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966tt_swwtCOUNTY OF RIVERSIDE, CALIFORNIA TRACT No. 31632-1 SEWER, WATER AND RECYCLED WATER IMPROVEMENT PLANS EMWD SEWER NOTES 1. SEWER SYSTEM CONSTRUCTION AND MATERIALS Shall BE IN ACCORDANCE WITH EMWD'S STANDARDS AND SPECIFICATIONS. 2. GRAVITY SEWER PROFILE ELEVATIONS ARE TO FLOW LINE (CONDUIT INVERT). 3. CONTRACTOR HAS THE OPTION TO INSTALL PLASTIC OR VCP SEWERS EXCEPT WHERE SPECIFICALLY DESIGNATED ON PLANS PER EMWD STANDARDS AND SPECIFICATIONS. 4. MANHOLES SHAT BE CONSTRUCTED IN ACCORDANCE WITH STANDARD DRAWING SB -53. SEWER MAINS MAY BE LAID THROUGH THE MANHOLES AND USED AS A FORMA FOR THE INVERT. 5. ALL LITERALS SFW1 HAVE M ON-SITE CLEANOUT IN ACCORDANCE WITH STANDARD DRAWINGS SB -52. 6. MANUNE CLEANOUIS, WHERE CALLED FOR ON THE PIANS, SHALL BE CONSTRUCTED IN ACCORDANCE WITH STANDARD DRAWING SB -52. 7 PRIOR TO CONSTRUC770N OF SEWER, CONTACTOR SHALL EXPOSE EXISTING SEWER AND VERIFY ITS EXISTING ELEVATION AND LOCATION. WHERE CONNECTING TO EXISTING MANHOLES AND INLET SNB OF PROPER SIZE EXISTS, NO ALTERATIONS SHAT BE AIDE TO EXISTING MANHOLE BASE OR SNB EXCEPT AS SPECIFICALLY AUTHORIZED BY EMWD. 8 ALL SEWER INLETS AT THE MANHOLE SHALL BE SUCH THAT IIS CROWN SHALL BE LEVEL WIN THE CROWN OF THE OUTLET PIPE, AT THEIR PROJECTIONS TO THE MANHOLE CENTERLINE. 9. SEWER LATERALS SHALL BE CONSTRUCTED IN ACCORDANCE WITH SB -177. LOCATIONS OF WYES AND LATERALS, WHERE NOT SHOWN ON THE PLANS, ARE TO BE DETERMINED IN THE FIELD PRIOR TO CNSTRUC77ON TO MISS DRIVEWAYS. ALL LATERALS ARE TO BE 4' IN DIAMETER UNLESS OTHERWISE SHOWN ON PLANS. 10. THE CONTRACTOR IS ADVISED THAT THE WORK ON THIS PROJECT MAY INVOLVE WORKING IN A CONFINED AR SPACE. CONTRACTOR SHALL BE RESPONSIBLE FOR 'CONFINED AIR SPACE- ARTICLE 108, TITLE 8, GAUFORW ADMINISTRATIVE CODE. 11. WHERE GROUNDWATER IS ENCOUNTERED, ALL VCP PIPE SHALL BE TREATED FOR ABSORPTION RESISTANCE PER EMND'S SPECIFICATIONS. 12. AL1. PIPE ZONE BEDDING d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o CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. < CALL UNDERGROUND SERVICE ALERT (U.S.A) 1-800-227-2600 OR 811 AT LEAST 2 MARKING DAYS PRIOR 0 TO EXCAVATON. o NOTE: PER SOILS REPORT T2981 -GS GROUNDWATER BETWEEN 17 AND 20 FEET BELOW N SURFACE. GROUNDWATER NOT EXPECTED TO BE ENCOUNTERED IN UTILITY TRENCHING. i BASIS OF BEARING CCS NAD63, ZONE VI BASED ON NOS STATIONS -BELL- d H 'HINT RYAN" EPOCH 1991.35 AND W.O.1 2013-0327. < BELL (DX3774) AHMT RYAN (0X5267) V N 2184600.02 N 1212486.808 ZI\ E 6287242.23 E 6328559.345 < CONVERGENCE ANGLE -0028'40.4 O PT. 27 EMWD WATER NOTES I. WATER PIPELINE AND APPURTENANT CONSTRUCTION SHALL BE IN ACCORDANCE WITH EM STANDARDS AND SPECIFICATIONS. 2. PRIOR TO CONSTRUCTION OF PIPELINE, CONTRACTOR SHOAL EXPOSE EXISTING WATER SYSTEM AND VERIFY ITS EXISTING ELEVATION AND LOCATION. 3. ALL SERVICE CONNECTIONS SHALL BE 1.5" SERVICES X 1' METERS. UNLESS OTHERWISE NOTED, AND SFWl BE LOCATED AS SHOWN ON THE PLANS AND ADJUSTED AS NECESSARY TO MISS DRIVEWAYS. WATER SERVICE ASSEMBLIES SHALL BE INSTALLED IN ACCORDANCE WITH STANDARD DRAWINGS 8-342A d 8-591. ADJA M'NG LOT METER BOXES SHALL BE PIKED TOGETHER AT PROPERTY UNE. 4. AIR VALVE ASSEMBLIES SHALL BE INSTALLED IN ACCORDANCE WITH STD. DWG. B-598, TYPE 6 N. 5. INSTALL LOCATOR WIRE OVER WATER AWN PER SID. DWG. 8-656. 6. DRE HYDRANT ASSEMBLIES SHALL BE INSTALLED IN ACCORDANCE WITH SID. DWG. 8-362 OR STD. OWG. B-517. ALL BARRELS ARE TO BE PANTED CHROME YELLOW, WITH TOPS AND NOZZLE CAPS PANTED GREEN. 7. JOINT RESTRAINERS SHALL BE USED ON AL MANUNE PIPE JOINTS WITHIN SPECIFIED LIMITS, AND ALL JOINTS OF WATER APPURTENANCE LATERALS OFF AWN UNE, PER EMWD STD. DWG. 8-663. 8. WATER SYSTEM PROFILE ELEVATIONS ARE TO CENTERUNE (CENTER GRADE) OF PIPE. 9. ALL PVC PPE THROUGH 12 INCH SHALL BE TYPE C-900, DR 18, EXCEPT WHERE NOTED OTHERWISE PIPE SHALL CONFORM TO AIWA SPECIFICATIONS. 10. FITTINGS FOR PVC PIPE SHAT BE DUCTILE OR GRAY IRON. FITTING SFWl BE FLANGED BOLTED MECHANICAL JOINTS, OR PUSH -ON JOINTS, AND SHALT. BE CEMENT MORTAR LINED AND TAR (SEAL) COATED PER EMWD STANDARDS AND SPECIFICATIONS. 11. INSTAL PRESSURE REGULATOR ON ALL LOTS. 11. POTABLE SAMPLING STATION (PSS) SHALL BE INSTALLED IN ACCORDANCE WITH SN. DWG, B-935 13. ALL STEEL CYLINDER PIPES SHALL BE BONDED AT RUBBER GASKET JOINTS IN ACCORDANCE WITH ADT DWG, B-638. 14. ALL DESIGNATED PIPELINE WELDS SHALL BE FULL WELD DOUBLE PASSES AT EACH PIPE JOINT WITHIN DESIGNATED WELD LENGTH LIMITS. 15. SHOP DRAWINGS FOR CMLdC SHALL BE SUBMITTED AND APPROVED BY EMWD PRIOR TO FABIRIATION. 16. ALL CWLhC STEEL PIPES SHALL BE CLASS 150 EXCEPT WHERE NOTED OTHERWISE. PIPE SHALL CONFORM TO AWWA SPECIFICATIONS. EMWD WATER CERTIFICATION I CERTIFY THAT THE DESIGN OF THE WATER SYSTEM IN TRACT NO. 31631-1 IS IN ACCORDANCE WITH THE WATER SYSTEM EXPANSION PLANS OF EASTERN MUNICIPAL WATER DISTRICT, AND THAT THE WATER SERVICE, STORAGE AND DISTRIBU77ON SYSTEM WILL BE ADEQUATE TO PROVIDE WATER SERVICE TO SUCH TRACT THIS CERRFICATON DOES NOT CONSTITUTE A GUARANTEE THAT IT WILL SUPPLY WATER TO SUCH TRACT AT ANY SPECIFIC QUANTITIES, FLOWS OR PRESSURES FOR FIRE PROTECTION OR ANY OTHER PURPOSE. EASTERN MUNICIPAL WATER DISTRICT BY zymwm i Al. /i(sri DATE G/io/i0 CML ENGINEER OF SUBDIVISIONS BENCHMARK NAVDM BASED ON NGS CONTROL AND RCFCdWCD BENCHMARKS: WP0 2" (DX5632) 210626 214352 ELEV=1497.91 ELEV=1514.08 ELEV=1424.53 OESC.: 'NEWPO 2'- DESCRIBED BY METRO WATER DISTRICT SO. CALIFORNIA IN 1992 AS A SURVEY DISK STAMPED NEWPO. NO. 2' d NWDSCI FROM HIGHWAY 79 AND SIMPSON ROAD, SOUTH ON HIGHWAY 79, 1.5 MILES (2.4 KM) TO NEWPORT ROAD, EAST ON NEWPORT ROAD 0.5 MILES (0.8 KM) TO SAN DIEGO CAW., IN TOP OF THE SOUTHEAST WNGWALL OF SOUK OUTLET CANAL SIPHON STRUCTURE, 15.5 FEET (78 M) FROM EAST END OF HEADWALL. 710626" - ED. LENT W/RCFC ICD TAG IN LARGE BOULDER, FLUSH. N: 2208020.46, E. 6292224.03 7143520 - FD. 1' IP W/ ILLEGIBLE PLUG, FLUSH. N: 2195637.02 E. 6280162.26 ENGINEER'S CERTIFICATION 1 CERTIFY THAT THE DESIGN OF THE WATER SYSTEM IS IN ACCORDANCE WITH THE REQUIREMENTS P CRIBED BY THE RIVERSIDE COUNTY FIRE DEPARTMENT. BY cap DATE 0 11 JENNIFER R. GlUEN, RCE NO. C71566 NOTE. ALL SEWER AND WATER CONSTRUCTION TO BE COMPLETE BEFORE ROAD CONSTRUCTION , BOTH ONSITE AND OFFSITE. EMWD RECYCLED WATER NOTES 1. RECYCLED WATER PIPELINE AND APPUPIENWT CONSMUCTTON SHALL BE IN ACCORDANCE WITH EMWD STANDARDS AND SPECIFICATIONS. 2. ALL RECYCLED WATER FACILITIES INCLUDING PIPE SIZE, AUOMWENT, SERVICE LATERAL, AND METER SIZE SHWl MATCH THE ACCEPTED RWIIE. 3. PRIOR TO CONSTRUCTION OF PMELWE CONTRACTOR SHALL EXPOSE EXISTING RECYCLED WATER SYSTEM AND VERIFY ITS EXISTING ELEVATION AND LOCATION. 4. ALL SERVICE COMiCTIO16 SHALL BE 2 -MCH MINIMUM, UNLESS O7WRWSE NOTED AND SHALL BE LOCATED AS SHOWN ON THE PLANS AND ADJUSTED AS NECESSARY TO MISS DRIVEWAYS. 5. IRRIGATION SERVICES AND METER BOXES SIWl BE INSTALLED IN ACCORDANCE WITH STD. DWG. PB -TOA OR PB -1. 6. BLOW -OFFS SHALL BE INSTALLED IN ACCORDANCE WITH STD. DWG. PB -18. 7 FIRE HYDRANTS ASSEMBLIES ARE NOT ALLONED ON A RECYCLED WATER SYSTEM. 8. NR VALVES ASSEMBLIES SHALL BE INSTALLED IN ACCORDANCE WITH SID. DIG. 8-598 9. RECYCLED WATER SYSTEM PROFILE ELEVAWNS ARE TO CENTERUIVE (CENTER GRADE) OF PIPE. 10. INSTALL LOCATOR NINE OVER RECYCLED WATER PIPELINE PER STD. DWG. B-656. It. BLOW -OFF ASSEMBLIES SHALL BE INSTALLED IN ACCORDANCE WITH SID. ONO. PB -18. 12. ALL PVC PIPE THROUGH 12" (INCH) SHALL BE TYPE C-900 DR 18 EXCEPT WHERE NOTED OTHERWISE. PIPE SHALL CONFORM TO AVIA SPECIFICATIONS. 18' (MCH) AND URGER SHALL BE C-905, DR 18. I3. FITTINGS FOR PVC PIPE SHOAL BE DUC7I£ OR GRAY IRON. FITTINGS SHALL BE FLANGED, BOLTED MECMMCAL JONES OR PUSH -ON JOINTS, AND SHALL BE CEMENT MORTAR LINED AND TAR (SEAL) COATED PER EMWD STANDARDS AND SPECIFICATIONS. 