 X8" D.I. TEE {FLGxFLGxFLG} " 6 RWT X-ING 18 RCP �� i BOT. RWT. 1280,81 S.D. 1280.09 56 BW SAUEREISEN COATED°O 14 INSTALL. 12" D.I. CROSS (FLGxFLGxFLGxFLG) TOP 18+89.91 N 17+80.00 SWR X -IN 24 RCP 18 18 P-1289.3 19+36.69 + p 15 INSTALL t2"X 8 D.I. REDUCER M.H. No.17 BOT. SWR. 1275.03 I SWR X-ING 18 RCP cQ�l C� (END STYLE PER CALLOUTS) SAUEREISEN CO TED TOP S.D. 1273.75 11 BOT. SWR. 1275.07 L p 7"6 INSTALL REDUCED PRESSURE PRINCIPLE BACKFLOW 17+38.87 17+4 .87 18+66.00 INSTALL; s TOP S.D. 1273.80 PREVENTION ASSEMBLY PER STD. DWG. RW -18 _ 9 20+06 70 R W :. 06 C3- INSTALL 2" COPPER WATER SERVICE ASSEMBLY ."_ .."... .. -- :. , „ :. __ _ � _ ..�____._ . r._.. �. PER SfD. DWG. S RW -1, _ �- - - RECYCLE WATER CONSTRUCTION NOTES Uj -- I -- --� - - 1 - - to 1= 3Q---- 0 INSTALL 6'° PVC C900 DR18(FOR DESIGN PRESSURE= -_'-`8"mRCP 18"ifRC 18 6RC 4 150 PSI) PVC PIPELINE PER STD. DWG. RW -22 W - ; I Z 7"W 34 INSTALL 6" RESILIENT GATE VALVE -CLASS 150 - e - END STYLE PER CALLOUTS)STD DWG RW 30, RW -31 -flu l 114+912.65 IN ALL 15+62.82 RJW 16+4 2 17+58.87 18+22.43 9 `�' r' 19+91.7Q® = 38 INSTALL. 45° D.I. ELBOW (SIZE PER PLAN) 1.7 1" A.V. & A.R. J 9 9 C�, /W �„� (END STYLE PER CALLOUTS) + + ( P=1289,6 ,. I-- - `� =r 15+52.82 ' 107 1 � 18+64.07 INSTALL 7 j _ A BW Q 39 INSTALL 2 COPPER RECYCLE WATER SERVICE ASSEMBLY + U - + ' �� I'=129?,1 P=1291, P-1290.2 �'J 6" F.H. PER RW -8 BASSETT S RE 1` P=1289.3 P=1289. 1 PER STD. DWG.'S RW -1, RW 14 & OS -8 °'� - ` `4 `} 15 1 -BLUE REFLECTIVE 19+85.00 INSTALL 9 -1_,, 14+88.49 4 BW BW BW � I � 1�� EDGE LANE ®W � O 5 PAVEMENT MARKER SEE SHE T 8 6" F.H. PER RW -8(2)40 PER STD DWGTALL 6' ®SRRW�IN RW -4 ASSEMBLY =1303.2 5 12 5 1 -BLUE REFLECTIVE 13+95.82 INSTALL 14+83..49 INSTAL -12+00.40 RITTENHOUSE COURT 16+53.82 INSTALL 17+93.02 19+02.82 EDGE LANE (�' 7 6" F.H. PER RW -8 INSTALL 12"x12"x8" TEE 7 5 14 5 15=14+71.27 BASSETT STREET 18+54.38 PAVEMENT MARKER L1� INSTALL 1" AIR VAC &AIR RELEASE ASSEMBLY 7 C F.N. PER RW -8 6 F.H. PER RW -8 12 WTR X-ING 18 RCP INSTALL 12" CROSS 12 WTR X -IN 18"RCP PER STD. DWG.'S RW -1, RW -9 1 -BLUE REFLECTIVE 1 -BLUE REFLECTIVE 2-12 RSGV (FxRJ))((W E Mao 1 -BLUE REFLECTIVE BOT. WTR. 1282.44 PAVEMENT MARKER PAVEMENT MARKER 8" RSGV (FxRJ)�N "' "? °� 2-12" RSGV((Fx W,5 BOT.WTR. 1282.19 B" IC 0900 DRI B a) to PAVEMENT MARKER TOP S.D. 1281.16 n! o'a " ( TOP S.D. 1279.15 O N ,,n 2-12 RSGV Fx N,E Ranch® California Water District RCWD POTABLE W.M.� 2-12"x8" D.I. RE UCE (FxRJ)(N,E) 11' S/C M - 12„ PVC 0900 DR18 Vi M (SEE DETAIL ON SHEET ) 19+30,73 INSTALLJ 19+58.13 0 2O 40 80 120 160 APPROVED FOR CONSTRUCTION: N c® (2 19+10,82 8 0 8 WTR. X-ING 18"RCP. cc X w nP W " 6"-45 BEND(RJxRJ) BOT. WTR.1281.94 11 S/ 8 WTR X-ING 36 RCP SCALE: 1' = 40 0 ' -7 z Uj BOT. WTR 1282.13 TOP S.D. 1278.11 w EN EER MANAGER DATE TOP SD. 1273.64 (EWSKCMTm_ OMM- SPEC. 113025-D APPROVALS: EDGE ,ANE RECYCLED RCWD 1481 PRESSURE ZONE a�t�slt, 7 :s� t7 POTABLE RCWD 1485 PRESSURE ZONE ENGINEERING DATE CONTRACTS & INSPECTION DATE OPERATIONS MAINTENANCE DATE SEAL -ENGINEER BENCHMARK SEWER APPROVED BY: COUNTY OF RIVERSIDE I.D. US HL7NSAKEK & ASS®CIATES FD. STD. U.STAM BR. DISK SET IN THE TOP OF ACED EASTERN MUNICIPAL WATER DISTRICT I.P. NO. 070091 / CFD 2013-64 I.P. NO. 160047 S.A, 34 y I N c MONUMENT STAMPED 1955, 5.1 MI. N. ALONG A PAVED ROAD ESSI I I R v I N E FROM THE MISSION SAN ANTONIO DE PALA, AT PALA, 6.1 MI. C+ N 26 W.O. 13-319 /��0� ppt gl �N INL�A�NDMEMPERE REGI®N S, OFiNEME ULA, AT THE SAN S�OGOTHE COIDE C SIGN 40 TRA�•/T 7"Y®. 3G[3�7 i SEWER, WATER, & RECLAIMED WATER C.O. RIVERSIDE CA 92504 (951)352-7200 29.5' W. OF THE CL OF THE ROAD, 17.5' S. OF THE CL OF CIVIL ENGINEER OF SUBDIVI ONS DATE COORD. 26-30 w a NO. 58020 mYJ PLANNING - ENGINEERING - SURVEYING • GOVERNMENT RELATIONS A TRACT ROAD LEADING NW, 1.2' W. OF A FENCE UNE, 1.7' INITIAL DATE r��41d AND PROFILE N. OF A WITNESS POST, ABOUT 4 1/5 FEET HIGHER THAN SHEET 6 OF 16 THE ROAD AND SET IN THE TOP OF A CONC. POST PROJECT ENGINEER t v7 �o%y C®C 1 A (#I� �� qT CI V 1 - � e PREPARE Y: R.C.E. NO. 58020 PROJECTING UP ABOUT 6 INCHES. A O��®\/�Lf� G G LA �1 APPR. DATE ��\�OF CA% \- r' ELEVATION BASED UPON THE NGVD 29 DATUM U.S.G.S. BM. I'll- r v STA. 9+88.85 TO STA. 20+50.00 ) NO. W897, ELEV.=1255.358. TO OBTAIN NA.V88 ELEVATION, D- i,_5 4 ®tp/�+ P R. HUDDLESTON, JR. ADD 2.293 FEET, ELEV.=1257.651 0 BE4RINGIDELTA RADIUS LENGTH TANGENT SIZE & TYPE VERT.: 1" = 4' N 55019'05" E - 288.34' — 8"0 PVC C-900 DRIB i N 44°04'05" E # O 8"0 PVC C-900 DR18 I\ r� 8 - INSTALL 1" AIR VAC & AIR RELEASE ASSEMBLY PER STD. DWG. RW -1, RW -9 C9�-- INSTALL 1" COPPER WATER SERVICE ASSEMBLY PER STD. DWG. RW -1, RW -13 17 i (END STYLE PER CALLOUTS) Mwl INSTALL WATER PIPELINE DEAD END HYDRANT 0 PER STD. DWG. RW -24A LM WITH BACKWATER VALVE APPLICATION: 11) Az Q a m Z <C t� � CO C7 cc IY Q O < V i_ Lil w ry 0 oLLJ r� m w < n E° 06 � F- 05 > V F 0 Cn p Z O C.> LL a� D Q 0 Q E) M > U ry Q <I: In a_ ewmnw!�! " M! NOTE 1: (POTABLE & RECYCLED WATER) MINIMUM DESIGN PRESSURE = 150 PSI / (STEEL PIPE AND FITTINGS SHALL HAVE 4'° „ MINIMUM CYLINDER THICKNESS) 6 -45° HORIz. / w ELBOW (RJxRJ) Uj 8" SEWER °6 a 8" SEWER {EMWD) I (EMWD) SCALE: N.T.S. SEWER M.H.- (EMWD) 7 BASS ETT STREET 36" 36 RCP - - - - - - - - -- RCP 12"x8"D.I. REDUCER (FLGxRJ) { (RCWD) 12 GATE VALVE (RCWD) $" PVC (FLGxFLG)(CL200) 12" FVC DR 18 PIP/DR18 PIPE (POTABLE) (POTABLE) ------------------------------ W 12"x8"D.I. REDUCER Z 12" GATE VALVE \, (RJxFLG) (FLGxRJ)(CL200) 12" GATE VALVE 12 DUCTILE IRON CROSS \�\ (FLGxFLG)(CL200) `v CL w (FLGxFLGxFLGxFLG) ° m 12" GATE VALVE 6"-45' HORI n, o (RJxFLG)(CL200) Z. ® - ac a ELBOW (RJxRJ) 6' W c EDGE LANE do BASSETT STREET (POTABLE WATER) NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. The private engineer signing these plans is responsible for assuring the accuracy and acceptability of the design hereon. In the event of discrepancies arising after county approval or during construction, the private engineer shall be responsible No for determining an acceptable solution or revising the plans for aoorovol by Rclaunrim, Rancho California Water District 42135 Winchester Road Temecula, CA 92590 Phone: (951) 296-6900 Fax: (951 ) 296-6860 DESCRIPTION REVISIONS Rancho California Water District APPROVED FOR �/ + 7 P=1289.8 is BE4RINGIDELTA RADIUS LENGTH TANGENT SIZE & TYPE VERT.: 1" = 4' N 55019'05" E - 288.34' — 8"0 PVC C-900 DRIB N 44°04'05" E # O 8"0 PVC C-900 DR18 llii� .WIYYwGiSol 8 - INSTALL 1" AIR VAC & AIR RELEASE ASSEMBLY PER STD. DWG. RW -1, RW -9 C9�-- INSTALL 1" COPPER WATER SERVICE ASSEMBLY PER STD. DWG. RW -1, RW -13 17 INSTALL 11 1/4° D.I. ELBOW (SIZE PER PLAN) (END STYLE PER CALLOUTS) Mwl INSTALL WATER PIPELINE DEAD END HYDRANT PER STD. DWG. RW -24A LM WITH BACKWATER VALVE APPLICATION: LOTS: 35,36,46. RE 4 1 -BLUE REFLECTIVE PAVEMENT MARKER (RCWD POTABLE W.M.) N RX FIN m 42P= 1292.2 3+74.96 INSTALL E 1 A.V. & A.R. R/W 1 -BLUE REFLECTIVE PAVEMENT MARKER 23+85.26 END 8" MAIN 41 APs_ P=1292.2 0 BE4RINGIDELTA RADIUS LENGTH TANGENT SIZE & TYPE VERT.: 1" = 4' N 55019'05" E - 288.34' — 8"0 PVC C-900 DRIB N 44°04'05" E - 46.92' - 8"0 PVC C-900 DR18 !t'Ivt I INSPECTION DATE I OPERATIONS& MAINTENANCE DATE SEAL -ENGINEER BENCHMARK: SEWER APPROVED BY: �..��.�Hv�vSAKEA &ASS®CIATES FD. sro. us.c.s. BR. DISK SET IN THE TOP OF A CONC. EASTERN MUNICIPAL WATER DISTRICT r 'QROPEssr \\ ' I R V I N E I N c MONUMENT STAMPED 1955, 5.1 ML N. ALONG A PAVED ROAD INLAND EMPIRE REGIONFROM THE MISSION SAN ANTONIO DE PALA, AT PALA, 6.1 Mi. S. FTEMECULA, AT THE 4' 2900 ADAMS STREET, SUITE A-15 LINE, IN SAN DIEGO CO., 14FCO. ID ' S. DIEGO-RIVERSIDE CLINEOSIGN, RIVERSIDE CA 92504 95i 352-7200 ,,,� � } 29.5' W. OF THE CL OF THE ROAD, 17.5' S. OF THE CL OF CIVIL ENGINEER OF SUBDIVISIONS DATE NO. 58020 PLANNING ENGINEERING • SURVEYING - GOVERNMENT RELATIONS A TRACT ROAD LEADING NW, 1.2' W. OF A FENCE LINE, 1.7' N. OF A WITNESS POST, ABOUT 4 1/5 FEET HIGHER THAN INITIAL DATE PREPARED R.C.E. NP. 5 020 THE ROAD AND SET IN THE TOP OF A CONC. POST PROJECT ENGINEER o OF' CAV\FO � PROJECTING UP ABOUT 6 INCHES. APPR. DATE \\ ELEVATION BASED UPON THE NGVD 29 DATUM U.S.G.S. BM. APPROVALS NO. W897, ELEV.=1255.358. TO OBTAIN NAV88 ELEVATION, PA HUDDLESTON, JR. ADD 2.293 FEET, ELEV.=1257.651 SEWER DATA TABLE BEARING/DELTA RADIUS LENGTH TANGENT ® N 55°13'05" E - 303. 94' - 0 20 40 80 120 160 120 1 M Q"— SPEC. 11302S—D COUNTYRECYCLED RCWD 1481 PRESSURE ZONE POTABLE RCWD 1485 PRESSURE ZOINE OF RIVERSIDE� • 070091 It 2013-64 6114 TPACT , 32627 e SEWER, WATER, & RECLAIMED WATER i PLAN ! PROFILE • EDGELANE PROFILE SCALES HORIZ.: 11"= 40' VERT.: 1" = 4' POTABLE WATER CONSTRUCTION NOTES Q3 -- INSTALL 8" PVC C900 DR 18(FOR DESIGN PRESSURE= 150 PSI) PVC PIPELINE PER STD. DWG. RW -22 C7) --CONST: 6" RESIDENTIAL FIRE HYDRANT ASSEMBLY PER STD. DWG. RW- 1, RW -8 8 - INSTALL 1" AIR VAC & AIR RELEASE ASSEMBLY PER STD. DWG. RW -1, RW -9 C9�-- INSTALL 1" COPPER WATER SERVICE ASSEMBLY PER STD. DWG. RW -1, RW -13 17 INSTALL 11 1/4° D.I. ELBOW (SIZE PER PLAN) (END STYLE PER CALLOUTS) 23 INSTALL WATER PIPELINE DEAD END HYDRANT PER STD. DWG. RW -24A LM WITH BACKWATER VALVE APPLICATION: LOTS: 35,36,46. SEWER DATA TABLE BEARING/DELTA RADIUS LENGTH TANGENT ® N 55°13'05" E - 303. 94' - 0 20 40 80 120 160 120 1 M Q"— SPEC. 11302S—D COUNTYRECYCLED RCWD 1481 PRESSURE ZONE POTABLE RCWD 1485 PRESSURE ZOINE OF RIVERSIDE� • 070091 It 2013-64 6114 TPACT , 32627 e SEWER, WATER, & RECLAIMED WATER i PLAN ! PROFILE • EDGELANE +•+ I d ® t a �.�,` C&GJ -LaX.V ,'y"rt., � N7 u �,i - VIILII1 j 11\L 11 -4. L"L� y{--- IdYJIHLL G LAJr rLR MYHILf\ .ILRVI%,.L M,30LIVIOLI R/ _ ` 2 �� 3 s g PER STD. DWG.'S RW -1, RW -14 P=1257.9 0 c & f ao X36 RCP 1# - -' I RECYCLE WATER CONSTRUCTION i�aTEs ® _ o 3 4 m X36 oRCP -- --- - 36"ERCP 3a hRCP.- rte,, tit i CFD W.Q. 1� 319 � - R- _-._. _ � � LLJ 30 INSTALL 6 PVC C900 DR18(FOR DESIGN PRESSURE= ;. p. o, r ;,� e g ' —�- " `C r "' , - Z En 150 PSI PVC PIPELINE PER STD. DWG. RW -22 ' ' b wvv..cnrv^ mu.... i �. - � .'..e s ..: ..:.. . ... ....... ..........: _` ,._,......,3 �� CGCG _._ - '.- O N G!3 \ F» 4 M NUN V F D W.O.19-113 t } ..>_..,.. ..n �a — — _ — .. � P=;262,6 j`t � I 12+57.00 .� � � ®Z��°'� � P� LL 6"X6°X6" D.I.(FLG FLG FLG) � ,., 33 INSTALL TEE p r- ;;}' . 15+32.54 INSTALLER WJ =caw / �' + • �a 18+09.00 9 34---- INSTALL 6 RESILIENT GATE VALVE -CLASS 150 I 12+36.59 INSTALL ! `f' Q 6" F.H. PER RW -8 `-` " go F— (ENO STYLE PER CALLOUTS)STD. DWG. RW -30, RW -31 T i 6„ F.M. PER RW -3 - v I ; BVI o �I gi 1 1 -BLUE REFLECTIVE ®011 17+91.46 INSTALL a POTABLE WATER DATA TABLE ; BW _ g ° , a »; ; I � 6., � �7 ° 1 -BLUE REFLECTIVE +ter PAVEMENT MARKER` _� R H. PER RW -8 38 INSTALL 45 D.I. ELBOW (SIZE PER PLAN) CID 0) <C RADIUS <L a V Q _ [ M t1 33°4224" C�1 182.96' 94.21' 8"0 PVC C900 -DR 18 Q z ¢ 160.27' - 8"0 PVC C900-DR18 N 34°16' 19" W - 0 00 N 12"0 PVC C900 -DR 18 s w M P-1257.4 PAVEMENT MARKER �^ - 12�; x �� > EDGE ` +04.623• _ oar- 1—BLUE REFLECTIVE (END STYLE PER CALLOUTS) — gal <t I 5— 9 BW -It n SEE Sh1EET 6 6, � PAVEMENT MARKER 12"WTR X-ING 19'RCP ra 2P 06 �' ;; 40 INSTALL 6 UNDERGROUND BLOW—OFF ASSEMBLY 05 �, � � �' 18+39.37 � PER STD. DING.'S RW -1 RW -4 i 15 = BOT. WTR. 1284.34 6, co Q c3 Co N N P=-1272.1 TOP S.D. 1282.21 zNN z 0 TABLE W.M.) �- " "' E 12 WTR X-ING 24 RCP. C I 14+99.54 INSTALL, N 2,113,139.12 1 T - N x 0 41 INSTALL 1" AIR VAC & AIR RELEASE ASSEMBLY (RCD POT .) 1�4+71.27 BASSETT STREET � � 1 y�-—_1 PVC � � - x o a � i x � m � BOT. WTR. 1298.43 �$ 5 14 5, 12 45 BEND RJxRJ E 6 311 857.88 ? I— —� � ��s PER STD. DWG,'S RW -1, RW -9 =19+0282 EDGE LANE ( ) . ) 2 v 6 � � TOP S.D. 1295.82 �' e9 R 1 N 2,113 165.29 C5i INSTALL 12° CROSS 14+94.54 INSTALL N 2 113 146.(1_6' ! '1I �s + - _ RECYCLED (ICED WATER DATA TABLE 3 2-12 RSGV FxRJ'tiYS� a 19 +_ 1=ca Q'oo �m� BW 1 1' f E 6,311,$46.09 2-12" RSGV( ((FxF N,E 12 45 BEND(R xRJ) E 6,311,859.19 "mo ��—� Q 2-12 x8" R" RSGV(FF III N,E) P=1304 3 BEARINGfDELTA RADIUS LENGTH TANGENT SIZE & TYPE (SEE DETAIL ON SHE 7; BASSETT S I tiEE1 SEWER ®ATA TABLE �t} N 34016'19" W — 365.84' — 6" PVC C900—ORFS ENCROACHMENT PERMIT AND/OR A _ 1 �� J� `Z .�'I� '" - ADAMS STREET, SUITE A-15 LINE, IN SA.N DIEGO CO., 14' S. OF THE CO. t`NF_ SIGN, /�„ �" r �-vt r lo - 2900 gC Cy f _ Q m% RIVERSIDE CA 9250. (951)352-7200 29.5' W. OF THE CL OF THE ROAD, 17.5' S. OF THE CL OF CIVIL ENGINEER OF SUBDIVISIONS DATE S ER, WATER, & RECLAIMED WATER -- ° d Q GRADING PERMIT HAS BEEN ISSUED. �� I A' p� }� ` COORD. 2B-30 _ w NO. 58020 r l PLANNING c ENGINEERING . SURVEYING GOVERNMENT RELATIONS A TRACT ROAD LEADING NW, 1.2' W. OF A FENCE LINE, 1.7' PLAN AND PROFILE Al INITIAL DATE � f N. OF A WITNESS POST, ABOUT 4 1/5 FEE( HIGHER THAN SHEET OF j ILLI LLI he private engineer signing these plans is responsible forI s e —.__._.__-_ __ THE ROAD AND SET IN THE TOP 01•' A CONC. POST PROJECT ENGINEER O .fF% 0O � assuring the accuracy and acceptability of the design hereon. `t�t�gT C i V o�`>/moi' PREPARED R.C.E. NO. 58020 PROJECTING UP ABOUT 6 INCHES. APPROVALS ®('q -- ._ ...._,_.. CD (BASSETT STREET ;� � U In the event of d€screpancles arising after county approval or 1� F o� �F��-� /'1F� P(�OVAL pp�� A i ry /� CA1 ELEVATION BASED UPON THE NGVD 29 DATUM U.S.G.S. BM. STA. 9"I'94.Qt T� STA. IV.Vo Lal Q_ during construction, the private engineer shall be responsible No DESCRIPTION APPR. DATE ��"�� 0- � for determining an acceptable solution or revising the plans 744& NO. W8972.29 FET, ELE .=12 .6 OBTAIN NA188 ELEVATION, _ m ' <t Q for approval by REVISIONS P R. HUDDLESTON, JR. ADD 2.293 FEET, ELEU.=1257.651 IRIDW- M ^ RC WD E 1742 BEARING/DELTA RADIUS LENGTH TANGENT SIZE & TYPE N 00033'55" W - 123.51 ' - 8"0 PVC C900 -DR 18 33°4224" 37 7.00' 182.96' 94.21' 8"0 PVC C900 -DR 18 Q N 34°16'19" W - 160.27' - 8"0 PVC C900-DR18 N 34°16' 19" W - 23.27' - 12"0 PVC C900 -DR 18 s N 10°43'41" E - 7.07' - 12"0 PVC C900 -DR 18 N 34°16' 19" W - 350.46' L 12-0 PVC C900 -DR 18 P-1257.4 PAVEMENT MARKER �^ - 12�; x �� > EDGE ` +04.623• _ oar- 1—BLUE REFLECTIVE (END STYLE PER CALLOUTS) — gal <t I 5— 9 BW -It n SEE Sh1EET 6 6, � PAVEMENT MARKER 12"WTR X-ING 19'RCP ra 2P 06 �' ;; 40 INSTALL 6 UNDERGROUND BLOW—OFF ASSEMBLY 05 �, � � �' 18+39.37 � PER STD. DING.'S RW -1 RW -4 i 15 = BOT. WTR. 1284.34 6, co Q c3 Co N N P=-1272.1 TOP S.D. 1282.21 zNN z 0 TABLE W.M.) �- " "' E 12 WTR X-ING 24 RCP. C I 14+99.54 INSTALL, N 2,113,139.12 1 T - N x 0 41 INSTALL 1" AIR VAC & AIR RELEASE ASSEMBLY (RCD POT .) 1�4+71.27 BASSETT STREET � � 1 y�-—_1 PVC � � - x o a � i x � m � BOT. WTR. 1298.43 �$ 5 14 5, 12 45 BEND RJxRJ E 6 311 857.88 ? I— —� � ��s PER STD. DWG,'S RW -1, RW -9 =19+0282 EDGE LANE ( ) . ) 2 v 6 � � TOP S.D. 1295.82 �' e9 R 1 N 2,113 165.29 C5i INSTALL 12° CROSS 14+94.54 INSTALL N 2 113 146.(1_6' ! '1I �s + - _ RECYCLED (ICED WATER DATA TABLE 3 2-12 RSGV FxRJ'tiYS� a 19 +_ 1=ca Q'oo �m� BW 1 1' f E 6,311,$46.09 2-12" RSGV( ((FxF N,E 12 45 BEND(R xRJ) E 6,311,859.19 "mo ��—� Q 2-12 x8" R" RSGV(FF III N,E) P=1304 3 BEARINGfDELTA RADIUS LENGTH TANGENT SIZE & TYPE (SEE DETAIL ON SHE 7; BASSETT S I tiEE1 SEWER ®ATA TABLE �t} N 34016'19" W — 365.84' — 6" PVC C900—ORFS ENCROACHMENT PERMIT AND/OR A _ 1 �� J� `Z .�'I� '" - ADAMS STREET, SUITE A-15 LINE, IN SA.N DIEGO CO., 14' S. OF THE CO. t`NF_ SIGN, /�„ �" r �-vt r lo - 2900 gC Cy f _ Q m% RIVERSIDE CA 9250. (951)352-7200 29.5' W. OF THE CL OF THE ROAD, 17.5' S. OF THE CL OF CIVIL ENGINEER OF SUBDIVISIONS DATE S ER, WATER, & RECLAIMED WATER -- ° d Q GRADING PERMIT HAS BEEN ISSUED. �� I A' p� }� ` COORD. 2B-30 _ w NO. 58020 r l PLANNING c ENGINEERING . SURVEYING GOVERNMENT RELATIONS A TRACT ROAD LEADING NW, 1.2' W. OF A FENCE LINE, 1.7' PLAN AND PROFILE Al INITIAL DATE � f N. OF A WITNESS POST, ABOUT 4 1/5 FEE( HIGHER THAN SHEET OF j ILLI LLI he private engineer signing these plans is responsible forI s e —.__._.__-_ __ THE ROAD AND SET IN THE TOP 01•' A CONC. POST PROJECT ENGINEER O .fF% 0O � assuring the accuracy and acceptability of the design hereon. `t�t�gT C i V o�`>/moi' PREPARED R.C.E. NO. 58020 PROJECTING UP ABOUT 6 INCHES. APPROVALS ®('q -- ._ ...._,_.. CD (BASSETT STREET ;� � U In the event of d€screpancles arising after county approval or 1� F o� �F��-� /'1F� P(�OVAL pp�� A i ry /� CA1 ELEVATION BASED UPON THE NGVD 29 DATUM U.S.G.S. BM. STA. 9"I'94.Qt T� STA. IV.Vo Lal Q_ during construction, the private engineer shall be responsible No DESCRIPTION APPR. DATE ��"�� 0- � for determining an acceptable solution or revising the plans 744& NO. W8972.29 FET, ELE .=12 .6 OBTAIN NA188 ELEVATION, _ m ' <t Q for approval by REVISIONS P R. HUDDLESTON, JR. ADD 2.293 FEET, ELEU.=1257.651 IRIDW- M ^ RC WD E 1742 0 BEARING/DELTA RADIUS LENGTH TANGENT a ® N 55"43'41" E - 267.65' Q 8"0 PVC C900 -DR 18 2` N 55°43'41 " E - 342.22' - 8"0 PVC C900 -DR 18 Q 12°29' 14" c 67.78' 34.02' 8"0 PVC C900 -DR 18 I N - 85.82' - 8.0 PVC C900 -DR 18 N PER STD. DWG.'S RW -1, RW -13 P=1319.4 INSTALL 12"X127X12" D.I. TEE (FLGxFLGxFLG) 12 INSTALL 12"X127X8" D.I. TEE (FLGxFLGxFLG) 9 ego r_ 00 Lil tY Y C7 CD Ln CD Q + Ljj Q 9 ¢ CD a 00 ==7 UJI + t mQ 19 v� P°zz1.320� 7� r P=1321.0 RCWD POTABLE W.M. 12" PVC C900 DR 18 0 2 z Q z o co Q0 ¢ i z I) w z o v N L LLI m a` w U Z:5 L J a CCT F - w Q z � o U � 4 z 0 � 0 O LLL � az a m � > W U Ll L j 111 U a w n of J >z Q d in ®.- s M.H. No. 24 UEREISEN COATED 10+00.00 C FLOOD 19+34.76 q EIASSE C.L. INT. N 2,112,773.18 E 6,312,113.28 9+89.00 FLOOD ROAD =19+45.76 BASSETT S INSTALL 12" x 12" x 12" T 2-12" RSGV(FxRJ N E, 1-12"h Fx �(Si 1 INSTALL 12 x8 RDUC SEE SHEET 9 7 R/W BOT. RWT. 1305.12 TOP SWR. 1302.54 1 �s�e►w (S) I r c R/W 10+44.50 INSTALLr- 6" I U+Qti.QQ 7 6 F.H. PER RW -8--' 1 -BLUE REFLECTIVE 8" WTR. X-ING 8" SWR. 18 18-1 PAVEMENT MARKER BOT. WTR. 1308.12 56 TOP SWR. 1304.42 BASSETT STREET P=1325.0 SEE SHEET 9 NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. The private engineer signing these plans is responsible for assuring the accuracy and acceptability of the design hereon. In the event of discrepancies onsing after county approval or during construction, the private engineer shall be responsible No for determining an acceptable solution or revising the plans for approval by (EMWD) 32 J 12+22.65 INSTALL 1 A.V. & A.R. 1 P=1322.4 w J 12+56.65 FLOOD ROAD= / 10+11.00 MIDDLE GATE COURT 4D INSTALL 12"x12"x8" TEE,(FxFxF) 2-127 8" RSGV�FxRJ0)E) 1 - Rancho California Water District 42135 Winchester Road Temecula, CA 92590 Phone: (951) 296-6900 Fax: (951) 296-6860 DESCRIPTION REVISIONS ❑ BEARING/DELTA BEARING/DELTA RADIUS LENGTH TANGENT SIZE & TYPE ® N 55"43'41" E - 267.65' - 8"0 PVC C900 -DR 18 2` N 55°43'41 " E - 342.22' - 8"0 PVC C900 -DR 18 Q 12°29' 14" 311.00' 67.78' 34.02' 8"0 PVC C900 -DR 18 N 43°14'27" E - 85.82' - 8.0 PVC C900 -DR 18 M.H. No. 24 UEREISEN COATED 10+00.00 C FLOOD 19+34.76 q EIASSE C.L. INT. N 2,112,773.18 E 6,312,113.28 9+89.00 FLOOD ROAD =19+45.76 BASSETT S INSTALL 12" x 12" x 12" T 2-12" RSGV(FxRJ N E, 1-12"h Fx �(Si 1 INSTALL 12 x8 RDUC SEE SHEET 9 7 R/W BOT. RWT. 1305.12 TOP SWR. 1302.54 1 �s�e►w (S) I r c R/W 10+44.50 INSTALLr- 6" I U+Qti.QQ 7 6 F.H. PER RW -8--' 1 -BLUE REFLECTIVE 8" WTR. X-ING 8" SWR. 18 18-1 PAVEMENT MARKER BOT. WTR. 1308.12 56 TOP SWR. 1304.42 BASSETT STREET P=1325.0 SEE SHEET 9 NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. The private engineer signing these plans is responsible for assuring the accuracy and acceptability of the design hereon. In the event of discrepancies onsing after county approval or during construction, the private engineer shall be responsible No for determining an acceptable solution or revising the plans for approval by (EMWD) 32 J 12+22.65 INSTALL 1 A.V. & A.R. 1 P=1322.4 w J 12+56.65 FLOOD ROAD= / 10+11.00 MIDDLE GATE COURT 4D INSTALL 12"x12"x8" TEE,(FxFxF) 2-127 8" RSGV�FxRJ0)E) 1 - Rancho California Water District 42135 Winchester Road Temecula, CA 92590 Phone: (951) 296-6900 Fax: (951) 296-6860 DESCRIPTION REVISIONS ❑ BEARING/DELTA RADIUS LENGTH TANGENT 7 N 55043'41" E - 267.65' - ® N 55043'41" E - 325.22' - ® 07°5728" 1200.00'166.67' 83.47' 12+73.65 FLOOD ROAD= S" SEWER 9+94A0 MIDDLRT E M.H. No. GATE 34 6' N/� SAUEREISEN COATED 9 1= t 320.0 I P=1320.6 N � 13 -�� DO I } % , 13+16.65 INST_A_LL� 6" F.H. PER RW-8� i 7 i 1 -BLUE REFLECTIVE I \ PAVEMENT MARKER 18 1$ 12+73.75 58 12"WTR X-ING 8"SWR. BOT. WTR. 1311.80 MIDDLE GATE COURT TOP SWR. 1305.70 SEE SHEET 11 1 P=13;'5,11 •11 toot 9 w2i 44 1 28 P=11321.2 PROFILE SCALES HQRIZ.: 1" = 40' 2 0 POTABLE WATER CONSTRUCTION NOTES -144 _ � - -- - 15 - - 40-- IfW a (END STYLE PER CALLOUTS)STD. DWG. RW -30, RW -31 �0 (END STYLE PER CALLOUTS)STD. DWG. RW -30, RW -31 CONST. 