14. ALL DUCTILE OR GRAY IRON FITTINGS SHALL BE POLYETHYLENE ENCASED AT THE TIME OF INSTALLATION PER EMWD STANDARDS AND SPECIFICATIONS AND IN ACCORDANCE WITH ANSA/AWWA CLOS. 15. A JOINT RESTRANT DEVICE SHALL BE USED ON ALL MAN LME PIPE JOINTS WW SPECIFIED LIMITS AND ALL JOINTS OR WATER APPURTENANCE LATERALS OFF AWN LME, PER EM" STANOAROS AND SPECIF/CA7ONS AND PER EMOD SID. DOG 8-663. EMWD RECYCLED WATER CERTIFICATION I CERTIFY THAT THE DESIGN OF 771E RECYCLED WATER SYSTEM IN TRACT NO. 31632-1 IS IN ACCORDANCE WITH THE RECYCLED WATER SYSTEM EXPANSION PLANS OF EASTERN MUNICIPAL WATER DISTRICT, AND THAT THE RECYCLED WATER SERVICE, STORAGE AND DISTRIBU77ON SYSTEM/ WILL BE ABEOUATE TO PROVIDE RECYCLED WATER SERVICE TO SUCH DEVELOPMENT. EASTERN MUNICIPAL WATER DISTRICT BY (.f(WwWwr( e(,aa?v2_ DATE %/iWlli CML ENGINEER OF SUBDMSIONS DECLARATION OF ENGINEER OF RECORD I HEREBY DECLARE THAT THE DESIGN OF THE IMPROVEMENTS AS SHOWN ON THESE PIANS COMPLIES WITH PROFESSIONAL ENGINEERING STANDARDS AND PRACTICES. AS THE ENGINEER IN RESPONSIBLE CHARGE OF THE DESIGN OF THESE IMPROVEMENTS, I ASSUME FULL RESPONSIBLE CHARGE FOR SUCH DESIGN. I UNDERSTAND AND ACKNOWLEDGE THAT THE PLAN CHECK OF THESE PUNS BY EASTERN MUNICIPAL WATER DISTRICT (EMWD) IS A RENEW FOR THE LIMITED PURPOSE OF ENSURING THAT THE PLOWS COMPLY WITH EMWD PROCEDURES, APPLICABLE POLICES AND ORDINANCES . THE PLAN CHECK IS NOT A DETERMINATION OF THE TECHNICAL ADEQUACY OF THE DESIGN OF THE IMPROVEMENTS. SUCH PLAN CHECK DOES NOT, THEREFORE. RELIEVE ME OF MY RESPONSIBILITY FOR THE DESIGN OF THESE IMPROVEMENTS. AS ENGINEER OF RECORD, I AGREE TO INDEMNIFY AND FOLD EMWD, ITS OFFICERS, AGENTS, AND EMPLOYEES HARMLESS FROM ANY AND ALL LIABILITY CLANS, DAMAGES OR INJURIES TO ANY PERSON OR PROPERTY WHICH MIGHT MISE FROM THE NEGLIGENT ACTS, ERRORS OR OMISSIONS OF THE ENGINEER OF RECORD. I HAVE READ AND INFORMED THE PROJECT APPUCMT/DEVELOPER THAT APPROVAL OF THESE PLANS DO NOT RELIEVE THEM FROM THE REQUIREMENTS OF THE CONA7ONS OF APPROVAL (ATTACHED HEREIN OR IN OTHER APPROVED IMPROVEMENTS PUNS). BY LI^& RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF • DATE. m5*1►. SHEET NO. JENN R. GILLEN kfNo. C71566 I NOTIFICATIONS AT LEAST 48 HOURS PRIOR TO COMMENCING CONSTRUCTION, CONTRACTOR SHALT. NOTIFY: 1. EASTERN MUNICIPAL WATER DISTRICT, FIELD ENGINEERING DEPARTMEN, (951) 928-3777 EXT 4291 2. RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT, (951) 955-6985 J. UNDERGROUND SERVICE ALERT (USA): 811 4. ALL OTHER AFFECTED AGENCIES THAT ARE NOT MEMBERS OF USA ALERT. TIME LIMITATIONS THE TIME LIMIT ON DRAWING(S) APPROVAL SHALL BE SIX (6) MONTHS FROM THE DATE ON THE CERTIFICATION. IF CONSTRUCTION HAS NOT COMMENCED WITHIN STATED TIME, EMWD REQUIRES DRAWINGS TO BE REVIEWED BY THE DEVELOPER/DESIGN ENGINEER AND RESUBMITTED TO EMKO FOR POSSIBLE CHANGES IN MASTER PLANNED SIZING AND CHANGES IN SPECIFICATIONS AND STANDARDS. GENERAL NOTES AND REQUIREMENTS PERMITS FROM OTHER AGENCIES APPROVAL BY EMWD IMPLIES NO PERMISSION OTHER THAN THAT WITHIN THE DISTRICTS JURISDICTION. ALL PERMITS REQUIRED BY UW SHALL BE ACQUIRED BY THE DEVELOPER OR HIS CONTRACTOR. REQUIREMENTS OF EMWD SHALL TAKE PRECEDENCE OVER REQUIREMENTS OF OTHER AGENCIES ONLY WHERE EMWD REQUIREMENTS ARE GREATER. f6C6 4 A .J:.1 THE PROPOSED WORK SHALL BE SUBORDINATED TO ANY OPERATIONS EMWD MAY CONDUCT, AND SHWl BE COORDINATED WITH SUCH OPERATIONS AS DIRECTED BY EMWD. APPROVAL OF GRADES: APPROVAL BY EMWD OF A PROPOSED CONNECTION TO AN DW1D FACILITY DOES RIOT IMPLY APPROVAL OF THE CORRECTNESS OF THE ELEVA77ONS SHOWN ON THE PLANS, STANDARDS OF CONSTRUCTION: ALL WORK SHALL CONFORM TO RECOGNIZED STANDARDS OF CONSTRUC17ON AS REQUIRED AND APPROVED BY EMWD. WATERLINE INSTALLATION TO BE MADE FOR EASTERN MUNICIPAL WATER DISTRICT. ALL MATERIALS TESTING AND INSPECTION OF PIPE SFWl BE IN CONFORMITY WITH THE REQUIREMENTS OF RIVERSOE COUNTY, THE AMERICAN WATER WORKS ASSOCATON (AIWA), AND DISTRICT STANDARDS. FAILURE TO MEET ANY OF THE REQUIREMENTS OF RIVERSIDE COUNTY, THE AWWA SPECIFI,ITIONS, AND DISTRICT WILL BE CAUSE FOR REJECTION. UTILITY TRENCH SURFACE REPAIRS SHALL BE PER COUNTY OF RIVERSIDE STANDARD 87B. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/OWNER OR CONTRACTOR TO APPLY TO THE RIVERSIDE COM 47Y TRANSPORTATION DEPARTMENT PERMIT SECTION FOR AN ENCROACHMENT PERMIT FOR ALL WORK PERFORATED WITHIN PUBLIC RIGHT-OF-WAY, DEDICATED AND ACCEPTED FOR PUBLIC USE: AND TO BE RESPONSIBLE FOR SATISFACTORY COMPLIANCE FOR ALL CURRENT ENVIRONMENTAL REGULATIONS DURING THE LIFE OF CONSTRUCTION ACTIVITIES FOR THIS PROJECT. ADDITIONAL STUDIES AND/OR PERMITS MAY BE REQUIRED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE WORK AREA AND RELOCATION COSTS OF ALL EXISTING U77LMES. THIS INCLUDES UNDERGROUNDING OF EXISTING OVERHEAD LIVES ALONG THE PROJECT FRONTAGE AS REWIRED BY THE CONDITIONS OF APPROVAL PERWnEE MUST INFORM COUNTY OF CONSTRUCTION SCHEDULE AT LEAST 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION. PHONE (951) 955-6885. ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE PRIOR TO PAVING THE STREET, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: SEWER, WATER, ELECTRIC, GAS, STORM DRAINS. IT SFWl BE THE RESPONSIBILITY OF THE CONTRACTOR OR DEVELOPER TO INSTALL AND MAINTAIN ALL CONSTRUCTION, REGULATORY, GUIDE AND WARNING SONS WITHIN THE PROJECT LIMOS AND ITS SURROUNDINGS TO PROVIDE SAFE PASSAGE FOR THE TRAVEUNG PUBLIC AND WORKERS UNTIL THE FINAL COMPLETION AND ACCEPTANCE OF THE PROJECT BY THE COUNTY A TRAFFIC CONTROL PLAN MUST BE SUBMITTED FOR RENEW TO THE PERMITS SEC71ON OR INSPECTON SECTION. R/w SOUTH OR WEST 6' STORM DRAIN NORTH OR EAST 7n 2 JOINT U RLRkS RCTENCH TREDL/� (EITHER SIDE) SEMtR l a MWW MAN F'APPROXWMTE I GROUNDWATER LOCATION TYPICAL UNDERGROUND UTIUTY LOCAT, NOT TO SCALE NOTICE TO CONTRACTORS CONTRACTOR AGREES THAT HE SHALL ASSUME COMPLETE AND SOLE SHEET INDEX RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY SHEET NO. DESCRIPTION THAT THIS REQUIREMENT SHALL APPLY CON77NWUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS AND THAT THE CONTRACTOR I TITLE SHEET SHWA DEFEND, INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL LABILITY, REAL OR ALLEGED, IN 1 INDEX SHEET CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, 3 WILD WEST COURT - PLAN d PROFILE EXCEPTING FROM LABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. 4 Wryly WEST COURT d SAVER STIRRUP WAY -PLAN d PROFILE THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES 5 LONG HORN LANE - PUN d PROFILE OF STRUCTURES SHOWN ON THESE PLANS WERE 09TANED BY A 6 GOLDEN SUNSET CIRCLE - PLAN d PROFILE SEARCH OF AVAILABLE RECORDS. THESE LOCATIONS ARE APPROXIMATE AND SFWl BE CONFIRMED IN THE FIELD BY THE CONTRACTOR, SO 7 OLIVE AVENUE - PLM d PROFILE THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT 8 OLIVE AVENUE - PLAN d PROFILE AFD/OR GRADE OF THE PROPOSED IMPROVEMENT THE CONTRACTOR IS REQUIRED TO TAKE WE PRECAUTIONARY MEASURES TO PROTECT ANY 9 p10E. ROOD PIM, d PROFILE UTILITY LINES SHOWN AND ANY OTHER LINES NOT SHOWN ON THESE 70 PRESSURE REDUCING d SUSTABING VALVE DETAIL PLANS PROP F.72H. EXA7. 30" PVC SEWER PER 0-061 PER D-348.72 am Yap. Ro. AV. k A.R.I _ - -- - 6' B.. O. L-- T IFH.. 7 2 PR I I 'I 3 II PR I 4L_ s ILL, PR I N I I - I ADJUST IX. MH 12" PVC WATER rTOGGRRAADEE MN 12" PVC WATER B" PVC WATER EXIST. 36" SEWER N HIGHWAY 74 IX/5T. 216' HOPE SEWER R Cm OF *107 ro cRAOE - - - BEET k AR. PER SD -17871 k PER SD -17871 k SO-17a7z -- F.H. SD-Ad72 W $ ro BE ABANDONED AND SLURRY nUED --- --SH —---0000-- ::::,—T---- sm" ® — — �— - N. OLIVE AVENUE TRACT Bu,na�Rr AD oc wH � `p p "WT°1 79 -- - - - �I o - - S MIAMI A* xM -- _ _. - - � - __ � - • 4� GTI AW --- ----- ---- ---------------- �M I PA%G AND -1 - -.... •:. I 18" PVC REC. IMA E7 rPV•C SEWER I ^ ; OWED IW PER REMOVE IX CLEANDUF PER EXIST. 36' PVC SEWER - - i ADJUST IX. MH ■ COUIIY YM/TMIFD 2' REC. WATER D -J4831 k 7001 8' SEWER PER D-34832 SOW R 1 6' B.O. BR ABORT anc A\E ATFU VOID) L %� — 77 irs 75 _ _ 74 — — -� u- F.H. — — — + — �— Isms" _ — — L .4 � � 79 •� _ .0). 111 I PR 7 PR / I PR i 1B" PVC REC. WATER I �T 7 � °�� �•@•^�+' OLDEN SUNSET CIRdiE �— - - - ' \ I � L SITE ' — — �'F C 42 i� \ I LJ I I � RD OOEN4g1 RIA' ! PAM AW 50 15' 8" SEWER _ L '` 8" SEWER I/ / \ \ VALVE REDUCING I SOI M.N. 11 37/ 2' 2�� I IX. 18' WATER UNE T5S, R2W, EC 33 - I I PER D-52087 2003 THOMAS BROS. MMP BOOK PAGE 839, GRN) E-7 8" SEWER I PR I t PR = (P I ® i ., 1 MID PAGE 869, GRID E 1. { m, PR \ pR F.H. I __ / VICINITY MAP F. H. r — F.H.