6" RESIDENTIAL FIRE HYDRANT ASSEMBLY PER STD. DWG.'S RW -1, RW -8 INSTALL 1" AIR VAC & AIR RELEASE ASSEMBLY PER STD. DWG.'S RW -1, RW -9 1 0� PER STD. DWG.'S RW -1, RW -13 P=1319.4 INSTALL 12"X127X12" D.I. TEE (FLGxFLGxFLG) 12 INSTALL 12"X127X8" D.I. TEE (FLGxFLGxFLG) 9 ego r_ 00 Lil tY Y C7 CD Ln CD Q + + Q 9 w 9, N 00 ==7 UJI + mQ 19 12+73.65 FLOOD ROAD= S" SEWER 9+94A0 MIDDLRT E M.H. No. GATE 34 6' N/� SAUEREISEN COATED 9 1= t 320.0 I P=1320.6 N � 13 -�� DO I } % , 13+16.65 INST_A_LL� 6" F.H. PER RW-8� i 7 i 1 -BLUE REFLECTIVE I \ PAVEMENT MARKER 18 1$ 12+73.75 58 12"WTR X-ING 8"SWR. BOT. WTR. 1311.80 MIDDLE GATE COURT TOP SWR. 1305.70 SEE SHEET 11 1 P=13;'5,11 •11 toot 9 w2i 44 1 28 P=11321.2 15+98.87 B.C. M.H. No. 35 27 P=1321.2 o� 0 C) LO LO -f- MO C3 8" SEWER �,� 14 VAR. N � SES SNE P=1320.6 $2`� 17'+61.07 Q FLOOD ROAD= 23 23 25+24.21 It EL CHIMISAL ROAD C.L. INT. TRACT �� ". ; 17 17+50.07 ti.a BNDY k `, 25+18. SWR X-ING 1 WTR. 5 `� BOT. WTR. 1308.17 �s TOP SWR. 1306.23 as a6 16+50.OQ 9 + 4 be 16 ? , li-,- 0A1 i - W Q 1 V I � � W QLd CN1M`SA � 14 R/W �, J < E�- SE� S-jEE Lq a_Xz in Lal I0I CL 17+50.07 FLOOD STREET i `- =25+35.21 EL CHIMISAL ROAD 20 1 7 INSTALL 12"x12"x12" TEE,(FxFxF P=1,321,0 P-.1329 O 2-12"RSGV FXRJ (W N 1-12" RSG ((FxF S INSTALL 12"x8" REDUCER(FxRJ)S 7.07 FLOOD ROAD= Rancho California Water District APPROVED FOR CONSTRUCTION: E NEER MANAGE DATE APPROVALS: ENGINEERING DATE CONTRACTS INSPECTION DATE OPERATIONS & MAINTEN NCE ATE SEAL -ENGINEER BENCHMARK: SEWER APPROVED BY: �� HUNSAxER & ASSOCIATES FD. STD. U.STAM D DISK SET .N THE TOP OF A CONC. EASTERN MUN CIPAL WATER DISTRICT eRpFESS/p�\ � I R V i N E I N c MONUMENT STAMPED 1955, 5.1 MI. N. ALONG A PAVED ROAD FROM THE MISSION SAN ANTONIO DE PALA, AT PALA, 6.1 MI. i�wo etFST �� ` INLAND EMPIRE REGION S. OF TEMECULA, AT THE SAN DIEGO -RIVERSIDE COUNTY � , 2900 ADAMS STREET, SUITE A-15 LINE, IN SAN DIEGO CO., 14' S. OF THE CO. LINE SIGN, /zo/4 a ml% RIVERSIDE CA 92504 (951)352-7200 29.5' W. OF THE CL OF THE ROAD, 17.5' S. OF THE CL OF CIVIL ENGINEER OF SUBDIVISIONS DATE NOg Cr. 58020 PLANNING ENGINEERING • SURVEYING ® GOVERNMENT RELATIONS A TRACT ROAD LEADING NW, 1.2' W. OF A FENCE LINE, 1.T INITIAL DATE j/ N. OF A WITNESS POST, ABOUT 4 1/5 FEET HIGHER THAN lll,�TF o ! v k1- ��,� PREPARED R.C.E. W. 58020 THE UP ABOUT 6AD AND SET IN HE TOP OF INCHES.A CONC. POST PROJECT ENGINEER by sZ EAPPR. DATE ��\\�`�= 411 ELEVATION BASED UPON THE NGVD 29 DATUM U.S.G.S. BM. APPROVALS v NO. W897, ELEV.=1255.358. TO OBTAIN NAV88 ELEVATION, PAU . HUDDLESTON, JR. ADD 2.293 FEET, ELEV.=1257.651 PROFILE SCALES HQRIZ.: 1" = 40' 2 POTABLE WATER CONSTRUCTION NOTES -144 _ � - -- - 15 - - 40-- INSTALL 9' RESILIENT GATE VALVE -CLASS 200 (END STYLE PER CALLOUTS)STD. DWG. RW -30, RW -31 INSTALL 12" RESILIENT GATE VALVE -CLASS 150 (END STYLE PER CALLOUTS)STD. DWG. RW -30, RW -31 CONST. 6" RESIDENTIAL FIRE HYDRANT ASSEMBLY PER STD. DWG.'S RW -1, RW -8 INSTALL 1" AIR VAC & AIR RELEASE ASSEMBLY PER STD. DWG.'S RW -1, RW -9 �9 -- INSTALL 1" COPPER WATER SERVICE ASSEMBLY PER STD. DWG.'S RW -1, RW -13 11 INSTALL 12"X127X12" D.I. TEE (FLGxFLGxFLG) 12 INSTALL 12"X127X8" D.I. TEE (FLGxFLGxFLG) 6 €€ O 00 Lil tY Y C7 CD Ln CD + 00 awz + r 9 w 9, 00 ==7 UJI mQ 19 P°zz1.320� 7� r P=1321.0 RCWD POTABLE W.M. 12" PVC C900 DR 18 0 2 15+98.87 B.C. M.H. No. 35 27 P=1321.2 o� 0 C) LO LO -f- MO C3 8" SEWER �,� 14 VAR. N � SES SNE P=1320.6 $2`� 17'+61.07 Q FLOOD ROAD= 23 23 25+24.21 It EL CHIMISAL ROAD C.L. INT. TRACT �� ". ; 17 17+50.07 ti.a BNDY k `, 25+18. SWR X-ING 1 WTR. 5 `� BOT. WTR. 1308.17 �s TOP SWR. 1306.23 as a6 16+50.OQ 9 + 4 be 16 ? , li-,- 0A1 i - W Q 1 V I � � W QLd CN1M`SA � 14 R/W �, J < E�- SE� S-jEE Lq a_Xz in Lal I0I CL 17+50.07 FLOOD STREET i `- =25+35.21 EL CHIMISAL ROAD 20 1 7 INSTALL 12"x12"x12" TEE,(FxFxF P=1,321,0 P-.1329 O 2-12"RSGV FXRJ (W N 1-12" RSG ((FxF S INSTALL 12"x8" REDUCER(FxRJ)S 7.07 FLOOD ROAD= Rancho California Water District APPROVED FOR CONSTRUCTION: E NEER MANAGE DATE APPROVALS: ENGINEERING DATE CONTRACTS INSPECTION DATE OPERATIONS & MAINTEN NCE ATE SEAL -ENGINEER BENCHMARK: SEWER APPROVED BY: �� HUNSAxER & ASSOCIATES FD. STD. U.STAM D DISK SET .N THE TOP OF A CONC. EASTERN MUN CIPAL WATER DISTRICT eRpFESS/p�\ � I R V i N E I N c MONUMENT STAMPED 1955, 5.1 MI. N. ALONG A PAVED ROAD FROM THE MISSION SAN ANTONIO DE PALA, AT PALA, 6.1 MI. i�wo etFST �� ` INLAND EMPIRE REGION S. OF TEMECULA, AT THE SAN DIEGO -RIVERSIDE COUNTY � , 2900 ADAMS STREET, SUITE A-15 LINE, IN SAN DIEGO CO., 14' S. OF THE CO. LINE SIGN, /zo/4 a ml% RIVERSIDE CA 92504 (951)352-7200 29.5' W. OF THE CL OF THE ROAD, 17.5' S. OF THE CL OF CIVIL ENGINEER OF SUBDIVISIONS DATE NOg Cr. 58020 PLANNING ENGINEERING • SURVEYING ® GOVERNMENT RELATIONS A TRACT ROAD LEADING NW, 1.2' W. OF A FENCE LINE, 1.T INITIAL DATE j/ N. OF A WITNESS POST, ABOUT 4 1/5 FEET HIGHER THAN lll,�TF o ! v k1- ��,� PREPARED R.C.E. W. 58020 THE UP ABOUT 6AD AND SET IN HE TOP OF INCHES.A CONC. POST PROJECT ENGINEER by sZ EAPPR. DATE ��\\�`�= 411 ELEVATION BASED UPON THE NGVD 29 DATUM U.S.G.S. BM. APPROVALS v NO. W897, ELEV.=1255.358. TO OBTAIN NAV88 ELEVATION, PAU . HUDDLESTON, JR. ADD 2.293 FEET, ELEV.=1257.651 0 20 40 80 120 160 : 3 SCALE: 1 " = 40' �; (EMWD SPECMTION-SEWER ONLY)- SPEC. 13025-D RECYCLED RCWD 1481 PRESSURE ZONE POTABLE RCWD 1485 PRESSURE ZONE COUNTY OF RIVERSIDE I.D. U8 I.P. NO. 070091 / CFD 2013-64 I.P. NO. 166647 S.A. 34 TRACT No. 32627 W.O. 13-319 SEWER, WATER, & RECLAIMED WATER C.O. PLAN AND PROFILE COORD. 26-30 SHEET 10 OF 16 FLOOD STREET STA. 9+89.00 TO STA. 17+67.07 D- C5 4 O GA w PROFILE SCALES HQRIZ.: 1" = 40' VERT.: 1"= 4' POTABLE WATER CONSTRUCTION NOTES INSTALL 12" PVC C900 DR18(FOR DESIGN PRESSURE= 150 PSI) PVC PIPELINE PER STD. DWG. RW -22 40-- INSTALL 9' RESILIENT GATE VALVE -CLASS 200 (END STYLE PER CALLOUTS)STD. DWG. RW -30, RW -31 INSTALL 12" RESILIENT GATE VALVE -CLASS 150 (END STYLE PER CALLOUTS)STD. DWG. RW -30, RW -31 CONST. 6" RESIDENTIAL FIRE HYDRANT ASSEMBLY PER STD. DWG.'S RW -1, RW -8 INSTALL 1" AIR VAC & AIR RELEASE ASSEMBLY PER STD. DWG.'S RW -1, RW -9 �9 -- INSTALL 1" COPPER WATER SERVICE ASSEMBLY PER STD. DWG.'S RW -1, RW -13 11 INSTALL 12"X127X12" D.I. TEE (FLGxFLGxFLG) 12 INSTALL 12"X127X8" D.I. TEE (FLGxFLGxFLG) 15 INSTALL 12"X 8" Q.I. REDUCER (END STYLE PER CALLOUTS) 0 20 40 80 120 160 : 3 SCALE: 1 " = 40' �; (EMWD SPECMTION-SEWER ONLY)- SPEC. 13025-D RECYCLED RCWD 1481 PRESSURE ZONE POTABLE RCWD 1485 PRESSURE ZONE COUNTY OF RIVERSIDE I.D. U8 I.P. NO. 070091 / CFD 2013-64 I.P. NO. 166647 S.A. 34 TRACT No. 32627 W.O. 13-319 SEWER, WATER, & RECLAIMED WATER C.O. PLAN AND PROFILE COORD. 26-30 SHEET 10 OF 16 FLOOD STREET STA. 9+89.00 TO STA. 17+67.07 D- C5 4 O GA w MIM - 1 1 - - j- - t--- ----4- ------------ 10 11 12 13 41 42 43 44 45 46 PROFILE SCALES RECYCLE WATER DATA TABLE POTABLE WATER DATA TABLE HORIZ.: 1'= 40' n BEARING/DELTA RADIUS LENGTH TANGENT SIZE & TYPE BEARING/DELTA RADIUS LENGTH TANGENT SIZE & TYPE - VERT.: In = 4' N 57°19' 15" E 314.80' 8-0 PVC C900 -DR 14 15 N 34-16'19" W - 84.88' - 8"0 PVC 17900 -DR 18 POTABLE WATER CONSTRUCTION NOTES P=1342.2 25*44'06" 311.00, 139.69, 71.04' 8"0 PVC 0900-DR18 12+85.21 N 60'00'2,5" W 12.54' - 8"0 PVC C900-DR18 INSTALL 16' PVC C900 DR14(FOR DESIGN PRESSURE= 122 q TERMINUS CD, OPEN SPACE N 820,30'25" w 76.00' 1 8"0 PVC C900-OR18 175 PSI) PVC PIPELINE PER STD. DWG. RW -22 M.H. No. 41 0l "q 343.97' "0 PVC C900-DR14 INSTALL e PVC C900 DR18(FOR DESIGN PIRESSURE= (EMWD) SAUIEREI�EN COATED 16 N 57019'15" E J_ 16 150 PSI) PVC PIPELINE PER STD. DWG. RW -22 OD (END STYLE PER CALLOUTS)STD. DWG. RW -30, RW -31 ir SEWER 24 25 42+42.25 INSTALL 9' PER GATE VALVE -CLASS 200 Adn\i, � 6 0 1209.5 1210,5 BEGK-PVAM UCONSTRUMFN > x VAR. N/(� 13+22.54 INSTAL REfE TEMP. CLEANOUT AND JOIN, -30, RW -31 9 INSTALL 12" RESILIENT GATE VALVE -CLASS 150 PW 12" SEW (END STYLE PER CALLOUTS)STID. DWG. RW 6' F.H. PER RW -8 10+11.00 WTR. 1 -BLUE REFLECTIVE &4 Er SWR X-ING 1 f PER D-50712 CONST. 67 RESIDENTIAL FIRE HYDRANT ASSEMBLY BOT. WrR. 1311.80 PAVEMPT MARKER 16 + PER STD. DWG.'S RW -1, RW -8 TOP SWR. 1305.70 30 SEE SHEET 10 P= 1339.2 X -f F1 C -f �3169-7 �5 M 4 j INSTALL 1" AIR VAC & AIR RELEASE ASSEMBLY % -T , , RCWD`)RECYCLE W.M. 17 :2 -< z LLj " Q_ ,I,. - PER STD. DWG,'S RW -1, RW -9 P= 1320.0 1 (EMlIK"PROR; SWR/ 56 P= 'I 32510 22i W1, w C_> < z A nOl A ASSEMBLY 00 . 1 .1 13+1UM - X _1� 10. 18 -18 -.10 + C, 0 U-D'aultv INSTALL I kvrrr_n TIMILM SERVICE ___-44+07,.O6 14' NIT 0 LO 3;Z 1" A.V.ArA.R. C) ; 4 L , -9 0 PER STD. DWG,'S RW -1, RW -13 7 (D z I,� 3z + 12 INSTALL 12"X12"X8" D.I. TEE (FL6xFLGXFLG) T -I 4 M.H. No.1 LO 3� 04 UO \L + Ln �j 10 + + " >� , ii EX. C& G Uj, C:� �0 E: �PROP,,-UT`ILITY TR�NC + INSTALL REDUCED PRESSURE PRINCIPLE BACKFLOW 2 (-,Pf R TR. J1597 11 C-4 % 9 1 L .1 _ - -------------------------------- %w PREVENTION ASSEMBLY PER STD. DWG. RW -18 -------- ---- ------------- -------- ---- - -- ---- --- ...... ---------- ---- ----------- ---- 1 cb F INSTALL 22 1/2o D.I. ELBOW (SIZE PER PLAN) SHOULDER R (,'4 T. (END STYLE PER CALLOUTS) 9+94.00 MIDDLE GATE COURT= 14 _T 12+73.65 FLOOD ROAD TP 0 P= 1342.4 f AC BERM 111. TY TRENCH INSTALL WATER PIPELINE DEAD END HYDRANT o M.H. No. 34 1 31 7- - --- - --- SALIEKISEN COATED 4__ PER STD. DWG. RW -24A S _z L --A P=1319.4 'i 14Z# 4 Uj 2 26 INSTALL 4 O GUARD POSTS PER STD. RW-1A(TYP.1 OF 2) J F� La LLJ 10+00.00 t MIDDLE GATE COURT= - - - - - - - - LLJ 1JL_DER -1, RW -14 C L INT I Z 29 INSTALL I' COPPER WATER SERVICE ASSEMBLY 12+67.65 (k' FLOOD ROAD PER STD. DWG.'S RW < F RECYCLE WATER CONSTRUCTION NOTES .... .. .......... V _5 PER TRACT J15.97 _71 Ar A Ex. 16- PVC WU 1 4 0+11.00 MIDDLE GATE COURT- 110+70.1 13 R W� P= 1341.6 CL Id 14STALL 1;rxl INSTALL 6' PVC 0900 DR14(FOR DESIGN PRESSURE= 2+56.65 FLOOD STREET + -P 175 PSI) PVC PIPELINE PER STD. DWG. RW -22 Lj 0 ►INSTAL W.M. 2_1� RSGV(FxRJ 2"x8" TEE,(FxFxq 10+44.5 204 V) 6' F.H. PER RW- Lb < 8 RSGV(FxRJ S w "li<_ 2�1< ., If Li E8 0 t1019 LOTS WITH BACKWATER VALVE APPLICATION: F= 1 -BLUE REFLECTIVE TRACT)" -0--::-!:�,, DR14 u--'< TRACT Uj LOTS: 10, 12,16& 17. < BOUNDARY > 32 FLOOD STREET 9 cIj P900 OUNDARY %5 z P= 1318.9 SEE SHEET10 PAVEMENT MARKER 12 RCWD POTABLE W.M. J 0_0� M / I ., , Lj e.Ax C3 ±:3:z (D I-_ 11 P= 1337.0 43 -09 1 SEWER DATA TABLE < (g�) 10 P=1329.7 Er PVC C900 DR18 LL __j w cn C) C -i + TANGENT P= 1322.4 C, q (0,W ") .41 L- 116 El BEARINGIDEL TA RADIUS LENGTH 11, S/q 3 C) I-- - * r- jD - _j o LO u-) 0-3 04o25'1 7" 2000.00' 154.JJ' 77.20' E: + Lj X) + + _6)T /wATER QUALITY 84SIN z :� Uj I -- D !!3:z 41 Il\Pj\], 917-289-042 1,rU1\1C_f 02621 121 O_V2 1'50" 800.00, 130. 