�, m r / 'I WATER LEGEND NTS PR R 1 72 - �V ` -M.N. 7 . �, A! AV. k AR. ® A \ / 79 . IX. d" CML/C WATER LAE XI RESILIENT SEAT GATE VALVE FxF N / l I L-- PER D-8216 RESILIENT SEAT GATE VALVE FxH 8" PVC NATER 1� ` ` tI 7 8 SEWER c \ / O i \ / �� I / II` © REDUCED PRESSURE EKCKFLOW DEVICE B-597 PR 71 \ ~'A \ ( PR - / PR UI I �� SERVICE CONNECTION WITHOUT METER I� PR 48 G ` M.H. q" 8" PVC WATER — B" PVC REC. WATER \ ` 8 "O \ F.H. i I �® SERVICE CONMECTIPV W/ METER /y % V20 � B.O. (AC.P/O.I.P./P..C. PIPE) 8-357 p \ AV k AR --_ Polo's / 0 I F-6 COMBINATION AVkAR VALVE B-590 0 M.N. 10 PR PR 1 , , \ PR Ap\\ IS A / / ` PR P j / _ y - I SUPER F.H. 6' X TWO 2-112- X ONE 4. OUTLET 8" PYC WATER \ PR ] F.H. PR B-517 � 6- X ONE F.H. (PVC PIPE) \ / 27 I ,�8—T"' 6' X OIC 2-112' X ONE 4' OUTLET (8-762) 7 1 I., « ` • � PR / / \ PR / L — IX/SING OR PROPOSED WATERLINE (BY OTHERS) ��)) J WATERLINE PR 1 1\ , PR,� N / / / i ✓ /j M.H. 4 — FxH MATER Poole4000 PUMICE-_ PR / / PR / y' IO' MN N �' _.- NATER \ O F.H. TERM 5� I yyqq/� TEMP. B.0 (6� PAC RPE 6-568 C�4 SAMPLING 1 AV. &A / 32 / \/ c:) Q -_- STATION F.H. • M.H. / ,P� Joe v 'lMS. IL�'-p_LT HQ PR (8-975) .,.�0,/ \ ` >� M \v / / / / 24 PR V,,/ I' HOT TM EXISTING WATERLINE O/` /i�\. \ \ S\ O / / / AV. k AR. PR yX I I`® PRESSURE REGULATOR Z 9 SO.. \ PR /(I.H. 3 / / / J� POTABLE 54WL/NG 57ATKJN (PSS) 8-975 Q PR ACTS CORROSION TEST STATION \ AV. k A.R. PR / / / �G 22 N.C. NORMALLY CLOSED / . / /� PR / IMPLEMENTING FACILITIES SEWER LEGEND PR `` \ 10 ae/ i F:.-`��"O 2) �� WATER UNE IN OLIVE AVENUE BETWEEN LEON ROAD AND ADAMS STREET, - — — — _ EXISTING LINE PROPOSED SEWER UNE (BY OPERS) 0 AV. k AR'-.. \ / ai o's/ AND IN BEELER ROW BETWEEN OLIVE AVENUE AND SIMPSON ROAD (1627 PZ) \ / / 2G 0 MANHOLE 4'p, 2. 18' WATER LINE IN OLIVE BETWEEN RICE AND PATTERSON. AND IN EXISTING MANHOLE \ \ / PR PATTERSON BETWEEN OLIVE AND SIMPSON BOOSTER STATION (1719 PZ) 8" PVC REC. WATER A vv so,/ tr ��V RECYCLED WATER: ° VALVE 6' 8.0. / a AV. k AR. \ O . / PR r�Q.` "°"E WATER QUANTITIES 2" REC. WATER SERVICE F.H. i `.�V SEVER, 8' WATERLINE C-900, DR -18 PER LUNG 8-405 1025 LF y y _ 17 PR ('v 1. 36" GRAVITY SEWER IN OLIVE AVENUE BETWEEN U VENTANA LS AND RICE 8' WATERLINE C-900, DR -I4 PER EA1WD B-406 2110 LF i' vREND D-34819 THRU D-74836 BE WATERLINE CMLkC CL -150 1/4" THICK 100 LF �O �•j`_ 11' WATERLINE C-900 EMMo 8-408 1270 IF FIRE HYDRANT ASSY FB -362) PER JB2) (( ) 14 EA �T / B' Pvc WATER �P� BACKWATER VALVE APPLICATION 880 FxH RESILIENT SFAT 0 FxF RESILIENT SEAT GATE E VALVE VALVE (RSCV '.07 EA 120 FxH RESIUENr SEAT CATE VALVE (RSz RO ` _ f 12' FxF RESN NT SEAT GATE VANE MSCGIV�� 1 FA W TERMINUS 81CKWATER VALVES NOT REAMED5 EA F M•N. z 16 WATER PRESSURE Is AVQAR. (8-598) d EA INDEX MAP1.5' SERVICE (8-342A) 78 EA / 1 rn ¢ I �I PR " METER B-591 n \ \ INSTALL PRESSURE REGULATOR ON ALL LOTS ) 78 EA 14 SCALE I' 60' 8' FLG'D TEE 3 EA 12' x e' FLG'D TEE 2 EA 12" x 8' R.G'D CROSS I EA \ i / ! F.H. - - 6" - 45' FKH ELBOW 2 EA AV. k AR. PR 8' - 22.5 HxH ELBOW 2 EA ak 80 X' `\ 8" - 45' HXH ELBOW 19 EA 80 - PIS FxF ELBOW 5 E4 Z Z \ PR 8' - 90' HKH ELBOW 1 EA V <\\ \ LOT LME LOT LRE d" - 90' FxF ELBOW 8 EA 12' - 90' FxH ELBOW / E4 BLUE PAVEMENT MARKER 14 EA 0 `` N RECYCLED WATER QUANTITIES N n Z - _ 5' ANN. d' x 6' RE REDUCER 3 EA C2 � i _... _. j - R/1Y 10' MAX. 12" x 6' REDUCER 2 EA w 6" SEWER AAM 3 8' WATERLINE C-900, DR -I8 PER LURE PB -6 910 LF 12' x 8" REDUCER 1 EA U .. 18" WATERLINE C-905, DR -18 PER LAM P6-6 1650 LF PRESSURE REGULATOR 70 FA w \ \ N / . NORTH OR EAST SFDE OF STREET CL 4' FxF RESILIENT SEAT GATE VALVE (RSGV) 1 EA w m PER RN. CO. STD. N0. dWATER MAIN 17 8" FxH RESILIENT SEAT GAZE VALVE (RSCV) / EA id' FxH RESILIENT STAT 611E VALVE (RSGV) 3 EA SEWER QUANTITIES V STREET C L 6' SOUTH OR WEST SIDE OF STREET CL 18' FxH ADAPTOR ) 2 EA 8' SEWER UNE 2067 LF w = W _ )✓" +" PER RIV CO. STD. NO. 817 i€ 2' AVkA.R. (B-367) j U SEWER MANHOLE 9 EA 6. B.O. !PB -1 4 EA 8) 7 EA TERMINUS 4' SEWER UE SB -177) 2100 LF v v 18' x 4 FLG D TEE 1 U LITERAL CLEANOUT SB -52 78 EA f=j € 18' x 8" FLG'D TEE 1 EA (n $ W 18' FLG'D TEE 1 EA AO/UST MLANFIOIE G 4 FA K / TYP. SEWER LATERAL 8• _ W HM EL90W 6 EA TIE IN ro EXISTING SEWER 1 IX U 18" - 45' HxH ELBOW 4 EA 0 < D / FIRE HYDRANT MARKER ME WATER SERVICE LOCATION a / NOT M SCALE NOT TO SONE PRESSURE ZONE -1627 PERRIS NOTE: REVISES SEAL -ENGINEER A L • G • T A. SEWER, 'RATER NO RECYCLED WATER APPROVED BY: I.P. NO. 130026 I.D. U36/U35 0 U wo. NWIML D6cnIPIIDN Frew DATE `='T�� CML ENGINEERS COUNTY OF RIVERSIDE / U - WORK CONTAINED WITHIN THESE PLANS w�l' EASTERN MUNICIPAL WATER DISTRICT sw 4z 31 O SHALL NOT COMMENCE UNTIL AN ,po•� 3760 McCRAY ST. ~ ENCROACHMENT PERMIT AND/OR A �� •" " •� RIVERSIDE CA. 92506 ^ W.O. 13-619 GRADING PERMIT HAS BEEN ISSUED. - ; tri * • " ° " • ° ° ° (951) 686-1070 --� ��/..�_ y�jW TRACT 31632-1 C.O. In TME PRIVATE ENGINEER SMcwRc THEE PlAxS 5 rtE5P01EIBLE TDR X PREPARED UNDER THE SUPERVISION OF: CIVIL ENGINEER OF SUBDIVI ONS DATE SEWER, WATER AND RECYCLED WATER IMPROVEMENT PLANS MS143 THE ACCURN.Y AND ACCEPTAeNLn of THE DESIGN '� ""' SCHEDULE "A" o IKAEON. IN THE EVENT OF DISCREPANCIES ARISING AFTER EMWD ENG. CHORD: 24-4-4F z4-1001 O_ Know WIfOiS below. WPRNAL OR DURING CONSTRUCTION, THE PRNATE ENGINEER SHALL 'lQ �✓" R APPROVALS U .���... LLL ...��. W INDEX SHEET sHr: z of 10 a 0811 before you di Rf5P0N" FOR °ETER''"NINc NI ACCEPIABIE sauTroN AND M Q• REVISING THE PIANS FOR APPROVAL BY TIE EMNO. R.C.E. 171566 ���0�1 1470 1 H - C=7 - FS 11+33.81 W/o IkTER (PB-f0A) 10+x/7 8' SWR x -RIG 36' SO 8'-90` FIB BEAD f Mains M.H. N0. 7 814" FxF REDLCER o 8"x64 FTM ADAPTOR a Z ` PROP 48' s0� O U Ci1SIN / b \ 11+20.18 r I� 1' AV k AR. (B -SM) T 8'x6' FiH RIDIA� BOT WTR=145J.73 o U BOT SD=1455.M 8' FxH ADAPTOR w ELEV. 9".: 0 20' NO JOINTS /0' O.C. OF L=79.48' 07' 340.51' RESTRAIN ALL JAMS WITHINLAMis CROSSING DR -14 W H CDF PER PVC C90 DR -14308115 WTfMI SPECIFICATIONS. ALL JOINT$ AND BENDS %ALL BE RESTRAINED WITH E8M 2000 SERIES OR I I I r IB to APPROVED EQUAL. I 10+00 I - AV. k AR (B -5M) - 2' RW SMICE cORNECDav 11+33.81 W/o IkTER (PB-f0A) 10+x/7 8' SWR x -RIG 36' SO 8'-90` FIB BEAD f Mains M.H. N0. 7 814" FxF REDLCER DOT SD=/455.84 8"x64 FTM ADAPTOR I / 6" B.D. (PB -18) / ` PROP 48' s0� TLP NW=1452.77 Ci1SIN / m \ 11+20.18 6' FH ASSY (B-,602) I� 1' AV k AR. (B -SM) T 8'x6' FiH RIDIA� BOT WTR=145J.73 8"-900 FxF evn BOT SD=1455.M 8' FxH ADAPTOR IOP RW=1452.71 ELEV. 9".: TOP WTR=1454.49 LATERAL ELEV. 9'• TOP STORM DRAIN S 7 f0 d�1w10+06.01 / 84 FxF RSGV Low r 7: 19 10+00 I - AV. k AR (B -5M) - 2' RW SMICE cORNECDav 11+33.81 W/o IkTER (PB-f0A) 10+x/7 8' SWR x -RIG 36' SO 8'-90` FIB BEAD f Mains M.H. N0. 7 814" FxF REDLCER DOT SD=/455.84 8"x64 FTM ADAPTOR I / 6" B.D. (PB -18) / ` PROP 48' s0� TLP NW=1452.77 Ci1SIN / 11+40.1.3 \ 11+20.18 6' FH ASSY (B-,602) I� 1' AV k AR. (B -SM) T 8'x6' FiH RIDIA� BOT WTR=145J.73 8"-900 FxF evn BOT SD=1455.M 8' FxH ADAPTOR IOP RW=1452.71 ELEV. 9".: TOP WTR=1454.49 LATERAL ELEV. 9'• TOP STORM DRAIN S 7 f0 d�1w10+06.01 / 84 FxF RSGV Low r 7: OUT. UMII _-_= 1 B T 1 45 75 „. I . .48 I I f i 11+00 12+00 V STIR X -RAC 18" SO O7 50=1456.70 TEP SWR=1452.92 LOSEE SHEET 10+1632 ' NG HORN LANE PAD=5763.1 a' RW x w 18' so i' 80T 577=1#76.75 TO' R0,1451.17 d" WIR. X -91c 11 602 WfW=I45T. DUSTING GRADE _ _ - •il -- n -- 2 X 41V n 2W jri PROPOSED FS Of +,�2 _ K G 312.41 LF 8• SEWER Zp 13+00 1413+00 14+00 15+001-5-+0-0 O7 m m m 11+33.81 1455.JO 8' SWR x -RIG 36' SO (i �Ci ZCi =iU DOT SD=/455.84 55 BOT SLI.1453.87 52CQU TOP SWR=1452.48 143,7.22 TLP NW=1452.77 O3 11+40.1.3 O4 11+20.18 , >'77 1463.7 R L=22.61' .PAOIm 11+00 12+00 V STIR X -RAC 18" SO O7 50=1456.70 TEP SWR=1452.92 LOSEE SHEET 10+1632 ' NG HORN LANE PAD=5763.1 a' RW x w 18' so i' 80T 577=1#76.75 TO' R0,1451.17 d" WIR. X -91c 11 602 WfW=I45T. DUSTING GRADE _ _ - •il -- n -- 2 X 41V n 2W jri PROPOSED FS Of +,�2 _ K G 312.41 LF 8• SEWER Zp 13+00 1413+00 14+00 15+001-5-+0-0 O7 11+27.77 O 11+33.81 1455.JO 8' SWR x -RIG 36' SO ale 8' RW x -WG 36" SO An .� IAn i DOT SD=/455.84 55 BOT SLI.1453.87 52CQU TOP SWR=1452.48 143,7.22 TLP NW=1452.77 O3 11+40.1.3 O4 11+20.18 , >'77 1463.7 R 8' RW X -RAD B' WTR .PAOIm 8' WTR x -RIG 18" SD 50 r BOT WTR=145J.73 v BOT SD=1455.M BOTTOM WATER LATERAL IOP RW=1452.71 ELEV. 9".: TOP WTR=1454.49 16+00 U ti 7T f' TV s--o.o0s CDF PEF EMWD SPECS 17+00 ZU �U U• �Ci 458.14 BOT. S.D. 1455.JO Rectum ale 90PE 1T' INme An .� IAn i ma 55 54 53 52CQU 51 143,7.22 SOT WTR, :r BEfAI �' WM • TOP SM? • , >'77 1463.7 R PAD=1464.0 r .PAOIm 50 r Top sww v S BOTTOM WATER LATERAL L49 ELEV. 9".: TOP WATER LATERAL ELEV. 9'• TOP STORM DRAIN S 7 f0 d�1w10+06.01 / 84 FxF RSGV Low r 7: 19 r• r Fw O 10+00.00 SEVER STIR" WAY TOP WM=148SOT 1 12 BOT 18' SD I 1458.14uwj PA0=1463.0 PAD 1463.7 W ZM - PAD=1464.1 20 PAD=I464.4 S •y S=D DO 4 1' = 40' PAD �M4.3 am PAD= 1465.3 so' CDS PER Ij^---jl EMWD SPECS ,r RIVBIT PAD 1464.3 PAD?1464.5 PAD PA021464+3 ", r cr •�` �i� DOT .87 Sw RIP SMal 22 71,.22If N 7T f' TV s--o.o0s CDF PEF EMWD SPECS 17+00 ZU �U U• �Ci 458.14 BOT. S.D. 1455.JO Rectum ale 90PE 1T' INme An .� IAn i ma 14 NRTR AZAR 91A°E A' MRN w 143,7.22 1435.72 DR -14 BEfAI �' WM (I-568) b W L2 ADrm� M54. 40' 460E l / 1 l l ± BOTTOM All S BOTTOM WATER LATERAL L49 ELEV. 9".: TOP WATER LATERAL ELEV. 9'• TOP STORM DRAIN S 7 f0 ♦� Ofd / 84 FxF RSGV f ,AN, 7: 19 BOT 18'SD Fw 10+00.00 SEVER STIR" WAY TOP WM=148SOT 1 12 BOT 18' SD I 1458.14uwj PA0=1463.0 PAD 1463.7 W ZM - PAD=1464.1 20 PAD=I464.4 S 24 S=D DO 4 1' = 40' PAD �M4.3 E PAD= 1465.3 so' CDS PER Ij^---jl EMWD SPECS 165.62 LF 8• SEWER 'I I HORIZ. 1 "=4D' VERT 1 "=4' 18+00 19+00 R/W NORTH OR EAST I S:(TN OR WEST I II i_ 8" SEWER ff VARIES N I SMR SEE SHEET 4 B SILVER STIRRUP WAY 8 49 I ' �{ _ PAID= /0+06.00 SLIVER SWRGP WAY N.H. N0. 4 r 64s 24" SD 39 8' SWR 1477.43 I PAD=1465.1 802 SID, #454.04 �I I I 'I _ IOP SRR r__.._-_ 111 _ = L+ .v . r. O 6081 !!� S61■■■ ■• L • u r A i:d.' T � as o 458.14 BOT. S.D. 1455.JO Rectum ale 90PE 1T' INme -MG 244 SD o 458.14 BOT. S.D. 1455.JO Rectum ale 90PE 1T' INme 1454.60 ma 14 NRTR AZAR 91A°E A' MRN w 143,7.22 1435.72 DR -14 BEfAI �' WM (I-568) 8' RC'D IEE L2 ADrm� M54. 40' 460E l / 1 l l ETEV A": BOTTOM All CLASS 8 ELEV. C'• BOTTOM WATER LATERAL L49 ELEV. 9".: TOP WATER LATERAL ELEV. 9'• TOP STORM DRAIN S 7 f0 -MG 244 SD o 458.14 BOT. S.D. 1455.JO 14UOO 1453.13 13 1454.60 ma 14 1433.22 1#75.36 w 143,7.22 1435.72 DR -14 (8-362) WM (I-568) 8' RC'D IEE SEWER LATERAL CROSSING INFORMATION LOT No. TOP LAT. BOT. S.D. 12 14UOO 1453.13 13 1454.60 1453.27 14 1433.22 1#75.36 iS 143,7.22 1435.72 L + IDP WAR= 1454.45 R -- RADIUS 6 1 AV. t AR 1613.00 ST/" 77. 86.60 = I 988.0/ LOMC I WILD, $" PVC11+51.22 C-900 DR -14 (8-362) S! (I-568) 8' RC'D IEE L2 8' PER x -ENG 18' S0 M54. 40' 460E l / 1 l l 8" FLGO TEE 84 FXH RSGV (W d E) 10+00.00 LONG HORN !NE= 11 S 0.0052 L49 f M.H. M: J 602 SD=145 ..784 84 FxH RWI (W d E) 8" Fxf RSGV (N) s S 7 f0 0.052 / 84 FxF RSGV f ,AN, 17 19 TDP WRhI#TA81 10+00.00 SEVER STIR" WAY TOP WM=148SOT 1 12 (N) 13 1 PA0=1463.0 PAD 1463.7 P'�:1463.6 18 PAp=146J.9 PAD=1464.1 20 PAD=I464.4 21 22 2.3 24 f NTT. 2664.5 1' = 40' PAD �M4.3 PAD= 1465.3 P �7 PAD=1464.7 PAD,, PAD=14644 PAD 1464.3 PAD?1464.5 PAD PA021464+3 240 'a WATER LINE AND CURVE TABLE LME I/CURw I LENGTH BEMAVO/DELTA RADIUS C1 372.81 11. 49' 19" 1613.00 C2 86.60 7 07' 58" 239700 C19 96.05 S 24' 35" 1614.00 Lf 317.56 N57 32' 4811E 1.0000 L2 72.34 M54. 40' 460E 140.42 L48 11.13 ;W-5-3 7 06E 0.0052 L49 13.27 M84. 37- 044E 140.19 4630 WILD WEST COURT 0-900 8'-45' HxH BEM 8" PVC, C-900 DR -18 SEWER LINE AND CURVE TABLE LAVE 1/CURVE 1 LENGTH BE RING/DELTA RADIUS C3 97.70 3' 29' 29" 1803.30 C4 312.41 1V 12' 56' 15M.0 W 31573 N57 J2' 48E 23MOO L4 165.62 N54. 24' LIGE 1.0000 RECYCLED WATER UK ANO CURVE TABLE LRE //CVM£ 1 LOOM BEARNJC/DELIA RADIUS C5 110.97 3. 57' 56" 1803.30 L5 22.81 N18. 58' 39E 1602.00 STREET C/L LINE AND CURVE TABLE LRE 1/CURVE / (EMM 6EARIM/DELTA RADIUS CB 151.22 5' 24' 30' 1602.00 C7 319.61 11' 25' 51' 1602.00 ca 89.27 7 or 56' 23MOO L6 JI756 N57 32' 481E 1.0000 L7 72.34 N54. 40' 490E 140.42 WATER LATERAL CROSSING INFORMATION LOT No. ELEV. A" "x c I ELEV. 'C' ELEV. b" SLOPE A' ARAE SEE DETAIL A4 NEIPEON AWE- SEE OETAE 'A' HEREON WATER LATERAL CROSSING INFORMATION LOT No. ELEV. A" ELEV. 9' ELEV. 'C' ELEV. b" SLOPE A' SLOPE 9" 37 1460.42 1480.01 1458.78 1439.43 1.0000 0.0052 56 1460.47 1480.08 1450.83 1#70.48 1.0000 0.0052 55 1461.02 140.42 140.19 1450.81 1.0000 0.0052 54 1461.07 /40.42 140.19 1459.64 1.Mo 0.052 0 KTOW WhaYs b@IOW. Call before you d19. I LOIL: WORK CONTNNED WITHIN THESE PLANS Shall NOT COMMENCE UNTIL R ENCROACHMENT PERMIT AND/ORA GRADING PERMR HAS BEEN ISSUED. RLY'JR,IR' ELEV. 9' SEAL -ENGINEER r,orw,y ,,s`9P.a+. k`� : �� W. ,� # Ar u.�«d A A , R R T A. WEBB CML ENGINEERS SERB McC06 5 RIVERSIDE CA 92506 A + + + C 1 A * 3 • (931) 666-1070 PREPARED LARDER THE SUPERVISION OF: JE R R. GI SpA =� R.C.E. / 71566 DEEM NATER Aro IWC1RXID WATER NPIIOILD r EASTERN MUNICIPAL WATER DISTRICT �T � � (�8rWdL� ;/�76�I L� C EMIL NGMEER OF SUBOMSIORS DATE 8 N0. NnVL o IIWTON APPR wTE 5.7 iMf.J7 1400.80 TIRE PRNATE ENGIMUR SCIRNC 11 a PIANS R RFlPOIAME FR ASARWNG 111E ACCUVL•Y ANG ACCEPTI/IIIY OF 211E OEs9N HEREON. IN TIE FVFM DF 06CREPANCI6 II WW I9 AiIER OW APPTN FpRF� �mieTR µT illkw me MALL SDL� MID?a RENSNC TIE PLWS FOR APPROVAL IN TIE EMID. 1460.03 1.0000 APPROVALS 32 iM1.60 WATER LATERAL CROSSING INFORMATION LOT No. EIEV '1' ELEV. 9' ELEV. 'Co ELEV. 9' SLOPE A" SLOPE b" 5.7 iMf.J7 1400.80 1460.37 1460.03 1.0000 0.0082 32 iM1.60 140.0/ 140.60 140.34 1.0000 0.0062 31 1461.04 1480.94 1400.71 140.37 1.0000 0.0032 0 1111.43 1460.43 140.10 1459.68 1.000 O.00ST I.P. N0. 130026 I.D. U36/U35 COUNTY OF RIVERSIDE SA. 42/31 TRACT 31632-1 W.O. 13-619 WATER AND RECYCLED WATER IMPROVEMENT PLANS C.O. PLAN t PROFILE COORD: GA -A -ax 2'-X 04 WILD WEST COURT SHT: 3 OF 10 STA. 10+00.00 - 19+50.00 9w rr D- 55GGd 19+00 SEWER LATERAL CROSSING INFORMATION LOT No. TDP LAT. BOT. WTR 29 1456.51 1457.71 30 145710 1456.14 J1 145722 1458.23 32 145773 1458.80 N o 1A z F- 11J N N N z M � V cc LH w z U z J Z w H to � � w U O � a z a z O U U O N Q o U O w � � a a Q F.S. o 0 � U \ + N I C.G. 8" PMC N♦n 1470 W n>O K - 1450 N ! 205.02 LF 80 SEWER 20+00 21+00 22+00 38 S35 PAD=1464.5 PAD=464.8 PAID=1465.2 PAD=1465.4 S � 29 30 31 32 PAD=1464.5 PAD=1464.7 PAD=1465.2 PAD= 1465,4 WILD WEST COURT WATER LINE AND CURVE TABLE UNIE I/CURW % LENGTH BEARING/DELTA RWIUS C9 211.15 38' 54' 04' 311.00 Le 220.70 M54' 40' 481 L11 81.74 N37 17' 170W W L12 1477 NIT 57' 54V �U L13 158.00 to 13' 040E PAD=1465.5 SEWER LINE AND CURVE TABLE LINE IMIR E / LENGTH WARIMC/OELTA R40K S CIO 150.00 2T I3' 57• 294.00 L9 205.02 854' 24' OOIE L14 W. NX 46' 3199 W LIS 89.56 NO' 10' 34'M' �U , COF PER - am SPECS THICK MM. 1450 258.27' RESTRAIN ALL JOINTS WITHIN LIMOS LIE I/CLWW I a L=14.77' MOR1S N m 37' 40' 16' I LTO 194.45 �m L16 U� N37* 27' 1219 W 1Wy 1 ti Ao �U U>� I.D. q .] COUNTY OF RIVERSIDE < h 37M MCCRAY ST. Lpp$ W.O. FgS1A'Ifr GRADE aCU ♦y Cl .� WVERSWTE CA 92WS 4 I In W In CDDRD: 24 -A -WS. 24-A44 A R=• C I A T R R (951) 686-1070 a � F.5. STA. 19+50.00 - 21+55.00 STA. 10+00.00 - 13+61.53 �PROP01ED 258.27' RESTRAIN ALL JOINTS WITHIN LIMOS �III II RI s =� 10+00 SEAS EC SRT, W0.D 24 `1 PAO-14646 11 1 BR X -MG 24• SO O=145745 , TOP WrR=14M �25 A1D=1464.8 1 8" FLC'D TEE 80 FxH RSGV (W h E) 80 FAF RSGV (N) STREET C/L LINE AND CURVE TABLE LIE I/CLWW I LEMOM L=14.77' MOR1S C11 m 37' 40' 16' 300.00 LTO 194.45 N54' 40' 461E L16 i N37* 27' 1219 W LI7 158.55 � DISTRICT I.P. NO. 130026 I.D. wEBB COUNTY OF RIVERSIDE SA 37M MCCRAY ST. Lpp$ W.O. .N aCU ♦y Cl .