74' 65.52' :2 0 MIDDLE GATE COURT < 0 P] N 57°19' 15" E - 164.81, - N 57-19'1�� E 1.92.94' ry M w < NTE VERDE ROAD cb U -i Rancho California Water District 0 20 40 80 120 160 APPROVED FOR CONSTRUCTION: < low ncho Water SCALE: 1 40' FT ENEER MANAGER J DATE (DAWD SPECIFaTION-SEW MY)- SPEC. #1302S -D Rancho California Water District APPROVALS: z 42135 Winchester Road RECYCLED RCWD 1481 PRESSURE ZONE < 41%%� e Know what's Temecula, CA 92590 144:tt 0,7 (.4 laa_: A111 -h - POTABLE RCWD 1485 PRESSURE ZONE 1AW, -6900 Fax: -6860 ENGINEERING tOPER�� CTS t Phone: (951) 296 (951) 296 DATE 4� rt Call 811 before CONTRA o BENCHMARK. SEWER APPROVED BY: U8 0 SEAL-ENGIINEER COUNTY OF RIVERSIDE 0 0 NOTE: HUNSAKER & ASSOCIATES FD. STD. U.S.G.S. BR. DISK SET IN THE TOP OF A CONC. - S.X 34 C) I R V � N E I N C MONUMENT STAMPED 1955, 5.1 ML N. AL(qqG A PAVED ROAD EASTERN MUNICIPAL WATER DISTRICT I.P. NO. 070091 / CFD 2013-64 I.P. NO. 160047 L WORK CONTAINED WITHIN THESE PLANS IFESS/ FROM THE MISSION SAN ANTONIO DE PALA, AT PALA, 6.1 MI. W.O. 13-319 0 INLAND EMPIRE REGION TRACT No. 32627 SHALL NOT COMMENCE UNTIL AN olwt S. OF TEMECULA, AT THE SAN DIEGO -RIVERSIDE COUNTY C.O.AFI ENCROACHMENT PERMIT AND/OR A 2900 ADAMS STREET, SUITE A-15 LINE, IN SAN DIEGO CO., 14' S. OF THE CO. LINE SIGN, DATE •SEWER, WATER, & RECLAIMED WATER RIVERSIDE CA 92504 (951)352-7200 29.5' W. OF THE CL OF THE ROAD, 17.5' S. OF THE CL OF CIVIL I COORD. 2B-30 < GRADING PERMIT HAS BEEN ISSUED. NO. 58020 PLANNING -ENGINEERING -SURVEYING - GOVERNMENT RELATIONS A TRACT ROAD LEADING NW, 1.2' W. OF A FENCE LINE, 1.7' PLAN AND PROFILE INITIAL DATE N. OF A WITNESS POST, ABOUT 4 1/5 FELT HIGHER THAN SHEET 11 OF 16 THE ROAD AND SET IN THE TOP OF A CONC. POST PROJECT ENGINEER LAII51V o 7YF70-7 7 L.Lj Ld The private engineer signing these plans is responsible for �jj k, V PREPARE R.C.E. N�. 58020 PROJECT! M > assuring the accuracy and acceptability of the design hereon, NG UP ABOUT 6 INCHES. 0 P= MIDDLE GATE COURT - STA. 9+94.00 TO STA. 13+22.54 0 0 ck: 0 In the event of discrepancies arising after county approval or OF C&L\� ELEVATION BASED UPON THE NGVD 29 DATUM U.S.G.S. BIM. APPROVALS LLLJ Lij during construction, the private engineer shall be responsible No DESCRIPTION APPR. DATE 1\�\, -og ry 0- < r4�;,X NO. W897, ELEV.=1255.358. TO OBTAIN NAVW ELEVATION, MONTE VERDE ROAD - STA. 41+84.88 TO STA. 46+00.00 0 0- or_ for determining an acceptable solution or revising the plans ADD 2.293 FEET, ELEV.=1257.651 D - _j < n for approval by REVISIONS [PAUok HUDDLESTON, JR. IL I I AVLA _1w_F � vwx own om t r%LVVLJ c //9L r' - x i t2 7.. IN AL 41 n47+21.87 MONTE VER[ 92 Ili y. Mi _: , ' i i ,[ `" rs^a1111■�f,liiwirr--[,ey■ri11Yf,■N■�■�s T 2 3 4 5 __. . __ _.___ ....._. _..._... _.. _._... .....__._ ..__. ....... ......_... .._._ �_._ -_ - - - __ 47=- __ __ - - _ ._-_.-_ ___ ... ... _..__ . ..._ _.... _._... - ...._.__., .___._ ...__. _...._ .. - .. . .......... ............. -------- _. s-. ._..._,..._.. ... ___ ..___ .-.. ...._._ _ ........._ . _._. ......_... ___ .. .... _.._.. _. __ _- ___ _... ....__ ......._ ...ter._..._ _.. _.. .._ .. ._..._ ..__• _ _-.. �W__ "__ .__ � ... ... _.. ._.... _ ... -.�.. _.. ... _ ...�._.,,.. ,.. ..�_: 49 50, 51 52 53 54 ® 55 "� 66 1.57' B"C 1 4"CYLINDRIC�AL THICKNESS 66 66 �� M �, . 40 0o w � J� }0-62-2410-00/ r � o s� PIPE & FI INS rr � � �, o v �`�' � LaaN� ago �' �� Q I � r�� J � JJJJJ Z r�Pl�ly -ll ��J00J -9 o �0oa r 3 i .- w r- <t L �* N N o `1 -I c i w Q EX/ST. 18"CML&C RECYCLE � _..._....; z ;o a� y `a 6 41 0- d + > �4 � + o N cry m z z �-J� WATER PER RC -959 27+68.94 ALTREE Gun I ! ;k PROP. 12»SWR.EMWD) a © w ¢ -' z w tL a'� ¢ oho z c� w N �" w t - M r Q � -z =54+44.82 f) _ tY a_z M S 0 ONTE VERDE RD. PROP. � M.H. No. 2 . - t :' � d- � ;,, I- _.. .- oc 2fl � .- a- z E - 3470 I_....... I SAUEREISEN COATED I R 0a r s "' `� ��'" c°c�� z '`��- L`' n' , z z..,'�`�', '; e z > z , r z o PROP. 0"SWR. EMW[S t� w s - . a "� o i 9+59,95 EL CHIMISAL RD. PER D-53070 ._ 1 a ; s 0p ; : a, ,,, Q d! ` N ao - w c cp _...__..._,_._ ►� r I a „� PER D 53071 z w "') N ®� r7 0 + m + `` m --A \ . 18" RCW® %ECYCLE W.M. + w + _CL TEE &CONNECTION TO EX m..47+27.87 k o + n i '- a , X . a i v II "' M I rn a n o,;,: s az ; t�� xmo E --o �,`t,.'- - c�'<" �, `�' io`r ,v -CML&C PER DETAIL ON SHT. 16 O t - NTE VERDE ROAD _ r v t ,;, . o v ` ® n m + f + u-, U k � , \. �', C900 DR1. =27+76.94 ALTR E COURT - <.:,, _ _. t 1 .., / o ,, ., R r W t w I -4 ___ " , 31 .. ; ... � . _. � o` w _ _.; _ - ". ".. � \ �._ EX ST 2 PVC FORCE MAIN a n INSTALL 8x8 x6 . TEE s UNDERGROUND I I , ,. n,, ,a r' tL a ,, - - 14 N/... _ . n ;,� ; , , r i _ - - - SEWER LINES PER D-27957 _ -2-8 RSGV FXRJ W E UTILITY TRENCH I ( __ _ p „ `r - ' i`.' ABANDON IN PLACE.FILL WITH CDF 1-6' RSGV FxRJ;'' p ._._ OR CELLCRETE PER EMWD SPECS. - ---- ---- ----- -- r PVMT. SHOULDER `- _ +56.27 MONTE VERDE RD. 1 _ B 4Y =9+71.29 EL CHIMISAL RD. --�' %t l PROP. M.H. No. 5 ®AC BERM 4 N u �- - - - RELOC F.H. ! PER D 3071 48 49 �? 2 5(� `° 792 a 4 ', it 54+63.96 MONTE VERDE RD. _ _ a n - - _ - - EL CHIMISAL RD. `- - - - _�'- �..�.;r� =_A� BERM `. _ . _ � _ _ _ _ _ _ __._ PVMT. SHOULDER ' �` .r t \ _ t 9+78.98 -22+98.35 INSTALL � eE _ _ h 1 UTILITY TRENCH _ _ -__ , rt _ 0 ___ � EX. R/ �C€X. R , U t 6' F.H. PER RW 8 '•'. 47T63.815 / N % N J '� i �..._. t.[) N ;.;` ^ ;, ,, °' ,�� , !� e`� .r,_',-; j 1��1 `4 .. '�;}, - x �, 1 BLUE REFLECTIVE I- I( 7 l o Q r U z rn o k' o Q ,,, ' Q `� r ``.JJt' PAVEMENT MARKER `~ 6 F.H. & PVMT. �R �. cfl . z r w a �. Q 6+34.4 - r I r € I 11 MARKER + / + 1 a' > ¢® I n. z v x A 18 t 16"WTR. X-ING 4 -PVC ELEC ? P=1224.0 z uz'w `J 1T�.. a q z ` 2 J 2. Of 47+27.86 ®mr Lo -'d C ,n,,c .`-, . ,� I m , v 1 - I - i OT. LEC. 1215.83 18 18 16"WTR X-ING 6"RWT ® o �, J r` 4 Ad ?, - o ! w �, , z z 32 _EX/ST. 36'CML�C WATER n o >t �a OP 1212.08, n ��sl'_ =w ...e> �� _?,;o, N°i aw Nw® �� `� 3 PER RC 959 ,> > 56 BOT. WTR. 1212.89 fRCWD POTABLE W M r�, `' m ¢ � 1$ g� TOP RWT. 1211.95 .i + -� `...' z + `' z + ci + ac_, LL I ' �. Cis m o3 o R®P® 11 �n ALTREE COURT P-1223.0 �"' -® I �: CDw w„ ±r Q�NF "'.`<' zN� +� °°� �& r \ L d- N 47+21.86 1 PVC 0900 DR14 o Ln ro ua co n N + c i + I� Urn N A WATER QUALITY BASIN " , 1 6 0 «, 6 68.01 LF �" z ca _ I u, �, 10 N M w (, r r r �- SEE SHEET 5 16 WTR X-ING S' SWR ® C, d- 18"4+ STEEL CAST G 61 m 6 J "' x �' ' a L 54+40.78 MONTE VERDE RD. �r�r\C r , J BOT. WTR. 1212,76 1 S/� +F1 8 6 W 18 18 7 ¢ \- TOP SWR. 1208.14 _ m cn 1/4" THICK MIN. a � �$ o N <a- U o r r „ - ua ,� J r, o to 9+83.21 EL CHIMISAL RD. (FLGxFLGxFLG) 1 (RJxFLG) 6 13 1 (FLGxRJ) 5 6 (FLGxRJ) 12" P.V.C. MONTE VERDE ROAD do ALTREE COURT DETAIL N.T.S. NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. The private engineer signing these plans is responsible for assuring the accuracy and acceptability of the design hereon. In the event of discrepancies arising after county approval or during construction, the private engineer shall be responsible No for determining an acceptable solution or revising the plans for approval by �r �+ d n'rr� C1 J� PER EMWD SB -49 q 01 u' 6\r1 ], -9-17-2 J 04 � In 1 m N 1 1 `c ca CL &TEE CONNECTION TO EX. z 6 o N 2 114 019.71 n `p , z �? cv' `n 0l "' OPEN SPACE z 36 CML&C PER DETAIL ON E 6,311,168.73 N 2,114,129.86 n d" r - Li r P a SHT. 16 o z N 2,114,001.75 E 6,311,340.44 o C1`1 ii E 6,311,164.81 N cn z w z w c y 54+25.21 + w z w ± _ _j 2" A.V.&A.R. 250.87' - 16" CML&C 1 4» CYLINDRICAL THICKNESS �' LATERAL CONNECTION N 2,113,996.35 STEEL PIPE & FITTINGS N 2114,133.4 E 6,311,156.39 66 66 E 6,311,357.1 MONTE VERDE ROAD I ITM T11111T1 Rancho California Water District 42135 Winchester Road Temecula, CA 92590 Phone: (951) 296-6900 Fax: (951) 296-6860 DESCRIPTION REVISIONS Kancno uailtornia water District APPROVED FOR CONSTRUCTION: EN EER MANAGER DATE APPROVALS: 6,311 ❑ BEARING/DELTA RADIUS LENGTH . ® N 57019'15" E - 921,87' ,.27+62.94 ALTREE COURT ❑2 .._" -Ci ® N 57'19'15" E - 234.41' C.L IN ® 6 13 6r 47+04.86 MONTE VERDE CONST. 6 RESIDENTIAL FIRE HYDRANT ASSEMBLY 1- COURT =27+49.94 ALTRQo 5 D9 --- INSTALL 1" COPPER WATER SERVICE ASSEMBLY i PER STD. DWG.'S RW -1, RW -13 13 2�STA 16�' (FXRJ} 18 i _ 1 12" RSGV FxRJ S, END STYLE PER CALLOUTS ( ) N 11,12"(EVWD) PROP. SWR. PER STD. DWG. RW -1, RW -10 25 INSTALL H.D. COUPLING (SIZE PER PLAN) 26 q 11 PER D-53070 N CONST. 6" RESIDENTIAL FIRE HYDRANT ASSEMBLY s 4A6+C11 ®ou[7 1 R EEC961 i INSTALL 45° CML&C STEEL ELBOW (SIZE PER PLAN) 22B0-31592...7716 o r(e? 31 ------------- � � P-T0UL0 -.R ® 2TRACT LLI R INSTALL 1" AIR VAC & AIR RELEASE ASSEMBLY z 7 INSTALL RESTRAINED FLANGED COUPLING ADAPTOR BO NDARY W Iw W V) � LLJ 0 ¢ a C) LLI z Q o w ca ryLLI J M LLI v r� W oOf F- LL! n F- 17111 z o c O U 0O fn o Q O W j U w n CL Q >2 Lf d In_ r' - x i t2 7.. IN AL 41 n47+21.87 MONTE VER[ 92 Ili y. Mi _: , ' i i ,[ `" rs^a1111■�f,liiwirr--[,ey■ri11Yf,■N■�■�s T 2 3 4 5 __. . __ _.___ ....._. _..._... _.. _._... .....__._ ..__. ....... ......_... .._._ �_._ -_ - - - __ 47=- __ __ - - _ ._-_.-_ ___ ... ... _..__ . ..._ _.... _._... - ...._.__., .___._ ...__. _...._ .. - .. . .......... ............. -------- _. s-. ._..._,..._.. ... ___ ..___ .-.. ...._._ _ ........._ . _._. ......_... ___ .. .... _.._.. _. __ _- ___ _... ....__ ......._ ...ter._..._ _.. _.. .._ .. ._..._ ..