� WVERSWTE CA 92WS �U�oo ''4111 I In W In CDDRD: 24 -A -WS. 24-A44 A R=• C I A T R R (951) 686-1070 a � 16A6 STA. 19+50.00 - 21+55.00 STA. 10+00.00 - 13+61.53 � 9 7,6`67r, .9 o h'r� "�^ ± 10 SUPERVISION OF: _4 CML ENGINEER OF SUBDMS 5 �I 4. ner - �III II RI s =� 10+00 SEAS EC SRT, W0.D 24 `1 PAO-14646 11 1 BR X -MG 24• SO O=145745 , TOP WrR=14M �25 A1D=1464.8 1 8" FLC'D TEE 80 FxH RSGV (W h E) 80 FAF RSGV (N) STREET C/L LINE AND CURVE TABLE LIE I/CLWW I LEMOM 6ENWIG/bEi.TA MOR1S C11 19725 37' 40' 16' 300.00 LTO 194.45 N54' 40' 461E L16 70.74 N37* 27' 1219 i LI7 158.55 MO' 13' 040E DISTRICT NIL: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. THE PRNATE ENGINEER MINING THERE PVNS IS RMnNSOLE FDR IV ASSURING THE ACCURILY AND ACCEPNbR1rY OF THE DESIGN Know what's beIOW. HEREDN. IN T MW O 06CREPNICIES AMONG AFTER EMWD APPRCNAL OR DURING cGNsrrsuciloN. THE IMNATE ENGMFER SHAD Call before you dig. REV SIRW THNPLPLANSSRFORM APPROVNING ALar THE BON saUnoN AND 8T. 26 PADmIM4.8 17+84.56 NRD HEST COURT i M.H. AO.4 27 PAD=1464.6 11+00 a• wne x -94c e' srW 8� WRMf485N IDP SOR-145CM 49 48 F140=1464.4 FAIDwI405.0 10+12-27 8• WIR X -M 240 SO MOT 50=145746 TOP W7R=1456.45 "+'-' IIIria-5N) I IO/ C�iSASSY -_/IT 12+00 Now WON 13+00 / PAD41 ---IAAA R 46 PAD= 1464.6 8• WIR X -M 180 SO ESOT SD=1458.54 R/W TOP WRI=145747 SW 8' WIR X -MG N= SO BOT 5.0=146646 TCW WTiHi46746 24' RCP �"` E' 1- -v swW a WIR X -M 10+70.74 BC £ M.H. NO 6 j V a0r s0YE �ST/WTR R/M' TOP SMSw L8G VARIES E 39 40 PAD 140.1 1 1 PAD=1465.1 12+60.91 14 BOSNR 14M 78` • n PAO=I464.8 BOT 5.0=145855 LO ST E T TDP SW=1455.75 SEES SILVER STIRRUP X041 WAY i 1450 = 20' NO JOINTS 10' O.C. OF CROSSING OR -14 97TH CDF PER EMW9 SPEC0Q4TIONS. ALL JOWLS AND BENDS SWILL BE RESIRAR.FD I/ITH EBAA 2000 SERFS OR APPROVED EOLML HORR. 1 =40' VERT. 1•=4• 14+00 15+00 CJONNTTREACTTOR SHALL VERIFY EXACT LOCATION AND ELEVATION OF ALL EXISTING FACILITIES PRIOR TO CONSTRUCTION 45 PAD=1464.2 ov 900 DR -14 { N � 44/�� PAD=1464.88.53 1 WH EL" M ASS -312 /v`7 -C •C IC / e• x -X -MW RW WT H / Bor RW -14559.8 - / TOP Rw-1456.76 e• WTR x -WIG 36' SMR BOT WTR=1459A1 1 ¢ TERMINUS / SEWER / M.N. NO, 8 ARIES E 43 • PAD=1465.1 / J / 17: / / f 04� BF /vu Ex. SEAL -ENGINEER A L R R • T A. � Imp b ! N 1450 = 20' NO JOINTS 10' O.C. OF CROSSING OR -14 97TH CDF PER EMW9 SPEC0Q4TIONS. ALL JOWLS AND BENDS SWILL BE RESIRAR.FD I/ITH EBAA 2000 SERFS OR APPROVED EOLML HORR. 1 =40' VERT. 1•=4• 14+00 15+00 CJONNTTREACTTOR SHALL VERIFY EXACT LOCATION AND ELEVATION OF ALL EXISTING FACILITIES PRIOR TO CONSTRUCTION 45 PAD=1464.2 ov 900 DR -14 { N � 44/�� PAD=1464.88.53 1 WH EL" M ASS -312 /v`7 -C •C IC / e• x -X -MW RW WT H / Bor RW -14559.8 - / TOP Rw-1456.76 e• WTR x -WIG 36' SMR BOT WTR=1459A1 1 ¢ TERMINUS / SEWER / M.N. NO, 8 ARIES E 43 • PAD=1465.1 / J / 17: / / f 04� BF /vu Ex. SEAL -ENGINEER A L R R • T A. SEWIER AND WATER APPROI 8: CML ENGINEERS i EASTERN MUNICIPAL WATER DISTRICT I.P. NO. 130026 I.D. wEBB COUNTY OF RIVERSIDE SA 37M MCCRAY ST. W.O. 13-619 TRACT 31632-1 WVERSWTE CA 92WS / PUN 8: PROFILE CDDRD: 24 -A -WS. 24-A44 A R=• C I A T R R (951) 686-1070 (.AWLr..r/ 16A6 STA. 19+50.00 - 21+55.00 STA. 10+00.00 - 13+61.53 .4 9 7,6`67r, .9 PREPARED 1111001 THE SUPERVISION OF: _4 CML ENGINEER OF SUBDMS 5 DATE 4. ner APPROVALS R. R.C.E. / 71596 M W) BOT WTR=1460A0 70P F/0=1458.31 0 i I.P. NO. 130026 I.D. U35/U35 COUNTY OF RIVERSIDE SA 42/31 W.O. 13-619 TRACT 31632-1 SEWER AND WATER IMPROVEMENT PLANS C.o. PUN 8: PROFILE CDDRD: 24 -A -WS. 24-A44 WILD WEST COURT h SILVER STIRRUP WAY SHT: 4 OF 10 STA. 19+50.00 - 21+55.00 STA. 10+00.00 - 13+61.53 7,6`67r, .9 1465 1455 1445 COE PER EMWD SPECS S=0 8- CMLdC V C3 U 1 T gl2- SD �; 4 9OT 18' SD I 1 II __ LIMO SPECS COF PER S= -n MIT > - - - _ - - BOT 18' SO _ S=-0.0012 SECS I %Qq b 'O- L=19.00" M\ RESTRAN ALL MAITS 271.02 LF 8• SEWER 134.65 LF e- SEVER 3 191.36 LF 80 SEWER 133.35 IF 8- SEN C EIEVS PER D-34836 SEE DATUM SHIFT NOPE HEREON t 10+00 11+00 12+00 13+00 14+QO 15+00 16+00 POTABLE 17+00 18+00 7 6 5 8 PVC C-900 OR -14 8 FWD=1463.7 PAD=1463.8 PAD=1464.3 PAD 1464.) 1 16 W PAD- 1463.9 3 PER D-74&72 9 o a.00 olmv SUNSET RNxE PAD=1464.1 2 SEE S PAD=1464.7 8- WM X -M 18- SD E M.H. N0. 11 PAD- 1463.8 OLIVE HEET 7 8' WM X -AC 80 SRP 10 13+00.51 17+1912 J AVENUE DOT WIN* 145J.73 P40=1464.1 6 �,,�Y 1J+46.41 DOT m=I45763 15+88.79 G f10RN LMIE= 1 ET 3 TDP 518=1452.J7 POTA�.E (9_762) PDTw1R , RY 678=145682 �+85.C� TEE S.445F7 C CLE 6 FH A55 -362 1 ' SEE S ST GOORt 8- PVC, C-100 LIR-14 6-=) AG STA e' F.H RSGV (N, S. a E) x -Mc 7 sa ! OWE a- RW x -MG 6- WM 11 1 f W °� 15+ao. 6or SD<115e.27 TPL1l 90T WTR=145377 PAD=/482.9 �_ _ TOP WM=1458.45 1 TOP RIM1145271 - 1 12 \ / 1I 00 PROP. - - W 2 16+1 1 I' 1446618 1 IW PAD=1463.3 8 WM X -MG 36 SD 1' AV. k AR. 36' SD B --T BEAD 90T SD=1455a6 (B -5M) _ (it' W/� 1 1 I TOP WM=1451.50 IT- x 38 an. SD TOOTOP SD=145155.4a TDP \ wrR=11544e 13 9' FLG'D IEE; ' 8• FMI RSGV (E 8 W) \ 8' FAF RSGV (N) 14 PAD -1462.7 465 19+00 BOT WAR=1467.14 TDP RW=1456.03 BOT WIR=145718 7OP SWR=1446.14 - 10+4616 6y i - _ 1 1 +0612 COMP HQ7N LANE= (B-3 _ V' - - - - = y3 - 1 i 7+11.00 VIAE AVE _ � - - _ - iTid- FLC'D CRO55 t ` MOT SOSDi45577aie- sD II a FA4 � 0 a E) _ RIP SIR=1450.71 5r T _ • 1 e FAF RSGV W % ND FLAW (N) - 5T f Y.H. NO. Ip '_ L2 � I ; - /M/R/SIIR/1M a' -d eDa H.O.C. L - 11+J9 4 £ ALN Nos RECYCLED T -- I PER o-s16T2 6 D-.7/676 8' RW X -MIG 1e' SD - o 1 Av t A a- PVC, C-900 DR -18 a' srR X -Mc a' wTR I C6C B07 50-1457.87 BUT WTR=1455.94 ;l /6-3' bA1 _ + - I• 10 1 PER D J4W2 ! D-J1aS6 (� ) TOP RW=1455.69 12 TOP.SNR=1449.89 17+70I2x LONG HORN DRIVE / C PIC ApWTOR M 59 60 PAD 61463.8 PAD,, PAD 67464.3 8 RW X -NAG 8- WAR �I MOT 50= 45e.215 1 I 1 IX MH NO 25 (ADNST TO GRAVE) CIS (B -B62 � = 6 FAD,, 1464.2 PAD,, 1464.2 I 17+0670 10+vas 57 \ PER D-74871 A D-34836 BAT WAR=4457.38 1 II IOP 568=7446.71 fid --4s kM BET�D HID=1467.1 58 RECYCLED TOP RW=74SS.a 6 -7 � � 17+63.12 LONG M'YLN L1ME- �� \ � 'p e• sIR x -6G TOP e- RW=14s3.9e IOP SWR=1452.16 15 +szz4 WN PID=1463.0 F M.H. NO. 1 PAD =1463.3 coo SE PAD=1464.1 8- PVC, C-900 DR -18 Lan 12 E 10+00 INT W LM LONG HORN LANE WATER LINE AND CURVE TABLE LINE 11CURVE 1 LENGTH BFARING/DELTA WAS C12 O AV 14' 25' 311.00 2 288.00 N2a' 01' 21V U Lig U a 6 COE PER EMWD SPECS S=0 8- CMLdC V C3 U 1 T gl2- SD �; 4 9OT 18' SD I 1 II __ LIMO SPECS COF PER S= -n MIT > - - - _ - - BOT 18' SO _ S=-0.0012 SECS I %Qq b 'O- L=19.00" M\ RESTRAN ALL MAITS 271.02 LF 8• SEWER 134.65 LF e- SEVER 3 191.36 LF 80 SEWER 133.35 IF 8- SEN C EIEVS PER D-34836 SEE DATUM SHIFT NOPE HEREON t 10+00 11+00 12+00 13+00 14+QO 15+00 16+00 POTABLE 17+00 18+00 7 6 5 8 PVC C-900 OR -14 8 FWD=1463.7 PAD=1463.8 PAD=1464.3 PAD 1464.) 1 16 W PAD- 1463.9 3 PER D-74&72 9 o a.00 olmv SUNSET RNxE PAD=1464.1 2 SEE S PAD=1464.7 8- WM X -M 18- SD E M.H. N0. 11 PAD- 1463.8 OLIVE HEET 7 8' WM X -AC 80 SRP 10 13+00.51 17+1912 J AVENUE DOT WIN* 145J.73 P40=1464.1 6 �,,�Y 1J+46.41 DOT m=I45763 15+88.79 G f10RN LMIE= 1 ET 3 TDP 518=1452.J7 POTA�.E (9_762) PDTw1R , RY 678=145682 �+85.C� TEE S.445F7 C CLE 6 FH A55 -362 1 ' SEE S ST GOORt 8- PVC, C-100 LIR-14 6-=) AG STA e' F.H RSGV (N, S. a E) x -Mc 7 sa ! OWE a- RW x -MG 6- WM 11 1 f W °� 15+ao. 6or SD<115e.27 TPL1l 90T WTR=145377 PAD=/482.9 �_ _ TOP WM=1458.45 1 TOP RIM1145271 - 1 12 \ / 1I 00 PROP. - - W 2 16+1 1 I' 1446618 1 IW PAD=1463.3 8 WM X -MG 36 SD 1' AV. k AR. 36' SD B --T BEAD 90T SD=1455a6 (B -5M) _ (it' W/� 1 1 I TOP WM=1451.50 IT- x 38 an. SD TOOTOP SD=145155.4a TDP \ wrR=11544e 13 9' FLG'D IEE; ' 8• FMI RSGV (E 8 W) \ 8' FAF RSGV (N) 14 PAD -1462.7 465 19+00 BOT WAR=1467.14 TDP RW=1456.03 BOT WIR=145718 7OP SWR=1446.14 - 10+4616 6y i - _ 1 1 +0612 COMP HQ7N LANE= (B-3 _ V' - - - - = y3 - 1 i 7+11.00 VIAE AVE _ � - - _ - iTid- FLC'D CRO55 t ` MOT SOSDi45577aie- sD II a FA4 � 0 a E) _ RIP SIR=1450.71 5r T _ • 1 e FAF RSGV W % ND FLAW (N) - 5T f Y.H. NO. Ip '_ L2 � I ; - /M/R/SIIR/1M a' -d eDa H.O.C. L - 11+J9 4 £ ALN Nos RECYCLED T -- I PER o-s16T2 6 D-.7/676 8' RW X -MIG 1e' SD - o 1 Av t A a- PVC, C-900 DR -18 a' srR X -Mc a' wTR I C6C B07 50-1457.87 BUT WTR=1455.94 ;l /6-3' bA1 _ + - I• 10 1 PER D J4W2 ! D-J1aS6 (� ) TOP RW=1455.69 12 TOP.SNR=1449.89 17+70I2x LONG HORN DRIVE / C PIC ApWTOR M 59 60 PAD 61463.8 PAD,, PAD 67464.3 8 RW X -NAG 8- WAR �I MOT 50= 45e.215 1 I 1 IX MH NO 25 (ADNST TO GRAVE) CIS (B -B62 � = 6 FAD,, 1464.2 PAD,, 1464.2 I 17+0670 10+vas 57 \ PER D-74871 A D-34836 BAT WAR=4457.38 1 II IOP 568=7446.71 fid --4s kM BET�D HID=1467.1 58 RECYCLED TOP RW=74SS.a 6 -7 � � 17+63.12 LONG M'YLN L1ME- �� \ � 'p e• sIR x -6G TOP e- RW=14s3.9e IOP SWR=1452.16 15 +szz4 WN PID=1463.0 F M.H. NO. 1 PAD =1463.3 coo SE PAD=1464.1 8- PVC, C-900 DR -18 Lan 12 E 10+00 INT W LM LONG HORN LANE WATER LINE AND CURVE TABLE LINE 11CURVE 1 LENGTH BFARING/DELTA WAS C12 142.43 AV 14' 25' 311.00 LIS 288.00 N2a' 01' 21V Lig 85.58 NO' 13' 040E EASTERN MUNICIPAL WATER L20 715.31 N2. 16' 11'W 3766 L21 192.91 No 13' 211E SEWER UNE AND CURVE TABLE LINE //CURVE I LENGTH REARM (DELTA RADIUS C13 134.65 26' 14' 25' 294.00 L22 271.02 N26' Of' 2191' L23 191.36 MP lY 04E EASTERN MUNICIPAL WATER L24 113.35 MO' 13' 030E 3766 NOTE: 0 WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN Q ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. THE PRIVATE 0 011EDR SICNNG THESE PUNS IS RF3P(I61BLE FOF ASSURING THE ACCURACY AND ACCWTABILRY OF THE DESIiN KDOW what's b@IOW. AP�vnovK a7�� ric PR SHAL CdII before you dig. E M � T� saU"°" AND RW X -MIC la SD 7$ 167+52.99 0 AI T COW : 60T SD=145631 FAD,, 1464.9 T?' Iax8- FIL'0 TEE i4 I 1 TOP STIR=1454.77 1 I 1 FFx RSGV ( RSGV (E� 1464.3 '6 RW X-MrG a S11R REMOVE TEMP G.E01 UT I ° 1 PER D-. MDT MW.1654.21 AMD AOM IX. a- SEWER I ' Go I IOP SMII=1130.01 PER 0-31672 h 0-34876 1 I LDSEE SHEET 8 MQCLE RECYCLED 8- PVC, C-900 DR -18 ' I NE AND CURVE TABLE 16 E OLIVE AVENUE SEE SHEET 7 RECYCLED WATER LI LINE 1/CURVE / LENGTH BFARM4G/DELTA RIDIUS C14 131.90 26' 14' 250 266.00 L25 249.14 N26' 01' 21V L26 142.36 NO' 13' 04E EASTERN MUNICIPAL WATER L27 76.43 AAT 13' 040E 3766 L28 130.01 NOT 13' 040E SEAL -ENGINEER A ` I I R 7 A. 1-.40' 1' 4' 20+00 NOTES: SM", WATER AND RECYCLED WATER APPROVED B ` EXACT LOCATION AND ELEVATION CML ENGINEERS PRIOR TO CONSTRUCTION mm 01' 219V LJO 189.34 NO' 13' 040E EASTERN MUNICIPAL WATER DISTRICT wNm�,yV WE BB 3766 McCRAY ST, RIVERSIDE GA. 92506 /7 A • • • C N A T • I (951) 666-1070 CIVIL ENGINEER OF SUBDIVISIONS DATE PREPARED UNDER THE SUPERVISION OF: A7 GI APPROVALS R.C.E. / 71566 " 20' NO JOINTS 10' O.C. OF CROSSING OR -14 WITH COF PER EMWD SPECIFICATIONS. ALL JOINTS AND BENDS SFWl K RE57RAINED WITH ESN 2000 SERIES OR APPROVED EOU4L t ELEVATION DATUM N4M 88 NAM 88 NGVD29 + Z46 FEEL Q1 C01f 177+9+90..331 6- WIN X -MG DOST. 3' F/0 90T WRM=1457.31 TOP 0710=1455.71 STREET C/L UNE AND CURVE TABLE HOR1Z. BERT. 1-.40' 1' 4' 20+00 NOTES: RADIUS CONTRACTOR SHALL VERIFY EXACT LOCATION AND ELEVATION OF ALL EXISTING FACILITIES PRIOR TO CONSTRUCTION Q1 C01f 177+9+90..331 6- WIN X -MG DOST. 3' F/0 90T WRM=1457.31 TOP 0710=1455.71 STREET C/L UNE AND CURVE TABLE LME 1/CURVE I LENGTH SEMWIDELTA RADIUS C15 137.39 26' 14' 15' 300.00 L22 277.03 mm 01' 219V LJO 189.34 NO' 13' 040E 11 I.P. NO. 130026 I.D. 1136/05 COUNTY OF RIVERSIDE SA. 42/31 TRACT 31632-1 WO 13-619 WATER AND RECYCLED WATER IMPROVEMENT PLANS C.O. PLAN t PROFILE COORD: 24 -Mit S4 -A -M LONG HORN UNE SHT: 5 OF f0 STA. 10+00.00 - 17+63.12 9c -77 o-55070 COF EMWD SI 1455 N W_ "; -E �V U 10+00 11+00 12+00 SEE SHEET 5 S LONG HORN LANE pel I � 1465 13+00 tee �EsuiMG1�iri�i�ii�► �1•ii- ,PC= "I U LAVE I/CU41E I U 15+88.78 LONG HOW -DRh£.- N U �a 8" FLGD TEE U Y\ d 8" FaH RSGV (N, S h E 4 LJ2 Z Q PAD=14643 300.00 LU 196.87 MS 3P 2591' 175.60 a 5 I � a 9 c (,� z PAD=1464.3 < pel I � 1465 13+00 tee �EsuiMG1�iri�i�ii�► �1•ii- ,PC= "I U LAVE I/CU41E I U 15+88.78 LONG HOW -DRh£.- N 1 �a 8" FLGD TEE lO Fp Y\ d 8" FaH RSGV (N, S h E 4 LJ2 31.49 Q PAD=14643 300.00 LU 196.87 MS 3P 2591' 175.60 a 5 236.02 MRP 46' WOW a 9 c (,� z PAD=1464.3 < 1�1 LONG HORN LANE N N SEE SHEET 5 AMR 0 LAVE I/CU41E I LENGTH 0 WIDW L37 266.+81 0 U LJ2 31.49 O 72 PAD=/46R6 m 1460 -1 1450 74 PAD=1466.1 75 PAD=1465.9 i 13+00 Gee r 7117. .5..11] PROPOSED F.S. O / IXb7kIC fJtAOE i 229.14 LF 8" SEWER 6 's 1450 • 20' NO JOINTS 10' O.C. OF CROSSING DR -14 WM4 CDF PER EMWD SPECff7CAT10NS. ALL JOINTS AND BENDS SHALL BE RESTRAINED WITH EELM 2000 SERIES OR APPROVED EOUAI. HORIZ. 1'=40' VERT. 1 •=4' 14+00 15+00 16+00 W a. *75=17 3 70 EVD 72 71 -1467.4 RD=1466.5 PWD -14N.9 f s.n7 u ■ 11■1 16SM'6■ 64 65 T II I I J I RMJ 5T e' RC, c-900 OYP-i PAD= 1464.3 PAD -1465.412+80.24 I - 11 13+16" VARVE$ W I 56 LXIIOEII 61J6Ef CRCIf ( - 13+16.56 OMM SLASET SLWSET QWI.E N -S ' 11+80.24 GOLDEN SUEET CNCIF -E _ 8"-45 HxM REND SUNSET CIRCLE Be NaH u" BEND LDEN 76 �. SEE RIGHT PAD-1465.6GOLD I 65 EN SUNSET CIRCLEPAD=1466.4 66 67 68 SEE LEFT PAD,, 1466.4 PAD,, 1466.9 PAG=1467.2 GOLDEN SUNSET CIRCLE WATER LINE AND CURVE TAKE LAVE I/CU41E I LENGTH BFMMO/DaTA WIDW L37 266.+81 AWJ' 46' S69F 53.00 LJ2 31.49 N44' 46' 389E 300.00 LU 196.87 MS 3P 2591' 175.60 SEWER LME AND CURVE TABLE L66: //CURE I LENGTH 19E101MIDELTA RDUS 04 263.28 MTP 46' 56b 53.00 L35 229.14 NS' 38' 259E 300.00 Rep) I C: WORK CONTAINED 'WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. THE MATE ENOWEDt SAaNNC TNESE PLANS IS RESPONSIBLEis FOR /56MIIIG THE AXLIRM.Y AND ACCEPTASIM OF THE DESIGN Know WIIJY6 hClOW. HEREON. N THE EVENT OF OISCREPIIICRS ARENeG AFTER ELWD APPNO'+AL ON WNNG CIXISfRULDON, THE PRNAM ENpNEER SHNL Call before you dig. � F PtAMFDR�&mW�AaECD STREET C/L UNE AND CURVE TABLE LIVE I/CUIOE / LENGTH BEAIN G/DELTA WIDIUS CIO 778J 84' 08' 31" 53.00 C17 12799 24' 26' 36" 300.00 Cid 68.11 zz 11' S8" 175.60 LJ6 236.02 MRP 46' WOW a 9 c L37 46.41 AIS' 36' 2591' SEAL -ENGINEER A ` ♦ ♦ R T A CML ENGINEERS pwrP,,♦ WE WEBB BB 37M McCRAY 5T. A x♦• RIVERSIDE CA. 92506 <+i } a 9 c 1 A (957) 686-1070 I ' PREPARED UNDER THE SUPIDWSION OF: ?a cu1�♦ JEWNFER R&4 DATE R.C.E. / 71566 SEWER AND WATER APPRDAD BY: EASTERN MUNICIPAL WATER DISTRICT C IL ENG�UBDMSIONS DATE APPROVALS FV1 AWRR 69 8110=1467.4 , I.P. NO. 130026 I.D. U36/05 COUNTY OF RIVERSIDE SA. 42/31 TRACT 31632-1 W.O. 13-612 SEWER AND WATER IMPROVEMENT PLANS C.O. PLAN t PROFILE COORD: 2+4-a N'A'41 GOLDEN SUNSET CIRCLE SHT: 6 OF 10 STA. 10+00.00 - 15+13.45 9 (ofc Ti' D- 55G7/ FG. I2 YVII G-900, aR-18 � POTABLE RATER 1460 FUTURE 12• WATER _ — 1450 166+00 W it W £ 167+11.001 N 18+0&12 L( 124x8' FLCT S 11" FW1 RSL 8" FxH RSG 8" FxF RSG '. B.O. (8-566 FxF REDI/CFR d K g� S x� X11 8 n W PROPOSED F.S. of I _viz caw GG 12' PIC C -APD, DR -Id • £ ' WATER 9-0.0061 W 0 .0019 9-0.0040 - Z JLu 9'•0.0041 _ - - - - .=1 U G H' C-106, DR -18 i II W w C II I I 3x7.74' RESTRAIN ALL X WITHIN LIMITS EXISTING 3Y mpr SEWER (AIIIIA VOWED AND SLURRY FIUM) PER 3D-IM71 k 30-17672 \ PROFILE SCALES `IXISTMYC J6" SEWER HORIZ. 1 �-40' PER D-34832632 t 34833 VERT. 1 0=41 167+00 168+00 169+00 170+00 171+00 172+00 173+00 174+00 NOTES: CONTRACTOR SIWl VERIFY EXACT LOCATION AND ELEVATION LANE OF AL EXISTING FACILITIES 12 WTR X -AG 17r SWR POTABLE PRIOR TO CONSTRUCTION SOOT WOR1457.17 �•.I e... n��. t � ,RO F1.1NxE (N) 12 --917 FxF" BEND i BEANRJG/OELTA .30' AESTR IN AIl � _ n PRO PROTECT /N PLACE .Q""uyx N 3788 McCRAY ST. oV V C) gn ROT W7W.1457.14 Nq '. TTP AWF1450.0.T A s• o C 1• r R• n� 2YM y4 NIP W SUPERVISION OF: T ZS FG. I2 YVII G-900, aR-18 � POTABLE RATER 1460 FUTURE 12• WATER _ — 1450 166+00 W it W £ 167+11.001 N 18+0&12 L( 124x8' FLCT S 11" FW1 RSL 8" FxH RSG 8" FxF RSG '. B.O. (8-566 FxF REDI/CFR d K g� S x� X11 8 n W PROPOSED F.S. of I _viz caw GG 12' PIC C -APD, DR -Id • £ ' WATER 9-0.0061 W 0 .0019 9-0.0040 - Z JLu 9'•0.0041 _ - - - - .=1 U G H' C-106, DR -18 i II W w C II I I 3x7.74' RESTRAIN ALL X WITHIN LIMITS EXISTING 3Y mpr SEWER (AIIIIA VOWED AND SLURRY FIUM) PER 3D-IM71 k 30-17672 \ PROFILE SCALES `IXISTMYC J6" SEWER HORIZ. 1 �-40' PER D-34832632 t 34833 VERT. 1 0=41 167+00 168+00 169+00 170+00 171+00 172+00 173+00 174+00 NOTES: CONTRACTOR SIWl VERIFY EXACT LOCATION AND ELEVATION LANE OF AL EXISTING FACILITIES 12 WTR X -AG 17r SWR POTABLE PRIOR TO CONSTRUCTION SOOT WOR1457.17 �•.I e... n��. t � ,RO F1.1NxE (N) 0 0 Know what's below. Call before you dig. PAD=1463.8 18' RW X -WG 8. SWR BOT RW=1454.51 TOP AIR= 1446.30 a+ LONG HORN LANE SEE SHEET 5 WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. THE FIXATE ENGINEER sIWRNO THESE PINxb Is RES'O WaUr 1 ASSURING THE ICCURALY NLD ACCEPTMNM OF THE DEsKIN HEREON. IN THE EVENT OF DISCREPWIEs AR6RC AFTER ENWU APPROJN OR M1RWI. CDI6TMX:iM)N, THE PINNATE ENGINEER & BE RESPDNSIBIE FOR DEnu%m NG AN ACCERABIE wLUiM)N N REY m THE PLANS FOR APPROVAL BY THE EMKO. EX M.H. NO. 25 (ADJUST TO GIME) PER D-34832 ! D-31826 I67+ .% OLVE AVEME= I + .11 LONG MORN UNE 18'X8" FLGD TEE Ie' FW R56Y (0) 8' FXH RSGV (S) 18' FxH ADFW (E) 167+a2.9J s FN Ass a-Jsz POLE PR4IE PON" POLE MIL 4*7 -EXIST. 