__• _ _-.. �W__ "__ .__ � ... ... _.. ._.... _ ... -.�.. _.. ... _ ...�._.,,.. ,.. ..�_: 49 50, 51 52 53 54 ® 55 "� 66 1.57' B"C 1 4"CYLINDRIC�AL THICKNESS 66 66 �� M �, . 40 0o w � J� }0-62-2410-00/ r � o s� PIPE & FI INS rr � � �, o v �`�' � LaaN� ago �' �� Q I � r�� J � JJJJJ Z r�Pl�ly -ll ��J00J -9 o �0oa r 3 i .- w r- <t L �* N N o `1 -I c i w Q EX/ST. 18"CML&C RECYCLE � _..._....; z ;o a� y `a 6 41 0- d + > �4 � + o N cry m z z �-J� WATER PER RC -959 27+68.94 ALTREE Gun I ! ;k PROP. 12»SWR.EMWD) a © w ¢ -' z w tL a'� ¢ oho z c� w N �" w t - M r Q � -z =54+44.82 f) _ tY a_z M S 0 ONTE VERDE RD. PROP. � M.H. No. 2 . - t :' � d- � ;,, I- _.. .- oc 2fl � .- a- z E - 3470 I_....... I SAUEREISEN COATED I R 0a r s "' `� ��'" c°c�� z '`��- L`' n' , z z..,'�`�', '; e z > z , r z o PROP. 0"SWR. EMW[S t� w s - . a "� o i 9+59,95 EL CHIMISAL RD. PER D-53070 ._ 1 a ; s 0p ; : a, ,,, Q d! ` N ao - w c cp _...__..._,_._ ►� r I a „� PER D 53071 z w "') N ®� r7 0 + m + `` m --A \ . 18" RCW® %ECYCLE W.M. + w + _CL TEE &CONNECTION TO EX m..47+27.87 k o + n i '- a , X . a i v II "' M I rn a n o,;,: s az ; t�� xmo E --o �,`t,.'- - c�'<" �, `�' io`r ,v -CML&C PER DETAIL ON SHT. 16 O t - NTE VERDE ROAD _ r v t ,;, . o v ` ® n m + f + u-, U k � , \. �', C900 DR1. =27+76.94 ALTR E COURT - <.:,, _ _. t 1 .., / o ,, ., R r W t w I -4 ___ " , 31 .. ; ... � . _. � o` w _ _.; _ - ". ".. � \ �._ EX ST 2 PVC FORCE MAIN a n INSTALL 8x8 x6 . TEE s UNDERGROUND I I , ,. n,, ,a r' tL a ,, - - 14 N/... _ . n ;,� ; , , r i _ - - - SEWER LINES PER D-27957 _ -2-8 RSGV FXRJ W E UTILITY TRENCH I ( __ _ p „ `r - ' i`.' ABANDON IN PLACE.FILL WITH CDF 1-6' RSGV FxRJ;'' p ._._ OR CELLCRETE PER EMWD SPECS. - ---- ---- ----- -- r PVMT. SHOULDER `- _ +56.27 MONTE VERDE RD. 1 _ B 4Y =9+71.29 EL CHIMISAL RD. --�' %t l PROP. M.H. No. 5 ®AC BERM 4 N u �- - - - RELOC F.H. ! PER D 3071 48 49 �? 2 5(� `° 792 a 4 ', it 54+63.96 MONTE VERDE RD. _ _ a n - - _ - - EL CHIMISAL RD. `- - - - _�'- �..�.;r� =_A� BERM `. _ . _ � _ _ _ _ _ _ __._ PVMT. SHOULDER ' �` .r t \ _ t 9+78.98 -22+98.35 INSTALL � eE _ _ h 1 UTILITY TRENCH _ _ -__ , rt _ 0 ___ � EX. R/ �C€X. R , U t 6' F.H. PER RW 8 '•'. 47T63.815 / N % N J '� i �..._. t.[) N ;.;` ^ ;, ,, °' ,�� , !� e`� .r,_',-; j 1��1 `4 .. '�;}, - x �, 1 BLUE REFLECTIVE I- I( 7 l o Q r U z rn o k' o Q ,,, ' Q `� r ``.JJt' PAVEMENT MARKER `~ 6 F.H. & PVMT. �R �. cfl . z r w a �. Q 6+34.4 - r I r € I 11 MARKER + / + 1 a' > ¢® I n. z v x A 18 t 16"WTR. X-ING 4 -PVC ELEC ? P=1224.0 z uz'w `J 1T�.. a q z ` 2 J 2. Of 47+27.86 ®mr Lo -'d C ,n,,c .`-, . ,� I m , v 1 - I - i OT. LEC. 1215.83 18 18 16"WTR X-ING 6"RWT ® o �, J r` 4 Ad ?, - o ! w �, , z z 32 _EX/ST. 36'CML�C WATER n o >t �a OP 1212.08, n ��sl'_ =w ...e> �� _?,;o, N°i aw Nw® �� `� 3 PER RC 959 ,> > 56 BOT. WTR. 1212.89 fRCWD POTABLE W M r�, `' m ¢ � 1$ g� TOP RWT. 1211.95 .i + -� `...' z + `' z + ci + ac_, LL I ' �. Cis m o3 o R®P® 11 �n ALTREE COURT P-1223.0 �"' -® I �: CDw w„ ±r Q�NF "'.`<' zN� +� °°� �& r \ L d- N 47+21.86 1 PVC 0900 DR14 o Ln ro ua co n N + c i + I� Urn N A WATER QUALITY BASIN " , 1 6 0 «, 6 68.01 LF �" z ca _ I u, �, 10 N M w (, r r r �- SEE SHEET 5 16 WTR X-ING S' SWR ® C, d- 18"4+ STEEL CAST G 61 m 6 J "' x �' ' a L 54+40.78 MONTE VERDE RD. �r�r\C r , J BOT. WTR. 1212,76 1 S/� +F1 8 6 W 18 18 7 ¢ \- TOP SWR. 1208.14 _ m cn 1/4" THICK MIN. a � �$ o N <a- U o r r „ - ua ,� J r, o to 9+83.21 EL CHIMISAL RD. (FLGxFLGxFLG) 1 (RJxFLG) 6 13 1 (FLGxRJ) 5 6 (FLGxRJ) 12" P.V.C. MONTE VERDE ROAD do ALTREE COURT DETAIL N.T.S. NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. The private engineer signing these plans is responsible for assuring the accuracy and acceptability of the design hereon. In the event of discrepancies arising after county approval or during construction, the private engineer shall be responsible No for determining an acceptable solution or revising the plans for approval by �r �+ d n'rr� C1 J� PER EMWD SB -49 q 01 u' 6\r1 ], -9-17-2 J 04 � In 1 m N 1 1 `c ca CL &TEE CONNECTION TO EX. z 6 o N 2 114 019.71 n `p , z �? cv' `n 0l "' OPEN SPACE z 36 CML&C PER DETAIL ON E 6,311,168.73 N 2,114,129.86 n d" r - Li r P a SHT. 16 o z N 2,114,001.75 E 6,311,340.44 o C1`1 ii E 6,311,164.81 N cn z w z w c y 54+25.21 + w z w ± _ _j 2" A.V.&A.R. 250.87' - 16" CML&C 1 4» CYLINDRICAL THICKNESS �' LATERAL CONNECTION N 2,113,996.35 STEEL PIPE & FITTINGS N 2114,133.4 E 6,311,156.39 66 66 E 6,311,357.1 MONTE VERDE ROAD I ITM T11111T1 Rancho California Water District 42135 Winchester Road Temecula, CA 92590 Phone: (951) 296-6900 Fax: (951) 296-6860 DESCRIPTION REVISIONS Kancno uailtornia water District APPROVED FOR CONSTRUCTION: EN EER MANAGER DATE APPROVALS: 6,311 ❑ BEARING/DELTA RADIUS LENGTH . ® N 57019'15" E - 921,87' ,.27+62.94 ALTREE COURT ❑2 .._" I. =47+15.86 q MONTE VERDI ® N 57'19'15" E - 234.41' C.L IN ® 6 13 6r 47+04.86 MONTE VERDE CONST. 6 RESIDENTIAL FIRE HYDRANT ASSEMBLY 1- COURT =27+49.94 ALTRQo 5 D9 --- INSTALL 1" COPPER WATER SERVICE ASSEMBLY 1' INEE LBFV �W,E)EE' PER STD. DWG.'S RW -1, RW -13 13 2�STA 16�' (FXRJ} 18 i _ 1 12" RSGV FxRJ S, END STYLE PER CALLOUTS ( ) 1 11,12"(EVWD) PROP. SWR. PER STD. DWG. RW -1, RW -10 25 INSTALL H.D. COUPLING (SIZE PER PLAN) 26 q 11 PER D-53070 28 CONST. 6" RESIDENTIAL FIRE HYDRANT ASSEMBLY s 4A6+C11 ®ou[7 1 R EEC961 62 INSTALL 45° CML&C STEEL ELBOW (SIZE PER PLAN) 22B0-31592...7716 r(e? 31 ------------- 175 PSI) PVC PIPELINE PER STD. DWG. RW -22 � P-T0UL0 -.R ® 2TRACT PER STD. DWG.'S RW -1, RW -4 41 INSTALL 1" AIR VAC & AIR RELEASE ASSEMBLY PER STD. DWG.'S RW -1, RW -9 7 INSTALL RESTRAINED FLANGED COUPLING ADAPTOR BO NDARY W Iw W V) r' - x i t2 7.. IN AL 41 n47+21.87 MONTE VER[ 92 Ili y. Mi _: , ' i i ,[ `" rs^a1111■�f,liiwirr--[,ey■ri11Yf,■N■�■�s T 2 3 4 5 __. . __ _.___ ....._. _..._... _.. _._... .....__._ ..__. ....... ......_... .._._ �_._ -_ - - - __ 47=- __ __ - - _ ._-_.-_ ___ ... ... _..__ . ..._ _.... _._... - ...._.__., .___._ ...__. _...._ .. - .. . .......... ............. -------- _. s-. ._..._,..._.. ... ___ ..___ .-.. ...._._ _ ........._ . _._. ......_... ___ .. .... _.._.. _. __ _- ___ _... ....__ ......._ ...ter._..._ _.. _.. .._ .. ._..._ ..__• _ _-.. �W__ "__ .__ � ... ... _.. ._.... _ ... -.�.. _.. ... _ ...�._.,,.. ,.. ..�_: 49 50, 51 52 53 54 ® 55 "� 66 1.57' B"C 1 4"CYLINDRIC�AL THICKNESS 66 66 �� M �, . 40 0o w � J� }0-62-2410-00/ r � o s� PIPE & FI INS rr � � �, o v �`�' � LaaN� ago �' �� Q I � r�� J � JJJJJ Z r�Pl�ly -ll ��J00J -9 o �0oa r 3 i .- w r- <t L �* N N o `1 -I c i w Q EX/ST. 18"CML&C RECYCLE � _..._....; z ;o a� y `a 6 41 0- d + > �4 � + o N cry m z z �-J� WATER PER RC -959 27+68.94 ALTREE Gun I ! ;k PROP. 12»SWR.EMWD) a © w ¢ -' z w tL a'� ¢ oho z c� w N �" w t - M r Q � -z =54+44.82 f) _ tY a_z M S 0 ONTE VERDE RD. PROP. � M.H. No. 2 . - t :' � d- � ;,, I- _.. .- oc 2fl � .- a- z E - 3470 I_....... I SAUEREISEN COATED I R 0a r s "' `� ��'" c°c�� z '`��- L`' n' , z z..,'�`�', '; e z > z , r z o PROP. 0"SWR. EMW[S t� w s - . a "� o i 9+59,95 EL CHIMISAL RD. PER D-53070 ._ 1 a ; s 0p ; : a, ,,, Q d! ` N ao - w c cp _...__..._,_._ ►� r I a „� PER D 53071 z w "') N ®� r7 0 + m + `` m --A \ . 18" RCW® %ECYCLE W.M. + w + _CL TEE &CONNECTION TO EX m..47+27.87 k o + n i '- a , X . a i v II "' M I rn a n o,;,: s az ; t�� xmo E --o �,`t,.'- - c�'<" �, `�' io`r ,v -CML&C PER DETAIL ON SHT. 16 O t - NTE VERDE ROAD _ r v t ,;, . o v ` ® n m + f + u-, U k � , \. �', C900 DR1. =27+76.94 ALTR E COURT - <.:,, _ _. t 1 .., / o ,, ., R r W t w I -4 ___ " , 31 .. ; ... � . _. � o` w _ _.; _ - ". ".. � \ �._ EX ST 2 PVC FORCE MAIN a n INSTALL 8x8 x6 . TEE s UNDERGROUND I I , ,. n,, ,a r' tL a ,, - - 14 N/... _ . n ;,� ; , , r i _ - - - SEWER LINES PER D-27957 _ -2-8 RSGV FXRJ W E UTILITY TRENCH I ( __ _ p „ `r - ' i`.' ABANDON IN PLACE.FILL WITH CDF 1-6' RSGV FxRJ;'' p ._._ OR CELLCRETE PER EMWD SPECS. - ---- ---- ----- -- r PVMT. SHOULDER `- _ +56.27 MONTE VERDE RD. 1 _ B 4Y =9+71.29 EL CHIMISAL RD. --�' %t l PROP. M.H. No. 5 ®AC BERM 4 N u �- - - - RELOC F.H. ! PER D 3071 48 49 �? 2 5(� `° 792 a 4 ', it 54+63.96 MONTE VERDE RD. _ _ a n - - _ - - EL CHIMISAL RD. `- - - - _�'- �..�.;r� =_A� BERM `. _ . _ � _ _ _ _ _ _ __._ PVMT. SHOULDER ' �` .r t \ _ t 9+78.98 -22+98.35 INSTALL � eE _ _ h 1 UTILITY TRENCH _ _ -__ , rt _ 0 ___ � EX. R/ �C€X. R , U t 6' F.H. PER RW 8 '•'. 47T63.815 / N % N J '� i �..._. t.[) N ;.;` ^ ;, ,, °' ,�� , !� e`� .r,_',-; j 1��1 `4 .. '�;}, - x �, 1 BLUE REFLECTIVE I- I( 7 l o Q r U z rn o k' o Q ,,, ' Q `� r ``.JJt' PAVEMENT MARKER `~ 6 F.H. & PVMT. �R �. cfl . z r w a �. Q 6+34.4 - r I r € I 11 MARKER + / + 1 a' > ¢® I n. z v x A 18 t 16"WTR. X-ING 4 -PVC ELEC ? P=1224.0 z uz'w `J 1T�.. a q z ` 2 J 2. Of 47+27.86 ®mr Lo -'d C ,n,,c .`-, . ,� I m , v 1 - I - i OT. LEC. 1215.83 18 18 16"WTR X-ING 6"RWT ® o �, J r` 4 Ad ?, - o ! w �, , z z 32 _EX/ST. 36'CML�C WATER n o >t �a OP 1212.08, n ��sl'_ =w ...e> �� _?,;o, N°i aw Nw® �� `� 3 PER RC 959 ,> > 56 BOT. WTR. 1212.89 fRCWD POTABLE W M r�, `' m ¢ � 1$ g� TOP RWT. 1211.95 .i + -� `...' z + `' z + ci + ac_, LL I ' �. Cis m o3 o R®P® 11 �n ALTREE COURT P-1223.0 �"' -® I �: CDw w„ ±r Q�NF "'.`<' zN� +� °°� �& r \ L d- N 47+21.86 1 PVC 0900 DR14 o Ln ro ua co n N + c i + I� Urn N A WATER QUALITY BASIN " , 1 6 0 «, 6 68.01 LF �" z ca _ I u, �, 10 N M w (, r r r �- SEE SHEET 5 16 WTR X-ING S' SWR ® C, d- 18"4+ STEEL CAST G 61 m 6 J "' x �' ' a L 54+40.78 MONTE VERDE RD. �r�r\C r , J BOT. WTR. 1212,76 1 S/� +F1 8 6 W 18 18 7 ¢ \- TOP SWR. 1208.14 _ m cn 1/4" THICK MIN. a � �$ o N <a- U o r r „ - ua ,� J r, o to 9+83.21 EL CHIMISAL RD. (FLGxFLGxFLG) 1 (RJxFLG) 6 13 1 (FLGxRJ) 5 6 (FLGxRJ) 12" P.V.C. MONTE VERDE ROAD do ALTREE COURT DETAIL N.T.S. NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. The private engineer signing these plans is responsible for assuring the accuracy and acceptability of the design hereon. In the event of discrepancies arising after county approval or during construction, the private engineer shall be responsible No for determining an acceptable solution or revising the plans for approval by �r �+ d n'rr� C1 J� PER EMWD SB -49 q 01 u' 6\r1 ], -9-17-2 J 04 � In 1 m N 1 1 `c ca CL &TEE CONNECTION TO EX. z 6 o N 2 114 019.71 n `p , z �? cv' `n 0l "' OPEN SPACE z 36 CML&C PER DETAIL ON E 6,311,168.73 N 2,114,129.86 n d" r - Li r P a SHT. 16 o z N 2,114,001.75 E 6,311,340.44 o C1`1 ii E 6,311,164.81 N cn z w z w c y 54+25.21 + w z w ± _ _j 2" A.V.&A.R. 250.87' - 16" CML&C 1 4» CYLINDRICAL THICKNESS �' LATERAL CONNECTION N 2,113,996.35 STEEL PIPE & FITTINGS N 2114,133.4 E 6,311,156.39 66 66 E 6,311,357.1 MONTE VERDE ROAD I ITM T11111T1 Rancho California Water District 42135 Winchester Road Temecula, CA 92590 Phone: (951) 296-6900 Fax: (951) 296-6860 DESCRIPTION REVISIONS Kancno uailtornia water District APPROVED FOR CONSTRUCTION: EN EER MANAGER DATE APPROVALS: 6,311 ❑ BEARING/DELTA RADIUS LENGTH TANGENT ® N 57019'15" E - 921,87' - ❑2 N 57 719'15" E - 250.00' - ® N 57'19'15" E - 234.41' - ® N 5r19'15" E - 250,00' - EN EERING DATE CONTRACTS & INSPECTION DATE OPERATIONS & MAINTE ANCE ATE SEAL -ENGINEER BENCHMARK: /� i' SEWER APPROVED BY: n 1IUI`TSAKEIL & ASSOCIATES FD. STD. U.STAM BR. DISK SET IN THE TOP OF A CONC. EASTERN MUNICIPAL V11/1TER DISTRICT F-qs`� �j QROFESSipN9\\� ' I R v I N E I N c MONUMENT STAMPED 1955, ON MI. N. ALONG A A PAVED ROAD O ` INLAND EMPIRE REGION FROM THE MISSION SAN ANTONIO DE PAVE, I PAIR, 6.1 MI. S. OF TEMECULA, AT THE SAN DIEGO -RIVERSIDE COUNTY4 Y 2900 ADAMS STREET, SUITE A-15 LINE, IN SAN DIEGO CO., 14' S. OF THE CO. LINE SIGN, ° 9+® CO z R{VERSIDE CA 92504 (951)352-7200 29.5' W. OF THE CL OF THE ROAD, 17.5' S. OF THE CL OF CIVIL ENGINEER OF SUBDIVISIONS DATE NO. 58020 PLANNING ENGINEERING ®SURVEYING GOVERNMENT RELATIONS A TRACT ROAD LEADING NW, 1.2' W. OF A FENCE UNE, 1.7' INITIAL DATE j N. OF A WITNESS POST, ABOUT 4 1/5 FELT HIGHER THAN PREPARED THE ROAD AND SET IN THE TOP OF A CONC. POST PROJECT ENGINEER R.C.E. NO. 5 020 PROJECTING UP ABOUT 6 INCHES. APPROVALS APPR. DATE ��`�� ELEVATION BASED UPON THE NGVD 29 DATUM U.S.G.S. BM. APPROVALS RLJ V /1 NO. W897, ELEV.=1255.358. TO OBTAIN NAV88 ELEVATION, PA R. HUDDLESTON, JR. ADD 2.293 FEET, ELEV.=1257.651 • 20 •0 0 120 160 SCALE: 1 40' 1 O - ® 1 r RECYCLED ■ 1481 PRESSURE ZONE POTABLE RCWD a ZONE _: COUNTY OF RIVERSIDE I' TRACT s • 32627 SEWER, WATER, i a RECLAIMED WATERPLAN AND PROFILE COORD. 2B-30 SHEET 12 OF16 MONTE VERDE ROAD STA e • ®0 TO , 4 PROFILE SCALES HORIZ.. 1" = 40' VERT,: 1" = 4' POTABLE WATER CONSTRUCTION NOTES INSTALL 16" PVC C900 DR14(FOR DESIGN PRESSURE= 175 PSI) PVC PIPELINE PER STD. DWG. RW -22 - INSTALL 127 RESILIENT WEDGE GATE VALVE -CLASS 150 (END STYLE PER CALLOUTS)STD. DWG. RW -30, RW -31 -- INSTALL 16" BUTTERFLY VALVE -CLASS 250 (END STYLE PER CALLOUTS)STD. DWG. RW -30, RW -31 7 CONST. 6 RESIDENTIAL FIRE HYDRANT ASSEMBLY PER STD. DWG.'S RW -1, RW -8 D9 --- INSTALL 1" COPPER WATER SERVICE ASSEMBLY PER STD. DWG.'S RW -1, RW -13 13 INSTALL 16"X16'X12" D.I. TEE (FLGxFLGxFLG) 18 0 pNSTALL 22 11Z D.I. ELBOW SIZE PER PLAN ( ) END STYLE PER CALLOUTS ( ) 22 INSTALL 2" AIR VAC & AIR RELEASE ASSEMBLY PER STD. DWG. RW -1, RW -10 25 INSTALL H.D. COUPLING (SIZE PER PLAN) 26 INSTALL eO GUARD POSTS PER STD. RW-1A(TYP.1 OF 2) 28 CONST. 6" RESIDENTIAL FIRE HYDRANT ASSEMBLY PER STD. DWG.'S RW -1, RW -7 53 INSTALL 16" CML&C, 1/4" STEEL (FOR DESIGN PRESSURE=200 PSI) PER STD. DWG. RW -25 62 INSTALL 45° CML&C STEEL ELBOW (SIZE PER PLAN) (FLGxFLG) PER STD. DWG. RW -29 RECYCLE WATER CONSTRUCTION NOTES 31 INSTALL S" PVC 0900 DR14(FOR DESIGN PRESSURE= 175 PSI) PVC PIPELINE PER STD. DWG. RW -22 40 INSTALL 6" UNDERGROUND BLOW -OFF ASSEMBLY PER STD. DWG.'S RW -1, RW -4 41 INSTALL 1" AIR VAC & AIR RELEASE ASSEMBLY PER STD. DWG.'S RW -1, RW -9 66 INSTALL RESTRAINED FLANGED COUPLING ADAPTOR (SIZE PER PLAN) • 20 •0 0 120 160 SCALE: 1 40' 1 O - ® 1 r RECYCLED ■ 1481 PRESSURE ZONE POTABLE RCWD a ZONE _: COUNTY OF RIVERSIDE I' TRACT s • 32627 SEWER, WATER, i a RECLAIMED WATERPLAN AND PROFILE COORD. 2B-30 SHEET 12 OF16 MONTE VERDE ROAD STA e • ®0 TO , 4 ` r I*- 11+UZ.Df 14LtL LMItMIZAL rcuHu nVrNIz,.. I - 1tv �` C L INT. _eX. i o RCS s. PER VERT.: 1'= 4' TRA67 29473 DW6, 7-391 \ �7 cx. 8"o Pv, 0-900 WATER rGf41 PER TRACT 2Y471-1, PEk 1?C-g35 16+76.39 BAYSTONE STREET POTABLE WATER CONSTRUCTION NATES EL CHIMfSAL ROAD � ��_��- / /J-= • INSTALL 8 PVC 0944 DR18(FOR DESIGN PRESSURE= - f_B .2 RADIUS C) z v � N 89°26'05" E N 89026'05" E 131.50' - 8"0 PVC 0900 -DR 18 ❑2 46°11 '38" 36!,001 291.05' 153.96' 8"0 PVC 0900 -DR 18 3 N 43°14'28" E - 119.88' 1 - 8"0 PVC C900-DR18 Q LLj 0 - 8"0 PVC C900 -DR 18 4% lka ®j{�S`t F= - ry - °'< Temecula, CA 92590 a O ry ik V ENGINEERING DATE CONTRACTS & INSPECTION DATE OPERATIONS & MAINTE NCE DATE fv F- 0 LLJ ry I,[ m LJ o c:7 r` C) � LLJ 0 U 0CD z Q '> (D U 0a ami E 3 w � a Cl) Q a ®V) C� o W OLL ¢ or- c� C.L. INT. N 2,113,593.30 E 6,311,700.64 FUTURE VIA PASCAL TRACT � 1 BIN Y > oz._ Q c� 6 Q P=:i25 9 I TRACT BNDY. 11+5108 =10+11.00 BASSETT STREET INSTALL 8"x8x8"TEE,(FxFxF) 3-8" RSGV (FxRJ)(W,E,S) 11+64.08 C BAYSTONE STREET= 10+00.00 BASSETT STREET C.L. INT. 8' WTR X-ING 42" RCP I 9+94.W LiAtiZSt11 Jtt<ttl BOT, WTR. 1246.09 q M.H. No. 30 TOP S.D. 1244.95 SAUEREISEN COATED 59 60 E 9 252,9 I P- ; 755.5 , I i 159..1 „ . W' 11+14,61 INSTALL 6" F.H. PER RW -24A 1 -BLUE REFLECTIVE PAVEMENT MARKER 11+17.07 END 8" MAIN BASSET N -i- UD cy CD 90 tN I �R/W v R t 64,C BW 7 �3 f-'_ , 1609.2 O\" 56 f_B .2 RADIUS LENGTH z SIZE & TYPE � N 89°26'05" E 7 �3 f-'_ , 1609.2 O\" 56 f_B .2 RADIUS 7� X � 3,/ O� F +93.07 x i f M.H. No.33 4 / f >'" d " `r 13 . 3+02.6 9 o g ( 12+15.98 INSTAL 1 BLUE REFLECTIVE 13_+50.66 INSTALL ® 6 F.H. PER RW -8 6 F.H. PER RW -8 a r ;1 PAVEMENT MARKER 1 -BLUE REFLECTIVE 2 TQC 181811+70.08 8"WTPAVEMEVT MARKER I BW 56 -1 R. X-ING 8 SWR. BW STREET, SEE SHEET BOT. TOP SWSWR. 1247,12 R. 1244.15 Rancho California Water District APPROVED FOR CONSTRUCTION: Rancho Watv'!r ENrAIEEQ UANAGERJ DATE / 3 = Ex. 36 x36 x8 STEEL TEE TO BE 150 PSI) PVC PIPELINE PER STD. DWG. RW -22 REPLACE W/ .36" x36" x8" x8" STEEL s GROSS PER DETAIL ON SHT. 16 4-- INSTALL 8" RESILIENT WEDGE GATE VALVE -CLASS 200 (END STYLE PER CALLOUTS)STD. DWG. RW -30, RW -31 j Tr rX.3610 C��Lc�C POTABLE RC -,959 ---- CONST. 6" RESIDENTIAL FIRE HYDRANT ASSEMBLY PER STD. DWG.'S RW -1, RW -8 i G` _ Ex. 18"0 Ck9L&G REC/J!P9FG INSTALL 1" AIR VAC & AIR RELEASE ASSEMBLY PEh' -.25.4 - �?/4TER PER STD. DWG.'S RW -1, RW -9 INSTALL 1" COPPER WATER SERVICE ASSEMBLY sr�J PER STD. DWG.'S RW -1, RW -13 c� 16+60.22 INSTALL 60 66 10 INSTALL 8" X8" X8" D.I. TEE (FLGxFLGxFLG) -11.25° BEND FxF \ 17 INSTALL 11 1/4° D.I. ELBOW (SIZE PER PLAN) �� \\ 16+50.63 INSTALL (END STYLE PER CALLOUTS) 8"-11.25° BEND(RJxRU) � 23 5..V^- INSTALL WATER DVv`G. RW -24A 24A DEAD END HYDRANT PER /15+80.39 INSTALL 16+42.89 EL CHIMtSAL ROAD NE STREET= 60 INSTALL 11-1 /4° CML&C STEEL ELBOW(SIZE PER PLAN) 1" A.V. & A.R. 16+96.57 EL CH 1 15+75.39 INSTALL - PROP. � M.H. No. 8 (FLGxFLG) PER STD. DWG. RW -29 • - _ C7) WO MANHOLE 66 INSTALL RESTRAINED FLANGED COUPLING ADAPTOR �Sx 16 BLUE REFLECTIVE WPER D-53072 s(SIZE PER PLAN} PAVEMENT MARKER 5 516+30.89 8" WTR X-ING 64" RCP BOT WTR. 1264.19 LATS WITH BACKWATER VALUE APPLICATI N: 9 TOP S.D. 1262.31 LOTS: 51,52,53,58. IT i; j .� , Rancho California Vater District BEARING/DELTA RADIUS LENGTH TANGENT SIZE & TYPE Q N 89°26'05" E N 89026'05" E 131.50' - 8"0 PVC 0900 -DR 18 ❑2 46°11 '38" 36!,001 291.05' 153.96' 8"0 PVC 0900 -DR 18 3 N 43°14'28" E - 119.88' 1 - 8"0 PVC C900-DR18 Q N 55°00'51 " 4Y9.79' - - 8"0 PVC C900 -DR 18 4% lka ®j{�S`t N 43°14'28" E - 18.17' - 8`0 CML&C,1 14"STEEL PIPE Rancho California Vater District UA 1A 1!- ULt �I BEARINGIDELTA RADIUS LENGTH TANGENT N 89026'05" E - 74.00' - ❑2 N 89026'05" E - 11.5.62' - APPROVAL05 s: 23°15'092" 500.00' 202.92' 102.88' ® N 43°1428" E - 105.31' - 42135 Winchester Road 4% lka ®j{�S`t Temecula, CA 92590 Ph (951) 296-6900 Fax: (951} 296-6860 ENGINEERING DATE CONTRACTS & INSPECTION DATE OPERATIONS & MAINTE NCE DATE wail W t 1l7mula Y wig, One. REVISED THIS SHEET TO NON -CFD SEAL -ENGINEER BENCHMARK: NOTE'. TI U N SAKE R & ASSOCIATES FD. STD. U.S.G.S. BR, DISK SET IN THE TOP OF A CONC. ��\ 1 R v I N E I N c MONUMENT STAMPED 1955, 5.1 MI, N. ALONG A PAVED ROA€ WORK CONTAINED WITHIN THESE PLANS �wo� ceS��lZt ® INLAND EMPIRE REGION FROM THE MISSION T ANTONIO DE PALE, I PALE, TY MI. SHALL NOT COMMENCE UNTIL AN - S. OF TEMECULA AT THE SAN DIEGO- RIVERSIDE COUNTY ENCROACHMENT PERMIT AND/OR A��( 2900 ADAMS STREET, SUITE A i5 LINE, IN SAN DIEGO CO., 14' S. OF 1'HE CO. LINE SIGN, GRADING PERMIT HAS BEEN ISSUED. f Q z l RIVERSIDE CA 92504 "951)352-7200 29.5' W. OF THE CL OF THE ROAD, 17.5' S. OF THE CL OF Y �- NO. 58020 m� PLANNING ENGINEERING • SURVEYING • GOVERNMENT RELATIONS A TRACT ROAD LEADING NW, 1.2' W. OF A FENCE LINE, 1.7' a '•' jj ___ N. OF A WITNESS POST, ABOUT 4 1/5 FEEL' HIGHER THAN The private engineer signing these plans is responsible for �i( � Y - THE ROAD AND SET IN THE TOP OF A CONC. POST 1 sy\�`e/� PREPARED Y" R.C.E. NO. 58020 PROJECTING UP ABOUT 6 INCHES. assuring the accuracy and acceptability of the design hereon. TF` V ap fes/ / _ in the event of discrepancies arising after county approval or �� ar eAL�F_ ELEVATION BASED UPON THE NGVD 29 DATUM U.S.G.S. 8M. during construction, the private engineer shall be responsible No DESCRIPTION APPR. DATE \\�t�� NO. W897, ELEV.=1255.358, TO OBTAIN NAV88 ELEVATION, for determining an acceptable solution or revising the plans REVISIONS ADD 2.293 FEET, ELEV.=1257.651 for approval by PA HUDDLES ON, JR. i SEWER APPROVED BY: 12 5f:WbK UA 1A 1!- ULt �I BEARINGIDELTA RADIUS LENGTH TANGENT N 89026'05" E - 74.00' - ❑2 N 89026'05" E - 11.5.62' - 23°15'092" 500.00' 202.92' 102.88' ® N 43°1428" E - 105.31' - SHEET 13 OF 16 1 F11111 IN l IST. C.L. INT. 0 ZotWtK <7 2947-3-1 JWMA 15 1z E/I& 23 zz �z 25+18.21 EL CHIMISAL ROAD- pnr 18-CAC&C ARFM=rz I cy lij 1 21 _I ho 17+67.07 FLOOD ROAD 123 7- 22+72.07 EL CHIMISAL-ROAD M H. No. 36 P 1\1, P 1, 3 2 3,5 =59+00.87 FLOOD STREET &UgREISEN COATED S , I '�: a 68-z,' -]-( _4* 36" M FF F a � LINEAR PARK 25+18.21 28 21.1 SEWER DI T.4 UBLE 0 BEARING/DELTA RADIUS LENGTH TANGENT _Y 14049'12" 550.00' 142.26' 71.53' 2eO5'10" 30600' 150.00, 1 76.54' 150 PSI) PVC PIPELINE PER STD. DWG. RW -22 18030'54' 500.00, 161,57' 1 81.50' cn CONST. 