36' MOPE SEWER (AMNOOT'ED) PER SD -17671 t SD -17872 EXIST J' CONDUIT WITH FISER OPTIC CABLE PER SD -17871 E)dST i!�Mi TO 9E PROTECTED IN PLACE (AOAbT) EXIST. EP Aw. OR EXIST. POWER POLE PROTECT IN PLACE T15- ----- ------^-_- L39 124x8" FLC'D TEE 12' FxH RSGV (E t W) 8- FxH RSGV (S) EXIST. POWER POLE PROTECT IN PLACE 172 80T WTR= TOP RW=1 EJA WTR FC F W V)_ WN ZLU W X — f 1 • SN 6 Ike "I - EXIST. 36& PVC SEWER �IXIM. 15 EMWD \ \ Sw I PER D-3+832 INST.NO.:199J-0214391 \`R/W L117E06-0.7-1993 78 77 75 75 74 PAD=1464.9 PAD=1465.3 PAD=1465.6 pA0=1465.9 PADm 1464.1 OLIVE AVENUE WATER LINE AND CURVE TAKE 12 --917 FxF" BEND I BEANRJG/OELTA POWER POLE 12' FxH ADAPTOR 782.71 M89' 16' 36'IY PRO PROTECT /N PLACE .Q""uyx 1 R11 X-110 d IRR 3788 McCRAY ST. FUTURE 12" WATER SHT: 7 OF 10 ROT W7W.1457.14 BY OTHERS '. TTP AWF1450.0.T A s• o C 1• r R• (951) 686-1070 y4 PREPARED UNDER THE SUPERVISION OF: T DATE 166 • i87 FUTURE 18" REC. WATER BY OTHERS JORNIFER R. G1kEW IA5+AA APPROVALS 0 0 Know what's below. Call before you dig. PAD=1463.8 18' RW X -WG 8. SWR BOT RW=1454.51 TOP AIR= 1446.30 a+ LONG HORN LANE SEE SHEET 5 WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. THE FIXATE ENGINEER sIWRNO THESE PINxb Is RES'O WaUr 1 ASSURING THE ICCURALY NLD ACCEPTMNM OF THE DEsKIN HEREON. IN THE EVENT OF DISCREPWIEs AR6RC AFTER ENWU APPROJN OR M1RWI. CDI6TMX:iM)N, THE PINNATE ENGINEER & BE RESPDNSIBIE FOR DEnu%m NG AN ACCERABIE wLUiM)N N REY m THE PLANS FOR APPROVAL BY THE EMKO. EX M.H. NO. 25 (ADJUST TO GIME) PER D-34832 ! D-31826 I67+ .% OLVE AVEME= I + .11 LONG MORN UNE 18'X8" FLGD TEE Ie' FW R56Y (0) 8' FXH RSGV (S) 18' FxH ADFW (E) 167+a2.9J s FN Ass a-Jsz POLE PR4IE PON" POLE MIL 4*7 -EXIST. 36' MOPE SEWER (AMNOOT'ED) PER SD -17671 t SD -17872 EXIST J' CONDUIT WITH FISER OPTIC CABLE PER SD -17871 E)dST i!�Mi TO 9E PROTECTED IN PLACE (AOAbT) EXIST. EP Aw. OR EXIST. POWER POLE PROTECT IN PLACE T15- ----- ------^-_- L39 124x8" FLC'D TEE 12' FxH RSGV (E t W) 8- FxH RSGV (S) EXIST. POWER POLE PROTECT IN PLACE 172 80T WTR= TOP RW=1 EJA WTR FC F W V)_ WN ZLU W X — f 1 • SN 6 Ike "I - EXIST. 36& PVC SEWER �IXIM. 15 EMWD \ \ Sw I PER D-3+832 INST.NO.:199J-0214391 \`R/W L117E06-0.7-1993 78 77 75 75 74 PAD=1464.9 PAD=1465.3 PAD=1465.6 pA0=1465.9 PADm 1464.1 OLIVE AVENUE WATER LINE AND CURVE TAKE LIME 1/CURW I LENGTH BEANRJG/OELTA I RAMS LW 782.71 M89' 16' 36'IY DISTRICT 172+30.00 2 RW SERVICE CONNECTION W/o METER (PB-IQA) ■ 18x4' FMHxF TEE 4' FxF RSGV (8-658) PAD4146{.8� T 43 (15 CPM WX OEMIX) PAD=1465.1 RECYCLED SILVER STIRRUP WAY PVC, C-905 DR -181 SEE SHEET 4 RECYCLED WATER UNE AND CURVE TABLE LAGS 1/CURVE 1 LENGTH BEARING/DELTA RADIUS LM 812.75 NW 46' SBir DISTRICT STREET C/L UNE AND CURVE TAKE LRE 1/CTR W 1 LENGTH BEMAVG/DELTA RADIUS L.M 1401.48 Atl1' M' 30'W DISTRICT SEAL -ENGINEER A L W W • T A. I.D. WATER AND RECYCLED WATER APPROVED BY: S.A. 42/31 CML ENGINEERS EASTERN MUNICIPAL WATER DISTRICT .Q""uyx j' wEBB 3788 McCRAY ST. COORD: 2+ , 2a SHT: 7 OF 10 M1� Tx •. •t RIVERSIDE CAL 92506 A s• o C 1• r R• (951) 686-1070 y4 PREPARED UNDER THE SUPERVISION OF: CML ENGINEER OF SUBDMSI DATE w nox JORNIFER R. G1kEW APPROVALS R.C.E. i 71506 I.P. NO. COUNTY OF RIVERSIDE 130026 I.D. U36/U35 S.A. 42/31 TRACT 31632-1 WATER AND RECYCLED WATER IMPROVEMENT PLAN Lk PROFILE OLIVE AVENUE STA. 166+00.00 - /74+00.00 1 PLANS TI W.O. 13-619 C.O. COORD: 2+ , 2a SHT: 7 OF 10 D- 575672 awl PROPOSED F.S. ^ •E C.G. 121 PAc -900 Ort -1d Epy� ow Co. 12" INC C-900, DR -1e WATER g E POD Iw 8 _ _ - - - - - - - - - - - - - - - - - - - ^ n - S=0.0051 S w 0036 r� A ,E Cn Lujg u .G.=1461. - S40.0049 T'fW (0 S .0049 - - ��S•T wLLI LU Z - - N= c . 18' Pic o-900, LISP -18 iz� s= D.o110 CrTxi Twin R � 81 vp n �bU S ^>N �KpNKp 14� 50p \ 294.91' ALL `EX,M ISTING " NP°E SEVER (ABINDOMED AND \ SLURRY PU.ED) PER SD -17871 h SD -17872 `EXISTING 36" PVC SEWER AWN PER D-34832 ! 34853 174+00 175+00 176+00 177+00 178+00 EXIST. 36" HOPE SEWER (ABAFgCNED) PER SO -17871 ! SO -17872 EXIST. 3" CONDUIT WITH FIBER OPTIC CABLE PER SD -17872 TO BE PROTECTED M PLACE PROP. EP ETOST. RIOW g ///EJ057. POWER POLE EXIST EP g - �PR01EL7 M PLACE + - - - ^Y Lu$ w < ns =r - �- - -ham ----r- - POTABIE LION Vl I1a+9780 = 6-450 FxN HADINN DR-18 WZ ma RW NW � Y+:d FLOD IEE U12"FxH RS6Y' ) I-12" fw !lSCY ENCa ROAD8" FxH RSfiV S) E PER D-834 < ' p 12x6" FxF REDUCER (E) BI.WD FIANCE EXIST. 15' EMWUe < 450 FxH W EISEAlE1lf NEMT. IMF 43 PAD=1465.1 PER D-.4833 Sf11ER 180 P 0 U C 6"=K VA7ER PER - I sr a" INTER PER x N _. .- 12, .. }' -Ti10E PER D-SZEleB) 1 N DR -18 DETAIL NAN W E �FqqyRpR1�" 55' 2TD5 $ NOTE.: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/DR A GRADING PERMIT WAS BEEN ISSUED. THE PNAWTE DOMFfR SM.TMID DW3E PIMA Bis RFF011lB1F F ASSUWMG THE ACCURACf AND ACCEPPTARIIY OF TILE OLSIDN Know wlrWt'W bQIOW. HOWIM. N THE LVVFT OF DWavrNc6s A4Ww1c AFTDI DOD AF'FNWK M DUHIIR' CONSMLC". INE PRIVATE ENGWiDt 51 Call bef i you dip. RENSIIIO 111EiNE PVNS FOR APPROft ffY TTK �LD1DH N (1627 176 L43 + � I 12" FxF 8" FxH 12x6" ) R/1F 177+ . 80T 1WIR. 150.tb 1 AV. ! AR. TOP FW=1 T MH. NO 27 (B N 177 UST TO Caw) 6 A55 FJ057. POWER -ijpl PROTECT M PUCE 1 177 R ■ 178 �J EXIST 2EASEMENT 177+50.00 A� 1 MSL NO.:1993-0214390 2 AV. ! AR. 6 8.0. 18 LMTE06-08-1993 (B-367) D 18 -450 161 BEAD i DR -18 PAD=1465.4 PAD=1465.5 I�+SI.ffi B Rw x -WG 36" sWR RW -4QL7 87 TOP -I OLIVE AVENUE SHEET WATER LINE AND CURVE TABLE RINE 1/CURVE / LENGTH BEARING/DELTA RApUS L51 502.27 N89' 46' S69Y L52 7.09 N44- 46' 56-W L-7.09' 6' PVC C-900 DR -18 RESTRAN ALL JOINTS pHp Npp Em EA75TING 6" CABw Wnt iR616.1(1fL PER D -A34 (FWDIEOT W PLACE) S=-1. :0018 EXlSIWIG id" f'1C RIP -O. [s�0 IO1a) .PER D uaa6 ! 52087 1464 5_ 0.0010 RECYCLED WATER LINE AND CURVE TABLE LINE 1/CURVE 1 LEWIN BEARM/DELTA RADIUS L40 444.86 i N89. 46' 569E L41 43.78 1450 RECYCLED WATER LINE AND CURVE TABLE LINE 1/CURVE 1 LEWIN BEARM/DELTA RADIUS L40 444.86 i N89. 46' 569E L41 43.78 N4S 13' 041E L42 106.05 Ne9' M' 3091' 179+00 I II 180+00 ia" FWD 7EE Id1 FxH RSGV (IF ! S) 18" FxH VAPM (E) EMT. POWER POLE PROTECT M PLACE 33+43.52 Rx.E KK € WT vj� ACE (Au"'R Exsr iEt£. 6" IIMIERM rISO-I c mm ._ SAGMI R/II' EXIST. 3" GAS Dw�W X -MO DW.. TELE U -T R1W ML -1461.61 RW=1458.1179+ .67 u u T� RICE ROAD SEE SHEET 9 STREET C/L LINE AND CURVE TABLE LINE 1/amw 1 LENGM OFAW/DaTAI RADRFS L43 1401.48 1 N89' 46' 969v rtGTi��Vn' SEAL -ENGINEER T1OOF1� x * , •a n«L ivi �'ry+a LrV� A L x x P T A. `='�� W E A x x o C' A T x x CML ENGINEERS 3788 McCRAY ST. RIVERSIDE CA 92506 (951) 686-1070 WATER AND RMTUED WATER APPIKNID BY: EASTERN MUNICIPAL WATER DISTRICT 1�h8 DExNPNDN API'R DATE PREPARED UNDER THE SUPERVISION OF: R. GI E R.C.E. / 71566 CML ENGINEER OF SU ONS DATE APPROVALS HORIZ. 1=40' bERT. f =4' NOTES: CONTRACTOR SHALL VERIFY EXACT LOCATION AND ELEVATION OF ALL EXISTING FACILITIES PRIOR TO CONSTRUCTION Oj CAUIION01 178+80.98 181 RW X -MC EXIST 31 F/0 BOT F/0=1460.73 TOP RW=1459.36 I.P. NO. 130026 I.D. U36/1.135 COUNTY OF RIVERSIDE S.A. 42/31 TRACT 31632-1 W.O. 13-619 WATER AND RECYCLED WATER IMPROVEMENT PLANS C.O. PLAN h PROFILE CODRD: z+- m.24 OLIVE AVENUE SK: 8 OF 10 STA. 166+00.00 - I79+30.959(P(0 O�M D 554273 PROPOSED FS 1470 e et . E Put EXISTING GRAOF O f PER TR31632� _ RECYCfID NN PMWOSED Ir - PER D-52WJ (C.O. ) 1460 1450 22+00 TRACT 31632 NOT A PART 23+00 30' RIV PER DEED 10 RAERSDE COUNTY PER NST. NO. 1993-0214391 IEC. 06-08-1993, O.R. RN. CO. EXIST. 18• RECYCLED WATER PER D-51503 (CO. 69505) 24+00 12 23 23 - - - 24In - 1711 w _ _ _ _ _ - East R/N'�- - a 7 O � i PROP. R/W'l < 24+30.00 N DOST. 18 FLGD HPBV AW. 6• B.O. (PB -18) (N a S) Z 1A (PER D-52503) g N Ix M W 0 z U w O z a 163.95 LF RESTRAIN ALL JOINTS AFIIHIN 0"Ilb I� N lZu C's Hyo o I } U E U � U U -- - f f Fs g-�$ �8 Ir�� //�• r s0 / E1111511m sow of EXIST $• CM&C WTR A TGA - _ ,4 ,6r/� (MVDLYOD) PER D -&W w -- - /{7 S_-0.0050 DW, law P�icc wm- PER o-sh e6 ca ie' PVC c -9a5 F-19 BOT u RELICLED mm 1457.1. S= -I 1450 30+00 1461.0t BOT F 0 AFNA Ci Ci M Ci W Ci i Ci Ci ca g6g6 ;2+ �ri 31+00 32+00 33+00 DOST. 360 PNC Das;. FH TO PER D-34833 aE 41. SEEGET o- \ \ PAD= 465.4 PA03 465.5 � 4 b• �� nt - 30' R/W PER DEED TO RAERSOE CoNITY (P PER NST: NO. 1993-0214391 REC. 06-08-1993, O.R. RR. CO. 18• PVC TER �A \PEB D -Wm �1 c FURAE fl Ia• PIC caf AC .. 