6" RESIDENTIAL FIRE HYDRANT ASSEMBLY PER STD. DWG. RW -1, RW -8 C"I PER STD. DWG. RW -1, RW -9 INSTALL 1" COPPER WATER SERVICE ASSEMBLY (D CNI PER STD. DWG. RW -1, RW -13 11 INSTALL 12"X127X12" D.I. TEE (FLGxFLGxFLG) 15 In 16 INSTALL HOT -TAPPING SADDLE(SIZE NOTED ON PLANS) PER STD. DWG. RW -28 20 INSTALL 900 D.I. ELBOW (SIZE PER PLAN) (END STYLE PER CALLOUTS) 23 (1) L.Li 150 PSI) PVC PIPELINE PER STD. DWG. RW -24A INSTALL STEEL CASING FOR STEEL OF PVC PIPE -C z (9 INSTALL H.D. COUPLING (SIZE PER PLAN) < 0 LOTS: 22,23. POTABLE WATER DATA TABLE LLJ 21 22 23 24 25 26 27 1wCK&C fflMPDP&z-M_9 - -----"21 /9V PL4CE 5 8( 0� * 55. 25+24.21 12� EL CHIMISAL RQAD= 17=�61 07 (1- n 10D PfAD-- (EMWD) < U1 - z 0 V) (io F- < %3 < C) z 1: V) < 17- eye 5 LAj M V) 6j _j n, 1Z Z) '75; 0 < 0 �2 La F'i X LLJ _j 66 3 MAN I mm. � ., ,StO 7.eilS'iiLlLll:E 3,�3 "3: ,. o 'fes ��®'. _j IL _....:_ _ 0 .fir i 06 Q) 0 z✓ 0 LL_ z o 0 0 0 V) V) LLJ LJ 0 111 0 n- n CL < ft� < 12L IST. C.L. INT. 0 ZotWtK <7 2947-3-1 JWMA 15 1z E/I& 23 zz �z 25+18.21 EL CHIMISAL ROAD- pnr 18-CAC&C ARFM=rz I cy lij 1 21 _I ho 17+67.07 FLOOD ROAD 123 7- 22+72.07 EL CHIMISAL-ROAD M H. No. 36 P 1\1, P 1, 3 2 3,5 =59+00.87 FLOOD STREET &UgREISEN COATED S , I '�: a 68-z,' -]-( _4* 36" M FF F a � LINEAR PARK 25+18.21 28 21.1 SEWER DI T.4 UBLE 0 BEARING/DELTA RADIUS LENGTH TANGENT M 14049'12" 550.00' 142.26' 71.53' 2eO5'10" 30600' 150.00, 1 76.54' 150 PSI) PVC PIPELINE PER STD. DWG. RW -22 18030'54' 500.00, 161,57' 1 81.50' CONST. 6" RESIDENTIAL FIRE HYDRANT ASSEMBLY PER STD. DWG. RW -1, RW -8 INSTALL 1" AIR VAC & AIR RELEASE ASSEMBLY PER STD. DWG. RW -1, RW -9 INSTALL 1" COPPER WATER SERVICE ASSEMBLY PER STD. DWG. RW -1, RW -13 11 INSTALL 12"X127X12" D.I. TEE (FLGxFLGxFLG) 15 INSTALL 12"X 8" D.I. REDUCER (FLGxRJ) 16 INSTALL HOT -TAPPING SADDLE(SIZE NOTED ON PLANS) PER STD. DWG. RW -28 20 INSTALL 900 D.I. ELBOW (SIZE PER PLAN) (END STYLE PER CALLOUTS) 23 INSTALL WATER PIPELINE DEAD END HYDRANT 150 PSI) PVC PIPELINE PER STD. DWG. RW -24A INSTALL STEEL CASING FOR STEEL OF PVC PIPE (SIZE NOTED ON PLANS)PER STD. DWG. RW -23 (9 INSTALL H.D. COUPLING (SIZE PER PLAN) LOTS WITH MQKAA-TEE VALVE APPLICATION: LOTS: 22,23. POTABLE WATER DATA TABLE 21 22 23 24 25 26 27 1wCK&C fflMPDP&z-M_9 - -----"21 /9V PL4CE 5 8( 0� * 55. 25+24.21 12� EL CHIMISAL RQAD= 17=�61 07 (1- n 10D PfAD-- (EMWD) eye 3 MAN I mm. � ., ,StO 7.eilS'iiLlLll:E 3,�3 "3: ,. o 'fes ��®'. _....:_ _ � .fir i IST. C.L. INT. 0 ZotWtK <7 2947-3-1 JWMA 15 1z E/I& 23 zz �z 25+18.21 EL CHIMISAL ROAD- pnr 18-CAC&C ARFM=rz I cy lij 1 21 _I ho 17+67.07 FLOOD ROAD 123 7- 22+72.07 EL CHIMISAL-ROAD M H. No. 36 P 1\1, P 1, 3 2 3,5 =59+00.87 FLOOD STREET &UgREISEN COATED S , I '�: a 68-z,' -]-( _4* 36" M FF F a � LINEAR PARK 25+18.21 28 21.1 SEWER DI T.4 UBLE 0 BEARING/DELTA RADIUS LENGTH TANGENT M 14049'12" 550.00' 142.26' 71.53' 2eO5'10" 30600' 150.00, 1 76.54' 150 PSI) PVC PIPELINE PER STD. DWG. RW -22 18030'54' 500.00, 161,57' 1 81.50' CONST. 6" RESIDENTIAL FIRE HYDRANT ASSEMBLY PER STD. DWG. RW -1, RW -8 INSTALL 1" AIR VAC & AIR RELEASE ASSEMBLY PER STD. DWG. RW -1, RW -9 INSTALL 1" COPPER WATER SERVICE ASSEMBLY PER STD. DWG. RW -1, RW -13 11 INSTALL 12"X127X12" D.I. TEE (FLGxFLGxFLG) 15 INSTALL 12"X 8" D.I. REDUCER (FLGxRJ) 16 INSTALL HOT -TAPPING SADDLE(SIZE NOTED ON PLANS) PER STD. DWG. RW -28 20 INSTALL 900 D.I. ELBOW (SIZE PER PLAN) (END STYLE PER CALLOUTS) 23 INSTALL WATER PIPELINE DEAD END HYDRANT 150 PSI) PVC PIPELINE PER STD. DWG. RW -24A INSTALL STEEL CASING FOR STEEL OF PVC PIPE (SIZE NOTED ON PLANS)PER STD. DWG. RW -23 (9 INSTALL H.D. COUPLING (SIZE PER PLAN) LOTS WITH MQKAA-TEE VALVE APPLICATION: LOTS: 22,23. POTABLE WATER DATA TABLE 21 22 23 24 25 26 27 1wCK&C fflMPDP&z-M_9 - -----"21 /9V PL4CE 5 8( 0� * 55. 25+24.21 12� EL CHIMISAL RQAD= 17=�61 07 (1- n 10D PfAD-- (EMWD) 3 MAN I mm. � ., ,StO 7.eilS'iiLlLll:E 3,�3 "3: ,. o 'fes ��®'. _....:_ _ � .fir i Lm f"N IST. C.L. INT. 0 ZotWtK <7 2947-3-1 JWMA 15 1z E/I& 23 zz �z 25+18.21 EL CHIMISAL ROAD- pnr 18-CAC&C ARFM=rz I cy lij 1 21 _I ho 17+67.07 FLOOD ROAD 123 7- 22+72.07 EL CHIMISAL-ROAD M H. No. 36 P 1\1, P 1, 3 2 3,5 =59+00.87 FLOOD STREET &UgREISEN COATED S , I '�: a 68-z,' -]-( _4* 36" M FF F a � LINEAR PARK 25+18.21 28 21.1 SEWER DI T.4 UBLE 0 BEARING/DELTA RADIUS LENGTH TANGENT M 14049'12" 550.00' 142.26' 71.53' 2eO5'10" 30600' 150.00, 1 76.54' 150 PSI) PVC PIPELINE PER STD. DWG. RW -22 18030'54' 500.00, 161,57' 1 81.50' CONST. 6" RESIDENTIAL FIRE HYDRANT ASSEMBLY PER STD. DWG. RW -1, RW -8 INSTALL 1" AIR VAC & AIR RELEASE ASSEMBLY PER STD. DWG. RW -1, RW -9 INSTALL 1" COPPER WATER SERVICE ASSEMBLY PER STD. DWG. RW -1, RW -13 11 INSTALL 12"X127X12" D.I. TEE (FLGxFLGxFLG) 15 INSTALL 12"X 8" D.I. REDUCER (FLGxRJ) 16 INSTALL HOT -TAPPING SADDLE(SIZE NOTED ON PLANS) PER STD. DWG. RW -28 20 INSTALL 900 D.I. ELBOW (SIZE PER PLAN) (END STYLE PER CALLOUTS) 23 INSTALL WATER PIPELINE DEAD END HYDRANT 150 PSI) PVC PIPELINE PER STD. DWG. RW -24A INSTALL STEEL CASING FOR STEEL OF PVC PIPE (SIZE NOTED ON PLANS)PER STD. DWG. RW -23 (9 INSTALL H.D. COUPLING (SIZE PER PLAN) LOTS WITH MQKAA-TEE VALVE APPLICATION: LOTS: 22,23. POTABLE WATER DATA TABLE 21 22 23 24 25 26 27 1wCK&C fflMPDP&z-M_9 - -----"21 /9V PL4CE 5 8( 0� * 55. 25+24.21 12� EL CHIMISAL RQAD= 17=�61 07 (1- n 10D PfAD-- (EMWD) IST. C.L. INT. 0 ZotWtK <7 2947-3-1 JWMA 15 1z E/I& 23 zz �z 25+18.21 EL CHIMISAL ROAD- pnr 18-CAC&C ARFM=rz I cy lij 1 21 _I ho 17+67.07 FLOOD ROAD 123 7- 22+72.07 EL CHIMISAL-ROAD M H. No. 36 P 1\1, P 1, 3 2 3,5 =59+00.87 FLOOD STREET &UgREISEN COATED S , I '�: a 68-z,' -]-( _4* 36" M FF F a � LINEAR PARK 25+18.21 28 21.1 SEWER DI T.4 UBLE 0 BEARING/DELTA RADIUS LENGTH TANGENT M 14049'12" 550.00' 142.26' 71.53' 2eO5'10" 30600' 150.00, 1 76.54' 150 PSI) PVC PIPELINE PER STD. DWG. RW -22 18030'54' 500.00, 161,57' 1 81.50' 2-36" BFV (FxF) E -ING &' SWR. 1 Z WTR X C� C� (EMWD) F F BOT. WTR. 1308.17 36"'xl2"REDUCER, V�(W) W, 2" SGV (Fx (W k JiI TOP SWR. 1306,23 "?/ C) M 80 SEWER E -E uly VAR. E/Ck I 0 S/W C& C1426�� M.H. I f TRACT _7 SAUE4t.3-37 rE- ISEN C 22 BOUNDARY & 25 CQA D L rn W T IV 4S 32 2 26 CN S' PW mr?am P"I" #AM? Pff SEPARATE --S/W PLO & PERMIT 4 R/W" 24+69.71 INSTALL CK) 0, > A.V.&A.R. C) 2 i u- p OPE SPACE U'� < C) I- 41 CL U) X a-- _2 CD P=1292.2 + 26 j 04 E0 L'j O_ P=1 320,6 U) 1=1 V) ]ima 09 C3 =2: a 56 ��;.Z> Li- Ld CD U-100 M M + _M_ co -7) 0 CD I �� 22+98.0418 coo 21 L EL CHIMISAL ROAD 2 RCWD POTABLE W.M. FLOOD STREET __j 'CO4 to CL 7 + mimc:s C) U') "j- T P=1,329,0 ® (D I 8 + + =58+79.18 q ANZA ROAD SEE SHEET 10 w<D V) V) C.L. INT. I - -<-� 1t PVC C900 DR1 Lo V) C14 _j cl� ck� _j C -,J I - I Ui Lo _j 40 118 Il38 ' W/q 22 19 19 1+0 1-+- I-< - ��_ �<_ Q) / I AIV,7A �O - Lo -11 �/) I I L") P= 1, 341.8 P=1292A 22+81.23 EL CHIMISAL ROAD C-4 Z" -z SEE AD =58+92.92 ANZA ROAD A51 105 (05 XHEEj :� 8 18" CML&C STEEL CROSS N 2,113,223.08 15 r1r) a6 Pq 6 X 2-19:, BFV (FxF(N,E) * a, 'q-0 E 6,312,727.48 187x6 CML&C REDUCER (FxF)(S,W) Ci Qci Ci r`i 2- 6' RSGV (F F)(S,W) �2 c2 :2 RCWD POTABLE W.M. 9 12r PW POTABLEEr PVC C900 DR1 WAFER PER -q9DATAIT z W 03 23 PLAN & pEwfl' 11 , W/ok P=1349, FIRE hM PER RC-- 0W NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. The private engineer signing these plans is responsible for - assuring the accuracy and acceptability of the design hereon. In the event of discrepancies arising after county approval or - during construction, the private engineer shall be responsible No for determining an acceptable solution or revising the plans for approval by Rancho California Water District 42135 Winchester Road Temecula, CA 92590 Phone: (951) 296-6900 Fax: (951) 296-6860 DESCRIPTION REVISIONS A I 29+65.24 TERMINUS T.H. No. 39 SAUEREISEN COATED D 1% CI vf,, '. W-4- r%. 6-1 7 29+894 INSTALL,-, 0 BEARING/DELTA RADIUS LENGTH TANGENT SIZE & TYPE 0 N 46014'27- E 134.00' 1270 PVC C900 -DR 18 N 88014'27" E 7.07' 1270 PVC C900-DR18 ®N 4604532" If - 55-911 - 12"0 PVC C900 -DR 18 4604845" 289.00' 236.12' 125.10' 8"0 PVC 0900-DR18 N 00"03'12" E - 59.86, - 8"0 PVC C900-DR18 22030'00" 250,00' 98.17' 49.73' 8"0 PVC C900 -DR 18 N 22"33'1 2" E - 22,14' 8"0 PVC C900 -DR 18 -2 30 PROFILE SCALES HORIZ.: in = 401 SCALE: 1 40' (EMWD SPECIFUTION-SEW ONLY)- SPEC. 11302S -D RECYCLED RCWD 1481 PRESSURE ZONE POTABLE RCWD 1485 PRESSURE ZONE VERT.: 11" = 4; POTABLE WATER CONSTRUCTION NOTES COUNTY OF RIVERSIDE INSTALL 12" PVC C900 DR18(FOR DESIGN PRESSURE= 150 PSI) PVC PIPELINE PER STD. DWG. RW -22 INSTALL 8!* PVC 0900 DR18(FOR DESIGN PRESSURE= 150 PSI) PVC PIPELINE PER STD. DWG. RW -22 INSTALL 12" RESILIENT WEDGE GATE VALVE -CLASS 200 TRACT No. 32627 SEWER, WATER, & RECLAIMED WATER (END STYLE PER CALLOUTS)STD. DWG. RW -30, RW -31 CONST. 6" RESIDENTIAL FIRE HYDRANT ASSEMBLY PER STD. DWG. RW -1, RW -8 INSTALL 1" AIR VAC & AIR RELEASE ASSEMBLY PER STD. DWG. RW -1, RW -9 INSTALL 1" COPPER WATER SERVICE ASSEMBLY PER STD. DWG. RW -1, RW -13 11 INSTALL 12"X127X12" D.I. TEE (FLGxFLGxFLG) 15 INSTALL 12"X 8" D.I. REDUCER (FLGxRJ) 16 INSTALL HOT -TAPPING SADDLE(SIZE NOTED ON PLANS) PER STD. DWG. RW -28 20 INSTALL 900 D.I. ELBOW (SIZE PER PLAN) (END STYLE PER CALLOUTS) 23 INSTALL WATER PIPELINE DEAD END HYDRANT 150 PSI) PVC PIPELINE PER STD. DWG. RW -24A INSTALL STEEL CASING FOR STEEL OF PVC PIPE (SIZE NOTED ON PLANS)PER STD. DWG. RW -23 (9 INSTALL H.D. COUPLING (SIZE PER PLAN) LOTS WITH MQKAA-TEE VALVE APPLICATION: LOTS: 22,23. POTABLE WATER DATA TABLE %F 11%. 1 APPROVED FOR CONSTRUCTION: 122 1" A.V.&A.R�� 24 PEN SPACE % P=1360.0 29+91.45 ENGINEER WANAGER/ DATE END 8" MAIN APPROVALS: 30+04.96 INSTALL 67 F,H. PER RW -8(D 25 1 -BLUE REFLECTIVE;12 I't *LC 0 -1 (is It 7 -P P=1361,5 PAVEMENT MARKER ENGINEERING DATE CONTRACTS & INSPECTION DATE OPERATIONS & MAINT101ANCE 5ATE SEAL -ENGINEER BENCHMARK: SEWER APPROVED BY: -4 - HUNSAKER & ASSOCIATES FD. STD. U.S.G.S. BR. DISK SET IN THE TOP OF A CONC. ;F=EMS1CI,V I R V I N E , I N C MONUMENT STAMPED 1955, 5.1 MI. N. ALONG A PAVED ROAD EASTERN MUNICIPAL WATER DISTRICT t4=t Ife, INLAND EMPIRE REGION FROM THE MISSION SAN ANTONIO DE PALk. AT PALA, 6.1 MI. 9- es.. S. OF TEMECULA, AT THE SAN DIEGO -RIVERSIDE COUNTY 2900 ADAMS STREET, SUITE A-15 LINE, IN SAN DIEGO CO., 14' S. OF THE CO. LINE SIGN, j RIVERSIDE CA 92504 (951)352-7200 29,5' W. OF THE CL OF THE ROAD, 17.5' S. OF THE CL OF CIVIL ENGINEER OF SUBDIVISIONS DATE NO. 58020 Z, rq PLANNING ENGINEERING - SURVEYING - GOVERNMENT RELATIONS A TRACT ROAD LEADING NW, 1.2' X OF A FENCE LINE, 1.7' �0 IN. OF A WITNESS POST, ABOUT 4 1/5 FEET HIGHER THAN INITIAL DATE I V 0- PREPARE R.C.E. No. 58020 THE ROAD AND SET IN THE TOP OF A CONC. POSTAPPR. DATE PROJECT ENGINEER OF CA%0� PROJECTING UP ABOUT 6 INCHES. APPROVALS ELEVATION BASED UPON THE NGVD 29 DATUM U.&G,S. BM. NO. W897, ELEV.=1255.358. TO OBTAIN NAV88 ELEVATION, PA R. HUDDLESTON, JR. 1ADD 2.293 FEET, ELEV.=1257.651 0 20 40 80 120 160 SCALE: 1 40' (EMWD SPECIFUTION-SEW ONLY)- SPEC. 11302S -D RECYCLED RCWD 1481 PRESSURE ZONE POTABLE RCWD 1485 PRESSURE ZONE COUNTY OF RIVERSIDE NO. 070091 / CFD 2013-64 I.P. NO. 160047 TRACT No. 32627 SEWER, WATER, & RECLAIMED WATER COORD. 26-30 PLAN AND PROFILE EL CHIMISAL R0_ -AD SHEET 14 OF 16 STA. 22+65.73 TO STA. 30+04.96 M 51 53 4- 4- R., � S d } : d +xu -. x V-"4-xsr --u M an Fel 51+86.82 � N 2,113,020.18 (RCWD RECYCLE W.M.) 4 i �-� I-VA(r 1\10, 20473-1 ANZA ROAD E 6,311,978.85 =16+65.95 BASEE)E STREET 4 Ir FVC 0900 DR18 58+79.18 ANZA ROAD= �~ 51+75.82 ANZA ROAD= INSTALL Cx6"x6" TEE 34 30 ► 22+98.04 EL CHIMISAL ROAD 3� 16+60.00 BASSETT STREET 76' 2-6" RSGV FxRJ (E,N) 20 N/Z C.L. INT. 3� 17, 10 59f0087 ANZA ROAD CE M.H. No. 26 1-6" RSG S) PVL RECYCLED WATER 18 18,,, •' log 15' 23' 23' 15' 9 N �s , =22f72.07 FL CH/M/SAL ROAO 7, PER SEPAFb4JL� PLAN dQ P=1292.2 ''4 ,36 CML&C TEE (Fx&F) �, 1� , ) J 37 38 39 40 PERMIT. RG 2-36 Bf1/ (FxR (NV F P=1289.6 P=1289,3 P=128 .� P 129Q.2 290.6 P� 1 .91.1 P- 57+65 00 m 1 �� '� � \ 3S x12 REDUCE (Fx )(W) + P ' a s =1291.8 P=1292.1 05 � ,', o ,1 � ' 1-12" RSGV FxF lf� ' REMOVE END CAP 1-t r Jr J r° a 52+50.00 INSTALL L0 i Z v 6" B.O. P RW -4N WIT 44 _ Raw 1- -- I -- C AND IUPUNG � H.D. -� _ � � - 58f92.92 ANZA ROAD T 22Y -81.2J EL CHIMISAL ROAD 6U'O RCP i " �r ®®® �'" - - 18 _� 60 D RCP O"O RCP,. a _:w S, __ 18� fV C _ L _. - 2 (FxFN� - _ __ _ _ _ _ _ _ 1 9 ! 18 x6�' GML&C R DUCER FxF S W - }--= - t } - 2- 6 RSGV FxF S,W 6 57 58 2470 RCP��,\� PROPOSED WATER LINE PER., 6'^V RECYCLED iYA1ER Co \\ SEPARATE PLAN & PERMIT..__. PER lE PLOW ei J 1 - - _ C&G / / -'mac,.:.: _... _�-.. .. -, • � _ _...- .. ... - - a �-- ®- -® --------------- (59f55,7)SW0 EO F® B.PF R W `® 120 PER SIIC Po 1E PlAN 1� _ t i ` S/TE WATER PLAN 51+69.82 fk ANZA ROAD= �I., . 1 1 16+85.95 1 BASSETT STREET BASSETT STREET PEa1T C.L. INT. OPEN SPACE REMOVE END CAP r SEE SHEET 8 a3 r \ \>�1 is AND JOIN WITH t s� 23 .,�� r, r,� it r�_ H.D. COUPLING 15 82 ¢®A® _ 96 fJ�-001 P=1304.3 .__._•_.._¢..._. � � � 01-t1MSE� 14 I32 31 30 29 28 27 26 EL SSE P=1318.3 P=1318.9 P=1319.4 P=I320,,O P=1320 6 P=1.321.2 P=1321,2 P'=1320.6 ANZA ROAD NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. The private engineer signing these plans is responsible for assuring the accuracy and acceptability of the design hereon. In the event of discrepancies arising after county approval or during construction, the private engineer shall be responsible No for determining an acceptable solution or revising the plans for approval by Rancho California Water District 42135 Winchester Road Temecula, CA 92590 Phone: (951) 296-6900 Fax: (951) 296-6860 DESCRIPTION REVISIONS Rancho California Water District APPROVED FOR CONSTRUCTION: EN ER MANAGER DATE APPROVALS: •� ?� trz�iSft -7/ ENGINEERING DATE CONTRACTS 8 INSPECTION DATE OPERATIONS & MAINTE ANCE ATE SEAL -ENGINEER HUNSAKER & ASSOCIATES ter: Q�OFESS1pN��1 ' I R V i N E , I N C !�w� cesT �Ft INLAND EMPIRE REGION 1 2900 ADAMS STREET, SUITE A-15 "6 z j RIVERSIDE CA 92504 (951)352-7200 ° NO, 58020 PLANNING ENGINEERING • SURVEYING - GOVERNMENT RELATIONS f��11h l jC�11 CIv�� `�q�/l PREPARED R.C.E. 0. APPR. DATE �`��°�r,`�� PA R. HUDDLESTON, JR. ee y i• / � � � ee seS BEARINCIDELTA RADIUS LENGTH TANGENT SIZE & TYPE t N 55°4330" E - 578.18' - 6"0 PVC C-900 DR18 (END STYLE PER CALLOUTS)STD. DWG. RW 30, RW - 31 (SI _INSTALL 2" COPPER RECYCLE WATER SERVICE ASSEMBLY PER STD. DWG.'S RW -1, RW -14 & OS -8 40 INSTALL 6" UNDERGROUND BLOW -OFF ASSEMBLY PER STD. DWG.'S RW -1, RW -4 cn I N a L Q LL z L LLJ c •L Q z V7 �^ CY) o Q LLJ> w o LLJ W J M O LLJ U J Ljj X 3Z 3. z Q C IF- ryry z 0 0 = U) 0 2 a O v O ar h - Q3 t) c3 C) V) } S2 O I= LJ LLJ O_ Q ill. M 51 53 4- 4- R., � S d } : d +xu -. x V-"4-xsr --u M an Fel 51+86.82 � N 2,113,020.18 (RCWD RECYCLE W.M.) 4 i �-� I-VA(r 1\10, 20473-1 ANZA ROAD E 6,311,978.85 =16+65.95 BASEE)E STREET 4 Ir FVC 0900 DR18 58+79.18 ANZA ROAD= �~ 51+75.82 ANZA ROAD= INSTALL Cx6"x6" TEE 34 30 ► 22+98.04 EL CHIMISAL ROAD 3� 16+60.00 BASSETT STREET 76' 2-6" RSGV FxRJ (E,N) 20 N/Z C.L. INT. 3� 17, 10 59f0087 ANZA ROAD CE M.H. No. 26 1-6" RSG S) PVL RECYCLED WATER 18 18,,, •' log 15' 23' 23' 15' 9 N �s , =22f72.07 FL CH/M/SAL ROAO 7, PER SEPAFb4JL� PLAN dQ P=1292.2 ''4 ,36 CML&C TEE (Fx&F) �, 1� , ) J 37 38 39 40 PERMIT. RG 2-36 Bf1/ (FxR (NV F P=1289.6 P=1289,3 P=128 .� P 129Q.2 290.6 P� 1 .91.1 P- 57+65 00 m 1 �� '� � \ 3S x12 REDUCE (Fx )(W) + P ' a s =1291.8 P=1292.1 05 � ,', o ,1 � ' 1-12" RSGV FxF lf� ' REMOVE END CAP 1-t r Jr J r° a 52+50.00 INSTALL L0 i Z v 6" B.O. P RW -4N WIT 44 _ Raw 1- -- I -- C AND IUPUNG � H.D. -� _ � � - 58f92.92 ANZA ROAD T 22Y -81.2J EL CHIMISAL ROAD 6U'O RCP i " �r ®®® �'" - - 18 _� 60 D RCP O"O RCP,. a _:w S, __ 18� fV C _ L _. - 2 (FxFN� - _ __ _ _ _ _ _ _ 1 9 ! 18 x6�' GML&C R DUCER FxF S W - }--= - t } - 2- 6 RSGV FxF S,W 6 57 58 2470 RCP��,\� PROPOSED WATER LINE PER., 6'^V RECYCLED iYA1ER Co \\ SEPARATE PLAN & PERMIT..__. PER lE PLOW ei J 1 - - _ C&G / / -'mac,.:.: _... _�-.. .. -, • � _ _...- .. ... - - a �-- ®- -® --------------- (59f55,7)SW0 EO F® B.PF R W `® 120 PER SIIC Po 1E PlAN 1� _ t i ` S/TE WATER PLAN 51+69.82 fk ANZA ROAD= �I., . 1 1 16+85.95 1 BASSETT STREET BASSETT STREET PEa1T C.L. INT. OPEN SPACE REMOVE END CAP r SEE SHEET 8 a3 r \ \>�1 is AND JOIN WITH t s� 23 .,�� r, r,� it r�_ H.D. COUPLING 15 82 ¢®A® _ 96 fJ�-001 P=1304.3 .__._•_.._¢..._. � � � 01-t1MSE� 14 I32 31 30 29 28 27 26 EL SSE P=1318.3 P=1318.9 P=1319.4 P=I320,,O P=1320 6 P=1.321.2 P=1321,2 P'=1320.6 ANZA ROAD NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. The private engineer signing these plans is responsible for assuring the accuracy and acceptability of the design hereon. In the event of discrepancies arising after county approval or during construction, the private engineer shall be responsible No for determining an acceptable solution or revising the plans for approval by Rancho California Water District 42135 Winchester Road Temecula, CA 92590 Phone: (951) 296-6900 Fax: (951) 296-6860 DESCRIPTION REVISIONS Rancho California Water District APPROVED FOR CONSTRUCTION: EN ER MANAGER DATE APPROVALS: •� ?� trz�iSft -7/ ENGINEERING DATE CONTRACTS 8 INSPECTION DATE OPERATIONS & MAINTE ANCE ATE SEAL -ENGINEER HUNSAKER & ASSOCIATES ter: Q�OFESS1pN��1 ' I R V i N E , I N C !�w� cesT �Ft INLAND EMPIRE REGION 1 2900 ADAMS STREET, SUITE A-15 "6 z j RIVERSIDE CA 92504 (951)352-7200 ° NO, 58020 PLANNING ENGINEERING • SURVEYING - GOVERNMENT RELATIONS f��11h l jC�11 CIv�� `�q�/l PREPARED R.C.E. 0. APPR. DATE �`��°�r,`�� PA R. HUDDLESTON, JR. ee y i• / � � � ee seS " " SEWER APPROVED BY: FD. STD. U.STA BR. DISK SET THE TOP OF A CONC. E aKSTERN MUNICIPAL WATER HTER DISTRICT MONUMENT STAMPED 1955, 5,1 Mi. N. ALONG A PAVED ROAD FROM THE MISSION SAN ANTONIO DE PALA, AT PALA, 6.1 Ml. S. OF TEMECULA, AT THE SAN DIEGO -RIVERSIDE COUNTY /Zo e LINE, IN SAN DIEGO CO., 14' S. OF THE CO. LINE SIGN, f 29.5' W. OF THE CL OF THE ROAD, 17.5' S. OF THE CL OF CIVIL ENGINEER OF SUED I31ONS DATE A TRACT ROAD LEADING NW, 1.2' W. OF A FENCE LINE, 1.7' INITIAL DATE N. OF A WITNESS POST, ABOUT 4 1/5 FEi_T HIGHER THAN THE ROAD AND SET IN THE TOP OF A CONC. POST PROJECT ENGINEER PROJECTING UP ABOUT 6 INCHES. APPROVALS ELEVATION BASED UPON THE NGVD 29 DATUM U.S.G.S. BM. N0, W897, ELEV.=1255.358. TO OBTAIN NAV88 ELEVATION, ADD 2.293 FEET, ELEV.=1257.651 PROFILE SCALES HORIZ.: 1"= 40' VERT.: 1" = 4' BEARINCIDELTA RADIUS LENGTH TANGENT SIZE & TYPE t N 55°4330" E - 578.18' - 6"0 PVC C-900 DR18 " " SEWER APPROVED BY: FD. STD. U.STA BR. DISK SET THE TOP OF A CONC. E aKSTERN MUNICIPAL WATER HTER DISTRICT MONUMENT STAMPED 1955, 5,1 Mi. N. ALONG A PAVED ROAD FROM THE MISSION SAN ANTONIO DE PALA, AT PALA, 6.1 Ml. S. OF TEMECULA, AT THE SAN DIEGO -RIVERSIDE COUNTY /Zo e LINE, IN SAN DIEGO CO., 14' S. OF THE CO. LINE SIGN, f 29.5' W. OF THE CL OF THE ROAD, 17.5' S. OF THE CL OF CIVIL ENGINEER OF SUED I31ONS DATE A TRACT ROAD LEADING NW, 1.2' W. OF A FENCE LINE, 1.7' INITIAL DATE N. OF A WITNESS POST, ABOUT 4 1/5 FEi_T HIGHER THAN THE ROAD AND SET IN THE TOP OF A CONC. POST PROJECT ENGINEER PROJECTING UP ABOUT 6 INCHES. APPROVALS ELEVATION BASED UPON THE NGVD 29 DATUM U.S.G.S. BM. N0, W897, ELEV.=1255.358. TO OBTAIN NAV88 ELEVATION, ADD 2.293 FEET, ELEV.=1257.651 PROFILE SCALES HORIZ.: 1"= 40' VERT.: 1" = 4' • 20 40 80 120 160 SCALE: 1 40' (DW SPEXICATION-SEW MY)- SPEC. 11302S-0 RECYCLED RCWD 1481 PRESSURE ZONE POTABLE ' 1485 COUNTYOF X11 TRACT 32627 ! WATER, & RECLAIMED WATER• PLAN AND PROFILE AWAROAD 15 OF 1 51+86.82 , i 57+65-00 RECYCLE WATER CONSTRUCTION NOTES 25 INSTALL H.D. COUPLING (SIZE PER PLAN) 0)-- INSTALL 6" PVC C900 DR18(FOR DESIGN PRESSURE= 150 PSI) PVC PIPELINE PER STD. DWG. RW -22 33 INSTALL, 6"X6"X6" D.I. TEE (FLGxFLGxFLG) 34 INSTALL 6" RESILIENT GATE VALVE -CLASS 150 (END STYLE PER CALLOUTS)STD. DWG. RW 30, RW - 31 (SI _INSTALL 2" COPPER RECYCLE WATER SERVICE ASSEMBLY PER STD. DWG.'S RW -1, RW -14 & OS -8 40 INSTALL 6" UNDERGROUND BLOW -OFF ASSEMBLY PER STD. DWG.'S RW -1, RW -4 • 20 40 80 120 160 SCALE: 1 40' (DW SPEXICATION-SEW MY)- SPEC. 11302S-0 RECYCLED RCWD 1481 PRESSURE ZONE POTABLE ' 1485 COUNTYOF X11 TRACT 32627 ! WATER, & RECLAIMED WATER• PLAN AND PROFILE AWAROAD 15 OF 1 51+86.82 , i 57+65-00