6• CMIINTTR- MW1ER PER BRIDGE PIANS I& D_OWED D Cn� N PACE PER D-5206119 C) 76! +9� _29 I -jo I ._47 l EXIST. R/W /31t4 .49 1• AV. A A.R. (6-367) RECYCLED 18" PVCC-905 DR -i 6 W WATER LINE AND CURVE TABLE LINE //CURVE f LENGTH BFARR4G/DELTA RADIUS L53 98.72 1 NY 39' 221E Q EMT. 180x12" HhW TEE 12• F)f RSGV W/8UD FIJIM" PEW D-52066. RE3IME 12. 61ID FUME (W)A I2• RIC WL W/12aE' FrF IEDID01 (W) 32t3441� la RTI' X-64 T 80T 50=1463 13 \ MP RII 14-V 06 �CfIN161 RIW RICE ROAD RECYCLED WATER LINE AND CURVE TABLE LINE j/CURIE ( LENGTH BERING/DELTA NOTE: U 148.73 V Q WORK CONTAINED WITHIN THESE PLANS 20.26 IV4.1' S3' 2611' LAMER AND RECYCLED MN7ER APPRENED BY L46 SHALL NOT COMMENCE UNTIL AN BOT F/0=1400.71 CML < 0 ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. 0 I- $ \ 33+40.37 RICE AYMD= IOC DISTRICT THE PRNATE ENGINEER SONING THESE MANS IS RESPONSIBLE FOA U _ 9 'aIWRJ ASSURING THE AOCURACY AND ACCEPAAMUI OF THE DESIGN W TOP SNR=1446.07 O Know below. HE ON. IN TE EVENT OF DtSCREPMICIES MISING AFTER ENWD C' © 33+49.34 what's APPRWAL OR DURING CONSTRUCTION, THE M VATE ENGINEER SWl 951 6a6-1070 0 Call OEm �P FOR AN l s°L""°" AND CAECAL E�� JL�lL1. DATE < before you dig. FDEE RMN AA EMT. 180x12" HhW TEE 12• F)f RSGV W/8UD FIJIM" PEW D-52066. RE3IME 12. 61ID FUME (W)A I2• RIC WL W/12aE' FrF IEDID01 (W) 32t3441� la RTI' X-64 T 80T 50=1463 13 \ MP RII 14-V 06 �CfIN161 RIW RICE ROAD RECYCLED WATER LINE AND CURVE TABLE LINE j/CURIE ( LENGTH BERING/DELTA RAONIS L44 148.73 FIG' 40' 02 E \ 12" FXHRSCV (W) L45 20.26 IV4.1' S3' 2611' LAMER AND RECYCLED MN7ER APPRENED BY L46 43.64 BOT F/0=1400.71 CML 1460 1450 34+00 RiN I I I L ml. 16.20 CWTION11I .0. ld EXIST. 2• Gly EXIST. 111£. -45 IYdl 6ENO I I I I EXIST R/W M7. 6• CMAC ANTER PFR ULT. R/W�D-834 (PROTECT N PLACE) EXIST. 18• PNC WATERI T EMT.. 36• SENS PER PER D-520117 SD -17872 TO RUA%W STREET C/L UNE AND CURVE TABLE LREE /ICURVE / +97.M WARM/DELTA RADIUS 12 x8" FLC'D TEP 1 MY 40' 0211 SEAL -ENGINEER \ 12" FXHRSCV (W) -.q is3 COORD: ! 12" FXF RSGV E LAMER AND RECYCLED MN7ER APPRENED BY BUT WTR=1461.59 1 80 FxH RSCV S BOT F/0=1400.71 CML 12"x8" FXF REDUCER (E) _ 7 0 I- $ \ 33+40.37 RICE AYMD= - DISTRICT GO 179+04.70 AEE {j- _ 180 FLGID EE 18" FRSO" (W A S) 'aIWRJ BOT RTI'=1457.10 19• FM Ap1PTQP (f) I I I L ml. 16.20 CWTION11I .0. ld EXIST. 2• Gly EXIST. 111£. -45 IYdl 6ENO I I I I EXIST R/W M7. 6• CMAC ANTER PFR ULT. R/W�D-834 (PROTECT N PLACE) EXIST. 18• PNC WATERI T EMT.. 36• SENS PER PER D-520117 SD -17872 TO RUA%W STREET C/L UNE AND CURVE TABLE LREE /ICURVE / LENGTH WARM/DELTA RADIUS L47 534.01 MY 40' 0211 SEAL -ENGINEER A A R R HORIZ. 10-40" VERT. 11_4' CONTRACTOR SHALL VERIFY EXACT LOCATION AND ELEVATION OF ALL EXISTING FACILITIES PRIOR TO CONSTRUCTION Oj 130026 � cAuTma S.A. �CAUTDNIII TRACT 31632-1 WATER AND RECYCLED WATER IMPROVEMENT PLANS PLAN & PROFILE RICE ROAD STA. 31+42.49 - 33+63.38 1 /_ / 071T SEAL -ENGINEER A A R R R r A . COORD: 180 RW X -BIC OW.. J• Flo LAMER AND RECYCLED MN7ER APPRENED BY BUT WTR=1461.59 BOT F/0=1400.71 CML ENGINEERS ROP RW=1456.74 0 33+25.31 O 33+2536 EASTERN MUNICIPAL WATER DISTRICT wEBB 37aa McCRAY ST. BOT RTI'=1457.10 TOP SNR=1446.07 TOP SNR=1449.11 RIVERSIDE E CA 92506 32+96.70 © 33+49.34 ♦ , , c o- A r • 951 6a6-1070 �� BOT WTR=1457.13 CAECAL E�� JL�lL1. DATE PREPARED DDDR THE SUPEINISION OF: TOP RW=1458.79 iWWR. GI DATE' APPROVALS R.C.E. f 71566 HORIZ. 10-40" VERT. 11_4' CONTRACTOR SHALL VERIFY EXACT LOCATION AND ELEVATION OF ALL EXISTING FACILITIES PRIOR TO CONSTRUCTION Oj 130026 � cAuTma S.A. �CAUTDNIII TRACT 31632-1 WATER AND RECYCLED WATER IMPROVEMENT PLANS PLAN & PROFILE RICE ROAD STA. 31+42.49 - 33+63.38 1 /_ / 071T 33+7 13-619 6- WIR X -NG DOST. J& F/0 COORD: 180 RW X -BIC OW.. J• Flo SHT: 9 OF 10 BUT WTR=1461.59 BOT F/0=1400.71 TOP 1710=1461.0t ROP RW=1456.74 0 33+25.31 O 33+2536 80 WIR X -6D 311' SOR IB' RW X -6D 36' SAW BOT WTIt=1461.50 BOT RTI'=1457.10 TOP SNR=1446.07 TOP SNR=1449.11 0 32+96.70 © 33+49.34 18• RW X -NG 180 WTR 80 WTI? X -NG 180 RAY BOT WTR=1457.13 BOT WTR=1461.61 TOP RW=1456.13 TOP RW=1458.79 I.P. NO. COUNTY OF RIVERSIDE 130026 LD. U36/U35 S.A. 42/31 TRACT 31632-1 WATER AND RECYCLED WATER IMPROVEMENT PLANS PLAN & PROFILE RICE ROAD STA. 31+42.49 - 33+63.38 1 /_ / 071T W O 13-619 C.O. COORD: 7,-� f4 -A -N SHT: 9 OF 10 D- Aj-5674 a I PZ M(p. 12. 07ER IF (.4F v 8) MDP. M MLP. 1• AV* M' M m'/ AN � �I I W I I r -I I 02 R W m> I I 6x r>ow2.eo nAE A1TML mO l I O I I N I I N= 1 I rxL'rsGn r¢ .a W b FMI A%Y�(INJ 3 1 I � I I j l I V 2 r:• � Asuv (q ,nr F.F EarOe (O � I I m l I m l I Z� I I W E aGF AIBAE v U M~j I I r a m `E46sNe,4W OLIVEAVENUE 1� I a r not' ■1TOIFA* rtx a. No G-4Et a-a,W I I D-tM A E ABV9G'LD IIIIE]IK Ail FxlW7 I I i 1 , r re mSALT CREEK CHANNEL wF w a IFW ASLYM I I II r nc aw NR/6 ' I InP ALL IX. Ir C -POG a-2% xlmnAc Mx o-e:aM N I W E LOCATION MAP S =zoo' scLt.e 1•=200' 1 CUAWiF R/1✓ �. � _� SWAM. 4' NMdI r�r E► w CYA or SAB WILL£ 10 EM:LOSURE PROP SIDEWALK F`+4 ?PRmP CURB \ h GUTTER IX. 18' AEC EX J6'r-� WA7ER (SEE PER D -J= SHEET 8) _AE:RKaE RLMO —�— 8450 WE ROW =1+54.16 8' PPE STA 8"90* HAN SEND D1Sr.. 181x12' HxHxF TEE 12' FxF RSOV W/B,L610 FIANCE (W) PER D-52066, RDI 12' 900 FlMCE (W) ! CCM Vr 12' PVC NL W/12'x8' FxF REDUCER (W) EX. EDGE OF PAVEMENT I I 107 P.Z PROW. f2' 161TERLINE (SEE SHEET 8) £ OUYE AWNLE . [iK '/' CW SAEFf 8 PAE 0L>l/Ik070E45 J3+6J.J8 WE ROAD =178+9780 AYE I \ =2+53.44 8' PPE STA I2 ire' FLG'D 7EE 8' FxH RSGV (S) \ I2' FAH AMY (W) I2' FxF RSCV (E -NC) 12 x6' FxF RO MER (E) 179+0227 WHIT AYE _ + .41 6=45* FxH GEM PIC 0900 DR -1 8'-4S FxFI 8E7q RIEMOW OW AM FLAWE (W) I I& CONNEU TO EMT. so FtnvcEI 1650 P.Z. (A91M040) IX. 6' C.M.L. k C. IRN PZ �_ C WATERLINE PER D-636 IX. 6' C.ML h C. NWTERLA'1E PER D-834 TO BE PRO7EC7ED /4 PLACE y Z DETAIL "811 t=1 NT.S. 1470- 1460- 1450- 8' PRESSURE REDUCNVC k PRESSURE SUSTAINING VALVE CU-VAL MODEL 6900-OIVWC 0/5 150LB OR APPROVED EOUIL P.Z. 1719 C.GB PVC —91).0 DR -1 AN \ SEE W, 1111t WOP FS ANNE r PFE t -1470 4—x. ix. Q w f —r P.Z. 1627 SEE SHEET 9 S X a N M +�c �Y qV bti VU M� �I I I PROFILE "I 8' PRESSURE REDUCING h ITV I L. 0 WORK CONTAINED WRHMN THESE PUNS W.O. SHALL NOT COMMENCE UNTIL AN Q ENCROACHMENT PERMIT AND/OR A X 45' H) GRADING PERMIT INS BEEN ISSUED. CML THE PRNATE ENGINEER SIGfM1G THESE PLVIS IS RESPONSIBLE FOR 8' Du. FL.FL STD. WT / SURING THE ACOURAf.Y AND ACCEPTABILITY OF THE DESIGN below. HEREON. IN THE EVENT OF DSCREPAN IES ARISNG AFTER LARD KDOW What's APPRCN& OR DURING CONSTRUCTION, THE PRIMATE ENGINEER 51 Call before dig. RESPONSIBLE FOR DETEIRMNING ABUE 5° °" "D "RE4SM you n RWAE er TMEEIANO 1470- 1460- 1450- 8' PRESSURE REDUCNVC k PRESSURE SUSTAINING VALVE CU-VAL MODEL 6900-OIVWC 0/5 150LB OR APPROVED EOUIL P.Z. 1719 C.GB PVC —91).0 DR -1 AN \ SEE W, 1111t WOP FS ANNE r PFE t -1470 4—x. ix. Q w f —r P.Z. 1627 SEE SHEET 9 S X a N M +�c �Y qV bti VU M� �I I I PROFILE "I 8' PRESSURE REDUCING h A ` R 3 W.IE EACLOSUE PRESSURE SUSTNNNVC VALVE W.O. (8.5' L X 3.5' W CU-VAL MODEL 6900-O18PYKC X 45' H) DIS 15OLE OR APPROVED EOUIL CML ENGINEERS 8' Du. FL.FL STD. WT e' DR FLxFI S7D. WE SPOOL (EPDXY LINED, SIM (DICKY LAW. OUTSIDE PAINTED) DISTRICT OUISDE EBB 11 L1 DD M McCRAY ST.EASTERN h OOAC. SUB � !465.8' 3 PER amSTD. A x x A C, A T 3• AZ 1719 f ! P.Z. 1627 STA 1+27.27 Q6' xF 9P EL" 10' 80—Fxf 90' ELBOW R CML ENGINEER OF S DETAIL "C" xo. aoi» N. LS. SEAL -ENGINEER A ` R 3 R T A. 42/31 W.O. WATER APPIOMm Wf. C.O. COORD: 21-,FPJ. 2/ -A -M CML ENGINEERS D- 55675 <i MUNICIPAL WATER DISTRICT EBB 11 L1 DD 3766 McCRAY ST.EASTERN 4.w Ry cR RIVERSIDE CA 92506 A x x A C, A T 3• (951) 586-1070 1 R CML ENGINEER OF S 10 /6 DATE PREPARED ?HOER THE ION OF: xo. aoi» S-jD WLVIS 61m. SIMING ZFMNG oU,DATE APPROVALS R.C.E. / 00156 1 COUNTY OF RIVERSIDE TRACT 31632-1 8" PRESSURE REDUCING h SUSTAINING VALVE DETAIL HORZ. 1'=40' VERT. 1"=4' ;1 I.D. U36/U35 SA 42/31 W.O. 13-619 C.O. COORD: 21-,FPJ. 2/ -A -M SHT: 10 OF 10 D- 55675